ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20060630001 COUNTIES : SUMTER LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 CONTRACT TIME : 500 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-0008(530) for constructing the Additional Lanes (Grade, Drainage, BRF-0008(536) Pavement, Bridges and UST Removal) on SR-8 (US-80) from NH-0008(538) CR-71 (Bellamy Road) at Bellamy to SR-28 west of the Tombigbee River. Length 5.629 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 33,765,031.08 100.0000% 2 04008 R. R. DAWSON BRIDGE COMPANY, LLC $ 35,162,607.26 104.1391% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060630001 COUNTIES : SUMTER LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 04008 |( ) |RACON, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 780000.00000 780000.00| 780000.00000 780000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per | | | Acre)(Approximately 195 Acres) | | | 0020 201B000 3.000 ACRE| 10000.00000 30000.00| 16500.00000 49500.00| Clearing | | | 0030 204A000 1.000 EACH| 5992.65000 5992.65| 5000.00000 5000.00| Closing Water Well | | | 0040 205A001 1.000 EACH| 4000.00000 4000.00| 5500.00000 5500.00| Removal Of Structures, Structure No. 1 | | | 0050 206A000 LUMP| 200000.00000 200000.00| 100000.00000 100000.00| Removal Of Old Bridge, Station 903+85.1 | | | 0060 206A001 LUMP| 300000.00000 300000.00| 150000.00000 150000.00| Removal Of Old Bridge, Station 918+96.0 | | | 0070 206A002 LUMP| 100000.00000 100000.00| 50000.00000 50000.00| Removal Of Old Bridge, Station 956+08.5 | | | 0080 206A003 LUMP| 100000.00000 100000.00| 50000.00000 50000.00| Removal Of Old Bridge, Station 1016+79. | | | 00 | | | 0090 206B000 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| Removal Of Old Box Culvert, Station | | | 807+85 | | | 0100 206B001 LUMP| 7500.00000 7500.00| 20000.00000 20000.00| Removal Of Old Box Culvert, Station | | | 965+79 | | | 0110 206B002 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| Removal Of Old Box Culvert, Station | | | 1052+12 | | | 0120 206C016 1430.000 SQYD| 10.00000 14300.00| 25.00000 35750.00| Removing Concrete Slope Paving (Under | | | Bridges) | | | 0130 206C022 389.000 SQYD| 15.00000 5835.00| 3.30000 1283.70| Removing Concrete Slab | | | 0140 206C023 300.000 SQYD| 10.00000 3000.00| 4.68000 1404.00| Removing Riprap | | | 0150 206D000 368.000 LF | 15.00000 5520.00| 11.00000 4048.00| Removing Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060630001 COUNTIES : SUMTER LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 04008 |( ) |RACON, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 206D001 1338.000 LF | 2.48000 3318.24| 4.95000 6623.10| Removing Guardrail | | | 0170 206D011 8990.000 LF | 3.00000 26970.00| 2.59000 23284.10| Removing Fence | | | 0180 206E000 15.000 EACH| 1000.00000 15000.00| 306.00000 4590.00| Removing Headwalls | | | 0190 206E008 38.000 EACH| 110.00000 4180.00| 275.00000 10450.00| Removing Guardrail End Anchor (All Type | | | 0200 210A000 514206.000 CUYD| 2.00000 1028412.00| 4.40000 2262506.40| Unclassified Excavation | | | 0210 210C000 15513.000 CUYD| 7.00000 108591.00| 4.70000 72911.10| Muck Excavation | | | 0220 210D000 40227.000 CUYD| 6.00000 241362.00| 6.16000 247798.32| Borrow Excavation | | | 0230 210D011 13511.000 CUYD| 8.00000 108088.00| 6.16000 83227.76| Borrow Excavation (A-4 Or Better) | | | 0240 210D025 93710.000 CUYD| 6.00000 562260.00| 6.16000 577253.60| Borrow Excavation (Improved Roadbed) | | | 0250 210E000 6512.000 CUYD| 12.00000 78144.00| 6.60000 42979.20| Borrow Excavation (Underwater Backfill) | | | 0260 214A000 20979.000 CUYD| 12.00000 251748.00| 6.60000 138461.40| Structure Excavation | | | 0270 214B001 4089.000 CUYD| 40.00000 163560.00| 61.60000 251882.40| Foundation Backfill, Commercial | | | 0280 230A000 632.000 RBST| 400.00000 252800.00| 412.50000 260700.00| Roadbed Processing | | | 0290 250B000 3100.000 CUYD| 90.00000 279000.00| 77.00000 238700.00| Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0300 250C000 7.000 EACH| 5000.00000 35000.00| 2585.00000 18095.00| Underground Storage Tank Removal | | | (Specialty Item) | | | 0310 250N000 4750.000 GAL | 2.00000 9500.00| 1.10000 5225.00| Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | 0320 260A000 14.000 CUYD| 750.00000 10500.00| 250.00000 3500.00| Cement Mortar Flowable Backfill, Mix 1 | | | 0330 301A222 149155.000 SQYD| 4.00000 596620.00| 5.78000 862115.90| Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060630001 COUNTIES : SUMTER LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 04008 |( ) |RACON, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 301A342 156089.000 SQYD| 2.90000 452658.10| 4.73000 738300.97| Selected Soil Subbase Course, Type B, | | | Road Mixed, 6" Compacted Thickness | | | 0350 401A047 168124.000 SQYD| 0.70000 117686.80| 0.67000 112643.08| Bituminous Treatment A, MC-70 | | | 0360 405A000 7686.000 GAL | 2.20000 16909.20| 2.10000 16140.60| Tack Coat | | | 0370 410C000 1.000 EACH| 5500.00000 5500.00| 5250.00000 5250.00| Contractor Retained Profilograph | | | 0380 410H000 1.000 EACH| 82500.00000 82500.00| 78750.00000 78750.00| Material Remixing Device | | | 0390 420A015 8180.000 TON | 95.70000 782826.00| 91.35000 747243.00| Polymer Modified Open Graded Friction | | | Course | | | 0400 424A280 16411.000 TON | 78.25000 1284160.75| 74.70000 1225901.70| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0410 424A286 100.000 TON | 78.54000 7854.00| 74.97000 7497.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0420 424A360 4023.000 TON | 71.79000 288811.17| 68.52000 275655.96| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0430 424B281 23352.000 TON | 71.10000 1660327.20| 67.87000 1584900.24| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0440 424B285 100.000 TON | 93.50000 9350.00| 89.25000 8925.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0450 424B289 5234.000 TON | 76.18000 398726.12| 72.71000 380564.14| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0460 424B292 1891.000 TON | 72.22000 136568.02| 68.93000 130346.63| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060630001 COUNTIES : SUMTER LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 04008 |( ) |RACON, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 424C280 31010.000 TON | 67.41000 2090384.10| 64.34000 1995183.40| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range E | | | 0480 424C290 4115.000 TON | 69.30000 285169.50| 66.15000 272207.25| Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0490 428C000 115564.000 LF | 0.13000 15023.32| 0.13000 15023.32| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0500 430B000 400.000 TON | 50.00000 20000.00| 25.00000 10000.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0510 450B000 936.000 SQYD| 107.00000 100152.00| 135.00000 126360.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0520 502A000 1366324.000 LB | 0.90000 1229691.60| 0.70000 956426.80| Steel Reinforcement | | | 0530 502B000 LUMP| 135000.00000 135000.00| 105500.00000 105500.00| Steel Reinforcement For Bridge | | | Superstructure, E.B.L. Sta. 903+82.0 | | | Approx. | | | 0540 502B001 LUMP| 135000.00000 135000.00| 105500.00000 105500.00| Steel Reinforcement For Bridge | | | Superstructure, W.B.L. Sta. 903+82.0, | | | Approx. | | | 0550 502B002 LUMP| 140000.00000 140000.00| 111500.00000 111500.00| Steel Reinforcement For Bridge | | | Superstructure, E.B.L. Sta. 918+30.0, | | | Approx. | | | 0560 502B003 LUMP| 140000.00000 140000.00| 111500.00000 111500.00| Steel Reinforcement For Bridge | | | Superstructure, W.B.L. Sta. 918+30.0, | | | Approx. | | | 0570 502B004 LUMP| 100000.00000 100000.00| 78500.00000 78500.00| Steel Reinforcement For Bridge | | | Superstructure, E.B.L. Sta. 955+45.0, | | | Approx. | | | 0580 502B005 LUMP| 100000.00000 100000.00| 78500.00000 78500.00| Steel Reinforcement For Bridge | | | Superstructure, W.B.L. Sta. 955+45.0, | | | Approx. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060630001 COUNTIES : SUMTER LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 04008 |( ) |RACON, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 502B006 LUMP| 90000.00000 90000.00| 72000.00000 72000.00| Steel Reinforcement For Bridge | | | Superstructure, E.B.L Sta. 1016+26.4419,| | | Approx. | | | 0600 502B007 LUMP| 90000.00000 90000.00| 72000.00000 72000.00| Steel Reinforcement For Bridge | | | Superstructure, W.B.L. Sta. 1016+79. | | | 5581, Approx. | | | 0610 505A002 8.000 EACH| 3500.00000 28000.00| 1800.00000 14400.00| Steel Test Piles (HP 12x53) | | | 0620 505B057 4.000 EACH| 3000.00000 12000.00| 15000.00000 60000.00| Static Loading Tests (HP 12x53) | | | 0630 505B087 8.000 EACH| 1000.00000 8000.00| 2000.00000 16000.00| Dynamic Loading Tests (HP 12x53) | | | 0640 505M002 7565.000 LF | 44.00000 332860.00| 42.00000 317730.00| Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0650 506A000 688.000 LF | 175.00000 120400.00| 137.00000 94256.00| Drilled Shaft Excavation, 4'-6" Diamete | | | 0660 506A002 658.000 LF | 290.00000 190820.00| 420.00000 276360.00| Drilled Shaft Excavation, 7'-0" Diamete | | | 0670 506A003 367.000 LF | 215.00000 78905.00| 189.00000 69363.00| Drilled Shaft Excavation, 5'-0" Diamete | | | 0680 506A008 2349.000 LF | 115.00000 270135.00| 84.00000 197316.00| Drilled Shaft Excavation, 4'-0" Diamete | | | 0690 506C042 2409.000 LF | 100.00000 240900.00| 100.00000 240900.00| Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0700 506C043 688.000 LF | 120.00000 82560.00| 128.00000 88064.00| Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0710 506C044 367.000 LF | 150.00000 55050.00| 157.00000 57619.00| Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0720 506C048 705.000 LF | 275.00000 193875.00| 292.00000 205860.00| Drilled Shaft Construction, 7'-0" | | | Diameter, Class DS1 Concrete | | | 0730 506F001 81.000 LF | 320.00000 25920.00| 202.00000 16362.00| Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060630001 COUNTIES : SUMTER LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 04008 |( ) |RACON, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 506F003 250.000 LF | 455.00000 113750.00| 448.00000 112000.00| Permanent Drilled Shaft Casing, 7'-0" | | | Diameter | | | 0750 506F006 66.000 LF | 350.00000 23100.00| 246.00000 16236.00| Permanent Drilled Shaft Casing, 5'-0" | | | Diameter | | | 0760 506F008 710.000 LF | 290.00000 205900.00| 135.00000 95850.00| Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0770 506G002 16.000 EACH| 1500.00000 24000.00| 1600.00000 25600.00| Crosshole Sonic Logging, 4'-0" Diameter | | | 0780 506G003 4.000 EACH| 1500.00000 6000.00| 1600.00000 6400.00| Crosshole Sonic Logging, 4'-6" Diameter | | | 0790 506G004 2.000 EACH| 1500.00000 3000.00| 1600.00000 3200.00| Crosshole Sonic Logging, 5'-0" Diameter | | | 0800 506G008 2.000 EACH| 1500.00000 3000.00| 1600.00000 3200.00| Crosshole Sonic Logging, 7'-0" Diameter | | | 0810 506K000 1.000 EACH| 200000.00000 200000.00| 100000.00000 100000.00| Drilled Shaft Axial Load Test | | | 0820 506L000 1.000 EACH| 200000.00000 200000.00| 50000.00000 50000.00| Drilled Shaft Lateral Load Test | | | 0830 508A000 75204.000 LB | 3.00000 225612.00| 3.00000 225612.00| Structural Steel | | | 0840 510A000 2109.000 CUYD| 375.00000 790875.00| 550.00000 1159950.00| Bridge Substructure Concrete, Class A | | | 0850 510C051 LUMP| 400000.00000 400000.00| 375000.00000 375000.00| Bridge Concrete Superstructure, E.B.L. | | | Sta. 903+82.0, Approx. 604 Cu Yds | | | 0860 510C052 LUMP| 400000.00000 400000.00| 375000.00000 375000.00| Bridge Concrete Superstructure, W.B.L. | | | Sta. 903+82.0 Approx. 604 Cu Yds | | | 0870 510C053 LUMP| 400000.00000 400000.00| 425000.00000 425000.00| Bridge Concrete Superstructure, E.B.L. | | | Sta. 918+30.0, Approx. 704 Cu Yds | | | 0880 510C054 LUMP| 400000.00000 400000.00| 425000.00000 425000.00| Bridge Concrete Superstructure, W.B.L. | | | Sta. 918+30.0, Approx. 704 Cu Yds | | | 0890 510C055 LUMP| 300000.00000 300000.00| 300000.00000 300000.00| Bridge Concrete Superstructure, E.B.L. | | | Sta. 955+45.0, Approx. 496 Cu Yds | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060630001 COUNTIES : SUMTER LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 04008 |( ) |RACON, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 510C056 LUMP| 300000.00000 300000.00| 300000.00000 300000.00| Bridge Concrete Superstructure, W.B.L. | | | Sta. 955+45.0, Approx. 496 Cu Yds | | | 0910 510C057 LUMP| 300000.00000 300000.00| 275000.00000 275000.00| Bridge Concrete Superstructure, E.B.L | | | Sta. 1016+26.4419, Approx. 422 | | | 0920 510C058 LUMP| 300000.00000 300000.00| 275000.00000 275000.00| Bridge Concrete Superstructure, W.B.L. | | | Sta. 1016+79.5581, Approx. 422 | | | 0930 510E000 13240.000 SQYD| 2.30000 30452.00| 3.00000 39720.00| Grooving Concrete Bridge Decks | | | 0940 511A052 336.000 EACH| 130.00000 43680.00| 130.00000 43680.00| Elastomeric Bearings, Type 2 (Mark B3) | | | 0950 511A053 104.000 EACH| 185.00000 19240.00| 185.00000 19240.00| Elastomeric Bearings, Type 2 (Mark B4) | | | 0960 513B005 13052.000 LF | 110.00000 1435720.00| 105.00000 1370460.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0970 513B017 7094.000 LF | 165.00000 1170510.00| 150.00000 1064100.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0980 524A010 426.000 CUYD| 552.43000 235335.18| 952.00000 405552.00| Culvert Concrete | | | 0990 524B011 1492.000 CUYD| 400.07000 596904.44| 935.00000 1395020.00| Culvert Concrete Extension (Cast In | | | Place) | | | 1000 530A001 18.000 LF | 53.51000 963.18| 33.00000 594.00| 18" Roadway Pipe (Class 3 R.C.) | | | 1010 530A002 8709.000 LF | 39.62000 345050.58| 52.00000 452868.00| 24" Roadway Pipe (Class 3 R.C.) | | | 1020 530A003 130.000 LF | 53.78000 6991.40| 71.00000 9230.00| 30" Roadway Pipe (Class 3 R.C.) | | | 1030 530A027 212.000 LF | 96.31000 20417.72| 140.00000 29680.00| 42" Roadway Pipe (Class 5 R.C.) | | | 1040 530A101 29.000 LF | 52.32000 1517.28| 33.00000 957.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 1050 530A155 149.000 LF | 45.07000 6715.43| 70.00000 10430.00| 24" Roadway Pipe (14 Gauge C.C.S.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060630001 COUNTIES : SUMTER LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 04008 |( ) |RACON, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1060 530A800 8.000 LF | 58.33000 466.64| 43.00000 344.00| 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 1070 534E000 513.000 LF | 60.00000 30780.00| 11.00000 5643.00| Cleaning Existing Culvert (Less Than Or | | | Equal To 48" Horizontal Opening) | | | 1080 534F000 490.000 LF | 110.00000 53900.00| 11.00000 5390.00| Cleaning Existing Culvert (Greater Than | | | 48" Horizontal Opening) | | | 1090 535A085 172.000 LF | 39.02000 6711.44| 52.00000 8944.00| 24" Side Drain Pipe (Class 3 R.C.) | | | 1100 535A088 108.000 LF | 81.79000 8833.32| 115.00000 12420.00| 42" Side Drain Pipe (Class 3 R.C.) | | | 1110 535A089 63.000 LF | 102.63000 6465.69| 146.00000 9198.00| 48" Side Drain Pipe (Class 3 R.C.) | | | 1120 600A000 LUMP| 2100000.00000 2100000.00| 2710000.00000 2710000.00| Mobilization | | | 1130 602A000 95.000 EACH| 103.88000 9868.60| 165.00000 15675.00| Right Of Way Markers | | | 1140 606A000 1000.000 LF | 16.00000 16000.00| 18.70000 18700.00| 6" Underdrain Pipe | | | 1150 610C001 21716.000 TON | 29.23000 634758.68| 37.40000 812178.40| Loose Riprap, Class 2 | | | 1160 610D003 16726.000 SQYD| 2.31000 38637.06| 3.18000 53188.68| Filter Blanket, Geotextile | | | 1170 619A002 3.000 EACH| 610.39000 1831.17| 743.00000 2229.00| 18" Roadway Pipe End Treatment, Class 1 | | | 1180 619A003 52.000 EACH| 701.95000 36501.40| 798.00000 41496.00| 24" Roadway Pipe End Treatment, Class 1 | | | 1190 619A004 1.000 EACH| 857.45000 857.45| 908.00000 908.00| 30" Roadway Pipe End Treatment, Class 1 | | | 1200 619A006 1.000 EACH| 1815.92000 1815.92| 1210.00000 1210.00| 42" Roadway Pipe End Treatment, Class 1 | | | 1210 619A102 8.000 EACH| 701.95000 5615.60| 798.00000 6384.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 1220 619A106 2.000 EACH| 2387.89000 4775.78| 1650.00000 3300.00| 48" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060630001 COUNTIES : SUMTER LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 04008 |( ) |RACON, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1230 619A275 2.000 EACH| 3369.71000 6739.42| 3025.00000 6050.00| 42" Side Drain Pipe End Treatment, | | | Class 1 (Double Line) | | | 1240 620A000 4.000 CUYD| 2728.87000 10915.48| 1100.00000 4400.00| Minor Structure Concrete | | | 1250 621A000 5.000 EACH| 3489.00000 17445.00| 3300.00000 16500.00| Junction Boxes, Type 1, 1P Or 5 | | | 1260 621A010 2.000 EACH| 3489.00000 6978.00| 3850.00000 7700.00| Junction Boxes, Type 3 | | | 1270 621A013 1.000 EACH| 3489.00000 3489.00| 6050.00000 6050.00| Junction Boxes, Type Special | | | 1280 621A016 1.000 EACH| 3489.00000 3489.00| 5500.00000 5500.00| Junction Boxes, Type 4, 1P Or 5 | | | 1290 621A058 2.000 EACH| 3489.00000 6978.00| 4400.00000 8800.00| Junction Boxes, Type 3 (Modified) | | | 1300 621C020 36.000 EACH| 2326.00000 83736.00| 3575.00000 128700.00| Inlets, Type Y | | | 1310 621C027 1.000 EACH| 2907.50000 2907.50| 3850.00000 3850.00| Inlets, Type C | | | 1320 621C132 30.000 EACH| 2907.50000 87225.00| 4125.00000 123750.00| Inlets, Type Y (Modified) | | | 1330 621D002 1.000 EACH| 465.20000 465.20| 660.00000 660.00| Inlet Units, Type C | | | 1340 621D019 46.000 EACH| 465.20000 21399.20| 660.00000 30360.00| Inlet Units, Type Y | | | 1350 621D055 8.000 EACH| 465.20000 3721.60| 825.00000 6600.00| Inlet Units, Type Y (Modified) | | | 1360 630A001 8789.000 LF | 18.92000 166287.88| 20.35000 178856.15| Steel Beam Guardrail, Class A, Type 2 | | | 1370 630C003 32.000 EACH| 1815.00000 58080.00| 1540.00000 49280.00| Guardrail End Anchor, Type 13 | | | 1380 630C050 43.000 EACH| 2189.00000 94127.00| 2448.00000 105264.00| Guardrail End Anchor, Type 20 Series | | | 1390 636A000 8990.000 LF | 4.00000 35960.00| 11.55000 103834.50| Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 1400 641A612 40.000 LF | 32.00000 1280.00| 58.00000 2320.00| 6 Inch Ductile Iron Water Main Laid | | | 1410 641A746 40.000 LF | 28.00000 1120.00| 48.00000 1920.00| 6 Inch P.V.C. Water Main Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060630001 COUNTIES : SUMTER LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 04008 |( ) |RACON, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1420 641A748 11538.000 LF | 33.27000 383869.26| 30.00000 346140.00| 8 Inch P.V.C. Water Main Laid | | | 1430 641C500 2238.000 LB | 6.45000 14435.10| 9.00000 20142.00| Ductile Iron Fittings | | | 1440 641D500 2.000 EACH| 3010.00000 6020.00| 2427.00000 4854.00| Fire Hydrant | | | 1450 641I612 1.000 EACH| 12150.00000 12150.00| 2276.00000 2276.00| 6 Inch Pressure Reducer Valve | | | 1460 641J512 1.000 EACH| 521.00000 521.00| 360.00000 360.00| 3 Inch Gate Valve With Box | | | 1470 641J516 2.000 EACH| 640.00000 1280.00| 666.00000 1332.00| 6 Inch Gate Valve With Box | | | 1480 641J518 3.000 EACH| 825.00000 2475.00| 1150.00000 3450.00| 8 Inch Gate Valve With Box | | | 1490 641M512 5.000 EACH| 58.00000 290.00| 75.00000 375.00| 6 Inch Retainer Gland | | | 1500 641M514 27.000 EACH| 80.00000 2160.00| 92.00000 2484.00| 8 Inch Retainer Gland | | | 1510 641O514 2.000 EACH| 2250.00000 4500.00| 5211.00000 10422.00| 6 Inch x 6 Inch Tapping Valve And Sleev | | | 1520 645A648 178.000 LF | 28.50000 5073.00| 45.00000 8010.00| 3 Inch P.V.C. Sanitary Sewer Force Main | | | Pipe Laid | | | 1530 649A530 130.000 LF | 69.00000 8970.00| 92.00000 11960.00| 10 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1540 649A545 328.000 LF | 95.00000 31160.00| 104.00000 34112.00| 16 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1550 649A850 1488.000 LF | 73.20000 108921.60| 267.00000 397296.00| 8 Inch HDPE Encasement Pipe, Type 3 | | | Installation | | | 1560 650B000 71132.000 CUYD| 3.00000 213396.00| 4.95000 352103.40| Topsoil From Stockpiles | | | 1570 652A100 105.000 ACRE| 539.00000 56595.00| 715.00000 75075.00| Seeding | | | 1580 652C000 210.000 ACRE| 44.00000 9240.00| 66.00000 13860.00| Mowing | | | 1590 656A010 105.000 ACRE| 440.00000 46200.00| 506.00000 53130.00| Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060630001 COUNTIES : SUMTER LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 04008 |( ) |RACON, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1600 659A036 39609.000 SQYD| 1.32000 52283.88| 1.21000 47926.89| Rolled Erosion Control Product, Type | | | (2D) | | | 1610 659A048 46021.000 SQYD| 4.09000 188225.89| 4.40000 202492.40| Rolled Erosion Control Product, Type | | | (5A) | | | 1620 665A000 40.000 ACRE| 385.00000 15400.00| 495.00000 19800.00| Temporary Seeding | | | 1630 665B000 40.000 ACRE| 423.50000 16940.00| 495.00000 19800.00| Temporary Mulching | | | 1640 665F000 1126.000 EACH| 8.00000 9008.00| 8.00000 9008.00| Hay Bales | | | 1650 665G000 1126.000 EACH| 4.30000 4841.80| 8.00000 9008.00| Sand Bags | | | 1660 665I000 5023.000 TON | 34.00000 170782.00| 46.20000 232062.60| Temporary Riprap, Class 2 | | | 1670 665J000 65184.000 LF | 4.00000 260736.00| 3.30000 215107.20| Silt Fence, Type A | | | 1680 665L000 2860.000 LF | 30.00000 85800.00| 30.00000 85800.00| Floating Basin Boom | | | 1690 665O001 65184.000 LF | 2.00000 130368.00| 1.38000 89953.92| Silt Fence Removal | | | 1700 665Q001 7850.000 LF | 7.09000 55656.50| 7.70000 60445.00| 20 Inch Wattle | | | 1710 666A001 105.000 ACRE| 5.50000 577.50| 28.00000 2940.00| Pest Control Treatment | | | 1720 672B000 1050.000 LB | 13.75000 14437.50| 33.00000 34650.00| Flocculant Powder | | | 1730 672C000 18.000 EACH| 88.00000 1584.00| 220.00000 3960.00| Flocculant Log | | | 1740 674A000 1000.000 LF | 2.00000 2000.00| 7.50000 7500.00| Construction Safety Fence | | | 1750 680A000 LUMP| 350000.00000 350000.00| 350000.00000 350000.00| Engineering Controls | | | 1760 701A028 13.000 MILE| 2109.00000 27417.00| 2090.00000 27170.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1770 701A032 11.000 MILE| 2109.00000 23199.00| 2090.00000 22990.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060630001 COUNTIES : SUMTER LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 04008 |( ) |RACON, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1780 701A041 10.000 MILE| 1332.00000 13320.00| 1320.00000 13200.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1790 701B009 9257.000 LF | 1.66000 15366.62| 1.65000 15274.05| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1800 701C000 12.000 MILE| 832.50000 9990.00| 825.00000 9900.00| Broken Temporary Traffic Stripe | | | 1810 701C001 44.000 MILE| 910.20000 40048.80| 902.00000 39688.00| Solid Temporary Traffic Stripe | | | 1820 701D008 21.000 MILE| 2053.50000 43123.50| 2035.00000 42735.00| Solid Traffic Stripe Removed (Plastic) | | | 1830 701D015 2.000 MILE| 1942.50000 3885.00| 1925.00000 3850.00| Broken Traffic Stripe Removed (Plastic) | | | 1840 701G121 3320.000 LF | 3.05000 10126.00| 3.03000 10059.60| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1850 701G125 3320.000 LF | 5.33000 17695.60| 5.28000 17529.60| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1860 701G133 3320.000 LF | 5.33000 17695.60| 5.28000 17529.60| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1870 703A002 4866.000 SQFT| 3.88000 18880.08| 3.85000 18734.10| Traffic Control Markings, Class 2, Type | | | A | | | 1880 703B002 897.000 SQFT| 4.44000 3982.68| 4.40000 3946.80| Traffic Control Legends, Class 2, Type | | | 1890 703D001 2003.000 SQFT| 2.22000 4446.66| 2.20000 4406.60| Temporary Traffic Control Markings | | | 1900 705A011 78.000 EACH| 6.66000 519.48| 6.60000 514.80| Pavement Markers, Class C, Type 1-A | | | 1910 705A023 150.000 EACH| 6.66000 999.00| 6.60000 990.00| Pavement Markers, Class C, Type 2-D | | | 1920 705A030 217.000 EACH| 6.10000 1323.70| 6.05000 1312.85| Pavement Markers, Class A-H, Type 2-C | | | 1930 705A031 683.000 EACH| 6.10000 4166.30| 6.05000 4132.15| Pavement Markers, Class A-H, Type 1-A | | | 1940 705A032 324.000 EACH| 6.10000 1976.40| 6.05000 1960.20| Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060630001 COUNTIES : SUMTER LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 04008 |( ) |RACON, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1950 705A037 30.000 EACH| 6.10000 183.00| 6.05000 181.50| Pavement Markers, Class A-H, Type 2-D | | | 1960 705A038 982.000 EACH| 6.10000 5990.20| 6.05000 5941.10| Pavement Markers, Class A-H, Type 2-E | | | 1970 707B003 2.000 EACH| 203.52000 407.04| 135.00000 270.00| Type A Hazard Marker Installation | | | 1980 710A115 402.000 SQFT| 20.93000 8413.86| 19.80000 7959.60| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1990 710A126 346.000 SQFT| 23.26000 8047.96| 24.20000 8373.20| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 2000 710B001 1343.000 LF | 6.69000 8984.67| 11.00000 14773.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 2010 713A000 50.000 LF | 137.50000 6875.00| 138.00000 6900.00| Permanent Barricades | | | 2020 726A000 1800.000 LF | 24.20000 43560.00| 35.00000 63000.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 2030 726A001 120.000 LF | 55.00000 6600.00| 50.00000 6000.00| Portable Concrete Safety Barriers, Type | | | 6-A | | | 2040 726D026 12.000 EACH| 6600.00000 79200.00| 15000.00000 180000.00| Portable Impact Attenuator Assembly | | | (Bi-directional, TL-3) | | | 2050 740B000 1147.000 SQFT| 10.47000 12009.09| 9.90000 11355.30| Construction Signs | | | 2060 740D000 685.000 EACH| 67.45000 46203.25| 64.00000 43840.00| Channelizing Drums | | | 2070 740F002 50.000 EACH| 232.60000 11630.00| 220.00000 11000.00| Barricades, Type III | | | 2080 740I005 25.000 EACH| 755.95000 18898.75| 715.00000 17875.00| Warning Lights, Type B (Detachable Head | | | 2090 741C010 1.000 EACH| 5349.80000 5349.80| 5060.00000 5060.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060630001 COUNTIES : SUMTER LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 04008 |( ) |RACON, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2100 998A000 LUMP| 2000000.00000 2000000.00| 425000.00000 425000.00| Construction Fuel (Maximum Bid Limited | | | To $ 2,000,000.00) | | | 2110 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 33,765,031.08| $ 35,162,607.26| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 33,765,031.08| $ 35,162,607.26| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20060630002 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 CONTRACT TIME : 400 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : NHF-0042(501) for constructing the Grade, Drainage, Bridges and Bridge Culverts on the Relocation of SR-42 (US-98) from the Mississippi state line to just east of CR-863 east of Wilmer. Length 7.965 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14003 W. S. NEWELL, INC. $ 21,101,047.08 100.0000% 2 18005 GRADY RALLS & SONS, INC. $ 23,258,878.01 110.2262% 3 05009 EUTAW CONSTRUCTION COMPANY, INC. $ 24,422,485.40 115.7406% 4 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 26,090,019.83 123.6432% 5 20059 TCB CONSTRUCTION COMPANY, INC. $ 30,794,309.40 145.9374% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060630002 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 18005 |( 3 ) 05009 |W. S. NEWELL, INC. |GRADY RALLS & SONS, INC. |EUTAW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 949500.00000 949500.00| 949500.00000 949500.00| 915000.00000 915000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4500 Per Acre) | | | (Approximately 211 Acres) | | | 0020 204A000 7.000 EACH| 500.00000 3500.00| 1200.00000 8400.00| 1000.00000 7000.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 0.01000 0.01| 500.00000 500.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 0.01000 0.01| 500.00000 500.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 0.01000 0.01| 500.00000 500.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 0.01000 0.01| 500.00000 500.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 0.01000 0.01| 500.00000 500.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 5 | | | 0080 210A000 2493581.000 CUYD| 1.73000 4313895.13| 2.41000 6009530.21| 2.15000 5361199.15 Unclassified Excavation | | | 0090 210C000 163888.000 CUYD| 3.50000 573608.00| 2.65000 434303.20| 3.50000 573608.00 Muck Excavation | | | 0100 214A000 41435.000 CUYD| 4.50000 186457.50| 4.75000 196816.25| 8.00000 331480.00 Structure Excavation | | | 0110 214B000 2277.000 CUYD| 2.65000 6034.05| 12.00000 27324.00| 15.00000 34155.00 Foundation Backfill, Local | | | 0120 214B001 19352.000 CUYD| 36.50000 706348.00| 38.00000 735376.00| 42.00000 812784.00 Foundation Backfill, Commercial | | | 0130 215A000 1468.000 CUYD| 10.00000 14680.00| 10.00000 14680.00| 22.00000 32296.00 Unclassified Bridge Excavation | | | 0140 215B000 LUMP| 200000.00000 200000.00| 200000.00000 200000.00| 250000.00000 250000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 159+84.1875, W.B.L. | | | 0150 215B001 LUMP| 200000.00000 200000.00| 150000.00000 150000.00| 190000.00000 190000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 160+04.1875, E.B.L. | | | 0160 215B002 LUMP| 125000.00000 125000.00| 110000.00000 110000.00| 125000.00000 125000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 398+94.1875, W.B.L. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060630002 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 18005 |( 3 ) 05009 |W. S. NEWELL, INC. |GRADY RALLS & SONS, INC. |EUTAW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 215B003 LUMP| 125000.00000 125000.00| 110000.00000 110000.00| 125000.00000 125000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 398+94.1875, E.B.L. | | | 0180 430B000 8000.000 TON | 42.00000 336000.00| 35.00000 280000.00| 46.00000 368000.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0190 502A000 1459100.000 LB | 0.97000 1415327.00| 1.00000 1459100.00| 0.90000 1313190.00 Steel Reinforcement | | | 0200 502B000 LUMP| 118000.00000 118000.00| 117100.00000 117100.00| 90000.00000 90000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 159+84.1875, W.B.L.| | | , Approx. 117100 | | | 0210 502B001 LUMP| 100000.00000 100000.00| 93800.00000 93800.00| 73500.00000 73500.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 160+04.1875, E.B.L.| | | , Approx. 93800 | | | 0220 502B002 LUMP| 110000.00000 110000.00| 108300.00000 108300.00| 83500.00000 83500.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 398+94.1875, W.B.L.