ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20031205001 COUNTIES : ST. CLAIR LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 CONTRACT TIME : 570 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : IM-I020(317) for constructing the Additional Lane including Bridge, Bridge Raising and Signalization on I20 from MP 155.14 to MP 160.00 near Pell city. Length - 4.871 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 25,731,267.09 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 26,798,852.13 104.1490% 3 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 27,482,420.64 106.8055% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20031205001 COUNTIES : ST. CLAIR LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 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 201A001 LUMP| 210000.00000 210000.00| 209475.00000 209475.00| 210000.00000 210000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 70 ACRES) | | | 0020 201C000 LUMP| 120000.00000 120000.00| 76125.00000 76125.00| 205000.00000 205000.00 Clearing (APPROXIMATELY 37 ACRES) | | | 0030 206A000 LUMP| 70000.00000 70000.00| 73500.00000 73500.00| 125000.00000 125000.00 Removal Of Old Bridge, Station 72+23. | | | 676 W.B.L. | | | 0040 206A001 LUMP| 70000.00000 70000.00| 73500.00000 73500.00| 125000.00000 125000.00 Removal Of Old Bridge, Station 71+56. | | | 624 E.B.L. | | | 0050 206C002 1594.000 SQYD| 6.00000 9564.00| 15.75000 25105.50| 5.50000 8767.00 Removing Concrete Slope Paving | | | 0060 206C003 3189.000 SQYD| 3.00000 9567.00| 4.20000 13393.80| 6.50000 20728.50 Removing Concrete Flumes | | | 0070 206C013 213.000 SQYD| 25.00000 5325.00| 26.25000 5591.25| 5.00000 1065.00 Removing Bridge End Slab | | | 0080 206D001 11673.000 LF | 0.90000 10505.70| 0.94000 10972.62| 0.90000 10505.70 Removing Guardrail | | | 0090 206D012 25.000 LF | 1000.00000 25000.00| 210.00000 5250.00| 75.00000 1875.00 Removing Rock Culvert | | | 0100 206E001 24.000 EACH| 350.00000 8400.00| 1050.00000 25200.00| 225.00000 5400.00 Removing Inlets | | | 0110 206E008 76.000 EACH| 110.00000 8360.00| 115.50000 8778.00| 110.00000 8360.00 Removing Guardrail End Anchor (All Type | | | 0120 206E020 2.000 EACH| 3300.00000 6600.00| 3675.00000 7350.00| 3564.00000 7128.00 Removing Existing Overhead Sign | | | Structure | | | 0130 206E042 14.000 EACH| 350.00000 4900.00| 1575.00000 22050.00| 400.00000 5600.00 Removing Inlets (Partial) | | | 0140 210A000 33238.000 CUYD| 6.00000 199428.00| 8.14000 270557.32| 7.00000 232666.00 Unclassified Excavation | | | 0150 210D000 104402.000 CUYD| 5.50000 574211.00| 8.66000 904121.32| 9.00000 939618.00 Borrow Excavation | | | 0160 214A000 22710.000 CUYD| 6.00000 136260.00| 9.98000 226645.80| 7.50000 170325.00 Structure Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20031205001 COUNTIES : ST. CLAIR LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 214B001 7595.000 CUYD| 20.00000 151900.00| 6.97000 52937.15| 23.00000 174685.00 Foundation Backfill, Commercial | | | 0180 230A000 514.000 RBST| 250.00000 128500.00| 297.00000 152658.00| 252.50000 129785.00 Roadbed Processing | | | 0190 301A012 135251.000 SQYD| 4.90000 662729.90| 6.50000 879131.50| 5.86000 792570.86 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0200 305B061 168.000 TON | 20.00000 3360.00| 31.50000 5292.00| 18.50000 3108.00 Coarse Aggregate, Section 801, | | | (ALDOT#810),For Miscellanous Use | | | 0210 327E000 28149.000 TON | 32.13000 904427.37| 36.15000 1017586.35| 27.00000 760023.00 Permeable Asphalt Treated Base | | | 0220 401A043 134180.000 SQYD| 0.95000 127471.00| 1.00000 134180.00| 0.99000 132838.20 Bituminous Treatment AE | | | 0230 405A000 51781.000 GAL | 1.10000 56959.10| 0.93000 48156.33| 1.25000 64726.25 Tack Coat | | | 0240 408A051 29904.000 SQYD| 1.25000 37380.00| 1.67000 49939.68| 1.25000 37380.