| | | , Approx. 108300 | | | 0230 502B003 LUMP| 110000.00000 110000.00| 108300.00000 108300.00| 83500.00000 83500.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 398+94.1875, E.B.L.| | | , Approx. 108300 | | | 0240 503A000 279.000 CUYD| 200.00000 55800.00| 170.00000 47430.00| 196.00000 54684.00 Seal Concrete | | | 0250 505A000 4.000 EACH| 2000.00000 8000.00| 3000.00000 12000.00| 3660.00000 14640.00 Steel Test Piles (HP 10x42) | | | 0260 505A002 4.000 EACH| 2000.00000 8000.00| 3500.00000 14000.00| 4740.00000 18960.00 Steel Test Piles (HP 12x53) | | | 0270 505B055 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| 2570.00000 10280.00 Static Loading Tests (HP 10x42) | | | 0280 505B057 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| 2570.00000 10280.00 Static Loading Tests (HP 12x53) | | | 0290 505B085 4.000 EACH| 2000.00000 8000.00| 1500.00000 6000.00| 881.00000 3524.00 Dynamic Loading Tests (HP 10x42) | | | 0300 505B087 4.000 EACH| 2000.00000 8000.00| 1500.00000 6000.00| 881.00000 3524.00 Dynamic Loading Tests (HP 12x53) | | | 0310 505M000 6320.000 LF | 30.00000 189600.00| 27.50000 173800.00| 33.70000 212984.00 Steel Piling Furnished And Driven (HP | | | 10x42) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060630002 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 18005 |( 3 ) 05009 |W. S. NEWELL, INC. |GRADY RALLS & SONS, INC. |EUTAW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 505M002 15170.000 LF | 35.00000 530950.00| 31.75000 481647.50| 46.50000 705405.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0330 508A000 33230.000 LB | 1.70000 56491.00| 2.50000 83075.00| 1.85000 61475.50 Structural Steel | | | 0340 510A000 1025.000 CUYD| 500.00000 512500.00| 495.00000 507375.00| 950.00000 973750.00 Bridge Substructure Concrete, Class A | | | 0350 510C051 LUMP| 280000.00000 280000.00| 255420.00000 255420.00| 270000.00000 270000.00 Bridge Concrete Superstructure, Sta. | | | 159+84.1875, W.B.L., Approx. 516 | | | 0360 510C052 LUMP| 230000.00000 230000.00| 203940.00000 203940.00| 222000.00000 222000.00 Bridge Concrete Superstructure, Sta. | | | 160+04.1875, E.B.L., Approx. 412 | | | 0370 510C053 LUMP| 250000.00000 250000.00| 250965.00000 250965.00| 255000.00000 255000.00 Bridge Concrete Superstructure, Sta. | | | 398+94.1875, W.B.L., Approx. 507 | | | 0380 510C054 LUMP| 250000.00000 250000.00| 250965.00000 250965.00| 255000.00000 255000.00 Bridge Concrete Superstructure, Sta. | | | 398+94.1875, E.B.L., Approx. 507 | | | 0390 510E000 5800.000 SQYD| 2.85000 16530.00| 2.75000 15950.00| 2.50000 14500.00 Grooving Concrete Bridge Decks | | | 0400 511A052 180.000 EACH| 80.00000 14400.00| 250.00000 45000.00| 90.00000 16200.00 Elastomeric Bearings, Type 2 (Mark B3) | | | 0410 511A053 24.000 EACH| 130.00000 3120.00| 250.00000 6000.00| 130.00000 3120.00 Elastomeric Bearings, Type 2 (Mark B4) | | | 0420 513B005 7129.000 LF | 142.00000 1012318.00| 130.00000 926770.00| 125.00000 891125.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0430 513B017 1490.000 LF | 205.00000 305450.00| 175.00000 260750.00| 180.00000 268200.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0440 524A011 7016.000 CUYD| 305.00000 2139880.00| 340.00000 2385440.00| 315.00000 2210040.00 Culvert Concrete (Cast In Place) | | | 0450 530A000 1500.000 LF | 31.35000 47025.00| 26.00000 39000.00| 25.00000 37500.00 15" Roadway Pipe (Class 3 R.C.) | | | 0460 530A001 6266.000 LF | 35.75000 224009.50| 29.00000 181714.00| 35.00000 219310.00 18" Roadway Pipe (Class 3 R.C.) | | | 0470 530A002 586.000 LF | 49.00000 28714.00| 38.00000 22268.00| 45.00000 26370.00 24" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060630002 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 18005 |( 3 ) 05009 |W. S. NEWELL, INC. |GRADY RALLS & SONS, INC. |EUTAW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 530A003 324.000 LF | 68.50000 22194.00| 51.00000 16524.00| 55.00000 17820.00 30" Roadway Pipe (Class 3 R.C.) | | | 0490 530A005 497.000 LF | 105.50000 52433.50| 79.00000 39263.00| 100.00000 49700.00 42" Roadway Pipe (Class 3 R.C.) | | | 0500 530A006 313.000 LF | 129.00000 40377.00| 102.00000 31926.00| 120.00000 37560.00 48" Roadway Pipe (Class 3 R.C.) | | | 0510 530A007 231.000 LF | 155.00000 35805.00| 125.00000 28875.00| 140.00000 32340.00 54" Roadway Pipe (Class 3 R.C.) | | | 0520 530A012 813.000 LF | 40.00000 32520.00| 32.00000 26016.00| 42.00000 34146.00 18" Roadway Pipe (Class 4 R.C.) | | | 0530 530A013 207.000 LF | 56.00000 11592.00| 42.00000 8694.00| 51.00000 10557.00 24" Roadway Pipe (Class 4 R.C.) | | | 0540 530A018 274.000 LF | 182.00000 49868.00| 135.00000 36990.00| 158.00000 43292.00 54" Roadway Pipe (Class 4 R.C.) | | | 0550 530A800 326.000 LF | 37.00000 12062.00| 19.00000 6194.00| 40.00000 13040.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0560 535A001 126.000 LF | 27.00000 3402.00| 24.00000 3024.00| 30.00000 3780.00 18" Side Drain Pipe | | | 0570 535A002 47.000 LF | 33.00000 1551.00| 34.00000 1598.00| 42.00000 1974.00 24" Side Drain Pipe | | | 0580 535A003 84.000 LF | 51.00000 4284.00| 42.00000 3528.00| 54.00000 4536.00 30" Side Drain Pipe | | | 0590 535B010 50.000 LF | 62.00000 3100.00| 58.00000 2900.00| 62.00000 3100.00 36" Span, 23" Rise Side Drain Pipe | | | 0600 600A000 LUMP| 433122.00000 433122.00| 1500000.00000 1500000.00| 2330000.00000 2330000.00 Mobilization | | | 0610 602A000 94.000 EACH| 137.00000 12878.00| 125.00000 11750.00| 150.00000 14100.00 Right Of Way Markers | | | 0620 602B000 9.000 EACH| 175.00000 1575.00| 125.00000 1125.00| 150.00000 1350.00 Land Survey Markers | | | 0630 606A000 2000.000 LF | 16.75000 33500.00| 9.00000 18000.00| 10.00000 20000.00 6" Underdrain Pipe | | | 0640 606A012 3000.000 LF | 16.75000 50250.00| 12.00000 36000.00| 12.00000 36000.00 6" Underdrain Pipe, Type 8 | | | 0650 610C001 14487.000 TON | 61.75000 894572.25| 43.00000 622941.00| 55.00000 796785.00 Loose Riprap, Class 2 | | | 0660 610D000 20263.000 SQYD| 3.19000 64638.97| 1.85000 37486.55| 2.00000 40526.00 Filter Blanket | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060630002 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 18005 |( 3 ) 05009 |W. S. NEWELL, INC. |GRADY RALLS & SONS, INC. |EUTAW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 614A000 277.000 CUYD| 240.00000 66480.00| 285.00000 78945.00| 325.00000 90025.00 Slope Paving | | | 0680 619A002 48.000 EACH| 575.00000 27600.00| 475.00000 22800.00| 800.00000 38400.00 18" Roadway Pipe End Treatment, Class 1 | | | 0690 619A003 2.000 EACH| 625.00000 1250.00| 575.00000 1150.00| 900.00000 1800.00 24" Roadway Pipe End Treatment, Class 1 | | | 0700 619A004 2.000 EACH| 950.00000 1900.00| 675.00000 1350.00| 1000.00000 2000.00 30" Roadway Pipe End Treatment, Class 1 | | | 0710 619A006 1.000 EACH| 1150.00000 1150.00| 875.00000 875.00| 2500.00000 2500.00 42" Roadway Pipe End Treatment, Class 1 | | | 0720 619A007 2.000 EACH| 1250.00000 2500.00| 975.00000 1950.00| 2000.00000 4000.00 48" Roadway Pipe End Treatment, Class 1 | | | 0730 619A008 2.000 EACH| 1650.00000 3300.00| 1075.00000 2150.00| 2000.00000 4000.00 54" Roadway Pipe End Treatment, Class 1 | | | 0740 619A056 2.000 EACH| 1725.00000 3450.00| 1875.00000 3750.00| 2500.00000 5000.00 42" Roadway Pipe End Treatment, Class 2 | | | 0750 619A058 2.000 EACH| 2380.00000 4760.00| 2075.00000 4150.00| 3500.00000 7000.00 54" Roadway Pipe End Treatment, Class 2 | | | 0760 619A101 8.000 EACH| 575.00000 4600.00| 475.00000 3800.00| 1000.00000 8000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0770 619A102 2.000 EACH| 625.00000 1250.00| 575.00000 1150.00| 1250.00000 2500.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0780 619A128 4.000 EACH| 1475.00000 5900.00| 675.00000 2700.00| 2500.00000 10000.00 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 0790 619B118 2.000 EACH| 675.00000 1350.00| 675.00000 1350.00| 2500.00000 5000.00 36" Span, 23" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0800 620A000 8.000 CUYD| 850.00000 6800.00| 1000.00000 8000.00| 2000.00000 16000.00 Minor Structure Concrete | | | 0810 621A000 9.000 EACH| 2950.00000 26550.00| 4300.00000 38700.00| 4500.00000 40500.00 Junction Boxes, Type 1, 1P Or 5 | | | 0820 621A004 18.000 EACH| 4750.00000 85500.00| 5800.00000 104400.00| 5500.00000 99000.00 Junction Boxes, Type 4 | | | 0830 621A005 6.000 EACH| 2850.00000 17100.00| 4300.00000 25800.00| 3500.00000 21000.00 Junction Boxes, Type 1 | | | 0840 621B004 11.000 EACH| 950.00000 10450.00| 850.00000 9350.00| 900.00000 9900.00 Junction Box Units, Type 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060630002 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 18005 |( 3 ) 05009 |W. S. NEWELL, INC. |GRADY RALLS & SONS, INC. |EUTAW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 621B005 11.000 EACH| 600.00000 6600.00| 750.00000 8250.00| 900.00000 9900.00 Junction Box Units, Type 1 | | | 0860 621C020 71.000 EACH| 2150.00000 152650.00| 2900.00000 205900.00| 2500.00000 177500.00 Inlets, Type Y | | | 0870 621D019 86.000 EACH| 550.00000 47300.00| 560.00000 48160.00| 700.00000 60200.00 Inlet Units, Type Y | | | 0880 621I003 1.000 EACH| 17000.00000 17000.00| 8500.00000 8500.00| 20000.00000 20000.00 Stilling Basins, Type 3 | | | 0890 634A000 16163.000 LF | 7.90000 127687.70| 10.00000 161630.00| 9.50000 153548.50 Industrial Fence, 4 Feet High | | | 0900 641A682 1229.000 LF | 20.00000 24580.00| 64.60000 79393.40| 35.00000 43015.00 6 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0910 641C500 495.000 LB | 7.00000 3465.00| 6.70000 3316.50| 5.00000 2475.00 Ductile Iron Fittings | | | 0920 641D500 3.000 EACH| 1800.00000 5400.00| 1528.50000 4585.50| 3500.00000 10500.00 Fire Hydrant | | | 0930 641J516 6.000 EACH| 700.00000 4200.00| 560.00000 3360.00| 4000.00000 24000.00 6 Inch Gate Valve With Box | | | 0940 641L500 3.000 CUYD| 265.00000 795.00| 225.00000 675.00| 660.00000 1980.00 Concrete for Water Mains (Thrust Blocks | | | 0950 641M512 30.000 EACH| 50.00000 1500.00| 46.00000 1380.00| 200.00000 6000.00 6 Inch Retainer Gland | | | 0960 641N510 3.000 EACH| 495.00000 1485.00| 482.00000 1446.00| 750.00000 2250.00 6 Inch x 6 Inch Anchor Tee | | | 0970 641S500 1.000 EACH| 240.00000 240.00| 1500.00000 1500.00| 700.00000 700.00 Valve Box Reset | | | 0980 649A535 660.000 LF | 70.00000 46200.00| 143.00000 94380.00| 100.00000 66000.00 12 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 0990 650B000 98152.000 CUYD| 2.50000 245380.00| 3.10000 304271.20| 2.50000 245380.00 Topsoil From Stockpiles | | | 1000 652A100 211.000 ACRE| 650.00000 137150.00| 610.00000 128710.00| 625.00000 131875.00 Seeding | | | 1010 652C000 422.000 ACRE| 65.00000 27430.00| 60.00000 25320.00| 50.00000 21100.00 Mowing | | | 1020 654A001 7613.000 SQYD| 4.00000 30452.00| 3.30000 25122.90| 4.00000 30452.00 Solid Sodding (Bermuda) | | | 1030 656A010 211.000 ACRE| 500.00000 105500.00| 445.00000 93895.00| 450.00000 94950.00 Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060630002 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 18005 |( 3 ) 05009 |W. S. NEWELL, INC. |GRADY RALLS & SONS, INC. |EUTAW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 659A036 4000.000 SQYD| 2.00000 8000.00| 1.75000 7000.00| 1.10000 4400.00 Rolled Erosion Control Product, Type | | | (2D) | | | 1050 659A048 31241.000 SQYD| 4.50000 140584.50| 2.10000 65606.10| 4.00000 124964.00 Rolled Erosion Control Product, Type | | | (5A) | | | 1060 665A000 422.000 ACRE| 400.00000 168800.00| 400.00000 168800.00| 450.00000 189900.00 Temporary Seeding | | | 1070 665B000 422.000 ACRE| 500.00000 211000.00| 350.00000 147700.00| 500.00000 211000.00 Temporary Mulching | | | 1080 665C000 2974.000 LF | 24.00000 71376.00| 21.00000 62454.00| 10.00000 29740.00 15" Temporary Pipe | | | 1090 665E000 1600.000 SQYD| 2.00000 3200.00| 1.25000 2000.00| 1.50000 2400.00 Polyethylene | | | 1100 665F000 500.000 EACH| 8.00000 4000.00| 3.00000 1500.00| 8.00000 4000.00 Hay Bales | | | 1110 665I000 792.000 TON | 65.00000 51480.00| 31.00000 24552.00| 55.00000 43560.00 Temporary Riprap, Class 2 | | | 1120 665J000 52839.000 LF | 4.00000 211356.00| 3.25000 171726.75| 3.00000 158517.00 Silt Fence, Type A | | | 1130 665K000 10187.000 CUYD| 5.00000 50935.00| 2.85000 29032.95| 15.00000 152805.00 Drainage Sump Excavation | | | 1140 665L000 2242.000 LF | 15.00000 33630.00| 12.00000 26904.00| 17.50000 39235.00 Floating Basin Boom | | | 1150 665O001 9643.000 LF | 0.01000 96.43| 1.00000 9643.00| 0.75000 7232.25 Silt Fence Removal | | | 1160 665P001 71.000 EACH| 350.00000 24850.00| 250.00000 17750.00| 300.00000 21300.00 Inlet Protection Device | | | 1170 665Q001 8360.000 LF | 6.00000 50160.00| 5.10000 42636.00| 7.30000 61028.00 20 Inch Wattle | | | 1180 666A001 104.000 ACRE| 10.00000 1040.00| 100.00000 10400.00| 40.00000 4160.00 Pest Control Treatment | | | 1190 672A000 468.000 GAL | 135.00000 63180.00| 25.00000 11700.00| 150.00000 70200.00 Flocculant Liquid | | | 1200 672C000 350.000 EACH| 175.00000 61250.00| 150.00000 52500.00| 200.00000 70000.00 Flocculant Log | | | 1210 680A000 LUMP| 74076.00000 74076.00| 266000.00000 266000.00| 650000.00000 650000.00 Engineering Controls | | | 1220 713A000 100.000 LF | 135.00000 13500.00| 15.00000 1500.00| 135.00000 13500.00 Permanent Barricades | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060630002 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 18005 |( 3 ) 05009 |W. S. NEWELL, INC. |GRADY RALLS & SONS, INC. |EUTAW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1230 740B000 681.000 SQFT| 8.50000 5788.50| 14.00000 9534.00| 13.00000 8853.00 Construction Signs | | | 1240 740F002 107.000 EACH| 228.00000 24396.00| 300.00000 32100.00| 250.00000 26750.00 Barricades, Type III | | | 1250 740I005 61.000 EACH| 350.00000 21350.00| 1500.00000 91500.00| 500.00000 30500.00 Warning Lights, Type B (Detachable Head | | | 1260 998A000 LUMP| 997432.00000 997432.00| 750000.00000 750000.00| 1.00000 1.00 Construction Fuel (Maximum Bid Limited | | | To $ 1,580,000.00) | | | 1270 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| 0.80000 4800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 21,101,047.08| $ 23,258,878.01| $ 24,422,485.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 21,101,047.08| $ 23,258,878.01| $ 24,422,485.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060630002 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 20059 |( ) |JOHN G. WALTON CONSTRUCTION |TCB CONSTRUCTION COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 949500.00000 949500.00| 949500.00000 949500.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4500 Per Acre) | | | (Approximately 211 Acres) | | | 0020 204A000 7.000 EACH| 556.50000 3895.50| 1700.00000 11900.00| Closing Water Well | | | 0030 205A001 1.000 EACH| 1669.50000 1669.50| 3000.00000 3000.00| Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 1669.50000 1669.50| 3000.00000 3000.00| Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 1669.50000 1669.50| 3000.00000 3000.00| Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 1669.50000 1669.50| 3000.00000 3000.00| Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 1669.50000 1669.50| 4000.00000 4000.00| Removal Of Structures, Structure No. 5 | | | 0080 210A000 2493581.000 CUYD| 3.07000 7655293.67| 3.00000 7480743.00| Unclassified Excavation | | | 0090 210C000 163888.000 CUYD| 4.60000 753884.80| 7.00000 1147216.00| Muck Excavation | | | 0100 214A000 41435.000 CUYD| 7.73000 320292.55| 6.00000 248610.00| Structure Excavation | | | 0110 214B000 2277.000 CUYD| 10.56000 24045.12| 12.30000 28007.10| Foundation Backfill, Local | | | 0120 214B001 19352.000 CUYD| 40.62000 786078.24| 46.70000 903738.40| Foundation Backfill, Commercial | | | 0130 215A000 1468.000 CUYD| 11.13000 16338.84| 24.50000 35966.00| Unclassified Bridge Excavation | | | 0140 215B000 LUMP| 222600.00000 222600.00| 238000.00000 238000.00| Cofferdams Or Sheeting And Shoring, Sta | | | 159+84.1875, W.B.L. | | | 0150 215B001 LUMP| 166950.00000 166950.00| 182000.00000 182000.00| Cofferdams Or Sheeting And Shoring, Sta | | | 160+04.1875, E.B.L. | | | 0160 215B002 LUMP| 122430.00000 122430.00| 108000.00000 108000.00| Cofferdams Or Sheeting And Shoring, Sta | | | 398+94.1875, W.B.L. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060630002 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 20059 |( ) |JOHN G. WALTON CONSTRUCTION |TCB CONSTRUCTION COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 215B003 LUMP| 122430.00000 122430.00| 108000.00000 108000.00| Cofferdams Or Sheeting And Shoring, Sta | | | 398+94.1875, E.B.L. | | | 0180 430B000 8000.000 TON | 40.83000 326640.00| 42.30000 338400.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0190 502A000 1459100.000 LB | 0.87000 1269417.00| 1.10000 1605010.00| Steel Reinforcement | | | 0200 502B000 LUMP| 130332.30000 130332.30| 100000.00000 100000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 159+84.1875, W.B.L.| | | , Approx. 117100 | | | 0210 502B001 LUMP| 104399.40000 104399.40| 81700.00000 81700.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 160+04.1875, E.B.L.| | | , Approx. 93800 | | | 0220 502B002 LUMP| 120537.90000 120537.90| 92800.00000 92800.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 398+94.1875, W.B.L.| | | , Approx. 108300 | | | 0230 502B003 LUMP| 120537.90000 120537.90| 92800.00000 92800.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 398+94.1875, E.B.L.| | | , Approx. 108300 | | | 0240 503A000 279.000 CUYD| 189.21000 52789.59| 218.00000 60822.00| Seal Concrete | | | 0250 505A000 4.000 EACH| 3339.00000 13356.00| 4070.00000 16280.00| Steel Test Piles (HP 10x42) | | | 0260 505A002 4.000 EACH| 3895.50000 15582.00| 5270.00000 21080.00| Steel Test Piles (HP 12x53) | | | 0270 505B055 4.000 EACH| 2226.00000 8904.00| 2860.00000 11440.00| Static Loading Tests (HP 10x42) | | | 0280 505B057 4.000 EACH| 2226.00000 8904.00| 2860.00000 11440.00| Static Loading Tests (HP 12x53) | | | 0290 505B085 4.000 EACH| 1669.50000 6678.00| 980.00000 3920.00| Dynamic Loading Tests (HP 10x42) | | | 0300 505B087 4.000 EACH| 1669.50000 6678.00| 980.00000 3920.00| Dynamic Loading Tests (HP 12x53) | | | 0310 505M000 6320.000 LF | 30.61000 193455.20| 37.50000 237000.00| Steel Piling Furnished And Driven (HP | | | 10x42) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060630002 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 20059 |( ) |JOHN G. WALTON CONSTRUCTION |TCB CONSTRUCTION COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 505M002 15170.000 LF | 35.34000 536107.80| 51.70000 784289.00| Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0330 508A000 33230.000 LB | 2.78000 92379.40| 2.10000 69783.00| Structural Steel | | | 0340 510A000 1025.000 CUYD| 550.94000 564713.50| 1190.00000 1219750.00| Bridge Substructure Concrete, Class A | | | 0350 510C051 LUMP| 284282.46000 284282.46| 300000.00000 300000.00| Bridge Concrete Superstructure, Sta. | | | 159+84.1875, W.B.L., Approx. 516 | | | 0360 510C052 LUMP| 226985.22000 226985.22| 247000.00000 247000.00| Bridge Concrete Superstructure, Sta. | | | 160+04.1875, E.B.L., Approx. 412 | | | 0370 510C053 LUMP| 279324.05000 279324.05| 284000.00000 284000.00| Bridge Concrete Superstructure, Sta. | | | 398+94.1875, W.B.L., Approx. 507 | | | 0380 510C054 LUMP| 279324.05000 279324.05| 284000.00000 284000.00| Bridge Concrete Superstructure, Sta. | | | 398+94.1875, E.B.L., Approx. 507 | | | 0390 510E000 5800.000 SQYD| 3.06000 17748.00| 2.50000 14500.00| Grooving Concrete Bridge Decks | | | 0400 511A052 180.000 EACH| 278.25000 50085.00| 98.00000 17640.00| Elastomeric Bearings, Type 2 (Mark B3) | | | 0410 511A053 24.000 EACH| 278.25000 6678.00| 144.00000 3456.00| Elastomeric Bearings, Type 2 (Mark B4) | | | 0420 513B005 7129.000 LF | 144.69000 1031495.01| 135.00000 962415.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0430 513B017 1490.000 LF | 194.78000 290222.20| 185.00000 275650.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0440 524A011 7016.000 CUYD| 339.47000 2381721.52| 438.00000 3073008.00| Culvert Concrete (Cast In Place) | | | 0450 530A000 1500.000 LF | 29.03000 43545.00| 31.20000 46800.00| 15" Roadway Pipe (Class 3 R.C.) | | | 0460 530A001 6266.000 LF | 31.14000 195123.24| 34.50000 216177.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0470 530A002 586.000 LF | 43.91000 25731.26| 48.00000 28128.00| 24" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060630002 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 20059 |( ) |JOHN G. WALTON CONSTRUCTION |TCB CONSTRUCTION COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 530A003 324.000 LF | 54.78000 17748.72| 64.00000 20736.00| 30" Roadway Pipe (Class 3 R.C.) | | | 0490 530A005 497.000 LF | 94.73000 47080.81| 106.00000 52682.00| 42" Roadway Pipe (Class 3 R.C.) | | | 0500 530A006 313.000 LF | 117.67000 36830.71| 133.00000 41629.00| 48" Roadway Pipe (Class 3 R.C.) | | | 0510 530A007 231.000 LF | 138.76000 32053.56| 164.00000 37884.00| 54" Roadway Pipe (Class 3 R.C.) | | | 0520 530A012 813.000 LF | 33.96000 27609.48| 41.20000 33495.60| 18" Roadway Pipe (Class 4 R.C.) | | | 0530 530A013 207.000 LF | 47.94000 9923.58| 336.00000 69552.00| 24" Roadway Pipe (Class 4 R.C.) | | | 0540 530A018 274.000 LF | 161.59000 44275.66| 195.00000 53430.00| 54" Roadway Pipe (Class 4 R.C.) | | | 0550 530A800 326.000 LF | 38.96000 12700.96| 39.00000 12714.00| 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0560 535A001 126.000 LF | 34.97000 4406.22| 35.00000 4410.00| 18" Side Drain Pipe | | | 0570 535A002 47.000 LF | 51.96000 2442.12| 48.00000 2256.00| 24" Side Drain Pipe | | | 0580 535A003 84.000 LF | 63.06000 5297.04| 64.00000 5376.00| 30" Side Drain Pipe | | | 0590 535B010 50.000 LF | 72.51000 3625.50| 80.00000 4000.00| 36" Span, 23" Rise Side Drain Pipe | | | 0600 600A000 LUMP| 1825469.00000 1825469.00| 2500000.00000 2500000.00| Mobilization | | | 0610 602A000 94.000 EACH| 122.98000 11560.12| 112.00000 10528.00| Right Of Way Markers | | | 0620 602B000 9.000 EACH| 380.42000 3423.78| 334.00000 3006.00| Land Survey Markers | | | 0630 606A000 2000.000 LF | 18.23000 36460.00| 14.50000 29000.00| 6" Underdrain Pipe | | | 0640 606A012 3000.000 LF | 45.52000 136560.00| 16.70000 50100.00| 6" Underdrain Pipe, Type 8 | | | 0650 610C001 14487.000 TON | 49.74000 720583.38| 54.50000 789541.50| Loose Riprap, Class 2 | | | 0660 610D000 20263.000 SQYD| 2.43000 49239.09| 2.20000 44578.60| Filter Blanket | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060630002 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 20059 |( ) |JOHN G. WALTON CONSTRUCTION |TCB CONSTRUCTION COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 614A000 277.000 CUYD| 389.55000 107905.35| 390.00000 108030.00| Slope Paving | | | 0680 619A002 48.000 EACH| 706.76000 33924.48| 706.00000 33888.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0690 619A003 2.000 EACH| 883.72000 1767.44| 883.00000 1766.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0700 619A004 2.000 EACH| 1096.31000 2192.62| 995.00000 1990.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0710 619A006 1.000 EACH| 1332.26000 1332.26| 1330.00000 1330.00| 42" Roadway Pipe End Treatment, Class 1 | | | 0720 619A007 2.000 EACH| 1778.58000 3557.16| 1776.00000 3552.00| 48" Roadway Pipe End Treatment, Class 1 | | | 0730 619A008 2.000 EACH| 2045.70000 4091.40| 2043.00000 4086.00| 54" Roadway Pipe End Treatment, Class 1 | | | 0740 619A056 2.000 EACH| 2754.68000 5509.36| 2750.00000 5500.00| 42" Roadway Pipe End Treatment, Class 2 | | | 0750 619A058 2.000 EACH| 3776.41000 7552.82| 3770.00000 7540.00| 54" Roadway Pipe End Treatment, Class 2 | | | 0760 619A101 8.000 EACH| 999.47000 7995.76| 1000.00000 8000.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0770 619A102 2.000 EACH| 1168.65000 2337.30| 1170.00000 2340.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0780 619A128 4.000 EACH| 2159.22000 8636.88| 2160.00000 8640.00| 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 0790 619B118 2.000 EACH| 2165.90000 4331.80| 2163.00000 4326.00| 36" Span, 23" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0800 620A000 8.000 CUYD| 1669.50000 13356.00| 1670.00000 13360.00| Minor Structure Concrete | | | 0810 621A000 9.000 EACH| 5002.94000 45026.46| 5000.00000 45000.00| Junction Boxes, Type 1, 1P Or 5 | | | 0820 621A004 18.000 EACH| 6293.66000 113285.88| 6300.00000 113400.00| Junction Boxes, Type 4 | | | 0830 621A005 6.000 EACH| 5388.03000 32328.18| 5380.00000 32280.00| Junction Boxes, Type 1 | | | 0840 621B004 11.000 EACH| 773.54000 8508.94| 773.00000 8503.00| Junction Box Units, Type 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060630002 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 20059 |( ) |JOHN G. WALTON CONSTRUCTION |TCB CONSTRUCTION COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 621B005 11.000 EACH| 667.80000 7345.80| 670.00000 7370.00| Junction Box Units, Type 1 | | | 0860 621C020 71.000 EACH| 2604.42000 184913.82| 2600.00000 184600.00| Inlets, Type Y | | | 0870 621D019 86.000 EACH| 439.64000 37809.04| 440.00000 37840.00| Inlet Units, Type Y | | | 0880 621I003 1.000 EACH| 22705.20000 22705.20| 22700.00000 22700.00| Stilling Basins, Type 3 | | | 0890 634A000 16163.000 LF | 9.91000 160175.33| 9.00000 145467.00| Industrial Fence, 4 Feet High | | | 0900 641A682 1229.000 LF | 31.45000 38652.05| 37.50000 46087.50| 6 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0910 641C500 495.000 LB | 6.00000 2970.00| 5.40000 2673.00| Ductile Iron Fittings | | | 0920 641D500 3.000 EACH| 2014.08000 6042.24| 3625.00000 10875.00| Fire Hydrant | | | 0930 641J516 6.000 EACH| 1004.15000 6024.90| 875.00000 5250.00| 6 Inch Gate Valve With Box | | | 0940 641L500 3.000 CUYD| 736.81000 2210.43| 275.00000 825.00| Concrete for Water Mains (Thrust Blocks | | | 0950 641M512 30.000 EACH| 70.21000 2106.30| 87.50000 2625.00| 6 Inch Retainer Gland | | | 0960 641N510 3.000 EACH| 472.13000 1416.39| 625.00000 1875.00| 6 Inch x 6 Inch Anchor Tee | | | 0970 641S500 1.000 EACH| 368.40000 368.40| 375.00000 375.00| Valve Box Reset | | | 0980 649A535 660.000 LF | 84.50000 55770.00| 162.50000 107250.00| 12 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 0990 650B000 98152.000 CUYD| 0.25000 24538.00| 5.40000 530020.80| Topsoil From Stockpiles | | | 1000 652A100 211.000 ACRE| 678.93000 143254.23| 730.00000 154030.00| Seeding | | | 1010 652C000 422.000 ACRE| 53.42000 22543.24| 72.30000 30510.60| Mowing | | | 1020 654A001 7613.000 SQYD| 3.62000 27559.06| 4.50000 34258.50| Solid Sodding (Bermuda) | | | 1030 656A010 211.000 ACRE| 495.29000 104506.19| 560.00000 118160.00| Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060630002 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 20059 |( ) |JOHN G. WALTON CONSTRUCTION |TCB CONSTRUCTION COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 659A036 4000.000 SQYD| 2.06000 8240.00| 2.30000 9200.00| Rolled Erosion Control Product, Type | | | (2D) | | | 1050 659A048 31241.000 SQYD| 4.15000 129650.15| 5.00000 156205.00| Rolled Erosion Control Product, Type | | | (5A) | | | 1060 665A000 422.000 ACRE| 445.20000 187874.40| 445.00000 187790.00| Temporary Seeding | | | 1070 665B000 422.000 ACRE| 389.55000 164390.10| 556.00000 234632.00| Temporary Mulching | | | 1080 665C000 2974.000 LF | 22.66000 67390.84| 32.30000 96060.20| 15" Temporary Pipe | | | 1090 665E000 1600.000 SQYD| 1.11000 1776.00| 1.70000 2720.00| Polyethylene | | | 1100 665F000 500.000 EACH| 5.57000 2785.00| 11.20000 5600.00| Hay Bales | | | 1110 665I000 792.000 TON | 52.37000 41477.04| 56.00000 44352.00| Temporary Riprap, Class 2 | | | 1120 665J000 52839.000 LF | 3.45000 182294.55| 3.40000 179652.60| Silt Fence, Type A | | | 1130 665K000 10187.000 CUYD| 7.31000 74466.97| 10.00000 101870.00| Drainage Sump Excavation | | | 1140 665L000 2242.000 LF | 10.02000 22464.84| 16.70000 37441.40| Floating Basin Boom | | | 1150 665O001 9643.000 LF | 0.39000 3760.77| 1.20000 11571.60| Silt Fence Removal | | | 1160 665P001 71.000 EACH| 439.64000 31214.44| 390.00000 27690.00| Inlet Protection Device | | | 1170 665Q001 8360.000 LF | 6.51000 54423.60| 6.70000 56012.00| 20 Inch Wattle | | | 1180 666A001 104.000 ACRE| 44.52000 4630.08| 12.00000 1248.00| Pest Control Treatment | | | 1190 672A000 468.000 GAL | 111.30000 52088.40| 139.00000 65052.00| Flocculant Liquid | | | 1200 672C000 350.000 EACH| 166.95000 58432.50| 150.00000 52500.00| Flocculant Log | | | 1210 680A000 LUMP| 346672.85000 346672.85| 366250.00000 366250.00| Engineering Controls | | | 1220 713A000 100.000 LF | 150.26000 15026.00| 56.00000 5600.00| Permanent Barricades | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -17 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060630002 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 20059 |( ) |JOHN G. WALTON CONSTRUCTION |TCB CONSTRUCTION COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1230 740B000 681.000 SQFT| 17.85000 12155.85| 12.00000 8172.00| Construction Signs | | | 1240 740F002 107.000 EACH| 216.93000 23211.51| 445.00000 47615.00| Barricades, Type III | | | 1250 740I005 61.000 EACH| 83.48000 5092.28| 445.00000 27145.00| Warning Lights, Type B (Detachable Head | | | 1260 998A000 LUMP| 478098.00000 478098.00| 1493000.00000 1493000.00| Construction Fuel (Maximum Bid Limited | | | To $ 1,580,000.00) | | | 1270 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 26,090,019.83| $ 30,794,309.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 26,090,019.83| $ 30,794,309.40| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20060630003 COUNTIES : TUSCALOOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 CONTRACT TIME : 315 Working Days (available days) CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : ACNHF-0076(502) for constructing the Additional Lanes (Grade, Drainage, Pavement, Signing and Signals) on SR-13 (US-43) from SR-6 (US-82) in Northport to north of SR-171. Length 2.129 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07508 GILCO CONTRACTING, INC. $ 10,375,000.00 100.0000% 2 18024 RACON, INC. $ 11,135,736.60 107.3324% 3 01087 APAC-SOUTHEAST, INC. $ 11,711,688.19 112.8837% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060630003 COUNTIES : TUSCALOOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07508 |( 2 ) 18024 |( 3 ) 01087 |GILCO CONTRACTING, INC. |RACON, 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 201A002 LUMP| 168000.00000 168000.00| 168000.00000 168000.00| 168000.00000 168000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4,000 Per | | | Acre)(Approximately 42 Acres) | | | 0020 205A001 1.000 EACH| 8101.25000 8101.25| 5000.00000 5000.00| 5103.50000 5103.50 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 10159.04000 10159.04| 5000.00000 5000.00| 5103.50000 5103.50 Removal Of Structures, Structure No. 2 | | | 0040 205A004 1.000 EACH| 8101.25000 8101.25| 5000.00000 5000.00| 5103.50000 5103.50 Removal Of Structures, Structure No. 4 | | | 0050 206C003 200.000 SQYD| 9.00000 1800.00| 10.30000 2060.00| 10.50000 2100.00 Removing Concrete Flumes | | | 0060 206C010 2442.000 SQYD| 10.20000 24908.40| 12.90000 31501.80| 13.18000 32185.56 Removing Concrete Driveway | | | 0070 206D000 5863.000 LF | 6.00000 35178.00| 7.55000 44265.65| 7.70000 45145.10 Removing Pipe | | | 0080 206D001 442.000 LF | 4.20000 1856.40| 3.85000 1701.70| 2.30000 1016.60 Removing Guardrail | | | 0090 206D003 9551.000 LF | 2.00000 19102.00| 5.00000 47755.00| 5.10000 48710.10 Removing Curb And Gutter | | | 0100 206D005 604.000 LF | 2.30000 1389.20| 5.00000 3020.00| 5.10000 3080.40 Removing Gutter | | | 0110 206E001 26.000 EACH| 750.00000 19500.00| 1200.00000 31200.00| 1225.00000 31850.00 Removing Inlets | | | 0120 209A000 27.000 EACH| 185.40000 5005.80| 88.00000 2376.00| 362.50000 9787.50 Mailbox Reset, Single | | | 0130 209A001 1.000 EACH| 496.20000 496.20| 145.00000 145.00| 585.25000 585.25 Mailbox Reset, Double | | | 0140 209A002 2.000 EACH| 496.20000 992.40| 260.00000 520.00| 558.20000 1116.40 Mailbox Reset, Multiple | | | 0150 210A000 148057.000 CUYD| 4.15000 614436.55| 3.50000 518199.50| 3.57000 528563.49 Unclassified Excavation | | | 0160 210B000 677.000 CUYD| 9.00000 6093.00| 20.00000 13540.00| 20.40000 13810.80 Channel Excavation | | | 0170 210C000 3377.000 CUYD| 10.82000 36539.14| 10.00000 33770.00| 10.20000 34445.40 Muck Excavation | | | 0180 210D021 2500.000 CUYD| 10.06000 25150.00| 8.00000 20000.00| 8.17000 20425.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060630003 COUNTIES : TUSCALOOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07508 |( 2 ) 18024 |( 3 ) 01087 |GILCO CONTRACTING, INC. |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0182 210F000 11500.000 TON | 16.00000 184000.00| 20.00000 230000.00| 20.40000 234600.00 Borrow Excavation (Underwater Backfill) | | | 0190 214A000 11425.000 CUYD| 6.60000 75405.00| 8.00000 91400.00| 8.17000 93342.25 Structure Excavation | | | 0200 214B001 2724.000 CUYD| 22.82000 62161.68| 40.00000 108960.00| 40.83000 111220.92 Foundation Backfill, Commercial | | | 0210 230A000 126.000 RBST| 600.00000 75600.00| 660.00000 83160.00| 805.00000 101430.00 Roadbed Processing | | | 0220 301A004 4982.000 SQYD| 4.75000 23664.50| 5.43000 27052.26| 10.48000 52211.36 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0230 301A008 92465.000 SQYD| 5.00000 462325.00| 5.67000 524276.55| 7.85000 725850.25 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0240 301A012 309.000 SQYD| 6.25000 1931.25| 7.70000 2379.30| 29.14000 9004.26 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0250 305B060 2500.000 TON | 18.18000 45450.00| 25.00000 62500.00| 40.00000 100000.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone, 1" Down, For | | | 0260 327E000 17956.000 TON | 46.01000 826155.56| 48.20000 865479.20| 54.78000 983629.68 Permeable Asphalt Treated Base | | | 0270 401A000 6456.000 SQYD| 0.89000 5745.84| 0.94000 6068.64| 0.89000 5745.84 Bituminous Treatment A | | | 0280 401A043 89779.000 SQYD| 2.06000 184944.74| 2.16000 193922.64| 1.57000 140953.03 Bituminous Treatment AE | | | 0290 405A000 8271.000 GAL | 1.84000 15218.64| 1.93000 15963.03| 2.04000 16872.84 Tack Coat | | | 0300 410C000 1.000 EACH| 7350.00000 7350.00| 5500.00000 5500.00| 18380.00000 18380.00 Contractor Retained Profilograph | | | 0310 410H000 1.000 EACH| 47250.00000 47250.00| 49500.00000 49500.00| 163900.00000 163900.00 Material Remixing Device | | | 0320 420A015 3742.000 TON | 82.59000 309051.78| 86.53000 323795.26| 100.93000 377680.06 Polymer Modified Open Graded Friction | | | Course | | | 0330 424A281 7411.000 TON | 65.22000 483345.42| 67.22000 498167.42| 78.00000 578058.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060630003 COUNTIES : TUSCALOOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07508 |( 2 ) 18024 |( 3 ) 01087 |GILCO CONTRACTING, INC. |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 424A284 50.000 TON | 94.50000 4725.00| 99.00000 4950.00| 150.00000 7500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0350 424A287 250.000 TON | 65.22000 16305.00| 82.50000 20625.00| 79.35000 19837.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0360 424A290 50.000 TON | 89.25000 4462.50| 93.50000 4675.00| 125.00000 6250.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0370 424B281 10926.000 TON | 63.00000 688338.00| 66.00000 721116.00| 68.25000 745699.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0380 424B289 337.000 TON | 69.30000 23354.10| 72.60000 24466.20| 115.00000 38755.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0390 424B292 57.000 TON | 89.25000 5087.25| 93.50000 5329.50| 135.00000 7695.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0400 424B581 10000.000 TON | 59.17000 591700.00| 61.99000 619900.00| 59.20000 592000.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0410 424C280 14152.000 TON | 53.81000 761519.12| 56.38000 797889.76| 58.09000 822089.68 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range E | | | 0420 424C290 732.000 TON | 72.45000 53033.40| 75.90000 55558.80| 73.91000 54102.12 Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0430 502A000 135518.000 LB | 0.60000 81310.80| 1.00000 135518.00| 0.91000 123321.38 Steel Reinforcement | | | 0440 524A011 90.000 CUYD| 677.88000 61009.20| 500.00000 45000.00| 867.60000 78084.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060630003 COUNTIES : TUSCALOOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07508 |( 2 ) 18024 |( 3 ) 01087 |GILCO CONTRACTING, INC. |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 524B011 639.000 CUYD| 550.00000 351450.00| 400.00000 255600.00| 594.05000 379597.95 Culvert Concrete Extension (Cast In | | | Place) | | | 0460 529A010 1846.000 SQFT| 52.50000 96915.00| 37.00000 68302.00| 54.25000 100145.50 Retaining Wall | | | 0470 530A001 392.000 LF | 34.51000 13527.92| 36.81000 14429.52| 39.41000 15448.72 18" Roadway Pipe (Class 3 R.C.) | | | 0480 530A002 298.000 LF | 43.67000 13013.66| 47.90000 14274.20| 50.00000 14900.00 24" Roadway Pipe (Class 3 R.C.) | | | 0490 530A004 144.000 LF | 71.52000 10298.88| 78.56000 11312.64| 84.96000 12234.24 36" Roadway Pipe (Class 3 R.C.) | | | 0500 530A005 60.000 LF | 94.20000 5652.00| 98.32000 5899.20| 108.48000 6508.80 42" Roadway Pipe (Class 3 R.C.) | | | 0510 530A006 88.000 LF | 113.82000 10016.16| 107.18000 9431.84| 119.00000 10472.00 48" Roadway Pipe (Class 3 R.C.) | | | 0520 533A098 9006.000 LF | 31.19000 280897.14| 27.15000 244512.90| 29.50000 265677.00 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0530 533A099 1776.000 LF | 43.02000 76403.52| 40.23000 71448.48| 42.15000 74858.40 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0540 533A100 378.000 LF | 59.75000 22585.50| 51.01000 19281.78| 55.31000 20907.18 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0550 533A101 651.000 LF | 72.12000 46950.12| 65.26000 42484.26| 71.40000 46481.40 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0560 533A103 1396.000 LF | 107.11000 149525.56| 94.86000 132424.56| 106.60000 148813.60 48" Storm Sewer Pipe (Class 3 R.C.) | | | 0570 533A104 428.000 LF | 145.98000 62479.44| 132.39000 56662.92| 131.60000 56324.80 54" Storm Sewer Pipe (Class 3 R.C.) | | | 0580 535A080 498.000 LF | 35.11000 17484.78| 28.64000 14262.72| 31.00000 15438.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0590 535A085 529.000 LF | 47.98000 25381.42| 38.16000 20186.64| 40.00000 21160.00 24" Side Drain Pipe (Class 3 R.C.) | | | 0600 600A000 LUMP| 227000.00000 227000.00| 712325.00000 712325.00| 375000.00000 375000.00 Mobilization | | | 0610 601A000 1.000 EACH| 5454.00000 5454.00| 5000.00000 5000.00| 40000.00000 40000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0620 602A000 99.000 EACH| 133.02000 13168.98| 97.34000 9636.66| 106.00000 10494.00 Right Of Way Markers | | | 0630 605A002 23918.000 LF | 7.66000 183211.88| 4.89000 116959.02| 4.30000 102847.40 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060630003 COUNTIES : TUSCALOOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07508 |( 2 ) 18024 |( 3 ) 01087 |GILCO CONTRACTING, INC. |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 605B000 26.000 EACH| 621.60000 16161.60| 370.15000 9623.90| 321.50000 8359.00 Special Underdrain Outlet, Type A | | | 0650 606A000 1300.000 LF | 13.46000 17498.00| 11.08000 14404.00| 11.30000 14690.00 6" Underdrain Pipe | | | 0660 606A001 1300.000 LF | 18.59000 24167.00| 12.95000 16835.00| 13.20000 17160.00 8" Underdrain Pipe | | | 0670 610C001 4472.000 TON | 23.49000 105047.28| 27.00000 120744.00| 27.56000 123248.32 Loose Riprap, Class 2 | | | 0680 610D003 3397.000 SQYD| 2.75000 9341.75| 3.00000 10191.00| 3.06000 10394.82 Filter Blanket, Geotextile | | | 0690 614A000 1249.000 CUYD| 240.00000 299760.00| 275.00000 343475.00| 259.77000 324452.73 Slope Paving | | | 0700 618B003 935.000 SQYD| 45.36000 42411.60| 43.00000 40205.00| 42.60000 39831.00 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0710 619A002 3.000 EACH| 959.40000 2878.20| 914.11000 2742.33| 690.00000 2070.00 18" Roadway Pipe End Treatment, Class 1 | | | 0720 619A003 3.000 EACH| 1150.20000 3450.60| 976.65000 2929.95| 740.00000 2220.00 24" Roadway Pipe End Treatment, Class 1 | | | 0730 619A101 22.000 EACH| 959.40000 21106.80| 914.11000 20110.42| 689.00000 15158.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0740 619A102 22.000 EACH| 1150.20000 25304.40| 976.65000 21486.30| 740.00000 16280.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0750 620A000 4.000 CUYD| 1000.00000 4000.00| 1086.66000 4346.64| 1020.70000 4082.80 Minor Structure Concrete | | | 0760 621A000 1.000 EACH| 4689.00000 4689.00| 1709.58000 1709.58| 3317.00000 3317.00 Junction Boxes, Type 1, 1P Or 5 | | | 0770 621A016 1.000 EACH| 4754.40000 4754.40| 3756.38000 3756.38| 5104.00000 5104.00 Junction Boxes, Type 4, 1P Or 5 | | | 0780 621B000 1.000 EACH| 817.80000 817.80| 520.33000 520.33| 663.50000 663.50 Junction Box Units, Type 1, 1P Or 5 | | | 0790 621C015 62.000 EACH| 3337.20000 206906.40| 2759.07000 171062.34| 2924.30000 181306.60 Inlets, Type S1 Or S3 (1 Wing) | | | 0800 621C016 11.000 EACH| 3457.20000 38029.20| 3334.14000 36675.54| 2924.30000 32167.30 Inlets, Type S2 Or S4 (1 Wing) | | | 0810 621C017 13.000 EACH| 3893.40000 50614.20| 2938.80000 38204.40| 3190.00000 41470.00 Inlets, Type S1 Or S3 (2 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060630003 COUNTIES : TUSCALOOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07508 |( 2 ) 18024 |( 3 ) 01087 |GILCO CONTRACTING, INC. |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 621C018 6.000 EACH| 4078.80000 24472.80| 3388.47000 20330.82| 3190.00000 19140.00 Inlets, Type S2 Or S4 (2 Wing) | | | 0830 621C032 4.000 EACH| 5299.80000 21199.20| 3206.94000 12827.76| 3572.45000 14289.80 Inlets, Type C (Modified) | | | 0840 621C089 1.000 EACH| 7470.00000 7470.00| 4311.35000 4311.35| 3189.70000 3189.70 Inlets, Type S2 Or S4 (2 Wing) (Special | | | 0850 621D015 83.000 EACH| 567.00000 47061.00| 533.23000 44258.09| 612.40000 50829.20 Inlet Units, Type S1 Or S3 | | | 0860 621D016 13.000 EACH| 567.00000 7371.00| 688.92000 8955.96| 612.40000 7961.20 Inlet Units, Type S2 Or S4 | | | 0870 621D051 7.000 EACH| 937.80000 6564.60| 533.23000 3732.61| 714.50000 5001.50 Inlet Units, Type C (Modified) | | | 0880 623A000 2273.000 LF | 20.35000 46255.55| 20.35000 46255.55| 26.00000 59098.00 Concrete Gutter | | | 0890 623B000 706.000 LF | 13.75000 9707.50| 13.75000 9707.50| 16.33000 11528.98 Concrete Curb, Type N | | | 0900 623B001 174.000 LF | 49.50000 8613.00| 49.50000 8613.00| 40.83000 7104.42 Concrete Curb, Type N Special | | | 0910 623C000 23715.000 LF | 9.57000 226952.55| 9.57000 226952.55| 17.05000 404340.75 Combination Curb & Gutter, Type C | | | 0920 630A001 463.000 LF | 38.50000 17825.50| 38.50000 17825.50| 24.50000 11343.50 Steel Beam Guardrail, Class A, Type 2 | | | 0930 630C050 14.000 EACH| 2447.50000 34265.00| 2447.50000 34265.00| 2143.50000 30009.00 Guardrail End Anchor, Type 20 Series | | | 0940 634A002 250.000 LF | 30.00000 7500.00| 26.19000 6547.50| 24.50000 6125.00 Industrial Fence, 6 Feet High | | | 0950 650A000 10000.000 CUYD| 8.44000 84400.00| 7.00000 70000.00| 7.15000 71500.00 Topsoil | | | 0960 650B000 3090.000 CUYD| 2.52000 7786.80| 5.00000 15450.00| 5.10000 15759.00 Topsoil From Stockpiles | | | 0970 652A100 26.000 ACRE| 880.00000 22880.00| 1045.00000 27170.00| 459.30000 11941.80 Seeding | | | 0980 652C000 26.000 ACRE| 82.50000 2145.00| 66.00000 1716.00| 71.45000 1857.70 Mowing | | | 0990 654A001 10434.000 SQYD| 4.95000 51648.30| 4.40000 45909.60| 3.90000 40692.60 Solid Sodding (Bermuda) | | | 1000 656A010 26.000 ACRE| 715.00000 18590.00| 550.00000 14300.00| 408.28000 10615.28 Mulching | | | 1010 659A035 12000.000 SQYD| 1.93000 23160.00| 1.10000 13200.00| 1.33000 15960.00 Rolled Erosion Control Product, Type | | | (2C) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060630003 COUNTIES : TUSCALOOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07508 |( 2 ) 18024 |( 3 ) 01087 |GILCO CONTRACTING, INC. |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 665A000 4.000 ACRE| 880.00000 3520.00| 770.00000 3080.00| 561.40000 2245.60 Temporary Seeding | | | 1030 665B000 4.000 ACRE| 550.00000 2200.00| 495.00000 1980.00| 561.40000 2245.60 Temporary Mulching | | | 1040 665C001 200.000 LF | 35.76000 7152.00| 17.07000 3414.00| 17.57000 3514.00 18" Temporary Pipe | | | 1050 665I000 600.000 TON | 25.42000 15252.00| 32.00000 19200.00| 32.66000 19596.00 Temporary Riprap, Class 2 | | | 1060 665J000 11000.000 LF | 3.00000 33000.00| 4.00000 44000.00| 3.57000 39270.00 Silt Fence, Type A | | | 1070 665K000 640.000 CUYD| 13.50000 8640.00| 8.00000 5120.00| 8.17000 5228.80 Drainage Sump Excavation | | | 1080 665O001 11000.000 LF | 1.10000 12100.00| 2.00000 22000.00| 0.15000 1650.00 Silt Fence Removal | | | 1090 665Q000 1300.000 LF | 9.00000 11700.00| 7.00000 9100.00| 6.12000 7956.00 12 Inch Wattle | | | 1100 665Q001 1500.000 LF | 10.50000 15750.00| 8.00000 12000.00| 6.64000 9960.00 20 Inch Wattle | | | 1110 666A001 26.000 ACRE| 60.00000 1560.00| 55.00000 1430.00| 8.17000 212.42 Pest Control Treatment | | | 1120 672B000 260.000 LB | 27.82000 7233.20| 33.00000 8580.00| 10.20000 2652.00 Flocculant Powder | | | 1130 674A000 500.000 LF | 2.00000 1000.00| 5.00000 2500.00| 5.10000 2550.00 Construction Safety Fence | | | 1140 680A000 LUMP| 180000.00000 180000.00| 175000.00000 175000.00| 175150.00000 175150.00 Engineering Controls | | | 1150 701A028 2.000 MILE| 2200.00000 4400.00| 2220.00000 4440.00| 2062.00000 4124.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1160 701A041 4.000 MILE| 1320.00000 5280.00| 1332.00000 5328.00| 1237.00000 4948.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1170 701A046 3.000 MILE| 1320.00000 3960.00| 1332.00000 3996.00| 1237.00000 3711.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1180 701A048 6.000 MILE| 2475.00000 14850.00| 2497.50000 14985.00| 2320.00000 13920.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1190 701B009 2699.000 LF | 1.38000 3724.62| 1.39000 3751.61| 1.29000 3481.71 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060630003 COUNTIES : TUSCALOOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07508 |( 2 ) 18024 |( 3 ) 01087 |GILCO CONTRACTING, INC. |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 701C000 7.000 MILE| 825.00000 5775.00| 832.50000 5827.50| 773.25000 5412.75 Broken Temporary Traffic Stripe | | | 1210 701C001 23.000 MILE| 902.00000 20746.00| 910.20000 20934.60| 845.43000 19444.89 Solid Temporary Traffic Stripe | | | 1220 701D008 7.000 MILE| 2035.00000 14245.00| 2053.50000 14374.50| 1907.40000 13351.80 Solid Traffic Stripe Removed (Plastic) | | | 1230 701D015 2.000 MILE| 1925.00000 3850.00| 1942.50000 3885.00| 1804.25000 3608.50 Broken Traffic Stripe Removed (Plastic) | | | 1240 703A002 7662.000 SQFT| 3.58000 27429.96| 3.61000 27659.82| 3.35000 25667.70 Traffic Control Markings, Class 2, Type | | | A | | | 1250 703B002 606.000 SQFT| 4.13000 2502.78| 4.16000 2520.96| 3.87000 2345.22 Traffic Control Legends, Class 2, Type | | | 1260 703C001 500.000 SQFT| 3.30000 1650.00| 3.33000 1665.00| 3.09000 1545.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1270 703D001 4247.000 SQFT| 2.20000 9343.40| 2.22000 9428.34| 2.06000 8748.82 Temporary Traffic Control Markings | | | 1280 705A023 560.000 EACH| 6.60000 3696.00| 6.66000 3729.60| 6.19000 3466.40 Pavement Markers, Class C, Type 2-D | | | 1290 705A030 156.000 EACH| 6.05000 943.80| 6.10000 951.60| 5.67000 884.52 Pavement Markers, Class A-H, Type 2-C | | | 1300 705A031 372.000 EACH| 6.05000 2250.60| 6.10000 2269.20| 5.67000 2109.24 Pavement Markers, Class A-H, Type 1-A | | | 1310 705A032 94.000 EACH| 6.05000 568.70| 6.10000 573.40| 5.67000 532.98 Pavement Markers, Class A-H, Type 1-B | | | 1320 705A037 945.000 EACH| 6.05000 5717.25| 6.10000 5764.50| 5.67000 5358.15 Pavement Markers, Class A-H, Type 2-D | | | 1330 705A038 70.000 EACH| 6.05000 423.50| 6.10000 427.00| 5.67000 396.90 Pavement Markers, Class A-H, Type 2-E | | | 1340 710A115 177.000 SQFT| 20.79000 3679.83| 20.95000 3708.15| 15.16000 2683.32 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1350 710A126 86.000 SQFT| 25.41000 2185.26| 25.61000 2202.46| 17.32000 1489.52 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 1360 710B001 408.000 LF | 11.55000 4712.40| 11.64000 4749.12| 8.12000 3312.96 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060630003 COUNTIES : TUSCALOOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07508 |( 2 ) 18024 |( 3 ) 01087 |GILCO CONTRACTING, INC. |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1370 726A000 1850.000 LF | 24.20000 44770.00| 24.20000 44770.00| 22.46000 41551.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1380 726A001 60.000 LF | 55.00000 3300.00| 55.00000 3300.00| 51.04000 3062.40 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1390 726D020 6.000 EACH| 6600.00000 39600.00| 6600.00000 39600.00| 6125.00000 36750.00 Portable Impact Attenuator Assembly ( | | | Unidirectional, TL-2) | | | 1400 730A000 LUMP| 1100.00000 1100.00| 1650.00000 1650.00| 1480.00000 1480.00 Removal Of Existing Traffic Control | | | Unit ( US 43 @ Flatwoods Road) | | | 1410 730A001 LUMP| 1100.00000 1100.00| 1650.00000 1650.00| 935.00000 935.00 Removal Of Existing Traffic Control | | | Unit ( US 43 @ SR 171) | | | 1420 730C000 LUMP| 1100.00000 1100.00| 3850.00000 3850.00| 5272.00000 5272.00 Furnishing And Installing Traffic | | | Control Unit ( US 43 @ Flatwoods Road) | | | 1430 730C001 LUMP| 1100.00000 1100.00| 3850.00000 3850.00| 5566.00000 5566.00 Furnishing And Installing Traffic | | | Control Unit ( US 43 @ SR 171) | | | 1440 730E000 8.000 EACH| 4400.00000 35200.00| 3190.00000 25520.00| 2450.00000 19600.00 Metal Traffic Signal Pole Foundation | | | 1450 730G001 8.000 EACH| 4400.00000 35200.00| 5390.00000 43120.00| 4330.00000 34640.00 Metal Traffic Signal Strain Pole | | | 1460 730H001 2000.000 LF | 2.20000 4400.00| 2.75000 5500.00| 2.71000 5420.00 Loop Wire | | | 1470 730I001 2000.000 LF | 1.10000 2200.00| 1.10000 2200.00| 1.12000 2240.00 Loop Detector Lead-In-Cable | | | 1480 730J010 12.000 EACH| 192.50000 2310.00| 165.00000 1980.00| 158.20000 1898.40 Vehicle Loop Detector | | | 1490 730K000 6.000 EACH| 220.00000 1320.00| 176.00000 1056.00| 367.45000 2204.70 Traffic Signal Junction Box | | | 1500 730L005 320.000 LF | 5.50000 1760.00| 4.29000 1372.80| 5.75000 1840.00 2", Non-Metallic, Conduit | | | 1510 730P011 10.000 EACH| 1100.00000 11000.00| 550.00000 5500.00| 810.00000 8100.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type Incandescent | | | 1520 730P013 2.000 EACH| 1100.00000 2200.00| 990.00000 1980.00| 1500.00000 3000.00 Vehicular Signal Head, 12 Inch, 5 | | | section, Type Incandescent | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 003 -11 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060630003 COUNTIES : TUSCALOOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07508 |( 2 ) 18024 |( 3 ) 01087 |GILCO CONTRACTING, INC. |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1530 730R021 2.000 EACH| 4400.00000 8800.00| 5500.00000 11000.00| 7450.00000 14900.00 Controller Assembly, Type III, 4 Phase | | | 1540 730S002 LUMP| 9240.00000 9240.00| 13750.00000 13750.00| 7950.00000 7950.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( US 43 @ | | | Flatwoods Road) | | | 1550 730S003 LUMP| 9240.00000 9240.00| 13750.00000 13750.00| 7950.00000 7950.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( US 43 @ SR | | | 171) | | | 1560 730T000 2.000 EACH| 1100.00000 2200.00| 550.00000 1100.00| 301.00000 602.00 Wood Pole | | | 1570 740B000 1789.000 SQFT| 9.24000 16530.36| 9.31000 16655.59| 8.17000 14616.13 Construction Signs | | | 1580 740D000 100.000 EACH| 67.10000 6710.00| 67.51000 6751.00| 92.14000 9214.00 Channelizing Drums | | | 1590 740E000 100.000 EACH| 23.10000 2310.00| 5.00000 500.00| 20.35000 2035.00 Cones (36 Inches High) | | | 1600 740F002 63.000 EACH| 259.88000 16372.44| 261.90000 16499.70| 224.50000 14143.50 Barricades, Type III | | | 1610 740I005 33.000 EACH| 550.00000 18150.00| 552.90000 18245.70| 650.00000 21450.00 Warning Lights, Type B (Detachable Head | | | 1620 740L005 300.000 EACH| 103.95000 31185.00| 104.76000 31428.00| 91.86000 27558.00 Vertical Panel, Type I (Double-Sided) | | | 1630 740M001 100.000 EACH| 9.24000 924.00| 5.00000 500.00| 12.45000 1245.00 Ballast For Cone | | | 1640 740O000 1.000 EACH| 5500.00000 5500.00| 5000.00000 5000.00| 52000.00000 52000.00 Pilot Car | | | 1650 741C010 2.000 EACH| 4042.50000 8085.00| 4074.00000 8148.00| 4365.00000 8730.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1660 742A001 3.000 EACH| 15592.50000 46777.50| 15714.00000 47142.00| 15415.00000 46245.00 Portable Changeable Message Sign, Type | | | 1670 998A000 LUMP| 311000.00000 311000.00| 534000.00000 534000.00| 383000.00000 383000.00 Construction Fuel (Maximum Bid Limited | | | To $ 534,000) | | | 1680 999 000 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| 0.80000 1800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 10,375,000.00| $ 11,135,736.60| $ 11,711,688.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,375,000.00| $ 11,135,736.60| $ 11,711,688.19 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20060630004 COUNTIES : TUSCALOOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 CONTRACT TIME : 130 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0013(529) for constructing the Guardrail, Resurfacing and Traffic Stripe on SR-13 (US-43) from south of Mitt Lary Road (MP 202.941) in Tuscaloosa to north of the Lake Tuscaloosa bridge (MP 209.367). Length 6.426 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 3,919,607.43 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 4,187,942.20 106.8460% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060630004 COUNTIES : TUSCALOOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 9650.000 LF | 2.25000 21712.50| 2.25000 21712.50| Removing Guardrail | | | 0020 209A000 8.000 EACH| 140.00000 1120.00| 380.00000 3040.00| Mailbox Reset, Single | | | 0030 210D015 8335.000 CUYD| 7.62000 63512.70| 14.50000 120857.50| Borrow Excavation (A-4) (Loose Truckbed | | | Measurement) | | | 0040 212A000 635.000 STA | 5.00000 3175.00| 70.00000 44450.00| Machine Grading Shoulders | | | 0050 305B060 500.000 TON | 22.50000 11250.00| 41.00000 20500.00| Crushed Aggregate, Section 825, 1" Down | | | for Miscellaneous Use | | | 0070 405A000 22445.000 GAL | 1.70000 38156.50| 1.86000 41747.70| Tack Coat | | | 0080 410C000 1.000 EACH| 3000.00000 3000.00| 7750.00000 7750.00| Contractor Retained Profilograph | | | 0090 410H000 1.000 EACH| 45000.00000 45000.00| 111970.00000 111970.00| Material Remixing Device | | | 0100 424A356 159.000 TON | 72.52000 11530.68| 82.50000 13117.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0110 424A358 119.000 TON | 72.52000 8629.88| 79.35000 9442.65| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0112 424A360 11227.000 TON | 57.29000 643194.83| 61.50000 690460.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A370 500.000 TON | 86.50000 43250.00| 83.20000 41600.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0145 424B650 16996.000 TON | 53.90000 916084.40| 55.25000 939029.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060630004 COUNTIES : TUSCALOOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B655 1000.000 TON | 76.62000 76620.00| 97.00000 97000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0162 424B658 19392.000 TON | 53.90000 1045228.80| 55.80000 1082073.60| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424B681 115.000 TON | 69.00000 7935.00| 81.85000 9412.75| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0200 424B688 5180.000 TON | 56.00000 290080.00| 57.00000 295260.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0211 428C000 66132.000 LF | 0.12000 7935.84| 0.14300 9456.88| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0220 600A000 LUMP| 107000.00000 107000.00| 24425.00000 24425.00| Mobilization | | | 0230 630A001 17044.000 LF | 17.20000 293156.80| 17.20000 293156.80| Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C050 45.000 EACH| 1990.00000 89550.00| 1990.00000 89550.00| Guardrail End Anchor, Type 20 Series | | | 0250 630C056 4.000 EACH| 700.00000 2800.00| 700.00000 2800.00| Guardrail End Anchor, Type 2B (Retrofit | | | 0260 630C070 5.000 EACH| 1790.00000 8950.00| 1790.00000 8950.00| Guardrail End Anchor, Type 10 Series | | | 0270 652A100 9.000 ACRE| 550.00000 4950.00| 550.00000 4950.00| Seeding | | | 0280 656A010 9.000 ACRE| 485.00000 4365.00| 485.00000 4365.00| Mulching | | | 0290 659A028 5000.000 SQYD| 1.60000 8000.00| 1.60000 8000.00| Rolled Erosion Control Product, Type | | | (1D) | | | 0300 665J000 10000.000 LF | 3.30000 33000.00| 3.30000 33000.00| Silt Fence, Type A | | | 0310 665O001 10000.000 LF | 0.25000 2500.00| 0.25000 2500.00| Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060630004 COUNTIES : TUSCALOOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 665Q000 150.000 LF | 6.00000 900.00| 6.00000 900.00| 12 Inch Wattle | | | 0330 665Q001 1620.000 LF | 6.80000 11016.00| 6.80000 11016.00| 20 Inch Wattle | | | 0340 701A028 13.000 MILE| 1800.00000 23400.00| 1818.00000 23634.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0350 701A046 6.000 MILE| 1100.00000 6600.00| 1111.00000 6666.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0360 701A048 4.000 MILE| 2100.00000 8400.00| 2121.00000 8484.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0370 701C000 20.000 MILE| 750.00000 15000.00| 758.00000 15160.00| Broken Temporary Traffic Stripe | | | 0380 701C001 39.000 MILE| 790.00000 30810.00| 798.00000 31122.00| Solid Temporary Traffic Stripe | | | 0390 701G125 526.000 LF | 5.00000 2630.00| 5.05000 2656.30| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0400 701G129 263.000 LF | 5.00000 1315.00| 5.05000 1328.15| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0410 701H000 526.000 LF | 2.00000 1052.00| 2.02000 1062.52| Solid Traffic Stripe Removed (Paint) | | | 0420 701H005 263.000 LF | 2.00000 526.00| 2.02000 531.26| Broken Traffic Stripe Removed (Paint) | | | 0430 703A002 576.000 SQFT| 5.00000 2880.00| 5.05000 2908.80| Traffic Control Markings, Class 2, Type | | | A | | | 0440 703D001 1152.000 SQFT| 2.00000 2304.00| 2.02000 2327.04| Temporary Traffic Control Markings | | | 0450 705A032 355.000 EACH| 5.50000 1952.50| 5.55000 1970.25| Pavement Markers, Class A-H, Type 1-B | | | 0460 705A037 192.000 EACH| 5.50000 1056.00| 5.55000 1065.60| Pavement Markers, Class A-H, Type 2-D | | | 0470 740B000 1312.000 SQFT| 9.00000 11808.00| 7.70000 10102.40| Construction Signs | | | 0480 740D000 470.000 EACH| 1.00000 470.00| 53.15000 24980.50| Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060630004 COUNTIES : TUSCALOOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 740I005 2.000 EACH| 400.00000 800.00| 225.00000 450.00| Warning Lights, Type B (Detachable Head | | | 0500 740O000 1.000 EACH| 5000.00000 5000.00| 11000.00000 11000.00| Pilot Car | | | 0510 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 173,000.00 ) | | | SECTION TOTALS | $ 3,919,607.43| $ 4,187,942.20| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,919,607.43| $ 4,187,942.20| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20060630005 COUNTIES : WINSTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : EBF-0074(511) for constructing the Planing, Resurfacing and Traffic Stripe on SR-74 (US-278) from just north of CR-20 to the west city limit of Double Springs. Length 5.617 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 1,124,660.01 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,152,749.77 102.4976% 3 19074 S & M EQUIPMENT CO., INC. $ 1,165,644.77 103.6442% 4 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,326,379.23 117.9360% 5 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,511,893.99 134.4312% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20060630005 COUNTIES : WINSTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01087 |( 3 ) 19074 |SHELBY CONTRACTING CO., INC |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 37.000 LF | 1.00000 37.00| 1.00000 37.00| 1.05000 38.85 Removing Guardrail | | | 0020 206E008 2.000 EACH| 100.00000 200.00| 100.00000 200.00| 105.00000 210.00 Removing Guardrail End Anchor (All Type | | | 0030 305B060 1255.000 TON | 20.21000 25363.55| 22.52000 28262.60| 15.00000 18825.00 Crushed Aggregate, Section 825, Type B | | | For Miscellaneous Use | | | 0040 405A000 3276.000 GAL | 1.45000 4750.20| 1.49000 4881.24| 3.00000 9828.00 Tack Coat | | | 0050 408A052 105206.000 SQYD| 0.53000 55759.18| 0.43000 45238.58| 1.25000 131507.50 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 410H000 1.000 EACH| 5700.00000 5700.00| 35029.46000 35029.46| 15000.00000 15000.00 Material Remixing Device | | | 0070 424A360 8392.000 TON | 56.44000 473644.48| 55.24000 463574.08| 53.50000 448972.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A369 70.000 TON | 54.68000 3827.60| 72.32000 5062.40| 65.00000 4550.