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0250 408A053 2550.000 SQYD| 2.00000 5100.00| 4.41000 11245.50| 4.50000 11475.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0260 410C000 1.000 EACH| 10000.00000 10000.00| 22250.00000 22250.00| 22650.00000 22650.00 Contractor Retained Profilograph | | | 0270 410H000 1.000 EACH| 195000.00000 195000.00| 340410.00000 340410.00| 185000.00000 185000.00 Material Remixing Device | | | 0280 420A011 10961.000 TON | 55.50000 608335.50| 51.33000 562628.13| 56.84000 623023.24 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0290 423A002 20078.000 TON | 51.22000 1028395.16| 45.70000 917564.60| 50.84000 1020765.52 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0300 423B001 29503.000 TON | 46.62000 1375429.86| 48.60000 1433845.80| 46.21000 1363333.63 Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0310 424A281 6236.000 TON | 41.34000 257796.24| 45.22000 281991.92| 44.41000 276940.76 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20031205001 COUNTIES : ST. CLAIR LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424A287 6100.000 TON | 44.54000 271694.00| 40.20000 245220.00| 39.00000 237900.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0330 424A361 4415.000 TON | 39.34000 173686.10| 43.55000 192273.25| 41.22000 181986.30 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0340 424B281 10035.000 TON | 34.56000 346809.60| 37.27000 374004.45| 35.79000 359152.65 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0350 424B289 10595.000 TON | 40.56000 429733.20| 36.81000 390001.95| 36.50000 386717.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0360 424B582 48066.000 TON | 32.13000 1544360.58| 33.92000 1630398.72| 33.50000 1610211.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0370 424B586 36.000 TON | 103.00000 3708.00| 115.00000 4140.00| 150.00000 5400.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0380 424B651 6853.000 TON | 32.13000 220186.89| 34.90000 239169.70| 34.15000 234029.95 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0390 424B659 3586.000 TON | 40.56000 145448.16| 52.00000 186472.00| 50.98000 182814.28 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0400 424B682 8914.000 TON | 32.13000 286406.82| 34.45000 307087.30| 34.20000 304858.80 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0410 424C281 77930.000 TON | 32.13000 2503890.90| 34.00000 2649620.00| 32.94000 2567014.20 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20031205001 COUNTIES : ST. CLAIR LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 424C289 13426.000 TON | 40.56000 544558.56| 34.45000 462525.70| 34.92000 468835.92 Superpave Bituminous Concrete Base | | | Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0430 424C369 7984.000 TON | 40.56000 323831.04| 34.45000 275048.80| 34.90000 278641.60 Superpave Bituminous Concrete Base | | | Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0440 428C000 89817.000 LF | 0.20000 17963.40| 0.14300 12843.83| 0.21000 18861.57 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0450 450B000 440.000 SQYD| 65.00000 28600.00| 68.25000 30030.00| 85.00000 37400.