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B653 1000.000 TON | 54.68000 54680.00| 40.00000 40000.00| 59.00000 59000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B657 6825.000 TON | 54.68000 373191.00| 54.32000 370734.00| 49.00000 334425.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | 0110 600A000 LUMP| 7500.00000 7500.00| 47061.89000 47061.89| 10000.00000 10000.00 Mobilization | | | 0120 630A001 75.000 LF | 26.50000 1987.50| 26.50000 1987.50| 27.83000 2087.25 Steel Beam Guardrail, Class A, Type 2 | | | 0130 630C003 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1890.00000 1890.00 Guardrail End Anchor, Type 13 | | | 0140 630C050 1.000 EACH| 2400.00000 2400.00| 2400.00000 2400.00| 2520.00000 2520.00 Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20060630005 COUNTIES : WINSTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01087 |( 3 ) 19074 |SHELBY CONTRACTING CO., INC |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665J000 100.000 LF | 2.75000 275.00| 3.21000 321.00| 10.00000 1000.00 Silt Fence, Type A | | | 0160 665O001 100.000 LF | 0.50000 50.00| 1.98000 198.00| 5.00000 500.00 Silt Fence Removal | | | 0170 665Q001 200.000 LF | 5.00000 1000.00| 2.45000 490.00| 10.00000 2000.00 20 Inch Wattle | | | 0180 680A000 LUMP| 1500.00000 1500.00| 2160.97000 2160.97| 5000.00000 5000.00 Engineering Controls | | | 0190 701A028 12.000 MILE| 1800.00000 21600.00| 1818.00000 21816.00| 1890.00000 22680.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A041 1.000 MILE| 1000.00000 1000.00| 1212.00000 1212.00| 1260.00000 1260.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A046 4.000 MILE| 1000.00000 4000.00| 1111.00000 4444.00| 1156.00000 4624.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701A048 6.000 MILE| 2000.00000 12000.00| 2121.00000 12726.00| 2205.00000 13230.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0230 701C000 10.000 MILE| 750.00000 7500.00| 757.50000 7575.00| 787.50000 7875.00 Broken Temporary Traffic Stripe | | | 0240 701C001 35.000 MILE| 800.00000 28000.00| 797.90000 27926.50| 829.50000 29032.50 Solid Temporary Traffic Stripe | | | 0250 701G125 426.000 LF | 4.50000 1917.00| 5.05000 2151.30| 5.25000 2236.50 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701G129 213.000 LF | 2.00000 426.00| 5.05000 1075.65| 5.25000 1118.25 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 701G133 213.000 LF | 4.50000 958.50| 5.05000 1075.65| 5.25000 1118.25 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0280 701H001 639.000 LF | 0.50000 319.50| 2.02000 1290.78| 2.10000 1341.90 Solid Traffic Stripe Removed (Plastic) | | | 0290 701H006 213.000 LF | 0.50000 106.50| 5.05000 1075.65| 2.10000 447.30 Broken Traffic Stripe Removed (Plastic) | | | 0300 703A002 1044.000 SQFT| 3.50000 3654.00| 3.54000 3695.76| 3.68000 3841.92 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20060630005 COUNTIES : WINSTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01087 |( 3 ) 19074 |SHELBY CONTRACTING CO., INC |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 703D001 852.000 SQFT| 2.00000 1704.00| 2.02000 1721.04| 2.10000 1789.20 Temporary Traffic Control Markings | | | 0320 705A030 34.000 EACH| 6.00000 204.00| 5.56000 189.04| 5.78000 196.52 Pavement Markers, Class A-H, Type 2-C | | | 0330 705A031 56.000 EACH| 6.00000 336.00| 5.56000 311.36| 5.78000 323.68 Pavement Markers, Class A-H, Type 1-A | | | 0340 705A032 187.000 EACH| 6.00000 1122.00| 5.56000 1039.72| 5.78000 1080.86 Pavement Markers, Class A-H, Type 1-B | | | 0350 705A037 572.000 EACH| 6.00000 3432.00| 5.56000 3180.32| 5.78000 3306.16 Pavement Markers, Class A-H, Type 2-D | | | 0360 740B000 833.000 SQFT| 5.00000 4165.00| 8.48000 7063.84| 7.61000 6339.13 Construction Signs | | | 0370 740E000 200.000 EACH| 5.00000 1000.00| 8.59000 1718.00| 14.24000 2848.00 Cones (36 Inches High) | | | 0380 740M001 200.000 EACH| 0.00000 0.00| 5.25000 1050.00| 8.51000 1702.00 Ballast For Cone | | | 0390 740O000 1.000 EACH| 750.00000 750.00| 972.44000 972.44| 1900.00000 1900.00 Pilot Car | | | 0400 998A000 LUMP| 16800.00000 16800.00| 1.00000 1.00| 10000.00000 10000.00 Construction Fuel (Maximum Bid Limited | | | To $ 52,000.00) | | | SECTION TOTALS | $ 1,124,660.01| $ 1,152,749.77| $ 1,165,644.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,124,660.01| $ 1,152,749.77| $ 1,165,644.77 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20060630005 COUNTIES : WINSTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 07002 |( 5 ) 04013 |( ) |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 37.000 LF | 1.06000 39.22| 3.64000 134.68| Removing Guardrail | | | 0020 206E008 2.000 EACH| 106.00000 212.00| 121.44000 242.88| Removing Guardrail End Anchor (All Type | | | 0030 305B060 1255.000 TON | 24.21000 30383.55| 24.99000 31362.45| Crushed Aggregate, Section 825, Type B | | | For Miscellaneous Use | | | 0040 405A000 3276.000 GAL | 3.00000 9828.00| 1.87000 6126.12| Tack Coat | | | 0050 408A052 105206.000 SQYD| 0.89000 93633.34| 0.87000 91529.22| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 410H000 1.000 EACH| 20000.00000 20000.00| 21982.74000 21982.74| Material Remixing Device | | | 0070 424A360 8392.000 TON | 57.93000 486148.56| 65.00000 545480.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A369 70.000 TON | 77.16000 5401.20| 109.88000 7691.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B653 1000.000 TON | 35.00000 35000.00| 115.81000 115810.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B657 6825.000 TON | 61.41000 419123.25| 64.06000 437209.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | 0110 600A000 LUMP| 97798.25000 97798.25| 48966.85000 48966.85| Mobilization | | | 0120 630A001 75.000 LF | 28.09000 2106.75| 25.50000 1912.50| Steel Beam Guardrail, Class A, Type 2 | | | 0130 630C003 1.000 EACH| 1908.00000 1908.00| 2064.50000 2064.50| Guardrail End Anchor, Type 13 | | | 0140 630C050 1.000 EACH| 2544.00000 2544.00| 2914.58000 2914.58| Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20060630005 COUNTIES : WINSTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 07002 |( 5 ) 04013 |( ) |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665J000 100.000 LF | 1.00000 100.00| 3.88000 388.00| Silt Fence, Type A | | | 0160 665O001 100.000 LF | 0.50000 50.00| 1.29000 129.00| Silt Fence Removal | | | 0170 665Q001 200.000 LF | 10.00000 2000.00| 12.92000 2584.00| 20 Inch Wattle | | | 0180 680A000 LUMP| 8000.00000 8000.00| 3875.78000 3875.78| Engineering Controls | | | 0190 701A028 12.000 MILE| 1917.76000 23013.12| 2209.19000 26510.28| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A041 1.000 MILE| 1065.43000 1065.43| 1472.79000 1472.79| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A046 4.000 MILE| 1065.43000 4261.72| 1350.06000 5400.24| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701A048 6.000 MILE| 2130.86000 12785.16| 2577.39000 15464.34| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0230 701C000 10.000 MILE| 799.07000 7990.70| 920.50000 9205.00| Broken Temporary Traffic Stripe | | | 0240 701C001 35.000 MILE| 852.34000 29831.90| 969.59000 33935.65| Solid Temporary Traffic Stripe | | | 0250 701G125 426.000 LF | 5.33000 2270.58| 6.14000 2615.64| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701G129 213.000 LF | 2.23000 474.99| 6.14000 1307.82| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 701G133 213.000 LF | 5.33000 1135.29| 6.14000 1307.82| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0280 701H001 639.000 LF | 0.53000 338.67| 2.45000 1565.55| Solid Traffic Stripe Removed (Plastic) | | | 0290 701H006 213.000 LF | 0.53000 112.89| 2.45000 521.85| Broken Traffic Stripe Removed (Plastic) | | | 0300 703A002 1044.000 SQFT| 3.73000 3894.12| 4.30000 4489.20| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20060630005 COUNTIES : WINSTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 07002 |( 5 ) 04013 |( ) |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 703D001 852.000 SQFT| 2.13000 1814.76| 2.45000 2087.40| Temporary Traffic Control Markings | | | 0320 705A030 34.000 EACH| 6.39000 217.26| 6.75000 229.50| Pavement Markers, Class A-H, Type 2-C | | | 0330 705A031 56.000 EACH| 6.39000 357.84| 6.75000 378.00| Pavement Markers, Class A-H, Type 1-A | | | 0340 705A032 187.000 EACH| 6.39000 1194.93| 6.75000 1262.25| Pavement Markers, Class A-H, Type 1-B | | | 0350 705A037 572.000 EACH| 6.39000 3655.08| 6.75000 3861.00| Pavement Markers, Class A-H, Type 2-D | | | 0360 740B000 833.000 SQFT| 8.99000 7488.67| 10.34000 8613.22| Construction Signs | | | 0370 740E000 200.000 EACH| 10.00000 2000.00| 9.24000 1848.00| Cones (36 Inches High) | | | 0380 740M001 200.000 EACH| 5.00000 1000.00| 5.65000 1130.00| Ballast For Cone | | | 0390 740O000 1.000 EACH| 7200.00000 7200.00| 21661.04000 21661.04| Pilot Car | | | 0400 998A000 LUMP| 0.00000 0.00| 46623.00000 46623.00| Construction Fuel (Maximum Bid Limited | | | To $ 52,000.00) | | | SECTION TOTALS | $ 1,326,379.23| $ 1,511,893.99| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,326,379.23| $ 1,511,893.99| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20060630007 COUNTIES : COOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 04 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : EBF-0021(513) for constructing the Resurfacing and Traffic Stripe on SR-21 (US-231) from CR-49 at Hanover to the Talladega County line. Length 7.385 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,517,666.74 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,556,541.20 102.5615% 3 05024 EAST RIVER CONSTRUCTION COMPANY, INC. $ 1,731,572.31 114.0944% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20060630007 COUNTIES : COOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 05024 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |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 209A000 7.000 EACH| 310.59000 2174.13| 133.81000 936.67| 200.00000 1400.00 Mailbox Reset, Single | | | 0020 401B100 123700.000 SQYD| 0.85000 105145.00| 0.90000 111330.00| 0.80640 99751.68 Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 401B108 7760.000 SQYD| 2.08000 16140.80| 2.19000 16994.40| 1.97070 15292.63 Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 11600.000 GAL | 1.73000 20068.00| 1.70000 19720.00| 2.03000 23548.00 Tack Coat | | | 0050 408A052 4750.000 SQYD| 1.73000 8217.50| 1.32000 6270.00| 2.25000 10687.50 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 408A053 10560.000 SQYD| 1.84000 19430.40| 0.86000 9081.60| 1.69000 17846.40 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0070 410B000 1.000 EACH| 9105.83000 9105.83| 3273.10000 3273.10| 10000.00000 10000.00 State Furnished Profilograph | | | 0080 410H000 1.000 EACH| 36343.10000 36343.10| 27217.98000 27217.98| 115000.00000 115000.00 Material Remixing Device | | | 0090 424A356 6000.000 TON | 61.74000 370440.00| 62.51000 375060.00| 63.28000 379680.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424A359 100.000 TON | 104.35000 10435.00| 112.84000 11284.00| 95.62000 9562.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/8" Maximum | | | Aggregate Size Mix,Esal Range C/D | | | 0110 424B654 400.000 TON | 100.27000 40108.00| 94.24000 37696.00| 100.00000 40000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B658 11970.000 TON | 54.77000 655596.90| 52.18000 624594.60| 57.08000 683247.60 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424B661 200.000 TON | 80.13000 16026.00| 77.39000 15478.00| 76.54000 15308.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20060630007 COUNTIES : COOSA LETTING DATE : 06/30/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 05024 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |EAST RIVER CONSTRUCTION CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 430B043 1545.000 TON | 26.77000 41359.65| 18.73000 28937.85| 22.00000 33990.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0150 600A000 LUMP| 18533.17000 18533.17| 57039.97000 57039.97| 135000.00000 135000.00 Mobilization | | | 0160 701A028 15.000 MILE| 1892.99000 28394.85| 1991.06000 29865.90| 1785.00000 26775.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A041 1.000 MILE| 1272.60000 1272.60| 1338.53000 1338.53| 1200.00000 1200.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A046 6.000 MILE| 1113.53000 6681.18| 1171.21000 7027.26| 1050.00000 6300.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A048 9.000 MILE| 2115.70000 19041.30| 2225.30000 20027.70| 1995.00000 17955.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701C000 17.000 MILE| 763.56000 12980.52| 803.12000 13653.04| 720.00000 12240.00 Broken Temporary Traffic Stripe | | | 0210 701C001 71.000 MILE| 827.19000 58730.49| 870.04000 61772.84| 780.00000 55380.00 Solid Temporary Traffic Stripe | | | 0220 703A002 1450.000 SQFT| 3.45000 5002.50| 3.63000 5263.50| 3.25000 4712.50 Traffic Control Markings, Class 2, Type | | | A | | | 0230 703D001 180.000 SQFT| 2.12000 381.60| 2.23000 401.40| 2.00000 360.00 Temporary Traffic Control Markings | | | 0240 740B000 778.000 SQFT| 8.90000 6924.20| 9.69000 7538.82| 12.00000 9336.00 Construction Signs | | | 0250 740O000 1.000 EACH| 9134.02000 9134.02| 21070.04000 21070.04| 7000.00000 7000.00 Pilot Car | | | 0260 998A000 LUMP| 0.00000 0.00| 43668.00000 43668.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 65,000.00) | | | SECTION TOTALS | $ 1,517,666.74| $ 1,556,541.20| $ 1,731,572.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,517,666.74| $ 1,556,541.20| $ 1,731,572.31 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 20060630008 COUNTIES : CHEROKEE CLEBURNE LETTING DATE : 06/30/06 10:00 AM DIVISION : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : EBF-STPSAF-0074(512) for constructing the Widening, Resurfacing and Traffic Stripe on SR-74 (US-278) from the Calhoun County line to the Georgia state line. length 11.000 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,687,415.22 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,711,212.00 101.4103% 3 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,716,485.10 101.7227% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20060630008 COUNTIES : CHEROKEE CLEBURNE LETTING DATE : 06/30/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 01087 |( 3 ) 13022 |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B100 185342.000 SQYD| 0.80000 148273.60| 0.80000 148273.60| 0.80000 148273.60 Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 405A000 5750.000 GAL | 1.99000 11442.50| 1.79000 10292.50| 0.00000 0.00 Tack Coat | | | 0030 424A361 15435.000 TON | 59.76000 922395.60| 61.46000 948635.10| 62.00000 956970.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424B655 200.000 TON | 100.00000 20000.00| 119.11000 23822.00| 95.00000 19000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B659 909.000 TON | 61.10000 55539.90| 65.39000 59439.51| 62.00000 56358.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B662 4113.000 TON | 52.24000 214863.12| 63.63000 261710.19| 60.00000 246780.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 430B040 2238.000 TON | 24.18000 54114.84| 37.05000 82917.90| 25.00000 55950.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0080 600A000 LUMP| 81563.59000 81563.59| 2226.00000 2226.00| 66666.00000 66666.00 Mobilization | | | 0090 652A100 5.000 ACRE| 588.83000 2944.15| 787.50000 3937.50| 1000.00000 5000.00 Seeding | | | 0100 656A010 5.000 ACRE| 588.83000 2944.15| 787.50000 3937.50| 1000.00000 5000.00 Mulching | | | 0110 665J000 1000.000 LF | 3.75000 3750.00| 3.94000 3940.00| 3.00000 3000.00 Silt Fence, Type A | | | 0120 665O001 1000.000 LF | 1.34000 1340.00| 2.10000 2100.00| 2.00000 2000.00 Silt Fence Removal | | | 0130 665Q001 250.000 LF | 8.48000 2120.00| 44.94000 11235.00| 8.00000 2000.00 20 Inch Wattle | | | 0140 680A000 LUMP| 10000.00000 10000.00| 1331.73000 1331.73| 4000.00000 4000.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20060630008 COUNTIES : CHEROKEE CLEBURNE LETTING DATE : 06/30/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 01087 |( 3 ) 13022 |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A028 23.000 MILE| 1927.08000 44322.84| 1908.90000 43904.70| 1800.00000 41400.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A032 3.000 MILE| 1927.08000 5781.24| 1908.90000 5726.70| 1800.00000 5400.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A041 1.000 MILE| 1284.72000 1284.72| 1272.60000 1272.60| 1200.00000 1200.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A046 11.000 MILE| 1177.66000 12954.26| 1166.55000 12832.05| 1100.00000 12100.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A048 11.000 MILE| 2248.26000 24730.86| 2227.05000 24497.55| 2100.00000 23100.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701C000 12.000 MILE| 770.85000 9250.20| 763.56000 9162.72| 720.00000 8640.00 Broken Temporary Traffic Stripe | | | 0210 701C001 37.000 MILE| 835.07000 30897.59| 827.19000 30606.03| 780.00000 28860.00 Solid Temporary Traffic Stripe | | | 0220 703A002 312.000 SQFT| 5.35000 1669.20| 5.30000 1653.60| 5.00000 1560.00 Traffic Control Markings, Class 2, Type | | | A | | | 0230 705A031 66.000 EACH| 5.89000 388.74| 5.84000 385.44| 5.50000 363.00 Pavement Markers, Class A-H, Type 1-A | | | 0240 705A032 663.000 EACH| 5.83000 3865.29| 5.84000 3871.92| 5.50000 3646.50 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 794.000 EACH| 5.89000 4676.66| 5.84000 4636.96| 5.50000 4367.00 Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 683.000 SQFT| 8.99000 6140.17| 8.90000 6078.70| 12.00000 8196.00 Construction Signs | | | 0270 740D000 100.000 EACH| 56.18000 5618.00| 4.20000 420.00| 16.00000 1600.00 Channelizing Drums | | | 0280 740E000 200.000 EACH| 7.42000 1484.00| 2.63000 526.00| 7.00000 1400.00 Cones (36 Inches High) | | | 0290 740M001 200.000 EACH| 5.30000 1060.00| 2.63000 526.00| 4.00000 800.00 Ballast For Cone | | | 0300 741C010 1.000 EACH| 2000.00000 2000.00| 1312.50000 1312.50| 2855.00000 2855.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20060630008 COUNTIES : CHEROKEE CLEBURNE LETTING DATE : 06/30/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 01087 |( 3 ) 13022 |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 61,000.00) | | | SECTION TOTALS | $ 1,687,415.22| $ 1,711,212.00| $ 1,716,485.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,687,415.22| $ 1,711,212.00| $ 1,716,485.10 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20060630010 COUNTIES : MADISON LETTING DATE : 06/30/06 10:00 AM DIVISION : 01 CONTRACT TIME : 185 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRZ-4500(214) for constructing the Bridge Replacements (1 AASHTO Girder and 1 Precast) and Approaches on Walker Lane at the Flint River and Relief southeast of Hazel Green. Length 0.593 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13004 MILLER & MILLER, INC. $ 2,260,864.83 100.0000% 2 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 2,845,127.40 125.8424% 3 02006 RAY BELL CONSTRUCTION COMPANY, INC. $ 3,042,000.00 134.5503% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060630010 COUNTIES : MADISON LETTING DATE : 06/30/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 23025 |( 3 ) 02006 |MILLER & MILLER, INC. |WRIGHT BROTHERS CONSTRUCTIO |RAY BELL CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 10155.00000 10155.00| 28000.00000 28000.00| 11159.34000 11159.34 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4,000.00 Per Acre) | | | (Approximately | | | 0020 206A000 LUMP| 40000.00000 40000.00| 185000.00000 185000.00| 33673.26000 33673.26 Removal Of Old Bridge, Station 21+47.70 | | | 0030 206D000 160.000 LF | 9.20000 1472.00| 10.00000 1600.00| 10.07000 1611.20 Removing Pipe | | | 0040 206E000 2.000 EACH| 245.00000 490.00| 265.00000 530.00| 268.56000 537.12 Removing Headwalls | | | 0050 209A000 4.000 EACH| 164.00000 656.00| 180.00000 720.00| 180.04000 720.16 Mailbox Reset, Single | | | 0060 210A000 2638.000 CUYD| 7.05000 18597.90| 7.55000 19916.90| 7.73000 20391.74 Unclassified Excavation | | | 0070 210D000 30738.000 CUYD| 7.43000 228383.34| 8.00000 245904.00| 8.17000 251129.46 Borrow Excavation | | | 0080 214A000 120.000 CUYD| 0.01000 1.20| 1.00000 120.00| 0.01000 1.20 Structure Excavation | | | 0090 214B001 19.000 CUYD| 13.00000 247.00| 10.50000 199.50| 10.75000 204.25 Foundation Backfill, Commercial | | | 0100 230A000 34.000 RBST| 414.00000 14076.00| 450.00000 15300.00| 455.20000 15476.80 Roadbed Processing | | | 0110 301A008 9000.000 SQYD| 3.88000 34920.00| 4.15000 37350.00| 4.26000 38340.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0120 401A000 9000.000 SQYD| 0.68000 6120.00| 0.75000 6750.00| 0.74000 6660.00 Bituminous Treatment A | | | 0130 405A000 763.000 GAL | 1.95000 1487.85| 2.10000 1602.30| 2.13000 1625.19 Tack Coat | | | 0140 429A220 695.000 TON | 59.13000 41095.35| 63.50000 44132.50| 64.98000 45161.10 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0150 429B221 1160.000 TON | 46.81000 54299.60| 50.25000 58290.00| 51.44000 59670.40 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060630010 COUNTIES : MADISON LETTING DATE : 06/30/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 23025 |( 3 ) 02006 |MILLER & MILLER, INC. |WRIGHT BROTHERS CONSTRUCTIO |RAY BELL CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 429C220 1395.000 TON | 45.75000 63821.25| 49.10000 68494.50| 50.27000 70126.65 Improved Bituminous Concrete Base Layer | | | 1" Maximum Aggregate Size Mix, ESAL | | | Range B | | | 0170 430B000 20.000 TON | 20.00000 400.00| 22.00000 440.00| 21.93000 438.60 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0180 502A000 57180.000 LB | 0.80000 45744.00| 0.77000 44028.60| 0.88000 50318.40 Steel Reinforcement | | | 0190 502B000 LUMP| 65000.00000 65000.00| 89000.00000 89000.00| 81351.51000 81351.51 Steel Reinforcement For Bridge | | | Superstructure, Station 21+28 (Approx. | | | 92,600 Lbs.) | | | 0200 505H000 882.000 LF | 340.00000 299880.00| 252.00000 222264.00| 400.00000 352800.00 Pilot Holes | | | 0210 505M002 1080.000 LF | 30.00000 32400.00| 65.00000 70200.00| 53.85000 58158.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0220 506A004 61.000 LF | 424.00000 25864.00| 410.00000 25010.00| 5579.78000 340366.58 Drilled Shaft Excavation, 3'-0" Diamete | | | 0230 506B001 147.000 LF | 955.00000 140385.00| 925.00000 135975.00| 321.14000 47207.58 Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0240 506C060 208.000 LF | 53.00000 11024.00| 100.00000 20800.00| 137.38000 28575.04 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS3 Concrete | | | 0250 506D000 60.000 LF | 105.00000 6300.00| 85.00000 5100.00| 240.85000 14451.00 Exploration Below Drilled Shaft | | | 0260 506F004 208.000 LF | 63.50000 13208.00| 200.00000 41600.00| 80.28000 16698.24 Permanent Drilled Shaft Casing, 3'-0" | | | Diameter | | | 0270 506G000 12.000 EACH| 100.00000 1200.00| 1000.00000 12000.00| 2408.54000 28902.48 Crosshole Sonic Logging, 3'-0" Diameter | | | 0280 507A000 2.000 EACH| 2300.00000 4600.00| 3000.00000 6000.00| 4573.09000 9146.18 Wire Rope Abutment Anchor Assembly | | | 0290 508A000 5300.000 LB | 4.50000 23850.00| 4.00000 21200.00| 4.57000 24221.00 Structural Steel | | | 0300 510A000 169.000 CUYD| 425.00000 71825.00| 675.00000 114075.00| 760.40000 128507.60 Bridge Substructure Concrete, Class A | | | 0310 510C051 LUMP| 165000.00000 165000.00| 275000.00000 275000.00| 246117.45000 246117.45 Bridge Concrete Superstructure, Station | | | 21+28 (Approx. 372 Cu. Yds.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060630010 COUNTIES : MADISON LETTING DATE : 06/30/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 23025 |( 3 ) 02006 |MILLER & MILLER, INC. |WRIGHT BROTHERS CONSTRUCTIO |RAY BELL CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 510E000 1061.000 SQYD| 3.00000 3183.00| 5.00000 5305.00| 4.54000 4816.94 Grooving Concrete Bridge Decks | | | 0330 511A000 77.000 EACH| 65.00000 5005.00| 80.00000 6160.00| 98.46000 7581.42 Elastomeric Bearings, Type 1 | | | 0340 511A052 40.000 EACH| 110.00000 4400.00| 200.00000 8000.00| 184.20000 7368.00 Elastomeric Bearings, Type 2 (Mark B3) | | | 0350 512A014 2.000 EACH| 3700.00000 7400.00| 3900.00000 7800.00| 4206.36000 8412.72 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0360 512B004 5.000 EACH| 3800.00000 19000.00| 3600.00000 18000.00| 4955.15000 24775.75 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 31'-6" Long | | | 0370 512C004 36.000 EACH| 3300.00000 118800.00| 3400.00000 122400.00| 3969.53000 142903.08 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0380 512C007 12.000 EACH| 3400.00000 40800.00| 3550.00000 42600.00| 4868.35000 58420.20 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0390 512D002 4.000 EACH| 3100.00000 12400.00| 3400.00000 13600.00| 4615.64000 18462.56 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0400 512D005 8.000 EACH| 3150.00000 25200.00| 3400.00000 27200.00| 4684.17000 37473.36 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0410 512E021 8.000 EACH| 1075.00000 8600.00| 1100.00000 8800.00| 1603.06000 12824.48 Precast Concrete Abutment Panels, Type | | | A6 | | | 0420 512F008 4.000 EACH| 1330.00000 5320.00| 1450.00000 5800.00| 2068.77000 8275.08 Precast Concrete Wing Panels, Type W6 | | | 0430 512G000 4.000 EACH| 460.00000 1840.00| 650.00000 2600.00| 1000.23000 4000.92 Precast Concrete Abutment Wing Cap | | | Panels | | | 0440 513B005 1579.000 LF | 126.00000 198954.00| 138.00000 217902.00| 100.00000 157900.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0450 530A003 96.000 LF | 56.04000 5379.84| 60.00000 5760.00| 61.58000 5911.68 30" Roadway Pipe (Class 3 R.C.) | | | 0460 535A085 32.000 LF | 46.50000 1488.00| 50.00000 1600.00| 51.07000 1634.24 24" Side Drain Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060630010 COUNTIES : MADISON LETTING DATE : 06/30/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 23025 |( 3 ) 02006 |MILLER & MILLER, INC. |WRIGHT BROTHERS CONSTRUCTIO |RAY BELL CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 535A086 272.000 LF | 56.00000 15232.00| 60.00000 16320.00| 61.57000 16747.04 30" Side Drain Pipe (Class 3 R.C.) | | | 0480 600A000 LUMP| 163415.00000 163415.00| 250000.00000 250000.00| 300000.00000 300000.00 Mobilization | | | 0490 610C001 2136.000 TON | 17.50000 37380.00| 20.00000 42720.00| 20.62000 44044.32 Loose Riprap, Class 2 | | | 0500 610D000 1306.000 SQYD| 3.15000 4113.90| 4.75000 6203.50| 5.07000 6621.42 Filter Blanket | | | 0510 619A054 4.000 EACH| 1967.00000 7868.00| 2200.00000 8800.00| 2161.55000 8646.20 30" Roadway Pipe End Treatment, Class 2 | | | 0520 619A127 2.000 EACH| 1732.00000 3464.00| 2000.00000 4000.00| 1902.95000 3805.90 24" Side Drain Pipe End Treatment, | | | Class 2 | | | 0530 619A128 8.000 EACH| 1967.00000 15736.00| 2100.00000 16800.00| 2161.55000 17292.40 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 0540 621A007 2.000 EACH| 1790.00000 3580.00| 2000.00000 4000.00| 1967.60000 3935.20 Junction Boxes, Type 5 | | | 0550 630A001 572.000 LF | 22.50000 12870.00| 19.50000 11154.00| 21.05000 12040.60 Steel Beam Guardrail, Class A, Type 2 | | | 0560 630C001 2.000 EACH| 800.00000 1600.00| 685.00000 1370.00| 739.61000 1479.22 Guardrail End Anchor, Type 8 | | | 0570 630C003 8.000 EACH| 1800.00000 14400.00| 1500.00000 12000.00| 1593.01000 12744.08 Guardrail End Anchor, Type 13 | | | 0580 630C050 10.000 EACH| 2400.00000 24000.00| 2650.00000 26500.00| 2844.66000 28446.60 Guardrail End Anchor, Type 20 Series | | | 0590 650A000 1058.000 CUYD| 8.15000 8622.70| 8.75000 9257.50| 8.94000 9458.52 Topsoil | | | 0600 650B000 1546.000 CUYD| 5.50000 8503.00| 6.00000 9276.00| 6.04000 9337.84 Topsoil From Stockpiles | | | 0610 652A100 10.000 ACRE| 550.00000 5500.00| 700.00000 7000.00| 699.79000 6997.90 Seeding | | | 0620 652C000 10.000 ACRE| 100.00000 1000.00| 105.00000 1050.00| 113.79000 1137.90 Mowing | | | 0630 656A010 10.000 ACRE| 550.00000 5500.00| 625.00000 6250.00| 654.27000 6542.70 Mulching | | | 0640 665F000 42.000 EACH| 15.00000 630.00| 15.00000 630.00| 15.91000 668.22 Hay Bales | | | 0650 665J000 6574.000 LF | 3.00000 19722.00| 4.50000 29583.00| 3.02000 19853.48 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060630010 COUNTIES : MADISON LETTING DATE : 06/30/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 23025 |( 3 ) 02006 |MILLER & MILLER, INC. |WRIGHT BROTHERS CONSTRUCTIO |RAY BELL CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 665O001 6574.000 LF | 0.25000 1643.50| 1.00000 6574.00| 1.25000 8217.50 Silt Fence Removal | | | 0670 680A000 LUMP| 14282.00000 14282.00| 65000.00000 65000.00| 25000.00000 25000.00 Engineering Controls | | | 0680 701A031 2.000 MILE| 1200.00000 2400.00| 2220.00000 4440.00| 1706.79000 3413.58 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0690 701A035 1.000 MILE| 1300.00000 1300.00| 2800.00000 2800.00| 1706.79000 1706.79 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0700 701A045 1.000 MILE| 750.00000 750.00| 1700.00000 1700.00| 910.29000 910.29 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0710 703A002 66.000 SQFT| 5.00000 330.00| 6.00000 396.00| 5.69000 375.54 Traffic Control Markings, Class 2, Type | | | A | | | 0720 705A037 51.000 EACH| 8.00000 408.00| 11.10000 566.10| 9.10000 464.10 Pavement Markers, Class A-H, Type 2-D | | | 0730 740B000 212.000 SQFT| 7.70000 1632.40| 9.00000 1908.00| 8.82000 1869.84 Construction Signs | | | 0740 740F002 12.000 EACH| 200.00000 2400.00| 300.00000 3600.00| 204.82000 2457.84 Barricades, Type III | | | 0750 740I005 6.000 EACH| 385.00000 2310.00| 850.00000 5100.00| 546.17000 3277.02 Warning Lights, Type B (Detachable Head | | | 0760 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 122,000.00) | | | SECTION TOTALS | $ 2,260,864.83| $ 2,845,127.40| $ 3,042,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,260,864.83| $ 2,845,127.40| $ 3,042,000.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 20060630012 COUNTIES : ELMORE AUTAUGA LETTING DATE : 06/30/06 10:00 AM DIVISION : 06 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : EB-STPSA-0143(500) for constructing the Planing, Resurfacing and Traffic Stripe on SR-143 from just north of Elmore (MP 11.557) to the Chilton County line. Length 16.313 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 2,094,819.51 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 2,141,741.40 102.2399% 3 01023 ASPHALT CONTRACTORS, INC. $ 2,338,258.74 111.6210% 4 03097 CHILTON PAVING & ASPHALT, LLC $ 2,410,671.82 115.0778% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20060630012 COUNTIES : ELMORE AUTAUGA LETTING DATE : 06/30/06 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 500.000 CUYD| 39.25000 19625.00| 12.00000 6000.00| 14.25000 7125.