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0460 459A002 158005.000 SQYD| 1.53000 241747.65| 1.96000 309689.80| 2.00000 316010.00 Rubblizing Plain Concrete Pavement | | | 0470 459B000 500.000 TON | 20.00000 10000.00| 26.50000 13250.00| 16.50000 8250.00 Filler Aggregate | | | 0480 502A000 112400.000 LB | 0.50000 56200.00| 0.53000 59572.00| 0.53000 59572.00 Steel Reinforcement | | | 0490 502A001 259000.000 LB | 0.43000 111370.00| 0.47000 121730.00| 0.45000 116550.00 Steel Reinforcement (Grade 60) | | | 0500 502B000 LUMP| 70000.00000 70000.00| 73500.00000 73500.00| 75000.00000 75000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 71+90.15, APPROX. | | | 139900 LBS. | | | 0510 505M000 2010.000 LF | 20.00000 40200.00| 21.00000 42210.00| 30.00000 60300.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0520 506A008 192.000 LF | 150.00000 28800.00| 157.50000 30240.00| 360.00000 69120.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0530 506B003 72.000 LF | 1300.00000 93600.00| 1365.00000 98280.00| 853.00000 61416.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0540 506C042 240.000 LF | 90.00000 21600.00| 94.50000 22680.00| 55.00000 13200.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0550 508A000 24060.000 LB | 2.50000 60150.00| 2.63000 63277.80| 2.50000 60150.00 Structural Steel | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20031205001 COUNTIES : ST. CLAIR LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 510A000 511.000 CUYD| 300.00000 153300.00| 315.00000 160965.00| 450.00000 229950.00 Bridge Substructure Concrete, Class A | | | 0570 510C051 LUMP| 375000.00000 375000.00| 393750.00000 393750.00| 380000.00000 380000.00 Bridge Concrete Superstructure, STA | | | 71+90.15, APPROX. 632 CU. YDS. | | | 0580 510E000 2195.000 SQYD| 4.00000 8780.00| 4.20000 9219.00| 3.00000 6585.00 Grooving Concrete Bridge Decks | | | 0590 511A071 132.000 EACH| 1000.00000 132000.00| 1050.00000 138600.00| 425.00000 56100.00 Elastomeric Bearing Type 4(Mark VB2) | | | 0600 513B004 3635.000 LF | 90.00000 327150.00| 94.50000 343507.50| 80.00000 290800.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0610 520B000 LUMP| 150000.00000 150000.00| 157500.00000 157500.00| 152000.00000 152000.00 Raising Existing Bridge,Station 16+89. | | | 01 CR 27 | | | 0620 520B001 LUMP| 150000.00000 150000.00| 157500.00000 157500.00| 183000.00000 183000.00 Raising Existing Bridge,Station 8+47.35 | | | U.S. 231 | | | 0630 520B002 LUMP| 150000.00000 150000.00| 157500.00000 157500.00| 152000.00000 152000.00 Raising Existing Bridge,Station 17+18. | | | 06 CR 45 | | | 0640 524A011 1513.000 CUYD| 220.00000 332860.00| 351.75000 532197.75| 350.00000 529550.00 Culvert Concrete (Cast In Place) | | | 0650 530A002 18550.000 LF | 26.17000 485453.50| 44.63000 827886.50| 20.00000 371000.00 24" Roadway Pipe (Class 3 R.C.) | | | 0660 530A004 96.000 LF | 42.00000 4032.00| 47.25000 4536.00| 50.00000 4800.00 36" Roadway Pipe (Class 3 R.C.) | | | 0670 530A005 28.000 LF | 55.03000 1540.84| 78.75000 2205.00| 81.00000 2268.00 42" Roadway Pipe (Class 3 R.C.) | | | 0680 530A006 336.000 LF | 68.82000 23123.52| 78.75000 26460.00| 65.00000 21840.00 48" Roadway Pipe (Class 3 R.C.) | | | 0690 530A100 24.000 LF | 40.00000 960.00| 52.50000 1260.00| 40.00000 960.00 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0700 530A101 40.000 LF | 40.00000 1600.00| 31.50000 1260.00| 35.00000 1400.