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0020 405A000 7115.000 GAL | 2.75000 19566.25| 1.80000 12807.00| 1.20000 8538.00 Tack Coat | | | 0030 408A052 45901.000 SQYD| 0.85000 39015.85| 1.05000 48196.05| 0.89000 40851.89 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A361 28176.000 TON | 43.10000 1214385.60| 44.60000 1256649.60| 48.60000 1369353.60 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A367 1000.000 TON | 59.45000 59450.00| 50.25000 50250.00| 48.60000 48600.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B650 5050.000 TON | 42.15000 212857.50| 44.40000 224220.00| 46.00000 232300.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424B654 150.000 TON | 70.00000 10500.00| 105.00000 15750.00| 65.00000 9750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 5743.000 TON | 42.95000 246661.85| 43.00000 246949.00| 55.50000 318736.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 430B040 100.000 TON | 40.00000 4000.00| 25.00000 2500.00| 31.50000 3150.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0100 600A000 LUMP| 24500.00000 24500.00| 30000.00000 30000.00| 53600.00000 53600.00 Mobilization | | | 0110 652A100 16.000 ACRE| 529.79000 8476.64| 630.00000 10080.00| 530.00000 8480.00 Seeding | | | 0120 656A010 16.000 ACRE| 399.84000 6397.44| 400.00000 6400.00| 400.00000 6400.00 Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20060630012 COUNTIES : ELMORE AUTAUGA LETTING DATE : 06/30/06 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 665F000 200.000 EACH| 6.00000 1200.00| 6.00000 1200.00| 6.00000 1200.00 Hay Bales | | | 0140 665J000 2000.000 LF | 3.30000 6600.00| 3.30000 6600.00| 4.00000 8000.00 Silt Fence, Type A | | | 0150 665O001 2000.000 LF | 0.30000 600.00| 0.30000 600.00| 0.30000 600.00 Silt Fence Removal | | | 0160 666A001 16.000 ACRE| 5.00000 80.00| 5.00000 80.00| 5.00000 80.00 Pest Control Treatment | | | 0170 701A028 34.000 MILE| 1767.91000 60108.94| 1750.00000 59500.00| 1750.00000 59500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A046 12.000 MILE| 1060.74000 12728.88| 1050.00000 12600.00| 1050.00000 12600.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A048 18.000 MILE| 2015.41000 36277.38| 1995.00000 35910.00| 1995.00000 35910.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701B009 275.000 LF | 2.02000 555.50| 2.00000 550.00| 2.00000 550.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0210 701C000 17.000 MILE| 686.96000 11678.32| 680.00000 11560.00| 680.00000 11560.00 Broken Temporary Traffic Stripe | | | 0220 701C001 90.000 MILE| 727.37000 65463.30| 720.00000 64800.00| 720.00000 64800.00 Solid Temporary Traffic Stripe | | | 0230 701F000 275.000 LF | 1.01000 277.75| 1.00000 275.00| 1.00000 275.00 Dotted Temporary Traffic Stripe | | | 0240 703A002 2861.000 SQFT| 3.28000 9384.08| 3.25000 9298.25| 3.25000 9298.25 Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 45.000 SQFT| 5.05000 227.25| 5.00000 225.00| 5.00000 225.00 Traffic Control Legends, Class 2, Type | | | 0260 703D001 1165.000 SQFT| 1.52000 1770.80| 1.50000 1747.50| 1.50000 1747.50 Temporary Traffic Control Markings | | | 0270 705A032 800.000 EACH| 5.05000 4040.00| 5.00000 4000.00| 5.00000 4000.00 Pavement Markers, Class A-H, Type 1-B | | | 0280 705A037 1200.000 EACH| 5.05000 6060.00| 5.00000 6000.00| 5.00000 6000.00 Pavement Markers, Class A-H, Type 2-D | | | 0290 740B000 1066.000 SQFT| 7.98000 8506.68| 9.00000 9594.00| 8.00000 8528.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20060630012 COUNTIES : ELMORE AUTAUGA LETTING DATE : 06/30/06 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740D000 50.000 EACH| 32.09000 1604.50| 2.00000 100.00| 50.00000 2500.00 Channelizing Drums | | | 0310 740E000 200.000 EACH| 1.00000 200.00| 5.75000 1150.00| 5.00000 1000.00 Cones (36 Inches High) | | | 0320 740M001 200.000 EACH| 0.10000 20.00| 5.75000 1150.00| 1.00000 200.00 Ballast For Cone | | | 0330 740O000 1.000 EACH| 2000.00000 2000.00| 5000.00000 5000.00| 2800.00000 2800.00 Pilot Car | | | 0340 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 100,000.00) | | | SECTION TOTALS | $ 2,094,819.51| $ 2,141,741.40| $ 2,338,258.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,094,819.51| $ 2,141,741.40| $ 2,338,258.74 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20060630012 COUNTIES : ELMORE AUTAUGA LETTING DATE : 06/30/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 03097 |( ) |( ) |CHILTON PAVING & ASPHALT, L | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 500.000 CUYD| 16.97000 8485.00| | Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0020 405A000 7115.000 GAL | 1.69000 12024.35| | Tack Coat | | | 0030 408A052 45901.000 SQYD| 1.30000 59671.30| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A361 28176.000 TON | 47.57000 1340332.32| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A367 1000.000 TON | 61.48000 61480.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B650 5050.000 TON | 45.87000 231643.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424B654 150.000 TON | 132.20000 19830.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 5743.000 TON | 50.42000 289562.06| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 430B040 100.000 TON | 35.24000 3524.00| | Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0100 600A000 LUMP| 76608.19000 76608.19| | Mobilization | | | 0110 652A100 16.000 ACRE| 1040.46000 16647.36| | Seeding | | | 0120 656A010 16.000 ACRE| 1022.73000 16363.68| | Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20060630012 COUNTIES : ELMORE AUTAUGA LETTING DATE : 06/30/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 03097 |( ) |( ) |CHILTON PAVING & ASPHALT, L | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 665F000 200.000 EACH| 17.92000 3584.00| | Hay Bales | | | 0140 665J000 2000.000 LF | 4.01000 8020.00| | Silt Fence, Type A | | | 0150 665O001 2000.000 LF | 3.14000 6280.00| | Silt Fence Removal | | | 0160 666A001 16.000 ACRE| 23.53000 376.48| | Pest Control Treatment | | | 0170 701A028 34.000 MILE| 2005.73000 68194.82| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A046 12.000 MILE| 1203.44000 14441.28| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A048 18.000 MILE| 2293.10000 41275.80| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701B009 275.000 LF | 2.34000 643.50| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0210 701C000 17.000 MILE| 795.32000 13520.44| | Broken Temporary Traffic Stripe | | | 0220 701C001 90.000 MILE| 818.18000 73636.20| | Solid Temporary Traffic Stripe | | | 0230 701F000 275.000 LF | 1.15000 316.25| | Dotted Temporary Traffic Stripe | | | 0240 703A002 2861.000 SQFT| 3.77000 10785.97| | Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 45.000 SQFT| 5.65000 254.25| | Traffic Control Legends, Class 2, Type | | | 0260 703D001 1165.000 SQFT| 1.83000 2131.95| | Temporary Traffic Control Markings | | | 0270 705A032 800.000 EACH| 5.75000 4600.00| | Pavement Markers, Class A-H, Type 1-B | | | 0280 705A037 1200.000 EACH| 5.63000 6756.00| | Pavement Markers, Class A-H, Type 2-D | | | 0290 740B000 1066.000 SQFT| 9.14000 9743.24| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 012 -7 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20060630012 COUNTIES : ELMORE AUTAUGA LETTING DATE : 06/30/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 03097 |( ) |( ) |CHILTON PAVING & ASPHALT, L | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740D000 50.000 EACH| 65.14000 3257.00| | Channelizing Drums | | | 0310 740E000 200.000 EACH| 11.52000 2304.00| | Cones (36 Inches High) | | | 0320 740M001 200.000 EACH| 7.01000 1402.00| | Ballast For Cone | | | 0330 740O000 1.000 EACH| 2976.88000 2976.88| | Pilot Car | | | 0340 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 100,000.00) | | | SECTION TOTALS | $ 2,410,671.82| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,410,671.82| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 20060630014 COUNTIES : COVINGTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 07 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-0012(523) for constructing the Planing, Resurfacing and Traffic Stripe 99-307-203-012-602 on SR-12 (US-84) from west of SR-55 to the River Falls/Andalusia city limit. Length 2.391 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 992,493.25 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,252,089.46 126.1560% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20060630014 COUNTIES : COVINGTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, 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 210D015 791.000 CUYD| 5.00000 3955.00| 11.00000 8701.00| Borrow Excavation (A-4) (Loose Truckbed | | | Measurement) | | | 0020 212A000 129.000 STA | 30.00000 3870.00| 55.00000 7095.00| Machine Grading Shoulders | | | 0030 405A000 5361.000 GAL | 2.00000 10722.00| 3.50000 18763.50| Tack Coat | | | 0040 408A051 85699.000 SQYD| 0.60000 51419.40| 0.65000 55704.35| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 410H000 1.000 EACH| 20000.00000 20000.00| 32000.00000 32000.00| Material Remixing Device | | | 0060 420A015 3922.000 TON | 98.00000 384356.00| 105.00000 411810.00| Polymer Modified Open Graded Friction | | | Course | | | 0070 424A360 5721.000 TON | 51.00000 291771.00| 74.00000 423354.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 250.000 TON | 40.00000 10000.00| 74.00000 18500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B663 1018.000 TON | 51.00000 51918.00| 75.00000 76350.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 428C000 12816.000 LF | 0.35000 4485.60| 0.10000 1281.60| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0110 600A000 LUMP| 10000.00000 10000.00| 38000.00000 38000.00| Mobilization | | | 0120 652A100 3.000 ACRE| 500.00000 1500.00| 600.00000 1800.00| Seeding | | | 0130 656A010 3.000 ACRE| 500.00000 1500.00| 470.00000 1410.00| Mulching | | | 0140 665F000 150.000 EACH| 5.00000 750.00| 7.00000 1050.00| Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20060630014 COUNTIES : COVINGTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665J000 2500.000 LF | 2.00000 5000.00| 3.00000 7500.00| Silt Fence, Type A | | | 0160 665O001 2500.000 LF | 0.10000 250.00| 0.35000 875.00| Silt Fence Removal | | | 0170 666A001 3.000 ACRE| 50.00000 150.00| 5.00000 15.00| Pest Control Treatment | | | 0180 680A000 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| Engineering Controls | | | 0190 701A028 4.000 MILE| 1750.00000 7000.00| 1750.00000 7000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A041 5.000 MILE| 1050.00000 5250.00| 1050.00000 5250.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A046 3.000 MILE| 1050.00000 3150.00| 1050.00000 3150.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701A048 6.000 MILE| 1995.00000 11970.00| 1995.00000 11970.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0230 701B009 1730.000 LF | 1.25000 2162.50| 1.25000 2162.50| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0240 701C000 21.000 MILE| 650.00000 13650.00| 650.00000 13650.00| Broken Temporary Traffic Stripe | | | 0250 701C001 26.000 MILE| 690.00000 17940.00| 690.00000 17940.00| Solid Temporary Traffic Stripe | | | 0260 701D007 1.000 MILE| 2.00000 2.00| 2500.00000 2500.00| Solid Traffic Stripe Removed (Paint) | | | 0270 701D008 1.000 MILE| 2.00000 2.00| 2500.00000 2500.00| Solid Traffic Stripe Removed (Plastic) | | | 0280 701D014 1.000 MILE| 2.00000 2.00| 2000.00000 2000.00| Broken Traffic Stripe Removed (Paint) | | | 0290 701D015 1.000 MILE| 2.00000 2.00| 2000.00000 2000.00| Broken Traffic Stripe Removed (Plastic) | | | 0300 701G121 1468.000 LF | 3.00000 4404.00| 3.00000 4404.00| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0310 701G125 1468.000 LF | 5.00000 7340.00| 5.00000 7340.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20060630014 COUNTIES : COVINGTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701G129 1468.000 LF | 3.00000 4404.00| 3.00000 4404.00| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0330 701G133 1468.000 LF | 5.00000 7340.00| 5.00000 7340.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0340 703A002 4796.000 SQFT| 3.25000 15587.00| 3.25000 15587.00| Traffic Control Markings, Class 2, Type | | | A | | | 0350 703A010 66.000 SQFT| 15.00000 990.00| 15.00000 990.00| Traffic Control Markings, Class 3W, | | | Type A | | | 0360 703B002 793.000 SQFT| 3.75000 2973.75| 3.75000 2973.75| Traffic Control Legends, Class 2, Type | | | 0370 703D001 6765.000 SQFT| 1.50000 10147.50| 1.50000 10147.50| Temporary Traffic Control Markings | | | 0380 703E001 1435.000 SQFT| 1.50000 2152.50| 1.50000 2152.50| Temporary Traffic Control Legends | | | 0390 705A030 285.000 EACH| 5.00000 1425.00| 5.00000 1425.00| Pavement Markers, Class A-H, Type 2-C | | | 0400 705A031 290.000 EACH| 5.00000 1450.00| 5.00000 1450.00| Pavement Markers, Class A-H, Type 1-A | | | 0410 705A032 300.000 EACH| 5.00000 1500.00| 5.00000 1500.00| Pavement Markers, Class A-H, Type 1-B | | | 0420 705A037 518.000 EACH| 5.00000 2590.00| 5.00000 2590.00| Pavement Markers, Class A-H, Type 2-D | | | 0430 705A038 262.000 EACH| 5.00000 1310.00| 5.00000 1310.00| Pavement Markers, Class A-H, Type 2-E | | | 0440 740B000 1044.000 SQFT| 8.00000 8352.00| 8.04000 8393.76| Construction Signs | | | 0450 740E000 150.000 EACH| 20.00000 3000.00| 15.00000 2250.00| Cones (36 Inches High) | | | 0460 740M001 150.000 EACH| 5.00000 750.00| 10.00000 1500.00| Ballast For Cone | | | 0470 741C010 2.000 EACH| 1000.00000 2000.00| 500.00000 1000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0480 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 46,800.00) | | | SECTION TOTALS | $ 992,493.25| $ 1,252,089.46| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 992,493.25| $ 1,252,089.46| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 20060630015 COUNTIES : CLAY RANDOLPH LETTING DATE : 06/30/06 10:00 AM DIVISION : 04 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-0048(500) for constructing the Resurfacing and Traffic Stripe on SR-48 STPSA-0048(501) from SR-9 to SR-1 (US-431) in Wedowee. Length 15.489 mi. 99-304-144-048-601 OTHERS -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 3,375,620.31 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 3,481,761.93 103.1444% 3 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 3,513,923.75 104.0971% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20060630015 COUNTIES : CLAY RANDOLPH LETTING DATE : 06/30/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 13022 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 415.000 LF | 3.15000 1307.25| 2.56000 1062.40| 2.25000 933.75 Removing Guardrail | | | 0020 206E019 6.000 EACH| 105.00000 630.00| 113.57000 681.42| 100.00000 600.00 Removing Guardrail End Anchor (Type 10) | | | 0030 209A000 15.000 EACH| 216.51000 3247.65| 133.56000 2003.40| 170.00000 2550.00 Mailbox Reset, Single | | | 0040 210D000 1600.000 CUYD| 14.96000 23936.00| 19.26000 30816.00| 24.00000 38400.00 Borrow Excavation | | | 0050 401B100 129600.000 SQYD| 0.85000 110160.00| 0.92000 119232.00| 1.10000 142560.00 Bituminous Treatment E (With Polymer | | | Additive) | | | 0060 405A000 10400.000 GAL | 1.69000 17576.00| 1.74000 18096.00| 1.75000 18200.00 Tack Coat | | | 0070 407A000 4850.000 GAL | 23.10000 112035.00| 21.19000 102771.50| 20.50000 99425.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0080 408A051 7300.000 SQYD| 1.84000 13432.00| 1.99000 14527.00| 3.00000 21900.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0090 408A052 1334.000 SQYD| 1.84000 2454.56| 4.99000 6656.66| 6.00000 8004.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0100 410B000 1.000 EACH| 12377.20000 12377.20| 6795.30000 6795.30| 0.00000 0.00 State Furnished Profilograph | | | 0110 424A356 6815.000 TON | 67.02000 456741.30| 66.10000 450471.50| 65.00000 442975.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0120 424A358 100.000 TON | 87.86000 8786.00| 89.19000 8919.00| 80.00000 8000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424A359 200.000 TON | 88.23000 17646.00| 89.19000 17838.00| 85.00000 17000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/8" Maximum | | | Aggregate Size Mix,Esal Range C/D | | | 0140 424A360 8100.000 TON | 61.39000 497259.00| 60.25000 488025.00| 63.00000 510300.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20060630015 COUNTIES : CLAY RANDOLPH LETTING DATE : 06/30/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 13022 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424A366 100.000 TON | 84.96000 8496.00| 84.54000 8454.00| 78.00000 7800.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424A369 250.000 TON | 84.51000 21127.50| 78.50000 19625.00| 83.00000 20750.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B654 400.000 TON | 105.00000 42000.00| 104.36000 41744.00| 100.00000 40000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B658 19265.000 TON | 57.47000 1107159.55| 55.85000 1075950.25| 57.00000 1098105.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424B661 200.000 TON | 84.57000 16914.00| 83.13000 16626.00| 80.00000 16000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424C371 7800.000 TON | 58.90000 459420.00| 52.47000 409266.00| 53.00000 413400.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 430B043 3225.000 TON | 22.09000 71240.25| 20.61000 66467.25| 25.00000 80625.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0220 600A000 LUMP| 65078.75000 65078.75| 132303.35000 132303.35| 226245.00000 226245.00 Mobilization | | | 0230 630A001 385.000 LF | 22.05000 8489.25| 23.85000 9182.25| 21.00000 8085.00 Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C050 7.000 EACH| 2205.00000 15435.00| 2725.78000 19080.46| 2400.00000 16800.00 Guardrail End Anchor, Type 20 Series | | | 0250 701A028 31.000 MILE| 1908.90000 59175.90| 2055.15000 63709.65| 1800.00000 55800.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0260 701A046 8.000 MILE| 1166.55000 9332.40| 1255.93000 10047.44| 1100.00000 8800.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20060630015 COUNTIES : CLAY RANDOLPH LETTING DATE : 06/30/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 13022 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 701A048 23.000 MILE| 2227.05000 51222.15| 2397.68000 55146.64| 2100.00000 48300.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0280 701C000 18.000 MILE| 763.56000 13744.08| 822.06000 14797.08| 720.00000 12960.00 Broken Temporary Traffic Stripe | | | 0290 701C001 121.000 MILE| 827.19000 100089.99| 890.56000 107757.76| 780.00000 94380.00 Solid Temporary Traffic Stripe | | | 0300 703A002 1810.000 SQFT| 3.72000 6733.20| 4.00000 7240.00| 3.50000 6335.00 Traffic Control Markings, Class 2, Type | | | A | | | 0310 703D001 1200.000 SQFT| 2.12000 2544.00| 2.28000 2736.00| 2.00000 2400.00 Temporary Traffic Control Markings | | | 0320 740B000 2058.000 SQFT| 8.90000 18316.20| 9.92000 20415.36| 12.00000 24696.00 Construction Signs | | | 0330 740O000 1.000 EACH| 21514.13000 21514.13| 45765.26000 45765.26| 21595.00000 21595.00 Pilot Car | | | 0340 998A000 LUMP| 0.00000 0.00| 87553.00000 87553.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 137,000.00) | | | SECTION TOTALS | $ 3,375,620.31| $ 3,481,761.93| $ 3,513,923.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,375,620.31| $ 3,481,761.93| $ 3,513,923.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 20060630016 COUNTIES : CALHOUN LETTING DATE : 06/30/06 10:00 AM DIVISION : 04 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-0204(513) for constructing the Resurfacing and Traffic Stripe on 99-304-082-204-601 SR-204 from SR-1 (US-431) to just west of SR-21 in Jacksonville. Length 9.290 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 2,196,101.80 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 2,267,986.51 103.2733% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20060630016 COUNTIES : CALHOUN LETTING DATE : 06/30/06 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 782.000 LF | 2.15000 1681.30| 2.26000 1767.32| Removing Guardrail | | | 0020 206E019 2.000 EACH| 100.00000 200.00| 105.00000 210.00| Removing Guardrail End Anchor (Type 10) | | | 0030 209A000 3.000 EACH| 193.00000 579.00| 340.94000 1022.82| Mailbox Reset, Single | | | 0040 210D000 650.000 CUYD| 27.50000 17875.00| 18.90000 12285.00| Borrow Excavation | | | 0050 401B100 152000.000 SQYD| 0.70000 106400.00| 0.86000 130720.00| Bituminous Treatment E (With Polymer | | | Additive) | | | 0060 405A000 14000.000 GAL | 0.00000 0.00| 1.74000 24360.00| Tack Coat | | | 0070 407A000 2910.000 GAL | 20.50000 59655.00| 24.15000 70276.50| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0080 408A051 4990.000 SQYD| 2.50000 12475.00| 1.73000 8632.70| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0090 408A052 600.000 SQYD| 3.50000 2100.00| 1.73000 1038.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0100 408A053 5615.000 SQYD| 4.00000 22460.00| 1.73000 9713.95| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0110 420A015 7285.000 TON | 72.00000 524520.00| 79.31000 577773.35| Polymer Modified Open Graded Friction | | | Course | | | 0120 424A358 400.000 TON | 64.50000 25800.00| 68.39000 27356.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424A361 12785.000 TON | 53.00000 677605.00| 52.14000 666609.90| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A370 300.000 TON | 85.00000 25500.00| 81.15000 24345.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20060630016 COUNTIES : CALHOUN LETTING DATE : 06/30/06 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 424B654 200.000 TON | 95.00000 19000.00| 107.85000 21570.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B658 1400.000 TON | 56.00000 78400.00| 63.27000 88578.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424C371 5100.000 TON | 53.00000 270300.00| 60.40000 308040.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 430B043 2320.000 TON | 20.00000 46400.00| 20.91000 48511.20| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0190 600A000 LUMP| 95000.00000 95000.00| 24873.00000 24873.00| Mobilization | | | 0200 630A001 782.000 LF | 20.75000 16226.50| 21.79000 17039.78| Steel Beam Guardrail, Class A, Type 2 | | | 0210 630C050 2.000 EACH| 2400.00000 4800.00| 2520.00000 5040.00| Guardrail End Anchor, Type 20 Series | | | 0220 701A028 19.000 MILE| 1800.00000 34200.00| 1908.90000 36269.10| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0230 701A031 1.000 MILE| 5000.00000 5000.00| 5302.50000 5302.50| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0240 701A046 6.000 MILE| 1100.00000 6600.00| 1166.55000 6999.30| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0250 701A048 12.000 MILE| 2100.00000 25200.00| 2227.05000 26724.60| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0260 701C000 18.000 MILE| 720.00000 12960.00| 763.56000 13744.08| Broken Temporary Traffic Stripe | | | 0270 701C001 93.000 MILE| 780.00000 72540.00| 827.19000 76928.67| Solid Temporary Traffic Stripe | | | 0280 703A002 2000.000 SQFT| 3.25000 6500.00| 3.47000 6940.00| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20060630016 COUNTIES : CALHOUN LETTING DATE : 06/30/06 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 703B002 45.000 SQFT| 5.00000 225.00| 5.30000 238.50| Traffic Control Legends, Class 2, Type | | | 0300 703D001 1150.000 SQFT| 2.00000 2300.00| 2.12000 2438.00| Temporary Traffic Control Markings | | | 0310 740B000 1200.000 SQFT| 12.00000 14400.00| 8.90000 10680.00| Construction Signs | | | 0320 740O000 1.000 EACH| 9200.00000 9200.00| 11959.24000 11959.24| Pilot Car | | | 0330 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 98,000.00) | | | SECTION TOTALS | $ 2,196,101.80| $ 2,267,986.51| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,196,101.80| $ 2,267,986.51| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20060630023 COUNTIES : SHELBY LETTING DATE : 06/30/06 10:00 AM DIVISION : 03 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : EB-STPSA-0003(526) for constructing the Planing, Resurfacing and Traffic Stripe on SR-3 (US-31) from I-65 (Exit 231) in Calera to 0.7 miles south of I-65 (Exit 238) southeast of Alabaster. Length 6.750 miles. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03097 CHILTON PAVING & ASPHALT, LLC $ 1,406,743.61 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,594,666.90 113.3587% 3 01087 APAC-SOUTHEAST, INC. $ 1,867,952.98 132.7856% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20060630023 COUNTIES : SHELBY LETTING DATE : 06/30/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 03097 |( 2 ) 04013 |( 3 ) 01087 |CHILTON PAVING & ASPHALT, L |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 206E008 6.000 EACH| 170.45000 1022.70| 110.39000 662.34| 103.00000 618.00 Removing Guardrail End Anchor (All Type | | | 0020 209A000 2.000 EACH| 205.88000 411.76| 250.96000 501.92| 582.33000 1164.66 Mailbox Reset, Single | | | 0030 210D001 600.000 CUYD| 14.29000 8574.00| 22.67000 13602.00| 40.63000 24378.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 305B060 2000.000 TON | 16.91000 33820.00| 19.69000 39380.00| 25.83000 51660.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone, 1 1/2", For | | | 0050 405A000 5298.000 GAL | 1.75000 9271.50| 1.76000 9324.48| 2.10000 11125.80 Tack Coat | | | 0060 407A000 771.000 GAL | 31.19000 24047.49| 35.17000 27116.07| 36.27000 27964.17 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0070 408A052 176546.000 SQYD| 0.83000 146533.18| 0.56000 98865.76| 1.14000 201262.44 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 424A361 14205.000 TON | 44.53000 632548.65| 49.39000 701584.95| 61.82000 878153.10 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A366 3848.000 TON | 52.41000 201673.68| 50.87000 195747.76| 68.10000 262048.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424A370 363.000 TON | 66.30000 24066.90| 72.19000 26204.97| 77.62000 28176.06 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B685 1000.000 TON | 68.49000 68490.00| 69.15000 69150.00| 121.83000 121830.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424C371 713.000 TON | 52.18000 37204.34| 61.25000 43671.25| 68.39000 48762.07 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20060630023 COUNTIES : SHELBY LETTING DATE : 06/30/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 03097 |( 2 ) 04013 |( 3 ) 01087 |CHILTON PAVING & ASPHALT, L |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 600A000 LUMP| 43604.65000 43604.65| 133280.58000 133280.58| 39545.30000 39545.30 Mobilization | | | 0140 630A001 50.000 LF | 30.64000 1532.00| 23.18000 1159.00| 21.63000 1081.50 Steel Beam Guardrail, Class A, Type 2 | | | 0150 630C050 6.000 EACH| 2742.86000 16457.16| 2649.44000 15896.64| 2472.00000 14832.00 Guardrail End Anchor, Type 20 Series | | | 0160 650A000 120.000 CUYD| 14.71000 1765.20| 32.66000 3919.20| 58.12000 6974.40 Topsoil | | | 0170 652A100 1.000 ACRE| 462.43000 462.43| 496.77000 496.77| 1030.00000 1030.00 Seeding | | | 0180 656A010 1.000 ACRE| 511.36000 511.36| 496.77000 496.77| 1030.00000 1030.00 Mulching | | | 0190 665F000 50.000 EACH| 6.94000 347.00| 6.62000 331.00| 13.00000 650.00 Hay Bales | | | 0200 665J000 150.000 LF | 4.01000 601.50| 3.86000 579.00| 18.41000 2761.50 Silt Fence, Type A | | | 0210 665O001 150.000 LF | 1.71000 256.50| 0.55000 82.50| 11.28000 1692.00 Silt Fence Removal | | | 0220 701A028 14.000 MILE| 1885.71000 26399.94| 1821.49000 25500.86| 1699.50000 23793.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0230 701A032 3.000 MILE| 1848.74000 5546.22| 1821.49000 5464.47| 1699.50000 5098.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0240 701A041 3.000 MILE| 1027.03000 3081.09| 1048.74000 3146.22| 978.50000 2935.50 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0250 701A046 4.000 MILE| 1038.25000 4153.00| 1048.74000 4194.96| 978.50000 3914.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0260 701A048 5.000 MILE| 2114.29000 10571.45| 2042.28000 10211.40| 1905.50000 9527.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0270 701B009 4068.000 LF | 0.88000 3579.84| 0.83000 3376.44| 0.78000 3173.04 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0280 701C000 14.000 MILE| 648.65000 9081.10| 662.36000 9273.04| 618.00000 8652.00 Broken Temporary Traffic Stripe | | | 0290 701C001 10.000 MILE| 738.64000 7386.40| 717.56000 7175.60| 669.50000 6695.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 023 -4 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20060630023 COUNTIES : SHELBY LETTING DATE : 06/30/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 03097 |( 2 ) 04013 |( 3 ) 01087 |CHILTON PAVING & ASPHALT, L |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 703A002 3318.000 SQFT| 3.49000 11579.82| 3.31000 10982.58| 3.09000 10252.62 Traffic Control Markings, Class 2, Type | | | A | | | 0310 703B002 560.000 SQFT| 3.39000 1898.40| 3.31000 1853.60| 3.09000 1730.40 Traffic Control Legends, Class 2, Type | | | 0320 703D001 1938.000 SQFT| 1.41000 2732.58| 1.38000 2674.44| 1.29000 2500.02 Temporary Traffic Control Markings | | | 0330 705A030 35.000 EACH| 5.41000 189.35| 5.52000 193.20| 5.15000 180.25 Pavement Markers, Class A-H, Type 2-C | | | 0340 705A031 390.000 EACH| 5.70000 2223.00| 5.52000 2152.80| 5.15000 2008.50 Pavement Markers, Class A-H, Type 1-A | | | 0350 705A032 2417.000 EACH| 5.56000 13438.52| 5.52000 13341.84| 5.15000 12447.55 Pavement Markers, Class A-H, Type 1-B | | | 0360 705A037 631.000 EACH| 5.46000 3445.26| 5.52000 3483.12| 5.15000 3249.65 Pavement Markers, Class A-H, Type 2-D | | | 0370 705A038 1158.000 EACH| 5.88000 6809.04| 5.52000 6392.16| 5.15000 5963.70 Pavement Markers, Class A-H, Type 2-E | | | 0380 730H001 9297.000 LF | 2.63000 24451.11| 2.76000 25659.72| 2.37000 22033.89 Loop Wire | | | 0390 730I001 825.000 LF | 1.24000 1023.00| 1.10000 907.50| 1.14000 940.50 Loop Detector Lead-In-Cable | | | 0400 740B000 939.000 SQFT| 9.00000 8451.00| 8.51000 7990.89| 7.47000 7014.33 Construction Signs | | | 0410 740C000 96.000 SQFT| 9.25000 888.00| 8.81000 845.76| 7.73000 742.08 Special Construction Signs | | | 0420 740E000 255.000 EACH| 11.49000 2929.95| 10.15000 2588.25| 17.74000 4523.70 Cones (36 Inches High) | | | 0430 740M001 255.000 EACH| 6.82000 1739.10| 4.70000 1198.50| 8.99000 2292.45 Ballast For Cone | | | 0440 741C010 1.000 EACH| 1944.44000 1944.44| 1761.59000 1761.59| 1545.00000 1545.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0450 998A000 LUMP| 0.00000 0.00| 62245.00000 62245.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 69,000.00) | | | SECTION TOTALS | $ 1,406,743.61| $ 1,594,666.90| $ 1,867,952.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,406,743.61| $ 1,594,666.90| $ 1,867,952.98 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20060630026 COUNTIES : BUTLER LETTING DATE : 06/30/06 10:00 AM DIVISION : 06 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : EB-STPSA-0263(500) for constructing the Planing, Resurfacing and Traffic Stripe on SR-263 from SR-185 to the Lowndes county line north of Greenville. Length 6.651 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,517,424.12 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,549,262.47 102.0982% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20060630026 COUNTIES : BUTLER LETTING DATE : 06/30/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 206D001 1241.000 LF | 2.00000 2482.00| 2.00000 2482.00| Removing Guardrail | | | 0020 206D002 200.000 LF | 8.75000 1750.00| 1.80000 360.00| Removing Curb | | | 0030 206E008 8.000 EACH| 253.00000 2024.00| 250.00000 2000.00| Removing Guardrail End Anchor (All Type | | | 0040 210D021 500.000 CUYD| 29.75000 14875.00| 14.00000 7000.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0050 405A000 11444.000 GAL | 2.95000 33759.80| 2.25000 25749.00| Tack Coat | | | 0060 408A052 95500.000 SQYD| 1.00000 95500.00| 0.60000 57300.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 408A053 6700.000 SQYD| 1.55000 10385.00| 0.70000 4690.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0080 410C000 1.000 EACH| 3000.00000 3000.00| 300.00000 300.00| Contractor Retained Profilograph | | | 0090 424A361 9950.000 TON | 47.35000 471132.50| 50.00000 497500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424A367 1000.000 TON | 40.00000 40000.00| 50.00000 50000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B650 11050.000 TON | 47.95000 529847.50| 51.00000 563550.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0120 424B654 50.000 TON | 85.00000 4250.00| 120.00000 6000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424B682 100.000 TON | 50.00000 5000.00| 75.00000 7500.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20060630026 COUNTIES : BUTLER LETTING DATE : 06/30/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B691 2760.000 TON | 43.25000 119370.00| 50.00000 138000.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 600A000 LUMP| 25000.00000 25000.00| 31800.00000 31800.00| Mobilization | | | 0160 630A001 1063.000 LF | 15.43000 16402.09| 15.25000 16210.75| Steel Beam Guardrail, Class A, Type 2 | | | 0170 630C050 8.000 EACH| 1795.68000 14365.44| 1775.00000 14200.00| Guardrail End Anchor, Type 20 Series | | | 0180 652A100 7.000 ACRE| 500.50000 3503.50| 500.00000 3500.00| Seeding | | | 0190 656A010 7.000 ACRE| 450.45000 3153.15| 450.00000 3150.00| Mulching | | | 0200 665F000 100.000 EACH| 10.01000 1001.00| 10.00000 1000.00| Hay Bales | | | 0210 665J000 1000.000 LF | 3.30000 3300.00| 3.30000 3300.00| Silt Fence, Type A | | | 0220 665O001 1000.000 LF | 0.20000 200.00| 0.20000 200.00| Silt Fence Removal | | | 0230 666A001 7.000 ACRE| 5.00000 35.00| 5.00000 35.00| Pest Control Treatment | | | 0240 701A028 14.000 MILE| 1795.68000 25139.52| 1775.00000 24850.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0250 701A046 6.000 MILE| 1062.23000 6373.38| 1050.00000 6300.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0260 701A048 5.000 MILE| 2018.24000 10091.20| 1995.00000 9975.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0270 701B009 837.000 LF | 1.26000 1054.62| 1.25000 1046.25| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0280 701C000 18.000 MILE| 687.92000 12382.56| 680.00000 12240.00| Broken Temporary Traffic Stripe | | | 0290 701C001 53.000 MILE| 728.39000 38604.67| 720.00000 38160.00| Solid Temporary Traffic Stripe | | | 0300 701F000 2511.000 LF | 0.25000 627.75| 0.25000 627.75| Dotted Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 026 -4 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20060630026 COUNTIES : BUTLER LETTING DATE : 06/30/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 703A002 979.000 SQFT| 3.54000 3465.66| 3.50000 3426.50| Traffic Control Markings, Class 2, Type | | | A | | | 0320 703B002 113.000 SQFT| 5.06000 571.78| 5.00000 565.00| Traffic Control Legends, Class 2, Type | | | 0330 703D001 2935.000 SQFT| 1.52000 4461.20| 1.50000 4402.50| Temporary Traffic Control Markings | | | 0340 705A032 525.000 EACH| 5.06000 2656.50| 5.00000 2625.00| Pavement Markers, Class A-H, Type 1-B | | | 0350 705A037 380.000 EACH| 5.06000 1922.80| 5.00000 1900.00| Pavement Markers, Class A-H, Type 2-D | | | 0360 705A038 50.000 EACH| 5.06000 253.00| 5.00000 250.00| Pavement Markers, Class A-H, Type 2-E | | | 0370 740B000 598.000 SQFT| 8.25000 4933.50| 8.14000 4867.72| Construction Signs | | | 0380 740D000 50.000 EACH| 35.00000 1750.00| 20.00000 1000.00| Channelizing Drums | | | 0390 740E000 200.000 EACH| 1.00000 200.00| 0.50000 100.00| Cones (36 Inches High) | | | 0400 740M001 200.000 EACH| 0.50000 100.00| 0.50000 100.00| Ballast For Cone | | | 0410 740O000 1.000 EACH| 2500.00000 2500.00| 1000.00000 1000.00| Pilot Car | | | 0420 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 72,500.00) | | | SECTION TOTALS | $ 1,517,424.12| $ 1,549,262.47| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,517,424.12| $ 1,549,262.47| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20060630030 COUNTIES : MADISON LETTING DATE : 06/30/06 10:00 AM DIVISION : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPHV-CN06(902) for constructing the Traffic Signal Improvements at Various Intersections (3) in Huntsville as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19055 SHOALS ELECTRIC COMPANY, INC. $ 342,734.59 100.0000% 2 19060 STONE ELECTRIC COMPANY, INC. $ 399,661.00 116.6095% 3 19083 STONE & SONS ELECTRICAL CONTRACTORS, INC. $ 430,000.00 125.4615% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20060630030 COUNTIES : MADISON LETTING DATE : 06/30/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19055 |( 2 ) 19060 |( 3 ) 19083 |SHOALS ELECTRIC COMPANY, IN |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CONTRAC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 6700.00000 6700.00| 13200.00000 13200.00| 26056.00000 26056.00 Mobilization | | | 0020 730A000 LUMP| 2500.00000 2500.00| 6500.00000 6500.00| 4111.00000 4111.00 Removal Of Existing Traffic Control | | | Unit ( University Drive at Old Monrovia | | | Road) | | | 0030 730A001 LUMP| 700.00000 700.00| 6500.00000 6500.00| 1185.00000 1185.00 Removal Of Existing Traffic Control | | | Unit ( Triana Boulevard at Ninth Avenue)| | | 0040 730A002 LUMP| 700.00000 700.00| 6500.00000 6500.00| 1052.00000 1052.00 Removal Of Existing Traffic Control | | | Unit ( Bailey Cove Road at Willowbrook | | | Drive) | | | 0050 730C000 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 8000.00000 8000.00 Furnishing And Installing Traffic | | | Control Unit ( University Drive at Old | | | Monrovia Road) | | | 0060 730C001 LUMP| 3200.00000 3200.00| 12000.00000 12000.00| 4200.00000 4200.00 Furnishing And Installing Traffic | | | Control Unit ( Triana Boulevard at | | | Ninth Avenue) | | | 0070 730C002 LUMP| 4500.00000 4500.00| 10000.00000 10000.00| 5700.00000 5700.00 Furnishing And Installing Traffic | | | Control Unit ( Bailey Cove Road at | | | Willowbrook Drive) | | | 0080 730E000 12.000 EACH| 2000.00000 24000.00| 1400.00000 16800.00| 3300.00000 39600.00 Metal Traffic Signal Pole Foundation | | | 0090 730F000 3.000 EACH| 5743.38000 17230.14| 3600.00000 10800.00| 3838.00000 11514.00 Metal Traffic Signal Pole With 30 Ft. | | | Mast Arm Assembly | | | 0100 730F001 2.000 EACH| 6012.23000 12024.46| 5400.00000 10800.00| 5815.00000 11630.00 Metal Traffic Signal Pole With 35 Ft. | | | Mast Arm Assembly | | | 0110 730F002 1.000 EACH| 6761.41000 6761.41| 4000.00000 4000.00| 4275.00000 4275.00 Metal Traffic Signal Pole With 40 Ft. | | | Mast Arm Assembly | | | 0120 730F003 4.000 EACH| 2520.25000 10081.00| 12000.00000 48000.00| 12876.00000 51504.00 Metal Traffic Signal Pole With 75 Ft. | | | Mast Arm Assembly | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20060630030 COUNTIES : MADISON LETTING DATE : 06/30/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19055 |( 2 ) 19060 |( 3 ) 19083 |SHOALS ELECTRIC COMPANY, IN |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CONTRAC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 730F004 1.000 EACH| 7211.09000 7211.09| 8400.00000 8400.00| 8546.00000 8546.00 Metal Traffic Signal Pole With 40' & | | | 50' Mast Arm Assemblies | | | 0140 730G001 1.000 EACH| 1735.83000 1735.83| 600.00000 600.00| 538.00000 538.00 Metal Traffic Signal Strain Pole | | | 0150 730K000 18.000 EACH| 550.00000 9900.00| 200.00000 3600.00| 385.00000 6930.00 Traffic Signal Junction Box | | | 0160 730L005 1335.000 LF | 5.70000 7609.50| 5.00000 6675.00| 5.90000 7876.50 2", Non-Metallic, Conduit | | | 0170 730L007 980.000 LF | 7.50000 7350.00| 6.00000 5880.00| 6.85000 6713.00 3", Non-Metallic, Conduit | | | 0180 730N010 5.000 EACH| 900.00000 4500.00| 600.00000 3000.00| 735.00000 3675.00 Luminaire Extension Assembly, 12 Feet | | | 0190 730P022 32.000 EACH| 750.00000 24000.00| 715.00000 22880.00| 899.00000 28768.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0200 730P023 2.000 EACH| 900.00000 1800.00| 1000.00000 2000.00| 1101.00000 2202.00 Vehicular Signal Head, 12 Inch, 4 | | | Section, Type LED | | | 0210 730P024 2.000 EACH| 1200.00000 2400.00| 1400.00000 2800.00| 1677.00000 3354.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0220 730Q011 16.000 EACH| 650.00000 10400.00| 550.00000 8800.00| 814.00000 13024.00 Pedestrian Signal Head, Type LED | | | 0230 730R052 3.000 EACH| 9000.00000 27000.00| 10600.00000 31800.00| 12444.00000 37332.00 Controller Assembly, 170, 8 Phase | | | 0240 730T000 3.000 EACH| 700.00000 2100.00| 850.00000 2550.00| 514.00000 1542.00 Wood Pole | | | 0250 730U005 LUMP| 26500.00000 26500.00| 26500.00000 26500.00| 31843.00000 31843.00 Furnishing And Installing Video | | | Detection System (University Drive at | | | Old Monrovia Road) | | | 0260 730U007 LUMP| 19000.00000 19000.00| 18000.00000 18000.00| 22267.00000 22267.00 Furnishing And Installing Video | | | Detection System (Triana Boulevard at | | | Ninth Avenue) | | | 0270 730U008 LUMP| 26500.00000 26500.00| 26500.00000 26500.00| 31843.00000 31843.00 Furnishing And Installing Video | | | Detection System (Bailey Cove Road at | | | Willowbrook Drive) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 030 -4 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20060630030 COUNTIES : MADISON LETTING DATE : 06/30/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19055 |( 2 ) 19060 |( 3 ) 19083 |SHOALS ELECTRIC COMPANY, IN |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CONTRAC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 740B000 648.000 SQFT| 10.90000 7063.20| 15.00000 9720.00| 12.99000 8417.52 Construction Signs | | | 0290 740E000 80.000 EACH| 17.51000 1400.80| 30.00000 2400.00| 21.00000 1680.00 Cones (36 Inches High) | | | 0300 740M001 80.000 EACH| 10.70000 856.00| 16.00000 1280.00| 14.00000 1120.00 Ballast For Cone | | | 0310 741C010 1.000 EACH| 26.42000 26.42| 5500.00000 5500.00| 3081.00000 3081.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0320 745A000 24.000 HOUR| 31.76000 762.24| 50.00000 1200.00| 42.00000 1008.00 Uniformed Police Officer | | | 0330 756A022 240.000 LF | 30.00000 7200.00| 45.00000 10800.00| 36.00000 8640.00 4" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 0340 756A028 240.000 LF | 45.00000 10800.00| 50.00000 12000.00| 39.00000 9360.00 6" Electrical Conduit, 1 line, Type 5 | | | Installation | | | 0350 756A030 485.000 LF | 68.50000 33222.50| 55.00000 26675.00| 42.00000 20370.00 4" Electrical Conduit, 2 Lines, Type 5 | | | Installation | | | 0360 998A000 LUMP| 10000.00000 10000.00| 1.00000 1.00| 1042.98000 1042.98 Construction Fuel (Maximum Bid Limited | | | To $ 11,100.00) | | | SECTION TOTALS | $ 342,734.59| $ 399,661.00| $ 430,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 342,734.59| $ 399,661.00| $ 430,000.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20060630035 COUNTIES : CHEROKEE LETTING DATE : 06/30/06 10:00 AM DIVISION : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1009(201) for constructing the Resurfacing and Traffic Stripe on CR-22 STPNU-1015(201) from CR-13 in Howells Crossroads to CR-45 and on CR-82 from SR-273 to CR-75 in Hurley. Length 6.8 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 661,011.76 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 716,897.65 108.4546% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20060630035 COUNTIES : CHEROKEE LETTING DATE : 06/30/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( ) |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 2400.000 TON | 24.21000 58104.00| 23.00000 55200.00| Crushed Aggregate, Section 825, Type B, | | | For Misc. Use | | | 0020 401B100 87765.000 SQYD| 0.82000 71967.30| 0.85000 74600.25| Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 2640.000 GAL | 1.99000 5253.60| 0.00000 0.00| Tack Coat | | | 0040 429A200 6230.000 TON | 62.24000 387755.20| 70.00000 436100.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A206 400.000 TON | 80.00000 32000.00| 75.00000 30000.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 600A000 LUMP| 27587.02000 27587.02| 46355.00000 46355.00| Mobilization | | | 0070 630C070 4.000 EACH| 2014.00000 8056.00| 2100.00000 8400.00| Guardrail End Anchor, Type 10 Series | | | 0080 701A031 14.000 MILE| 1445.31000 20234.34| 1350.00000 18900.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 10.000 MILE| 1686.20000 16862.00| 1575.00000 15750.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 4.000 MILE| 963.54000 3854.16| 900.00000 3600.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 8.000 MILE| 770.83000 6166.64| 720.00000 5760.00| Broken Temporary Traffic Stripe | | | 0120 701C001 20.000 MILE| 835.07000 16701.40| 780.00000 15600.00| Solid Temporary Traffic Stripe | | | 0130 703A002 400.000 SQFT| 3.75000 1500.00| 3.50000 1400.00| Traffic Control Markings, Class 2, Type | | | A | | | 0140 705A037 450.000 EACH| 5.89000 2650.50| 5.50000 2475.00| Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20060630035 COUNTIES : CHEROKEE LETTING DATE : 06/30/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( ) |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 740B000 216.000 SQFT| 10.60000 2289.60| 12.65000 2732.40| Construction Signs | | | 0160 740E000 25.000 EACH| 1.20000 30.00| 1.00000 25.00| Cones (36 Inches High) | | | 0170 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 24,500.00) | | | SECTION TOTALS | $ 661,011.76| $ 716,897.65| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 661,011.76| $ 716,897.65| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20060630037 COUNTIES : WINSTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-6702(200) for constructing the Resurfacing and Traffic Stripe on CR-41 from CR-63 to SR-74 (US-278) in Addison. Length 8.353 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 1,132,120.16 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,161,691.44 102.6120% 3 01087 APAC-SOUTHEAST, INC. $ 1,205,909.01 106.5178% 4 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,368,851.23 120.9104% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20060630037 COUNTIES : WINSTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 07002 |( 3 ) 01087 |SHELBY CONTRACTING CO., INC |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B100 112710.000 SQYD| 0.75850 85490.54| 0.87000 98057.70| 0.76000 85659.60 Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 405A000 3381.000 GAL | 1.45000 4902.45| 1.96000 6626.76| 1.50000 5071.50 Tack Coat | | | 0030 424A340 7069.000 TON | 51.34000 362922.46| 51.72000 365608.68| 55.90000 395157.10 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424B643 11271.000 TON | 48.51000 546756.21| 44.30000 499305.30| 52.28000 589247.88 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 600A000 LUMP| 5000.00000 5000.00| 59556.08000 59556.08| 12688.05000 12688.05 Mobilization | | | 0060 630A001 400.000 LF | 24.00000 9600.00| 21.14000 8456.00| 24.00000 9600.00 Steel Beam Guardrail, Class A, Type 2 | | | 0070 630C050 4.000 EACH| 2100.00000 8400.00| 2799.95000 11199.80| 2100.00000 8400.00 Guardrail End Anchor, Type 20 Series | | | 0080 701A031 17.000 MILE| 1250.00000 21250.00| 1435.98000 24411.66| 1363.50000 23179.50 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 15.000 MILE| 1350.00000 20250.00| 1550.85000 23262.75| 1600.85000 24012.75 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 2.000 MILE| 800.00000 1600.00| 919.03000 1838.06| 909.00000 1818.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 1.000 MILE| 750.00000 750.00| 861.58000 861.58| 797.90000 797.90 Broken Temporary Traffic Stripe | | | 0120 701C001 50.000 MILE| 800.00000 40000.00| 919.02000 45951.00| 797.90000 39895.00 Solid Temporary Traffic Stripe | | | 0130 703A002 105.000 SQFT| 3.50000 367.50| 4.59000 481.95| 5.05000 530.25 Traffic Control Markings, Class 2, Type | | | A | | | 0140 703B002 10.000 SQFT| 4.50000 45.00| 5.75000 57.50| 5.05000 50.50 Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20060630037 COUNTIES : WINSTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 07002 |( 3 ) 01087 |SHELBY CONTRACTING CO., INC |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 705A032 100.000 EACH| 6.00000 600.00| 6.89000 689.00| 5.56000 556.00 Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 1000.000 EACH| 6.00000 6000.00| 6.89000 6890.00| 5.56000 5560.00 Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 298.000 SQFT| 5.00000 1490.00| 9.69000 2887.62| 8.48000 2527.04 Construction Signs | | | 0180 740E000 50.000 EACH| 0.00000 0.00| 1.00000 50.00| 8.64000 432.00 Cones (36 Inches High) | | | 0190 740O000 1.000 EACH| 750.00000 750.00| 5500.00000 5500.00| 724.94000 724.94 Pilot Car | | | 0200 998A000 LUMP| 15946.00000 15946.00| 0.00000 0.00| 1.00000 1.00 Construction Fuel (Maximum Bid Limited | | | To $ 51,000.00) | | | SECTION TOTALS | $ 1,132,120.16| $ 1,161,691.44| $ 1,205,909.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,132,120.16| $ 1,161,691.44| $ 1,205,909.01 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20060630037 COUNTIES : WINSTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B100 112710.000 SQYD| 0.86000 96930.60| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 405A000 3381.000 GAL | 1.74000 5882.94| | Tack Coat | | | 0030 424A340 7069.000 TON | 59.90000 423433.10| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424B643 11271.000 TON | 55.53000 625878.63| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 600A000 LUMP| 39623.69000 39623.69| | Mobilization | | | 0060 630A001 400.000 LF | 27.12000 10848.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0070 630C050 4.000 EACH| 2372.83000 9491.32| | Guardrail End Anchor, Type 20 Series | | | 0080 701A031 17.000 MILE| 1541.62000 26207.54| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 15.000 MILE| 1809.97000 27149.55| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 2.000 MILE| 1027.74000 2055.48| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 1.000 MILE| 902.13000 902.13| | Broken Temporary Traffic Stripe | | | 0120 701C001 50.000 MILE| 902.13000 45106.50| | Solid Temporary Traffic Stripe | | | 0130 703A002 105.000 SQFT| 5.71000 599.55| | Traffic Control Markings, Class 2, Type | | | A | | | 0140 703B002 10.000 SQFT| 5.71000 57.10| | Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 037 -5 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20060630037 COUNTIES : WINSTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 705A032 100.000 EACH| 6.28000 628.00| | Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 1000.000 EACH| 6.28000 6280.00| | Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 298.000 SQFT| 9.62000 2866.76| | Construction Signs | | | 0180 740E000 50.000 EACH| 8.60000 430.00| | Cones (36 Inches High) | | | 0190 740O000 1.000 EACH| 13401.34000 13401.34| | Pilot Car | | | 0200 998A000 LUMP| 31079.00000 31079.00| | Construction Fuel (Maximum Bid Limited | | | To $ 51,000.00) | | | SECTION TOTALS | $ 1,368,851.23| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,368,851.23| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20060630038 COUNTIES : ELMORE LETTING DATE : 06/30/06 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-7912(600) for constructing the Resurfacing and Traffic Stripe on CR-134 (Old Prattville Highway) from the Autauga County line to SR-14 in Robinson Springs. Length 1.768 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 289,202.35 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 305,798.65 105.7386% 3 01023 ASPHALT CONTRACTORS, INC. $ 329,966.30 114.0953% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060630038 COUNTIES : ELMORE LETTING DATE : 06/30/06 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 405A000 3391.000 GAL | 0.75000 2543.25| 1.65000 5595.15| 1.25000 4238.75 Tack Coat | | | 0020 429A216 995.000 TON | 54.75000 54476.25| 54.75000 54476.25| 56.20000 55919.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0030 429A218 679.000 TON | 40.00000 27160.00| 11.20000 7604.80| 55.20000 37480.80 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0040 429B220 2487.000 TON | 47.25000 117510.75| 50.35000 125220.45| 51.25000 127458.75 Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0050 429B225 100.000 TON | 65.00000 6500.00| 38.65000 3865.00| 60.00000 6000.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429B232 340.000 TON | 51.25000 17425.00| 60.00000 20400.00| 62.00000 21080.00 Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0070 430B043 694.000 TON | 39.75000 27586.50| 24.00000 16656.00| 30.50000 21167.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0080 600A000 LUMP| 10000.00000 10000.00| 43825.00000 43825.00| 30800.00000 30800.00 Mobilization | | | 0090 701A031 4.000 MILE| 1292.79000 5171.16| 1275.00000 5100.00| 1275.00000 5100.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 3.000 MILE| 1571.62000 4714.86| 1550.00000 4650.00| 1550.00000 4650.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 2.000 MILE| 912.56000 1825.12| 900.00000 1800.00| 900.00000 1800.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C000 4.000 MILE| 689.49000 2757.96| 680.00000 2720.00| 680.00000 2720.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060630038 COUNTIES : ELMORE LETTING DATE : 06/30/06 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C001 6.000 MILE| 730.05000 4380.30| 720.00000 4320.00| 720.00000 4320.00 Solid Temporary Traffic Stripe | | | 0140 703A002 180.000 SQFT| 5.07000 912.60| 5.00000 900.00| 5.00000 900.00 Traffic Control Markings, Class 2, Type | | | A | | | 0150 705A032 52.000 EACH| 5.58000 290.16| 5.50000 286.00| 5.50000 286.00 Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 176.000 EACH| 5.58000 982.08| 5.50000 968.00| 5.50000 968.00 Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 268.000 SQFT| 8.27000 2216.36| 9.00000 2412.00| 8.50000 2278.00 Construction Signs | | | 0180 740O000 1.000 EACH| 2750.00000 2750.00| 5000.00000 5000.00| 2800.00000 2800.00 Pilot Car | | | 0190 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ $13,300.00) | | | SECTION TOTALS | $ 289,202.35| $ 305,798.65| $ 329,966.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 289,202.35| $ 305,798.65| $ 329,966.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20060630041 COUNTIES : CLARKE LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1300(207) for constructing the Bridge Replacement and Approaches on CR-2 at Sizemore Creek southeast of Jackson. Length 0.140 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 617,182.75 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 717,662.95 116.2805% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 721,922.00 116.9705% 4 13099 MCINNIS, LLC $ 836,931.50 135.6051% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20060630041 COUNTIES : CLARKE LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13021 |( 3 ) 01007 |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 28000.00000 28000.00| 60000.00000 60000.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 374+00.0 | | | 0020 210A000 400.000 CUYD| 12.00000 4800.00| 9.00000 3600.00| 10.00000 4000.00 Unclassified Excavation | | | 0030 405A000 175.000 GAL | 3.75000 656.25| 3.50000 612.50| 4.00000 700.00 Tack Coat | | | 0040 429A200 80.000 TON | 92.00000 7360.00| 86.00000 6880.00| 115.00000 9200.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A206 50.000 TON | 103.00000 5150.00| 96.00000 4800.00| 115.00000 5750.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429B200 143.000 TON | 90.00000 12870.00| 84.00000 12012.00| 105.00000 15015.00 Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0070 429C200 500.000 TON | 90.00000 45000.00| 84.00000 42000.00| 85.00000 42500.00 Improved Bituminous Concrete Base Layer | | | 1" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0080 429C204 25.000 TON | 295.00000 7375.00| 275.00000 6875.00| 275.00000 6875.00 Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0090 429C208 50.000 TON | 165.00000 8250.00| 155.00000 7750.00| 155.00000 7750.00 Improved Bituminous Concrete Base Layer | | | Leveling, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0100 429C210 25.000 TON | 92.50000 2312.50| 86.00000 2150.00| 150.00000 3750.00 Improved Bituminous Concrete Base Layer | | | Widening, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0110 450B000 32.000 SQYD| 300.00000 9600.00| 200.00000 6400.00| 65.00000 2080.00 Reinforced Cement Concrete Bridge End | | | Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20060630041 COUNTIES : CLARKE LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13021 |( 3 ) 01007 |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 502A000 10500.000 LB | 1.00000 10500.00| 1.25000 13125.00| 0.65000 6825.00 Steel Reinforcement | | | 0130 502B000 LUMP| 35000.00000 35000.00| 47375.00000 47375.00| 25000.00000 25000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 373+60, | | | (Approximately 37,900 Lbs) | | | 0140 505A030 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0150 505A036 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0160 505B100 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 10x42) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0170 505B106 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 14x73) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0180 505M000 1030.000 LF | 31.00000 31930.00| 17.50000 18025.00| 27.00000 27810.00 Steel Piling Furnished And Driven (HP | | | 10x42) | | | 0190 505M004 710.000 LF | 39.00000 27690.00| 41.76000 29649.60| 42.00000 29820.00 Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0200 508A000 5290.000 LB | 2.25000 11902.50| 4.00000 21160.00| 5.00000 26450.00 Structural Steel | | | 0210 510A000 89.000 CUYD| 400.00000 35600.00| 600.00000 53400.00| 600.00000 53400.00 Bridge Substructure Concrete, Class A | | | 0220 510C051 LUMP| 90000.00000 90000.00| 90600.00000 90600.00| 140000.00000 140000.00 Bridge Concrete Superstructure, Sta. | | | 373+60 (Approximately 151 Cu Yds) | | | 0230 510E000 422.000 SQYD| 8.50000 3587.00| 7.59000 3202.98| 10.00000 4220.00 Grooving Concrete Bridge Decks | | | 0240 511A070 32.000 EACH| 50.00000 1600.00| 230.00000 7360.00| 700.00000 22400.00 Elastomeric Bearings, Type 4 (Mark VB1) | | | 0250 513B003 620.000 LF | 108.00000 66960.00| 116.00000 71920.00| 120.00000 74400.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 041 -4 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20060630041 COUNTIES : CLARKE LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13021 |( 3 ) 01007 |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 600A000 LUMP| 60000.00000 60000.00| 92577.87000 92577.87| 63000.00000 63000.00 Mobilization | | | 0270 610C001 1500.000 TON | 38.00000 57000.00| 37.33000 55995.00| 40.00000 60000.00 Loose Riprap, Class 2 | | | 0280 610D000 1500.000 SQYD| 3.00000 4500.00| 2.50000 3750.00| 2.50000 3750.00 Filter Blanket | | | 0290 630C003 4.000 EACH| 1500.00000 6000.00| 1350.00000 5400.00| 1400.00000 5600.00 Guardrail End Anchor, Type 13 | | | 0300 630C070 4.000 EACH| 2000.00000 8000.00| 1750.00000 7000.00| 2000.00000 8000.00 Guardrail End Anchor, Type 10 Series | | | 0310 650A000 50.000 CUYD| 10.40000 520.00| 15.00000 750.00| 50.00000 2500.00 Topsoil | | | 0320 650B000 220.000 CUYD| 10.40000 2288.00| 10.00000 2200.00| 10.00000 2200.00 Topsoil From Stockpiles | | | 0330 652A100 1.000 ACRE| 800.00000 800.00| 800.00000 800.00| 1000.00000 1000.00 Seeding | | | 0340 656A010 1.000 ACRE| 800.00000 800.00| 900.00000 900.00| 1000.00000 1000.00 Mulching | | | 0350 665A000 1.000 ACRE| 800.00000 800.00| 800.00000 800.00| 750.00000 750.00 Temporary Seeding | | | 0360 665B000 1.000 ACRE| 800.00000 800.00| 900.00000 900.00| 750.00000 750.00 Temporary Mulching | | | 0370 665E000 100.000 SQYD| 1.00000 100.00| 3.00000 300.00| 5.00000 500.00 Polyethylene | | | 0380 665F000 50.000 EACH| 22.00000 1100.00| 9.00000 450.00| 10.00000 500.00 Hay Bales | | | 0390 665G000 25.000 EACH| 2.00000 50.00| 2.50000 62.50| 5.00000 125.00 Sand Bags | | | 0400 665J000 210.000 LF | 5.00000 1050.00| 5.25000 1102.50| 10.00000 2100.00 Silt Fence, Type A | | | 0410 665O001 210.000 LF | 1.00000 210.00| 1.50000 315.00| 5.00000 1050.00 Silt Fence Removal | | | 0420 680A000 LUMP| 6500.00000 6500.00| 16255.00000 16255.00| 16600.00000 16600.00 Engineering Controls | | | 0430 701A012 1.000 MILE| 100.00000 100.00| 1000.00000 1000.00| 1000.00000 1000.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0440 740B000 141.000 SQFT| 11.50000 1621.50| 8.00000 1128.00| 12.00000 1692.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 041 -5 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20060630041 COUNTIES : CLARKE LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13021 |( 3 ) 01007 |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 740F002 8.000 EACH| 300.00000 2400.00| 190.00000 1520.00| 275.00000 2200.00 Barricades, Type III | | | 0460 740I005 4.000 EACH| 350.00000 1400.00| 290.00000 1160.00| 415.00000 1660.00 Warning Lights, Type B (Detachable Head | | | 0470 998A000 LUMP| 7000.00000 7000.00| 6400.00000 6400.00| 5000.00000 5000.00 Construction Fuel (Maximum Bid Limited | | | To $ 29,000.00) | | | SECTION TOTALS | $ 617,182.75| $ 717,662.95| $ 721,922.