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0710 530A102 64.000 LF | 40.00000 2560.00| 52.50000 3360.00| 40.00000 2560.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20031205001 COUNTIES : ST. CLAIR LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 530A103 32.000 LF | 50.00000 1600.00| 105.00000 3360.00| 70.00000 2240.00 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0730 530A106 16.000 LF | 90.00000 1440.00| 105.00000 1680.00| 85.00000 1360.00 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0740 530A800 9.000 LF | 48.00000 432.00| 78.75000 708.75| 50.00000 450.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0750 530B001 1168.000 LF | 33.01000 38555.68| 34.65000 40471.20| 24.00000 28032.00 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0760 530B002 2156.000 LF | 44.30000 95510.80| 47.25000 101871.00| 31.00000 66836.00 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0770 532A030 1290.000 LF | 120.00000 154800.00| 278.25000 358942.50| 120.00000 154800.00 12" Slotted Drain Pipe | | | 0780 534A000 73.000 EACH| 100.00000 7300.00| 157.50000 11497.50| 70.00000 5110.00 Cleaning Pipe Underdrain Outlets | | | 0790 534E000 3804.000 LF | 8.00000 30432.00| 9.98000 37963.92| 10.00000 38040.00 Cleaning Existing Culvert (Less Than Or | | | Equal To 48" Horizontal Opening | | | 0800 600A000 LUMP| 2150250.00000 2150250.00| 1313043.00000 1313043.00| 2896500.00000 2896500.00 Mobilization | | | 0810 601A000 1.000 EACH| 15000.00000 15000.00| 19805.00000 19805.00| 10000.00000 10000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0820 603A002 1.000 EACH| 35000.00000 35000.00| 30086.00000 30086.00| 32000.00000 32000.00 Furnishing Type 3 Field Office | | | 0830 605A002 42791.000 LF | 5.88000 251611.08| 4.20000 179722.20| 8.50000 363723.50 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0840 605A004 23333.000 LF | 8.35000 194830.55| 5.98000 139531.34| 12.00000 279996.00 Pavement Median Drain | | | 0850 605B000 75.000 EACH| 295.00000 22125.00| 290.85000 21813.75| 355.00000 26625.00 Special Underdrain Outlet, Type A | | | 0860 605B001 414.000 EACH| 270.00000 111780.00| 257.25000 106501.50| 260.00000 107640.00 Special Underdrain Outlet, Type B | | | 0870 606A005 3255.000 LF | 68.40000 222642.00| 26.25000 85443.75| 55.00000 179025.00 6" Underdrain Pipe, Type 9 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20031205001 COUNTIES : ST. CLAIR LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0880 609A000 1889.000 SQYD| 7.00000 13223.00| 8.40000 15867.60| 8.00000 15112.00 Aggregate Slope Protection | | | 0890 609B000 1935.000 SQYD| 4.25000 8223.75| 3.65000 7062.75| 3.00000 5805.00 Geotextile Filter For Aggregate Slope | | | Protection | | | 0900 610C001 270.000 TON | 26.00000 7020.00| 42.00000 11340.00| 45.00000 12150.00 Loose Riprap, Class 2 | | | 0910 610D003 216.000 SQYD| 4.75000 1026.00| 5.25000 1134.00| 11.00000 2376.00 Filter Blanket, Geotextile | | | 0920 614A000 1477.000 CUYD| 225.00000 332325.00| 199.50000 294661.50| 190.00000 280630.00 Slope Paving | | | 0930 619A001 2.000 EACH| 350.00000 700.00| 630.00000 1260.00| 600.00000 1200.00 15" Roadway Pipe End Treatment, Class 1 | | | 0940 619A003 3.000 EACH| 400.00000 1200.00| 682.50000 2047.50| 650.00000 1950.00 24" Roadway Pipe End Treatment, Class 1 | | | 0950 619A007 1.000 EACH| 800.00000 800.00| 1312.50000 1312.50| 1250.00000 1250.00 48" Roadway Pipe End Treatment, Class 1 | | | 0960 619A055 1.000 EACH| 500.00000 500.00| 1312.50000 1312.50| 1250.00000 1250.00 36" Roadway Pipe End Treatment, Class 2 | | | 0970 619A207 2.000 EACH| 1200.00000 2400.00| 3150.00000 6300.00| 3000.00000 6000.00 48" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0980 619B016 1.000 EACH| 450.00000 450.00| 787.50000 787.50| 750.00000 750.00 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0990 619B017 3.000 EACH| 500.00000 1500.00| 945.00000 2835.00| 900.00000 2700.00 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 1000 620A000 3.000 CUYD| 1000.00000 3000.00| 1575.00000 4725.00| 650.00000 1950.00 Minor Structure Concrete | | | 1010 621A000 6.000 EACH| 2400.00000 14400.00| 2100.00000 12600.00| 2000.00000 12000.00 Junction Boxes, Type 1, 1P Or 5 | | | 1020 621A001 3.000 EACH| 2800.00000 8400.00| 2100.00000 6300.00| 2000.00000 6000.00 Junction Boxes, Type 1, 2P Or 5 | | | 1030 621A005 3.000 EACH| 3000.00000 9000.00| 2310.00000 6930.00| 2200.00000 6600.00 Junction Boxes, Type 1 | | | 1040 621A017 1.000 EACH| 3500.00000 3500.00| 4200.00000 4200.00| 4000.00000 4000.00 Junction Boxes, Type 4, 2P Or 5 | | | 1050 621A020 1.000 EACH| 4000.00000 4000.00| 6825.00000 6825.00| 6500.00000 6500.00 Junction Boxes, Type 6 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20031205001 COUNTIES : ST. CLAIR LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1060 621B001 4.000 EACH| 500.00000 2000.00| 525.00000 2100.00| 500.00000 2000.00 Junction Box Units, Type 1, 2P Or 5 | | | 1070 621B005 1.000 EACH| 500.00000 500.00| 525.00000 525.00| 500.00000 500.00 Junction Box Units, Type 1 | | | 1080 621B019 2.000 EACH| 500.00000 1000.00| 787.50000 1575.00| 750.00000 1500.00 Junction Box Units, Type 4, 2P Or 5 | | | 1090 621C000 1.000 EACH| 2500.00000 2500.00| 4725.00000 4725.00| 4500.00000 4500.00 Inlets, Type AB | | | 1100 621C002 8.000 EACH| 1900.00000 15200.00| 1995.00000 15960.00| 1900.00000 15200.00 Inlets, Type C, P1 Or P3 | | | 1110 621C020 10.000 EACH| 2100.00000 21000.00| 2100.00000 21000.00| 2000.00000 20000.00 Inlets, Type Y | | | 1120 621C027 2.000 EACH| 1900.00000 3800.00| 1995.00000 3990.00| 1900.00000 3800.00 Inlets, Type C | | | 1130 621C069 21.000 EACH| 3600.00000 75600.00| 3360.00000 70560.00| 3200.00000 67200.00 Inlets, Type E3 | | | 1140 621C070 150.000 EACH| 4300.00000 645000.00| 5250.00000 787500.00| 5000.00000 750000.00 Inlets, Type E4 | | | 1150 621C075 14.000 EACH| 4300.00000 60200.00| 5250.00000 73500.00| 5000.00000 70000.00 Inlets, Type E4 (Modified) | | | 1160 621C093 1.000 EACH| 1200.00000 1200.00| 1155.00000 1155.00| 1100.00000 1100.00 Inlets, Type C (Modified)(Grates Only) | | | 1170 621C139 11.000 EACH| 4500.00000 49500.00| 6300.00000 69300.00| 6000.00000 66000.00 Inlets,Type E4(Special) | | | 1180 621D002 1.000 EACH| 500.00000 500.00| 525.00000 525.00| 500.00000 500.00 Inlet Units, Type C | | | 1190 621D019 3.000 EACH| 500.00000 1500.00| 525.00000 1575.00| 500.00000 1500.00 Inlet Units, Type Y | | | 1200 621D022 3.000 EACH| 500.00000 1500.00| 525.00000 1575.00| 500.00000 1500.00 Inlet Units, Type C, P1 Or P3 | | | 1210 621D046 21.000 EACH| 500.00000 10500.00| 630.00000 13230.00| 600.00000 12600.00 Inlet Units, Type E3 | | | 1220 621D047 237.000 EACH| 500.00000 118500.00| 682.50000 161752.50| 650.00000 154050.00 Inlet Units, Type E4 | | | 1230 629A025 1240.000 LF | 90.00000 111600.00| 94.50000 117180.00| 90.00000 