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 617,182.75| $ 717,662.95| $ 721,922.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 041 -6 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20060630041 COUNTIES : CLARKE LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 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 206A000 LUMP| 35000.00000 35000.00| | Removal Of Old Bridge, Station 374+00.0 | | | 0020 210A000 400.000 CUYD| 6.00000 2400.00| | Unclassified Excavation | | | 0030 405A000 175.000 GAL | 4.40000 770.00| | Tack Coat | | | 0040 429A200 80.000 TON | 126.50000 10120.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A206 50.000 TON | 126.50000 6325.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429B200 143.000 TON | 115.50000 16516.50| | Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0070 429C200 500.000 TON | 122.10000 61050.00| | Improved Bituminous Concrete Base Layer | | | 1" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0080 429C204 25.000 TON | 195.00000 4875.00| | Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0090 429C208 50.000 TON | 140.00000 7000.00| | Improved Bituminous Concrete Base Layer | | | Leveling, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0100 429C210 25.000 TON | 168.00000 4200.00| | Improved Bituminous Concrete Base Layer | | | Widening, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0110 450B000 32.000 SQYD| 100.00000 3200.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 041 -7 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20060630041 COUNTIES : CLARKE LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 502A000 10500.000 LB | 1.50000 15750.00| | Steel Reinforcement | | | 0130 502B000 LUMP| 60000.00000 60000.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta. 373+60, | | | (Approximately 37,900 Lbs) | | | 0140 505A030 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0150 505A036 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0160 505B100 1.000 EACH| 500.00000 500.00| | Static Loading Tests (HP 10x42) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0170 505B106 1.000 EACH| 500.00000 500.00| | Static Loading Tests (HP 14x73) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0180 505M000 1030.000 LF | 30.00000 30900.00| | Steel Piling Furnished And Driven (HP | | | 10x42) | | | 0190 505M004 710.000 LF | 50.00000 35500.00| | Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0200 508A000 5290.000 LB | 6.00000 31740.00| | Structural Steel | | | 0210 510A000 89.000 CUYD| 600.00000 53400.00| | Bridge Substructure Concrete, Class A | | | 0220 510C051 LUMP| 85000.00000 85000.00| | Bridge Concrete Superstructure, Sta. | | | 373+60 (Approximately 151 Cu Yds) | | | 0230 510E000 422.000 SQYD| 10.00000 4220.00| | Grooving Concrete Bridge Decks | | | 0240 511A070 32.000 EACH| 100.00000 3200.00| | Elastomeric Bearings, Type 4 (Mark VB1) | | | 0250 513B003 620.000 LF | 75.00000 46500.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 041 -8 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20060630041 COUNTIES : CLARKE LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 600A000 LUMP| 204000.00000 204000.00| | Mobilization | | | 0270 610C001 1500.000 TON | 35.00000 52500.00| | Loose Riprap, Class 2 | | | 0280 610D000 1500.000 SQYD| 5.00000 7500.00| | Filter Blanket | | | 0290 630C003 4.000 EACH| 1600.00000 6400.00| | Guardrail End Anchor, Type 13 | | | 0300 630C070 4.000 EACH| 2200.00000 8800.00| | Guardrail End Anchor, Type 10 Series | | | 0310 650A000 50.000 CUYD| 25.00000 1250.00| | Topsoil | | | 0320 650B000 220.000 CUYD| 25.00000 5500.00| | Topsoil From Stockpiles | | | 0330 652A100 1.000 ACRE| 1000.00000 1000.00| | Seeding | | | 0340 656A010 1.000 ACRE| 1000.00000 1000.00| | Mulching | | | 0350 665A000 1.000 ACRE| 1000.00000 1000.00| | Temporary Seeding | | | 0360 665B000 1.000 ACRE| 1000.00000 1000.00| | Temporary Mulching | | | 0370 665E000 100.000 SQYD| 4.00000 400.00| | Polyethylene | | | 0380 665F000 50.000 EACH| 10.00000 500.00| | Hay Bales | | | 0390 665G000 25.000 EACH| 10.00000 250.00| | Sand Bags | | | 0400 665J000 210.000 LF | 10.00000 2100.00| | Silt Fence, Type A | | | 0410 665O001 210.000 LF | 5.00000 1050.00| | Silt Fence Removal | | | 0420 680A000 LUMP| 6500.00000 6500.00| | Engineering Controls | | | 0430 701A012 1.000 MILE| 1000.00000 1000.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0440 740B000 141.000 SQFT| 15.00000 2115.00| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 041 -9 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20060630041 COUNTIES : CLARKE LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 740F002 8.000 EACH| 300.00000 2400.00| | Barricades, Type III | | | 0460 740I005 4.000 EACH| 500.00000 2000.00| | Warning Lights, Type B (Detachable Head | | | 0470 998A000 LUMP| 6000.00000 6000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 29,000.00) | | | SECTION TOTALS | $ 836,931.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 836,931.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20060630042 COUNTIES : HALE LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-BRZ-3300(209) for constructing the Bridge Replacement (Precast) on CR-21 at Elliots Creek in Moundville. Length 0.020 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16003 PHILLIPS CONTRACTING CO., INC. $ 399,030.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20060630042 COUNTIES : HALE LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( ) |( ) |PHILLIPS CONTRACTING CO., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 4000.00000 4000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4,000.00 Per | | | Acre)(Approximately 1 Acre) | | | 0020 206A000 LUMP| 10000.00000 10000.00| | Removal Of Old Bridge, Station 6+52.00 | | | 0030 210A000 274.000 CUYD| 20.00000 5480.00| | Unclassified Excavation | | | 0040 502A000 64.000 LB | 10.00000 640.00| | Steel Reinforcement | | | 0050 505M002 1840.000 LF | 44.00000 80960.00| | Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0060 507A000 2.000 EACH| 3250.00000 6500.00| | Wire Rope Abutment Anchor Assembly | | | 0070 510A000 12.000 CUYD| 1500.00000 18000.00| | Bridge Substructure Concrete, Class A | | | 0080 511A000 44.000 EACH| 112.00000 4928.00| | Elastomeric Bearings, Type 1 | | | 0090 512A014 2.000 EACH| 3740.00000 7480.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 2.000 EACH| 4160.00000 8320.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 31'-6" Long | | | 0110 512C004 18.000 EACH| 3600.00000 64800.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 6.000 EACH| 3600.00000 21600.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512D002 4.000 EACH| 4250.00000 17000.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0140 512D005 2.000 EACH| 4320.00000 8640.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20060630042 COUNTIES : HALE LETTING DATE : 06/30/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( ) |( ) |PHILLIPS CONTRACTING CO., I | | 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| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0160 512E001 8.000 EACH| 580.00000 4640.00| | Precast Concrete Abutment Panels, Type | | | A2 | | | 0170 512F000 4.000 EACH| 640.00000 2560.00| | Precast Concrete Wing Panels, Type W1 | | | 0180 512F001 4.000 EACH| 790.00000 3160.00| | Precast Concrete Wing Panels, Type W2 | | | 0190 512G000 4.000 EACH| 700.00000 2800.00| | Precast Concrete Abutment Wing Cap | | | Panels | | | 0200 600A000 LUMP| 23000.00000 23000.00| | Mobilization | | | 0210 610C001 1305.000 TON | 38.00000 49590.00| | Loose Riprap, Class 2 | | | 0220 610D003 1030.000 SQYD| 2.00000 2060.00| | Filter Blanket, Geotextile | | | 0230 630C003 4.000 EACH| 1400.00000 5600.00| | Guardrail End Anchor, Type 13 | | | 0240 630C050 4.000 EACH| 2100.00000 8400.00| | Guardrail End Anchor, Type 20 Series | | | 0250 665F000 50.000 EACH| 10.00000 500.00| | Hay Bales | | | 0260 665I000 99.000 TON | 38.00000 3762.00| | Temporary Riprap, Class 2 | | | 0270 665J000 550.000 LF | 8.00000 4400.00| | Silt Fence, Type A | | | 0280 680A000 LUMP| 12000.00000 12000.00| | Engineering Controls | | | 0290 740B000 141.000 SQFT| 10.00000 1410.00| | Construction Signs | | | 0300 740F002 8.000 EACH| 300.00000 2400.00| | Barricades, Type III | | | 0310 740I005 4.000 EACH| 200.00000 800.00| | Warning Lights, Type B (Detachable Head | | | 0320 998A000 LUMP| 9600.00000 9600.00| | Construction Fuel (Maximum Bid Limited | | | To $ 9,600.00) | | | SECTION TOTALS | $ 399,030.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 399,030.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20060630045 COUNTIES : TALLADEGA LETTING DATE : 06/30/06 10:00 AM DIVISION : 04 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-BRZ-6100(203) for constructing the Bridge Replacement and Approaches on CR-45 (Reynolds Mill Road) at Talladega Creek northwest of Winterboro. Length 0.218 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 906,876.76 100.0000% 2 14008 NEWELL & BUSH, INC. $ 1,032,473.00 113.8493% 3 19121 BOB SMITH CONSTRUCTION, INC. $ 1,098,570.00 121.1377% 4 13099 MCINNIS, LLC $ 1,279,728.10 141.1138% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060630045 COUNTIES : TALLADEGA LETTING DATE : 06/30/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 14008 |( 3 ) 19121 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |BOB SMITH CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 8000.00000 8000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre) | | | (Approx. 2 Acres) | | | 0020 206A000 LUMP| 35000.00000 35000.00| 30000.00000 30000.00| 40000.00000 40000.00 Removal Of Old Bridge, Station 4+85.38 | | | 0030 206D011 562.000 LF | 4.00000 2248.00| 5.00000 2810.00| 7.00000 3934.00 Removing Fence | | | 0040 210A000 112.000 CUYD| 30.00000 3360.00| 13.00000 1456.00| 20.00000 2240.00 Unclassified Excavation | | | 0050 210D000 9199.000 CUYD| 10.00000 91990.00| 8.00000 73592.00| 7.00000 64393.00 Borrow Excavation | | | 0060 214A000 30.000 CUYD| 20.00000 600.00| 15.00000 450.00| 50.00000 1500.00 Structure Excavation | | | 0070 214B001 15.000 CUYD| 20.00000 300.00| 20.00000 300.00| 75.00000 1125.00 Foundation Backfill, Commercial | | | 0080 230A000 10.000 RBST| 700.00000 7000.00| 750.00000 7500.00| 1350.00000 13500.00 Roadbed Processing | | | 0090 301A012 2347.000 SQYD| 8.50000 19949.50| 5.50000 12908.50| 10.00000 23470.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 2240.000 SQYD| 0.69000 1545.60| 2.25000 5040.00| 0.85000 1904.00 Bituminous Treatment A | | | 0110 405A000 130.000 GAL | 2.07000 269.10| 3.50000 455.00| 4.00000 520.00 Tack Coat | | | 0120 429A200 134.000 TON | 97.00000 12998.00| 106.00000 14204.00| 125.00000 16750.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 280.000 TON | 66.00000 18480.00| 96.00000 26880.00| 95.00000 26600.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 429C200 280.000 TON | 66.00000 18480.00| 96.00000 26880.00| 95.00000 26600.00 Improved Bituminous Concrete Base Layer | | | 1" Maximum Aggregate Size Mix, ESAL | | | Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060630045 COUNTIES : TALLADEGA LETTING DATE : 06/30/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 14008 |( 3 ) 19121 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |BOB SMITH CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 502A000 9100.000 LB | 0.65000 5915.00| 1.00000 9100.00| 0.80000 7280.00 Steel Reinforcement | | | 0160 502B000 LUMP| 30420.00000 30420.00| 47000.00000 47000.00| 42500.00000 42500.00 Steel Reinforcement For Bridge | | | Superstructure, Sta 4+60.00 Approx. 46,| | | 800 Pounds | | | 0170 505G003 20.000 EACH| 150.00000 3000.00| 250.00000 5000.00| 100.00000 2000.00 Pile Points (Type A, 12") | | | 0180 505G004 16.000 EACH| 150.00000 2400.00| 250.00000 4000.00| 125.00000 2000.00 Pile Points (Type A, 14") | | | 0190 505H000 192.000 LF | 100.00000 19200.00| 900.00000 172800.00| 775.00000 148800.00 Pilot Holes | | | 0200 505M002 400.000 LF | 35.00000 14000.00| 32.00000 12800.00| 80.00000 32000.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0210 505M004 560.000 LF | 45.00000 25200.00| 40.00000 22400.00| 95.00000 53200.00 Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0220 508A000 10300.000 LB | 2.00000 20600.00| 2.00000 20600.00| 3.00000 30900.00 Structural Steel | | | 0230 510A000 86.000 CUYD| 500.00000 43000.00| 450.00000 38700.00| 400.00000 34400.00 Bridge Substructure Concrete, Class A | | | 0240 510C051 LUMP| 160000.00000 160000.00| 115000.00000 115000.00| 85000.00000 85000.00 Bridge Concrete Superstructure, Sta | | | 4+60.00, Approx. 188 Cubic Yards | | | 0250 510E000 534.000 SQYD| 6.00000 3204.00| 6.75000 3604.50| 8.00000 4272.00 Grooving Concrete Bridge Decks | | | 0260 511A050 40.000 EACH| 300.00000 12000.00| 88.00000 3520.00| 75.00000 3000.00 Elastomeric Bearings, Type 2 (Mark B1) | | | 0270 513B003 787.000 LF | 100.00000 78700.00| 98.00000 77126.00| 110.00000 86570.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0280 530A003 48.000 LF | 50.00000 2400.00| 125.00000 6000.00| 60.00000 2880.00 30" Roadway Pipe (Class 3 R.C.) | | | 0290 530A928 50.000 LF | 50.00000 2500.00| 98.00000 4900.00| 60.00000 3000.00 30" Roadway Pipe (14 Gauge C.C.M.) | | | (Extension) | | | 0300 535A080 36.000 LF | 30.00000 1080.00| 65.00000 2340.00| 55.00000 1980.00 18" Side Drain Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 045 -4 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060630045 COUNTIES : TALLADEGA LETTING DATE : 06/30/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 14008 |( 3 ) 19121 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |BOB SMITH CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 600A000 LUMP| 92250.56000 92250.56| 98000.00000 98000.00| 125000.00000 125000.00 Mobilization | | | 0320 610C001 2458.000 TON | 30.00000 73740.00| 26.50000 65137.00| 25.00000 61450.00 Loose Riprap, Class 2 | | | 0330 610D000 2204.000 SQYD| 2.50000 5510.00| 3.00000 6612.00| 2.50000 5510.00 Filter Blanket | | | 0340 619A004 4.000 EACH| 1000.00000 4000.00| 2400.00000 9600.00| 1000.00000 4000.00 30" Roadway Pipe End Treatment, Class 1 | | | 0350 619A101 2.000 EACH| 750.00000 1500.00| 2000.00000 4000.00| 1000.00000 2000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0360 630C003 4.000 EACH| 1800.00000 7200.00| 1500.00000 6000.00| 2250.00000 9000.00 Guardrail End Anchor, Type 13 | | | 0370 630C050 4.000 EACH| 2400.00000 9600.00| 2100.00000 8400.00| 3000.00000 12000.00 Guardrail End Anchor, Type 20 Series | | | 0380 636A004 1090.000 LF | 10.50000 11445.00| 11.00000 11990.00| 12.00000 13080.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High (Metal Post) | | | 0390 650A000 540.000 CUYD| 12.00000 6480.00| 16.00000 8640.00| 10.00000 5400.00 Topsoil | | | 0400 652A100 2.000 ACRE| 1000.00000 2000.00| 1200.00000 2400.00| 1500.00000 3000.00 Seeding | | | 0410 656A010 2.000 ACRE| 1000.00000 2000.00| 1200.00000 2400.00| 1500.00000 3000.00 Mulching | | | 0420 665F000 238.000 EACH| 5.00000 1190.00| 15.00000 3570.00| 8.00000 1904.00 Hay Bales | | | 0430 665J000 2372.000 LF | 5.50000 13046.00| 6.00000 14232.00| 3.00000 7116.00 Silt Fence, Type A | | | 0440 665O001 2372.000 LF | 1.00000 2372.00| 1.00000 2372.00| 1.00000 2372.00 Silt Fence Removal | | | 0450 680A000 LUMP| 24000.00000 24000.00| 10000.00000 10000.00| 25000.00000 25000.00 Engineering Controls | | | 0460 701A004 1.000 MILE| 650.00000 650.00| 725.00000 725.00| 2000.00000 2000.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0470 701A012 1.000 MILE| 650.00000 650.00| 725.00000 725.00| 2000.00000 2000.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0480 740B000 142.000 SQFT| 12.00000 1704.00| 12.00000 1704.00| 10.00000 1420.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 045 -5 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060630045 COUNTIES : TALLADEGA LETTING DATE : 06/30/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 14008 |( 3 ) 19121 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |BOB SMITH CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 740F002 8.000 EACH| 250.00000 2000.00| 300.00000 2400.00| 250.00000 2000.00 Barricades, Type III | | | 0500 740I005 4.000 EACH| 425.00000 1700.00| 300.00000 1200.00| 500.00000 2000.00 Warning Lights, Type B (Detachable Head | | | 0510 998A000 LUMP| 0.00000 0.00| 17000.00000 17000.00| 39000.00000 39000.00 Construction Fuel (Maximum Bid Limited | | | To $ $39000) | | | SECTION TOTALS | $ 906,876.76| $ 1,032,473.00| $ 1,098,570.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 906,876.76| $ 1,032,473.00| $ 1,098,570.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 045 -6 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060630045 COUNTIES : TALLADEGA LETTING DATE : 06/30/06 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 201A002 LUMP| 4000.00000 4000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre) | | | (Approx. 2 Acres) | | | 0020 206A000 LUMP| 40000.00000 40000.00| | Removal Of Old Bridge, Station 4+85.38 | | | 0030 206D011 562.000 LF | 1.00000 562.00| | Removing Fence | | | 0040 210A000 112.000 CUYD| 10.00000 1120.00| | Unclassified Excavation | | | 0050 210D000 9199.000 CUYD| 15.00000 137985.00| | Borrow Excavation | | | 0060 214A000 30.000 CUYD| 15.00000 450.00| | Structure Excavation | | | 0070 214B001 15.000 CUYD| 40.00000 600.00| | Foundation Backfill, Commercial | | | 0080 230A000 10.000 RBST| 770.00000 7700.00| | Roadbed Processing | | | 0090 301A012 2347.000 SQYD| 9.30000 21827.10| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 2240.000 SQYD| 2.20000 4928.00| | Bituminous Treatment A | | | 0110 405A000 130.000 GAL | 3.30000 429.00| | Tack Coat | | | 0120 429A200 134.000 TON | 110.00000 14740.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 280.000 TON | 99.00000 27720.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 429C200 280.000 TON | 99.00000 27720.00| | Improved Bituminous Concrete Base Layer | | | 1" Maximum Aggregate Size Mix, ESAL | | | Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 045 -7 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060630045 COUNTIES : TALLADEGA LETTING DATE : 06/30/06 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 502A000 9100.000 LB | 1.50000 13650.00| | Steel Reinforcement | | | 0160 502B000 LUMP| 66000.00000 66000.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta 4+60.00 Approx. 46,| | | 800 Pounds | | | 0170 505G003 20.000 EACH| 200.00000 4000.00| | Pile Points (Type A, 12") | | | 0180 505G004 16.000 EACH| 350.00000 5600.00| | Pile Points (Type A, 14") | | | 0190 505H000 192.000 LF | 750.00000 144000.00| | Pilot Holes | | | 0200 505M002 400.000 LF | 35.00000 14000.00| | Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0210 505M004 560.000 LF | 45.00000 25200.00| | Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0220 508A000 10300.000 LB | 6.00000 61800.00| | Structural Steel | | | 0230 510A000 86.000 CUYD| 700.00000 60200.00| | Bridge Substructure Concrete, Class A | | | 0240 510C051 LUMP| 120000.00000 120000.00| | Bridge Concrete Superstructure, Sta | | | 4+60.00, Approx. 188 Cubic Yards | | | 0250 510E000 534.000 SQYD| 6.00000 3204.00| | Grooving Concrete Bridge Decks | | | 0260 511A050 40.000 EACH| 100.00000 4000.00| | Elastomeric Bearings, Type 2 (Mark B1) | | | 0270 513B003 787.000 LF | 78.00000 61386.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0280 530A003 48.000 LF | 50.00000 2400.00| | 30" Roadway Pipe (Class 3 R.C.) | | | 0290 530A928 50.000 LF | 50.00000 2500.00| | 30" Roadway Pipe (14 Gauge C.C.M.) | | | (Extension) | | | 0300 535A080 36.000 LF | 35.00000 1260.00| | 18" Side Drain Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 045 -8 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060630045 COUNTIES : TALLADEGA LETTING DATE : 06/30/06 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 600A000 LUMP| 190500.00000 190500.00| | Mobilization | | | 0320 610C001 2458.000 TON | 30.00000 73740.00| | Loose Riprap, Class 2 | | | 0330 610D000 2204.000 SQYD| 3.00000 6612.00| | Filter Blanket | | | 0340 619A004 4.000 EACH| 2000.00000 8000.00| | 30" Roadway Pipe End Treatment, Class 1 | | | 0350 619A101 2.000 EACH| 1000.00000 2000.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0360 630C003 4.000 EACH| 2000.00000 8000.00| | Guardrail End Anchor, Type 13 | | | 0370 630C050 4.000 EACH| 2800.00000 11200.00| | Guardrail End Anchor, Type 20 Series | | | 0380 636A004 1090.000 LF | 12.00000 13080.00| | Barbed Wire Fence, 4 Strands, 4 Feet | | | High (Metal Post) | | | 0390 650A000 540.000 CUYD| 25.00000 13500.00| | Topsoil | | | 0400 652A100 2.000 ACRE| 2000.00000 4000.00| | Seeding | | | 0410 656A010 2.000 ACRE| 2000.00000 4000.00| | Mulching | | | 0420 665F000 238.000 EACH| 10.00000 2380.00| | Hay Bales | | | 0430 665J000 2372.000 LF | 5.00000 11860.00| | Silt Fence, Type A | | | 0440 665O001 2372.000 LF | 2.00000 4744.00| | Silt Fence Removal | | | 0450 680A000 LUMP| 37000.00000 37000.00| | Engineering Controls | | | 0460 701A004 1.000 MILE| 1800.00000 1800.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0470 701A012 1.000 MILE| 1800.00000 1800.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0480 740B000 142.000 SQFT| 15.00000 2130.00| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 045 -9 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060630045 COUNTIES : TALLADEGA LETTING DATE : 06/30/06 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 740F002 8.000 EACH| 350.00000 2800.00| | Barricades, Type III | | | 0500 740I005 4.000 EACH| 400.00000 1600.00| | Warning Lights, Type B (Detachable Head | | | 0510 998A000 LUMP| 1.00000 1.00| | Construction Fuel (Maximum Bid Limited | | | To $ $39000) | | | SECTION TOTALS | $ 1,279,728.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,279,728.10| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20060630049 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-049-217-006 for constructing the Intersection Improvements (Grade, Drainage and Pavement) on SR-217 at Coleman Dairy Road north of Semmes. Length 0.104 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 226,749.87 100.0000% 2 01073 ASPHALT SUPPLY, LLC $ 246,316.11 108.6290% 3 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 265,050.66 116.8912% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060630049 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 01073 |( 3 ) 23056 |HOSEA O. WEAVER & SONS, INC |ASPHALT SUPPLY, LLC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D000 95.000 LF | 10.84000 1029.80| 55.00000 5225.00| 21.43000 2035.85 Removing Pipe | | | 0020 206E000 9.000 EACH| 135.62000 1220.58| 300.00000 2700.00| 226.15000 2035.35 Removing Headwalls | | | 0030 206E002 1.000 EACH| 541.99000 541.99| 450.00000 450.00| 1160.80000 1160.80 Removing Junction Boxes | | | 0040 210A000 633.000 CUYD| 11.75000 7437.75| 18.50000 11710.50| 53.04000 33574.32 Unclassified Excavation | | | 0050 210D022 593.000 CUYD| 20.10000 11919.30| 15.50000 9191.50| 28.70000 17019.10 Borrow Excavation (Loose Truckbed | | | Measurement) (A-2-4(0) Or A-4(0) | | | 0060 214A000 21.000 CUYD| 31.23000 655.83| 45.00000 945.00| 52.92000 1111.32 Structure Excavation | | | 0070 214B000 9.000 CUYD| 67.78000 610.02| 55.00000 495.00| 53.59000 482.31 Foundation Backfill, Local | | | 0080 230A000 7.000 RBST| 432.48000 3027.36| 305.00000 2135.00| 1027.25000 7190.75 Roadbed Processing | | | 0090 301A012 769.000 SQYD| 16.47000 12665.43| 18.85000 14495.65| 26.75000 20570.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 769.000 SQYD| 1.87000 1438.03| 3.50000 2691.50| 2.93000 2253.17 Bituminous Treatment A | | | 0110 405A000 73.000 GAL | 3.88000 283.24| 8.00000 584.00| 13.00000 949.00 Tack Coat | | | 0120 424A361 70.000 TON | 324.25000 22697.50| 155.00000 10850.00| 227.50000 15925.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424B651 88.000 TON | 201.67000 17746.96| 148.00000 13024.00| 195.00000 17160.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0140 424B681 88.000 TON | 201.67000 17746.96| 148.00000 13024.00| 195.00000 17160.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0150 430B040 10.000 TON | 100.49000 1004.90| 85.00000 850.00| 107.78000 1077.80 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060630049 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 01073 |( 3 ) 23056 |HOSEA O. WEAVER & SONS, INC |ASPHALT SUPPLY, LLC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 530B001 32.000 LF | 105.88000 3388.16| 155.00000 4960.00| 82.36000 2635.52 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0170 535A085 96.000 LF | 82.05000 7876.80| 145.00000 13920.00| 86.45000 8299.20 24" Side Drain Pipe (Class 3 R.C.) | | | 0180 535B088 64.000 LF | 63.54000 4066.56| 155.00000 9920.00| 85.13000 5448.32 22" Span, 14" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0190 600A000 LUMP| 56255.23000 56255.23| 55000.00000 55000.00| 16908.00000 16908.00 Mobilization | | | 0200 602A000 6.000 EACH| 370.40000 2222.40| 500.00000 3000.00| 139.14000 834.84 Right Of Way Markers | | | 0210 619A102 6.000 EACH| 1425.00000 8550.00| 1100.00000 6600.00| 995.11000 5970.66 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0220 619B016 1.000 EACH| 1350.00000 1350.00| 1100.00000 1100.00| 1023.64000 1023.64 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0230 619B116 1.000 EACH| 1400.00000 1400.00| 1100.00000 1100.00| 1023.64000 1023.64 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0240 621A000 1.000 EACH| 4100.00000 4100.00| 1800.00000 1800.00| 5245.92000 5245.92 Junction Boxes, Type 1, 1P Or 5 | | | 0250 621A005 1.000 EACH| 4850.00000 4850.00| 1800.00000 1800.00| 5245.92000 5245.92 Junction Boxes, Type 1 | | | 0260 650A000 156.000 CUYD| 28.35000 4422.60| 32.00000 4992.00| 33.92000 5291.52 Topsoil | | | 0270 652A100 1.000 ACRE| 1000.00000 1000.00| 2000.00000 2000.00| 2061.94000 2061.94 Seeding | | | 0280 654A001 39.000 SQYD| 7.00000 273.00| 25.00000 975.00| 9.10000 354.90 Solid Sodding (Bermuda) | | | 0290 656A010 1.000 ACRE| 700.00000 700.00| 2000.00000 2000.00| 2424.70000 2424.70 Mulching | | | 0300 665F000 50.000 EACH| 7.64000 382.00| 15.00000 750.00| 15.79000 789.50 Hay Bales | | | 0310 665Q001 160.000 LF | 16.09000 2574.40| 17.00000 2720.00| 23.81000 3809.60 20 Inch Wattle | | | 0320 666A001 1.000 ACRE| 50.00000 50.00| 800.00000 800.00| 142.75000 142.75 Pest Control Treatment | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 049 -4 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060630049 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 01073 |( 3 ) 23056 |HOSEA O. WEAVER & SONS, INC |ASPHALT SUPPLY, LLC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 680A000 LUMP| 2831.31000 2831.31| 7800.00000 7800.00| 7721.00000 7721.00 Engineering Controls | | | 0340 701B009 410.000 LF | 1.00000 410.00| 1.11000 455.10| 6.50000 2665.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0350 701G050 950.000 LF | 1.00000 950.00| 1.11000 1054.50| 6.50000 6175.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0360 703A002 41.000 SQFT| 5.00000 205.00| 5.56000 227.96| 6.50000 266.50 Traffic Control Markings, Class 2, Type | | | A | | | 0370 703B002 23.000 SQFT| 5.00000 115.00| 5.56000 127.88| 6.50000 149.50 Traffic Control Legends, Class 2, Type | | | 0380 703C001 24.000 SQFT| 5.00000 120.00| 5.56000 133.44| 7.80000 187.20 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0390 705A031 28.000 EACH| 10.00000 280.00| 11.11000 311.08| 13.00000 364.00 Pavement Markers, Class A-H, Type 1-A | | | 0400 740B000 784.000 SQFT| 13.95000 10936.80| 22.00000 17248.00| 22.47000 17616.48 Construction Signs | | | 0410 740D000 50.000 EACH| 83.71000 4185.50| 75.00000 3750.00| 150.87000 7543.50 Channelizing Drums | | | 0420 741C010 1.000 EACH| 3229.46000 3229.46| 6500.00000 6500.00| 8246.39000 8246.39 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0430 998A000 LUMP| 0.00000 0.00| 6900.00000 6900.00| 6900.00000 6900.00 Construction Fuel (Maximum Bid Limited | | | To $ 6,900.00) | | | SECTION TOTALS | $ 226,749.87| $ 246,316.11| $ 265,050.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 226,749.87| $ 246,316.11| $ 265,050.66 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20060630051 COUNTIES : JEFFERSON LETTING DATE : 06/30/06 10:00 AM DIVISION : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-303-374-269-618 for constructing the Planing, Resurfacing and Traffic Stripe on SR-269 from the end of the four-lane to CR-61 (Short Creek Road) in Birmingham. Length 8.663 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,559,574.17 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,612,326.51 103.3825% 3 01087 APAC-SOUTHEAST, INC. $ 1,626,372.59 104.2831% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060630051 COUNTIES : JEFFERSON LETTING DATE : 06/30/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C025 984.000 SQYD| 3.35000 3296.40| 10.00000 9840.00| 19.36000 19050.24 Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 206D001 1688.000 LF | 2.50000 4220.00| 2.85000 4810.80| 2.32000 3916.16 Removing Guardrail | | | 0030 206E008 11.000 EACH| 111.08000 1221.88| 256.17000 2817.87| 103.00000 1133.00 Removing Guardrail End Anchor (All Type | | | 0040 209A000 16.000 EACH| 159.00000 2544.00| 100.00000 1600.00| 245.90000 3934.40 Mailbox Reset, Single | | | 0050 209A001 2.000 EACH| 251.18000 502.36| 200.00000 400.00| 329.96000 659.92 Mailbox Reset, Double | | | 0060 209A002 3.000 EACH| 265.41000 796.23| 250.00000 750.00| 452.56000 1357.68 Mailbox Reset, Multiple | | | 0070 210D001 1100.000 CUYD| 24.94000 27434.00| 25.00000 27500.00| 42.49000 46739.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0080 305B060 500.000 TON | 22.82000 11410.00| 25.00000 12500.00| 31.70000 15850.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone, 1 1/2", | | | 0090 405A000 5601.000 GAL | 1.70000 9521.70| 2.00000 11202.00| 2.04000 11426.04 Tack Coat | | | 0100 407A000 671.000 GAL | 29.63000 19881.73| 30.00000 20130.00| 39.58000 26558.18 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0110 408A052 185427.000 SQYD| 0.72000 133507.44| 0.90000 166884.30| 0.75000 139070.25 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0120 410H000 1.000 EACH| 15195.74000 15195.74| 25000.00000 25000.00| 43178.77000 43178.77 Material Remixing Device | | | 0130 424A361 15400.000 TON | 49.57000 763378.00| 55.71000 857934.00| 53.88000 829752.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A366 500.000 TON | 67.10000 33550.00| 30.00000 15000.00| 87.57000 43785.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060630051 COUNTIES : JEFFERSON LETTING DATE : 06/30/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B685 1500.000 TON | 75.71000 113565.00| 50.00000 75000.00| 104.60000 156900.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 600A000 LUMP| 111966.12000 111966.12| 136281.00000 136281.00| 44414.40000 44414.40 Mobilization | | | 0170 630A033 1688.000 LF | 24.88000 41997.44| 25.62000 43246.56| 23.08000 38959.04 Steel Beam Guardrail, Class A, Type 2 | | | (7'-0" Post) | | | 0180 630C007 1.000 EACH| 2777.05000 2777.05| 2561.66000 2561.66| 2575.00000 2575.00 Guardrail End Anchor, Type 2A | | | 0190 630C050 4.000 EACH| 2665.97000 10663.88| 2533.20000 10132.80| 2472.00000 9888.00 Guardrail End Anchor, Type 20 Series | | | 0200 630C070 6.000 EACH| 2332.72000 13996.32| 2106.26000 12637.56| 2163.00000 12978.00 Guardrail End Anchor, Type 10 Series | | | 0210 650A000 220.000 CUYD| 24.94000 5486.80| 15.00000 3300.00| 47.43000 10434.60 Topsoil | | | 0220 652A100 1.000 ACRE| 907.39000 907.39| 1000.00000 1000.00| 1030.00000 1030.00 Seeding | | | 0230 656A010 1.000 ACRE| 907.39000 907.39| 1000.00000 1000.00| 1030.00000 1030.00 Mulching | | | 0240 665F000 50.000 EACH| 3.53000 176.50| 1.00000 50.00| 12.63000 631.50 Hay Bales | | | 0250 665J000 150.000 LF | 2.24000 336.00| 3.50000 525.00| 19.27000 2890.50 Silt Fence, Type A | | | 0260 665O001 150.000 LF | 1.07000 160.50| 1.00000 150.00| 11.95000 1792.50 Silt Fence Removal | | | 0270 666A001 1.000 ACRE| 224.10000 224.10| 60.00000 60.00| 103.00000 103.00 Pest Control Treatment | | | 0280 701A028 18.000 MILE| 2010.06000 36181.08| 2069.82000 37256.76| 1854.00000 33372.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0290 701A041 2.000 MILE| 1228.37000 2456.74| 1264.89000 2529.78| 1133.00000 2266.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0300 701A046 2.000 MILE| 1228.37000 2456.74| 1264.89000 2529.78| 1133.00000 2266.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0310 701A048 17.000 MILE| 2345.07000 39866.19| 2414.79000 41051.43| 2163.00000 36771.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -4 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060630051 COUNTIES : JEFFERSON LETTING DATE : 06/30/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701B009 333.000 LF | 2.23000 742.59| 2.30000 765.90| 2.06000 685.98 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0330 701C000 7.000 MILE| 804.02000 5628.14| 827.93000 5795.51| 741.60000 5191.20 Broken Temporary Traffic Stripe | | | 0340 701C001 33.000 MILE| 871.02000 28743.66| 896.92000 29598.36| 803.40000 26512.20 Solid Temporary Traffic Stripe | | | 0350 703A002 3276.000 SQFT| 3.91000 12809.16| 4.03000 13202.28| 3.61000 11826.36 Traffic Control Markings, Class 2, Type | | | A | | | 0360 703B002 90.000 SQFT| 5.58000 502.20| 5.75000 517.50| 5.15000 463.50 Traffic Control Legends, Class 2, Type | | | 0370 703D001 2380.000 SQFT| 2.23000 5307.40| 2.30000 5474.00| 2.06000 4902.80 Temporary Traffic Control Markings | | | 0380 705A031 250.000 EACH| 6.14000 1535.00| 6.33000 1582.50| 5.67000 1417.50 Pavement Markers, Class A-H, Type 1-A | | | 0390 705A032 657.000 EACH| 6.14000 4033.98| 6.33000 4158.81| 5.67000 3725.19 Pavement Markers, Class A-H, Type 1-B | | | 0400 705A037 1103.000 EACH| 6.14000 6772.42| 6.33000 6981.99| 5.67000 6254.01 Pavement Markers, Class A-H, Type 2-D | | | 0410 705A038 287.000 EACH| 6.14000 1762.18| 6.33000 1816.71| 5.67000 1627.29 Pavement Markers, Class A-H, Type 2-E | | | 0420 740B000 1161.000 SQFT| 9.40000 10913.40| 9.65000 11203.65| 8.24000 9566.64 Construction Signs | | | 0430 740C000 10.000 SQFT| 9.70000 97.00| 9.66000 96.60| 8.50000 85.00 Special Construction Signs | | | 0440 740E000 242.000 EACH| 21.16000 5120.72| 9.11000 2204.62| 21.33000 5161.86 Cones (36 Inches High) | | | 0450 740M001 242.000 EACH| 4.70000 1137.40| 6.83000 1652.86| 11.14000 2695.88 Ballast For Cone | | | 0460 741C010 1.000 EACH| 1763.20000 1763.20| 1593.92000 1593.92| 1545.00000 1545.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0470 998A000 LUMP| 62121.00000 62121.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 71,000.00) | | | SECTION TOTALS | $ 1,559,574.17| $ 1,612,326.51| $ 1,626,372.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,559,574.17| $ 1,612,326.51| $ 1,626,372.59 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20060630052 COUNTIES : WALKER LETTING DATE : 06/30/06 10:00 AM DIVISION : 03 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-303-644-069-613 for constructing the Planing, Resurfacing and Traffic Stripe on SR-69 from just north of SR-5 (US-78) northeast of Jasper to the Cullman county line. Length 10.597 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,472,537.79 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,684,031.81 114.3626% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20060630052 COUNTIES : WALKER LETTING DATE : 06/30/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( ) |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 4176.000 TON | 16.80000 70156.80| 20.47000 85482.72| Crushed Aggregate, Section 825, Crusher | | | Run Stone, 1 1/2", | | | 0020 405A000 5712.000 GAL | 1.70000 9710.40| 2.02000 11538.24| Tack Coat | | | 0030 408A052 190400.000 SQYD| 0.70000 133280.00| 1.21000 230384.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A361 15709.000 TON | 54.09000 849699.81| 57.80000 907980.20| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A366 1000.000 TON | 65.97000 65970.00| 40.00000 40000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B685 500.000 TON | 87.41000 43705.00| 40.00000 20000.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 600A000 LUMP| 57004.02000 57004.02| 212000.00000 212000.00| Mobilization | | | 0080 665F000 50.000 EACH| 3.52000 176.00| 1.00000 50.00| Hay Bales | | | 0090 665J000 150.000 LF | 2.24000 336.00| 3.00000 450.00| Silt Fence, Type A | | | 0100 665O001 150.000 LF | 1.06000 159.00| 1.00000 150.00| Silt Fence Removal | | | 0110 701A028 22.000 MILE| 2007.88000 44173.36| 1927.08000 42395.76| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A046 7.000 MILE| 1227.04000 8589.28| 1177.66000 8243.62| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A048 14.000 MILE| 2342.53000 32795.42| 2248.26000 31475.64| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 052 -3 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20060630052 COUNTIES : WALKER LETTING DATE : 06/30/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( ) |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701B009 1218.000 LF | 1.39000 1693.02| 1.34000 1632.12| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0150 701C000 13.000 MILE| 836.62000 10876.06| 802.95000 10438.35| Broken Temporary Traffic Stripe | | | 0160 701C001 70.000 MILE| 881.24000 61686.80| 845.77000 59203.90| Solid Temporary Traffic Stripe | | | 0170 703A002 210.000 SQFT| 5.58000 1171.80| 5.35000 1123.50| Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 21.000 SQFT| 5.58000 117.18| 5.35000 112.35| Traffic Control Legends, Class 2, Type | | | 0190 703D001 230.000 SQFT| 2.23000 512.90| 2.14000 492.20| Temporary Traffic Control Markings | | | 0200 705A031 1302.000 EACH| 6.14000 7994.28| 5.89000 7668.78| Pavement Markers, Class A-H, Type 1-A | | | 0210 705A032 286.000 EACH| 6.14000 1756.04| 5.89000 1684.54| Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 1023.000 EACH| 6.14000 6281.22| 5.89000 6025.47| Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 558.000 SQFT| 9.39000 5239.62| 8.99000 5016.42| Construction Signs | | | 0240 740E000 242.000 EACH| 9.39000 2272.38| 1.00000 242.00| Cones (36 Inches High) | | | 0250 740M001 242.000 EACH| 4.70000 1137.40| 1.00000 242.00| Ballast For Cone | | | 0260 998A000 LUMP| 56044.00000 56044.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 65,000.00) | | | SECTION TOTALS | $ 1,472,537.79| $ 1,684,031.81| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,472,537.79| $ 1,684,031.81| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 053 -1 VENDOR RANKING CALL ORDER : 053 CONTRACT ID : 20060630053 COUNTIES : BALDWIN LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-309-022-104-605 for constructing the Resurfacing, Traffic Stripe and Turn Lanes on SR-104 from SR-42 (US-98) in Fairhope to SR-59 in Robertsdale. Length 10.770 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 1,429,653.34 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 1,567,373.90 109.6331% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 053 -2 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20060630053 COUNTIES : BALDWIN LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, 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 206D000 159.000 LF | 6.30000 1001.70| 12.80000 2035.20| Removing Pipe | | | 0020 206E000 2.000 EACH| 262.50000 525.00| 390.00000 780.00| Removing Headwalls | | | 0030 209A000 5.000 EACH| 149.55000 747.75| 135.00000 675.00| Mailbox Reset, Single | | | 0040 210A000 2010.000 CUYD| 8.07000 16220.70| 8.85000 17788.50| Unclassified Excavation | | | 0050 210D022 1722.000 CUYD| 12.18000 20973.96| 14.25000 24538.50| Borrow Excavation (Loose Truckbed | | | Measurement) (A-2-4(0) Or A-4(0) | | | 0060 214A000 50.000 CUYD| 15.75000 787.50| 26.00000 1300.00| Structure Excavation | | | 0070 214B001 24.000 CUYD| 78.75000 1890.00| 60.00000 1440.00| Foundation Backfill, Commercial | | | 0080 230A000 17.000 RBST| 295.92000 5030.64| 450.00000 7650.00| Roadbed Processing | | | 0090 301A012 3842.000 SQYD| 11.51000 44221.42| 13.05000 50138.10| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 3842.000 SQYD| 0.91000 3496.22| 0.85000 3265.70| Bituminous Treatment A | | | 0110 405A000 9300.000 GAL | 1.80000 16740.00| 1.25000 11625.00| Tack Coat | | | 0120 408A052 4410.000 SQYD| 2.89000 12744.90| 2.15000 9481.50| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0130 424A361 15984.000 TON | 55.61000 888870.24| 59.00000 943056.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A364 50.000 TON | 93.72000 4686.00| 100.00000 5000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424A367 100.000 TON | 103.42000 10342.00| 75.00000 7500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 053 -3 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20060630053 COUNTIES : BALDWIN LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B651 417.000 TON | 71.14000 29665.38| 75.00000 31275.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 424B681 417.000 TON | 71.14000 29665.38| 75.00000 31275.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 430B040 20.000 TON | 44.34000 886.80| 32.50000 650.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0190 530A100 24.000 LF | 68.25000 1638.00| 50.00000 1200.00| 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0200 530A101 68.000 LF | 63.00000 4284.00| 50.00000 3400.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0210 535A080 102.000 LF | 78.75000 8032.50| 50.00000 5100.00| 18" Side Drain Pipe (Class 3 R.C.) | | | 0220 535A300 119.000 LF | 73.50000 8746.50| 50.00000 5950.00| 15" Side Drain Pipe (Extension) | | | 0230 535A301 48.000 LF | 68.25000 3276.00| 50.00000 2400.00| 18" Side Drain Pipe (Extension) | | | 0240 535B088 94.000 LF | 60.90000 5724.60| 55.00000 5170.00| 22" Span, 14" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0250 535B091 50.000 LF | 72.45000 3622.50| 65.00000 3250.00| 29" Span, 18" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0260 600A000 LUMP| 36870.61000 36870.61| 67000.00000 67000.00| Mobilization | | | 0270 619A002 2.000 EACH| 834.75000 1669.50| 465.00000 930.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0280 619A100 12.000 EACH| 761.25000 9135.00| 465.00000 5580.00| 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0290 619A101 12.000 EACH| 866.25000 10395.00| 485.00000 5820.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 053 -4 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20060630053 COUNTIES : BALDWIN LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 619B016 2.000 EACH| 840.00000 1680.00| 465.00000 930.00| 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0310 619B117 2.000 EACH| 1023.75000 2047.50| 515.00000 1030.00| 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0320 620A000 4.000 CUYD| 892.50000 3570.00| 1850.00000 7400.00| Minor Structure Concrete | | | 0330 621A022 1.000 EACH| 4095.00000 4095.00| 2550.00000 2550.00| Junction Boxes, Type 1 (Modified) | | | 0340 650A000 4241.000 CUYD| 11.41000 48389.81| 13.80000 58525.80| Topsoil | | | 0350 652A100 15.000 ACRE| 1000.00000 15000.00| 720.00000 10800.00| Seeding | | | 0360 654A001 131.000 SQYD| 5.00000 655.00| 6.15000 805.65| Solid Sodding (Bermuda) | | | 0370 656A010 15.000 ACRE| 700.00000 10500.00| 515.00000 7725.00| Mulching | | | 0380 665J000 135.000 LF | 3.79000 511.65| 4.00000 540.00| Silt Fence, Type A | | | 0390 665O001 135.000 LF | 1.85000 249.75| 2.00000 270.00| Silt Fence Removal | | | 0400 665Q001 460.000 LF | 9.73000 4475.80| 7.20000 3312.00| 20 Inch Wattle | | | 0410 666A001 15.000 ACRE| 50.00000 750.00| 50.00000 750.00| Pest Control Treatment | | | 0420 680A000 LUMP| 8314.17000 8314.17| 67000.00000 67000.00| Engineering Controls | | | 0430 701A028 23.000 MILE| 1750.00000 40250.00| 1815.00000 41745.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0440 701A046 9.000 MILE| 1050.00000 9450.00| 1090.00000 9810.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0450 701A048 13.000 MILE| 1995.00000 25935.00| 2070.00000 26910.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0460 701B009 786.000 LF | 1.25000 982.50| 1.30000 1021.80| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 053 -5 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20060630053 COUNTIES : BALDWIN LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 701C000 9.000 MILE| 650.00000 5850.00| 675.00000 6075.00| Broken Temporary Traffic Stripe | | | 0480 701C001 13.000 MILE| 690.00000 8970.00| 715.00000 9295.00| Solid Temporary Traffic Stripe | | | 0490 701D007 2.000 MILE| 1850.00000 3700.00| 1920.00000 3840.00| Solid Traffic Stripe Removed (Paint) | | | 0500 701D008 2.000 MILE| 1850.00000 3700.00| 1920.00000 3840.00| Solid Traffic Stripe Removed (Plastic) | | | 0510 701G125 580.000 LF | 5.00000 2900.00| 5.20000 3016.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0520 701G129 290.000 LF | 4.00000 1160.00| 4.15000 1203.50| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0530 701H006 225.000 LF | 2.00000 450.00| 2.10000 472.50| Broken Traffic Stripe Removed (Plastic) | | | 0540 703A002 3108.000 SQFT| 3.25000 10101.00| 3.35000 10411.80| Traffic Control Markings, Class 2, Type | | | A | | | 0550 703B002 126.000 SQFT| 4.00000 504.00| 4.15000 522.90| Traffic Control Legends, Class 2, Type | | | 0560 703D001 1635.000 SQFT| 1.50000 2452.50| 1.55000 2534.25| Temporary Traffic Control Markings | | | 0570 705A023 118.000 EACH| 5.00000 590.00| 5.20000 613.60| Pavement Markers, Class C, Type 2-D | | | 0580 705A032 778.000 EACH| 5.00000 3890.00| 5.20000 4045.60| Pavement Markers, Class A-H, Type 1-B | | | 0590 705A037 902.000 EACH| 5.00000 4510.00| 5.20000 4690.40| Pavement Markers, Class A-H, Type 2-D | | | 0600 705A038 328.000 EACH| 5.00000 1640.00| 5.20000 1705.60| Pavement Markers, Class A-H, Type 2-E | | | 0610 740B000 994.000 SQFT| 12.42000 12345.48| 8.50000 8449.00| Construction Signs | | | 0620 740D000 100.000 EACH| 29.05000 2905.00| 50.00000 5000.00| Channelizing Drums | | | 0630 740E000 250.000 EACH| 10.04000 2510.00| 11.00000 2750.00| Cones (36 Inches High) | | | 0640 740F002 4.000 EACH| 290.47000 1161.88| 215.00000 860.00| Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 053 -6 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20060630053 COUNTIES : BALDWIN LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 740M001 250.000 EACH| 6.27000 1567.50| 6.60000 1650.00| Ballast For Cone | | | 0660 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 64,000.00) | | | SECTION TOTALS | $ 1,429,653.34| $ 1,567,373.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,429,653.34| $ 1,567,373.90| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 056 -1 VENDOR RANKING CALL ORDER : 056 CONTRACT ID : 20060630056 COUNTIES : COFFEE COVINGTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 07 CRENSHAW OTHERS CONTRACT TIME : 85 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-507-690-000-601 for the Bridge Coatings (18) at various sites as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19087 S & D INDUSTRIAL PAINTING, INC. $ 347,204.00 100.0000% 2 16052 POSEIDON CONSTRUCTION, INC. $ 366,000.00 105.4135% 3 19118 SEMINOLE EQUIPMENT, INC. $ 466,404.00 134.3314% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 056 -2 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20060630056 COUNTIES : COFFEE COVINGTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 07 CRENSHAW OTHERS ==================================================================================================================================== |( 1 ) 19087 |( 2 ) 16052 |( 3 ) 19118 |S & D INDUSTRIAL PAINTING, |POSEIDON CONSTRUCTION, INC. |SEMINOLE EQUIPMENT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 521B000 LUMP| 7000.00000 7000.00| 4877.84000 4877.84| 15000.00000 15000.00 Coating Existing Bridge At Mile Post 12 | | | 362 | | | 0020 521B001 LUMP| 20000.00000 20000.00| 19280.00000 19280.00| 20000.00000 20000.00 Coating Existing Bridge At Mile Post 13 | | | 770 | | | 0030 521B002 LUMP| 6000.00000 6000.00| 3634.28000 3634.28| 15000.00000 15000.00 Coating Existing Bridge At Mile Post 17 | | | 917 | | | 0040 521B003 LUMP| 7000.00000 7000.00| 4569.36000 4569.36| 15000.00000 15000.00 Coating Existing Bridge At Mile Post 33 | | | 071 | | | 0050 521B004 LUMP| 40000.00000 40000.00| 53434.52000 53434.52| 65000.00000 65000.00 Coating Existing Bridge At Mile Post 56 | | | 381 NBL | | | 0060 521B005 LUMP| 8000.00000 8000.00| 14006.92000 14006.92| 25000.00000 25000.00 Coating Existing Bridge At Mile Post 56 | | | 381 SBL | | | 0070 521B006 LUMP| 8000.00000 8000.00| 12136.76000 12136.76| 20000.00000 20000.00 Coating Existing Bridge At Mile Post | | | 119.711 | | | 0080 521B007 LUMP| 6000.00000 6000.00| 3759.60000 3759.60| 10000.00000 10000.00 Coating Existing Bridge At Mile Post | | | 126.276 | | | 0090 521B008 LUMP| 12000.00000 12000.00| 6015.36000 6015.36| 15000.00000 15000.00 Coating Existing Bridge At Mile Post 6. | | | 989 | | | 0100 521B009 LUMP| 45000.00000 45000.00| 57386.92000 57386.92| 65000.00000 65000.00 Coating Existing Bridge At Mile Post 44 | | | 712 | | | 0110 521B010 LUMP| 8000.00000 8000.00| 3634.28000 3634.28| 15000.00000 15000.00 Coating Existing Bridge At Mile Post 70 | | | 942 | | | 0120 521B011 LUMP| 40000.00000 40000.00| 32062.64000 32062.64| 35000.00000 35000.00 Coating Existing Bridge At Mile Post 3. | | | 394 | | | 0130 521B012 LUMP| 20000.00000 20000.00| 22123.80000 22123.80| 25000.00000 25000.00 Coating Existing Bridge At Mile Post | | | 203.258 WBL | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 056 -3 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20060630056 COUNTIES : COFFEE COVINGTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 07 CRENSHAW OTHERS ==================================================================================================================================== |( 1 ) 19087 |( 2 ) 16052 |( 3 ) 19118 |S & D INDUSTRIAL PAINTING, |POSEIDON CONSTRUCTION, INC. |SEMINOLE EQUIPMENT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 521B013 LUMP| 20000.00000 20000.00| 25941.24000 25941.24| 30000.00000 30000.00 Coating Existing Bridge At Mile Post 82 | | | 326 | | | 0150 521B014 LUMP| 15000.00000 15000.00| 16600.08000 16600.08| 20000.00000 20000.00 Coating Existing Bridge At Mile Post 12 | | | 793 EBL | | | 0160 521B015 LUMP| 15000.00000 15000.00| 16600.08000 16600.08| 20000.00000 20000.00 Coating Existing Bridge At Mile Post 12 | | | 793 WBL | | | 0170 521B016 LUMP| 10000.00000 10000.00| 9427.92000 9427.92| 15000.00000 15000.00 Coating Existing Bridge At Mile Post 10 | | | 171 | | | 0180 521B017 LUMP| 30000.00000 30000.00| 29104.40000 29104.40| 30000.00000 30000.00 Coating Existing Bridge At Mile Post 14 | | | 723 | | | 0190 600A000 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| 10000.00000 10000.00 Mobilization | | | 0200 680A000 LUMP| 15000.00000 15000.00| 0.00000 0.00| 0.00000 0.00 Engineering Controls | | | 0210 740B000 904.000 SQFT| 1.00000 904.00| 1.00000 904.00| 1.00000 904.00 Construction Signs | | | 0220 740E000 150.000 EACH| 1.00000 150.00| 1.00000 150.00| 1.00000 150.00 Cones (36 Inches High) | | | 0230 740M001 150.000 EACH| 1.00000 150.00| 1.00000 150.00| 1.00000 150.00 Ballast For Cone | | | 0240 741C010 2.000 EACH| 500.00000 1000.00| 100.00000 200.00| 100.00000 200.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0250 998A000 LUMP| 3000.00000 3000.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 7,100.00) | | | SECTION TOTALS | $ 347,204.00| $ 366,000.00| $ 466,404.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 347,204.00| $ 366,000.00| $ 466,404.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 057 -1 VENDOR RANKING CALL ORDER : 057 CONTRACT ID : 20060630057 COUNTIES : WASHINGTON MARENGO LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 WILCOX CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-508-690-000-625 for constructing the Bridge Coating at various locations as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19087 S & D INDUSTRIAL PAINTING, INC. $ 310,772.00 100.0000% 2 19118 SEMINOLE EQUIPMENT, INC. $ 461,482.00 148.4954% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 057 -2 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20060630057 COUNTIES : WASHINGTON MARENGO LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 WILCOX ==================================================================================================================================== |( 1 ) 19087 |( 2 ) 19118 |( ) |S & D INDUSTRIAL PAINTING, |SEMINOLE EQUIPMENT, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 260A001 9.000 CUYD| 1000.00000 9000.00| 500.00000 4500.00| Cement Mortar Flowable Backfill, Mix 2 | | | 0020 508A000 161.000 LB | 400.00000 64400.00| 10.00000 1610.00| Structural Steel | | | 0030 521B001 LUMP| 25900.00000 25900.00| 40000.00000 40000.00| Coating Existing Bridge At MP 6.95 | | | 0040 521B002 LUMP| 32000.00000 32000.00| 45000.00000 45000.00| Coating Existing Bridge At MP 9.35 | | | 0050 521B003 LUMP| 20000.00000 20000.00| 85000.00000 85000.00| Coating Existing Bridge At MP 7.65 | | | 0060 521B004 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| Coating Existing Bridge At MP 7.85 | | | 0070 521B005 LUMP| 21600.00000 21600.00| 35000.00000 35000.00| Coating Existing Bridge At MP 80.55 | | | 0080 521B006 LUMP| 30000.00000 30000.00| 45000.00000 45000.00| Coating Existing Bridge At MP 18.50 | | | 0090 521B007 LUMP| 40000.00000 40000.00| 90000.00000 90000.00| Coating Existing Bridge At MP 136.90 | | | 0100 521B008 LUMP| 35000.00000 35000.00| 80000.00000 80000.00| Coating Existing Bridge At MP 137.45 | | | 0110 600A000 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| Mobilization | | | 0120 740B000 312.000 SQFT| 1.00000 312.00| 1.00000 312.00| Construction Signs | | | 0130 740D000 60.000 EACH| 1.00000 60.00| 1.00000 60.00| Channelizing Drums | | | 0140 998A000 LUMP| 2500.00000 2500.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 6,100.00) | | | SECTION TOTALS | $ 310,772.00| $ 461,482.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 310,772.00| $ 461,482.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 058 -1 VENDOR RANKING CALL ORDER : 058 CONTRACT ID : 20060630058 COUNTIES : DALE LETTING DATE : 06/30/06 10:00 AM DIVISION : 07 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-507-690-000-602 for constructing the Bridge Scour Repair and Pile Encasements on SR-105 at the West Fork of the Choctawhatchee River east of Skipperville. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03041 HILTON COOPER CONTRACTING, INC. $ 262,431.60 100.0000% 2 16004 PNEUMATIC CONCRETE CO., INC. $ 312,105.00 118.9281% 3 03047 CARTER'S CONTRACTING SERVICES, INC. $ 343,930.00 131.0551% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 058 -2 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20060630058 COUNTIES : DALE LETTING DATE : 06/30/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 03041 |( 2 ) 16004 |( 3 ) 03047 |HILTON COOPER CONTRACTING, |PNEUMATIC CONCRETE CO., INC |CARTER'S CONTRACTING SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 504G000 99.000 LF | 1150.00000 113850.00| 945.00000 93555.00| 1150.00000 113850.00 Steel Piling Encasement, Wet Condition | | | 0020 508A000 886.000 LB | 10.00000 8860.00| 30.00000 26580.00| 15.00000 13290.00 Structural Steel | | | 0030 600A000 LUMP| 23500.00000 23500.00| 20000.00000 20000.00| 20000.00000 20000.00 Mobilization | | | 0040 610C001 1543.000 TON | 66.00000 101838.00| 80.00000 123440.00| 110.00000 169730.00 Loose Riprap, Class 2 | | | 0050 610D003 1110.000 SQYD| 5.00000 5550.00| 16.00000 17760.00| 5.00000 5550.00 Filter Blanket, Geotextile | | | 0060 680A000 LUMP| 1500.00000 1500.00| 15000.00000 15000.00| 10000.00000 10000.00 Engineering Controls | | | 0070 740B000 296.000 SQFT| 11.60000 3433.60| 20.00000 5920.00| 10.00000 2960.00 Construction Signs | | | 0080 740E000 100.000 EACH| 28.50000 2850.00| 20.00000 2000.00| 15.00000 1500.00 Cones (36 Inches High) | | | 0090 740M001 100.000 EACH| 10.50000 1050.00| 16.00000 1600.00| 8.00000 800.00 Ballast For Cone | | | 0100 998A000 LUMP| 0.00000 0.00| 6250.00000 6250.00| 6250.00000 6250.00 Construction Fuel (Maximum Bid Limited | | | To $ 6,250.00) | | | SECTION TOTALS | $ 262,431.60| $ 312,105.00| $ 343,930.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 262,431.60| $ 312,105.00| $ 343,930.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 059 -1 VENDOR RANKING CALL ORDER : 059 CONTRACT ID : 20060630059 COUNTIES : WASHINGTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-508-690-000-626 for constructing the Pile Encasements for Bridges on SR-17 at Crosbys Creek and at Millry Creek in Millry. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03047 CARTER'S CONTRACTING SERVICES, INC. $ 304,383.00 100.0000% 2 16004 PNEUMATIC CONCRETE CO., INC. $ 378,578.00 124.3755% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 059 -2 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20060630059 COUNTIES : WASHINGTON LETTING DATE : 06/30/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 03047 |( 2 ) 16004 |( ) |CARTER'S CONTRACTING SERVIC |PNEUMATIC CONCRETE CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 504G000 57.000 LF | 450.00000 25650.00| 885.00000 50445.00| Steel Piling Encasement, Wet Condition | | | 0020 504G001 19.000 LF | 450.00000 8550.00| 785.00000 14915.00| Steel Piling Encasement, Dry Condition | | | 0030 600A000 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| Mobilization | | | 0040 610C001 2839.000 TON | 80.00000 227120.00| 80.00000 227120.00| Loose Riprap, Class 2 | | | 0050 610D003 1494.000 SQYD| 4.50000 6723.00| 16.00000 23904.00| Filter Blanket, Geotextile | | | 0060 665J000 250.000 LF | 3.00000 750.00| 10.00000 2500.00| Silt Fence, Type A | | | 0070 665L000 700.000 LF | 10.00000 7000.00| 30.00000 21000.00| Floating Basin Boom | | | 0080 665O001 250.000 LF | 1.00000 250.00| 5.00000 1250.00| Silt Fence Removal | | | 0090 740B000 184.000 SQFT| 10.00000 1840.00| 16.00000 2944.00| Construction Signs | | | 0100 740D000 60.000 EACH| 50.00000 3000.00| 100.00000 6000.00| Channelizing Drums | | | 0110 998A000 LUMP| 8500.00000 8500.00| 8500.00000 8500.00| Construction Fuel (Maximum Bid Limited | | | To $ 8,500) | | | SECTION TOTALS | $ 304,383.00| $ 378,578.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 304,383.00| $ 378,578.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 060 -1 VENDOR RANKING CALL ORDER : 060 CONTRACT ID : 20060630060 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 CONTRACT TIME : 365 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : 99-509-002-370-660 for the Tunnel Maintenance at the Bankhead Tunnel on SR-16 99-509-010-851-661 (US-90/US-98) and at the George C. Wallace Tunnel on I-10 in Mobile. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08030 HIGHWAY MAINTENANCE, INC. $ 559,551.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 060 -2 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20060630060 COUNTIES : MOBILE LETTING DATE : 06/30/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 08030 |( 2 ) 16004 |( ) |HIGHWAY MAINTENANCE, INC. |PNEUMATIC CONCRETE CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BANKHEAD TUNNEL | | | 0010 600A000 LUMP| 5000.00000 5000.00| | Mobilization | | | 0020 740B000 991.000 SQFT| 21.00000 20811.00| | Construction Signs | | | 0030 740D000 70.000 EACH| 78.00000 5460.00| | Channelizing Drums | | | 0040 740E000 70.000 EACH| 25.00000 1750.00| | Cones (36 Inches High) | | | 0050 740F002 5.000 EACH| 500.00000 2500.00| | Barricades, Type III | | | 0060 740I005 3.000 EACH| 150.00000 450.00| | Warning Lights, Type B (Detachable Head | | | 0070 740M001 70.000 EACH| 20.00000 1400.00| | Ballast For Cone | | | 0080 741C001 2.000 EACH| 3500.00000 7000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit (Truck Mounted) | | | 0090 741C010 4.000 EACH| 5000.00000 20000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0100 783A000 LUMP| 199180.00000 199180.00| | Tunnel Maintenance Cleaning ( 8 2/3 | | | Cycles) | | | 0110 784A000 LUMP| 150000.00000 150000.00| | Tunnel Lighting Maintenance | | | 0120 785A000 LUMP| 75000.00000 75000.00| | Tunnel Group Lamp Replacement | | | 0130 786A000 LUMP| 48000.00000 48000.00| | Tunnel Sump And Drain Cleaning | | | 0140 998A000 LUMP| 23000.00000 23000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 23,000.00) | | | SECTION TOTALS | $ 559,551.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 559,551.00| $ 378,578.00| $ ====================================================================================================================================