111600.00 Concrete Median Or Safety Barrier, Type | | | Retrofit | | | 1240 629A034 549.000 LF | 55.00000 30195.00| 57.75000 31704.75| 55.00000 30195.00 Concrete Median Or Safety Barrier, Type | | | 4A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20031205001 COUNTIES : ST. CLAIR LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1250 629A055 30.000 LF | 125.00000 3750.00| 131.25000 3937.50| 125.00000 3750.00 Concrete Median Or Safety Barrier, Type | | | TES (Modified) | | | 1260 629A057 18568.000 LF | 52.00000 965536.00| 50.40000 935827.20| 54.00000 1002672.00 Concrete Median Or Safety Barrier, Type | | | GS-54 | | | 1270 629A058 4675.000 LF | 66.00000 308550.00| 69.30000 323977.50| 66.00000 308550.00 Concrete Median Or Safety Barrier, Type | | | GS-54(SE) | | | 1280 629A059 90.000 LF | 200.00000 18000.00| 210.00000 18900.00| 200.00000 18000.00 Concrete Median Or Safety Barrier, Type | | | GS-54(PP) | | | 1290 629A072 27.000 LF | 250.00000 6750.00| 262.50000 7087.50| 250.00000 6750.00 Concrete Median or Safety Barrier, Type | | | GS-54-PP (Special) | | | 1300 630A033 12350.000 LF | 10.25000 126587.50| 10.75000 132762.50| 10.25000 126587.50 Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 1310 630C001 7.000 EACH| 565.00000 3955.00| 593.25000 4152.75| 565.00000 3955.00 Guardrail End Anchor, Type 8 | | | 1320 630C003 18.000 EACH| 950.00000 17100.00| 997.50000 17955.00| 950.00000 17100.00 Guardrail End Anchor, Type 13 | | | 1330 630C007 4.000 EACH| 1850.00000 7400.00| 1942.50000 7770.00| 1850.00000 7400.00 Guardrail End Anchor, Type 2A | | | 1340 630C050 28.000 EACH| 1225.00000 34300.00| 1286.25000 36015.00| 1225.00000 34300.00 Guardrail End Anchor, Type 20 Series | | | 1350 650A000 29740.000 CUYD| 10.00000 297400.00| 6.30000 187362.00| 6.00000 178440.00 Topsoil | | | 1360 651B000 100.000 TON | 35.35000 3535.00| 36.75000 3675.00| 35.00000 3500.00 Agricultural Limestone | | | 1370 652C000 98.000 ACRE| 50.50000 4949.00| 47.25000 4630.50| 50.00000 4900.00 Mowing | | | 1380 654A001 3227.000 SQYD| 3.28000 10584.56| 4.20000 13553.40| 5.00000 16135.00 Solid Sodding (Bermuda) | | | 1390 658A002 49.000 ACRE| 848.40000 41571.60| 1260.00000 61740.00| 1100.00000 53900.00 Hydro-Seeding & Mulching (Mix 2E) | | | 1400 659A001 6033.000 SQYD| 2.07000 12488.31| 1.58000 9532.14| 1.75000 10557.75 Erosion Control Netting, Class B | | | 1410 665A000 98.000 ACRE| 378.75000 37117.50| 315.00000 30870.00| 350.00000 34300.00 Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20031205001 COUNTIES : ST. CLAIR LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1420 665B000 98.000 ACRE| 414.10000 40581.80| 420.00000 41160.00| 350.00000 34300.00 Temporary Mulching | | | 1430 665F000 2430.000 EACH| 5.00000 12150.00| 6.30000 15309.00| 10.50000 25515.00 Hay Bales | | | 1440 665I000 20.000 TON | 30.00000 600.00| 52.50000 1050.00| 40.00000 800.00 Temporary Riprap, Class 2 | | | 1450 665J000 41558.000 LF | 3.50000 145453.00| 2.63000 109297.54| 2.00000 83116.00 Silt Fence, Type A | | | 1460 665N000 780.000 TON | 22.00000 17160.00| 15.75000 12285.00| 29.00000 22620.00 Temporary Coarse Aggregate For Inlet | | | Protection | | | 1470 666A001 49.000 ACRE| 50.50000 2474.50| 36.75000 1800.75| 30.00000 1470.00 Pest Control Treatment | | | 1480 680A000 LUMP| 275000.00000 275000.00| 339150.00000 339150.00| 250000.00000 250000.00 Engineering Controls | | | 1490 701A028 14.000 MILE| 1565.50000 21917.00| 1644.00000 23016.00| 1550.00000 21700.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1500 701A032 12.000 MILE| 1565.50000 18786.00| 1644.00000 19728.00| 1550.00000 18600.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1510 701A041 19.000 MILE| 1030.20000 19573.80| 1082.00000 20558.00| 1020.00000 19380.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1520 701A048 2.000 MILE| 1843.25000 3686.50| 1935.00000 3870.00| 1825.00000 3650.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1530 701B009 8214.000 LF | 0.86000 7064.04| 0.90000 7392.60| 0.85000 6981.90 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1540 701C000 20.000 MILE| 393.90000 7878.00| 413.00000 8260.00| 390.00000 7800.00 Broken Temporary Traffic Stripe | | | 1550 701C001 42.000 MILE| 494.90000 20785.80| 519.00000 21798.00| 490.00000 20580.00 Solid Temporary Traffic Stripe | | | 1560 701C004 2.000 MILE| 3232.00000 6464.00| 3393.00000 6786.00| 3200.00000 6400.00 Broken Temporary Traffic Stripe (Tape) | | | 1570 701C006 12.000 MILE| 6868.00000 82416.00| 7212.00000 86544.00| 6800.00000 81600.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20031205001 COUNTIES : ST. CLAIR LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1580 701D008 12.000 MILE| 1767.50000 21210.00| 1856.00000 22272.00| 1750.00000 21000.00 Solid Traffic Stripe Removed (Plastic) | | | 1590 701D009 11.000 MILE| 1010.00000 11110.00| 1060.00000 11660.00| 1000.00000 11000.00 Solid Traffic Stripe Removed (Tape) | | | 1600 701D015 10.000 MILE| 1515.00000 15150.00| 1590.00000 15900.00| 1500.00000 15000.00 Broken Traffic Stripe Removed (Plastic) | | | 1610 701D016 1.000 MILE| 1010.00000 1010.00| 1060.00000 1060.00| 1000.00000 1000.00 Broken Traffic Stripe Removed (Tape) | | | 1620 701G121 680.000 LF | 1.70000 1156.00| 1.78000 1210.40| 1.69000 1149.20 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1630 701G125 2180.000 LF | 3.25000 7085.00| 3.42000 7455.60| 3.22000 7019.60 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1640 701G133 2180.000 LF | 3.36000 7324.80| 3.53000 7695.40| 3.33000 7259.40 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1650 703A002 3862.000 SQFT| 2.27000 8766.74| 2.39000 9230.18| 2.25000 8689.50 Traffic Control Markings, Class 2, Type | | | A | | | 1660 703B002 198.000 SQFT| 3.28000 649.44| 3.45000 683.10| 3.25000 643.50 Traffic Control Legends, Class 2, Type | | | 1670 705A011 16828.000 EACH| 4.55000 76567.40| 4.77000 80269.56| 4.50000 75726.00 Pavement Markers, Class C, Type 1-A | | | 1680 705A012 14683.000 EACH| 4.55000 66807.65| 4.77000 70037.91| 4.50000 66073.50 Pavement Markers, Class C, Type 1-B | | | 1690 705A022 6278.000 EACH| 4.53000 28439.34| 4.77000 29946.06| 4.50000 28251.00 Pavement Markers, Class C, Type 2-C | | | 1700 705A030 905.000 EACH| 5.56000 5031.80| 5.83000 5276.15| 5.50000 4977.50 Pavement Markers, Class A-H, Type 2-C | | | 1710 705A031 2698.000 EACH| 5.56000 15000.88| 5.83000 15729.34| 5.50000 14839.00 Pavement Markers, Class A-H, Type 1-A | | | 1720 705A032 305.000 EACH| 5.56000 1695.80| 5.83000 1778.15| 5.50000 1677.50 Pavement Markers, Class A-H, Type 1-B | | | 1730 705A037 132.000 EACH| 5.56000 733.92| 5.83000 769.56| 5.50000 726.00 Pavement Markers, Class A-H, Type 2-D | | | 1740 705A038 26.000 EACH| 5.56000 144.56| 5.83000 151.58| 5.50000 143.00 Pavement Markers, Class A-H, Type 2-E | | | 1750 707G000 1174.000 EACH| 15.00000 17610.00| 55.84000 65556.16| 28.08000 32965.92 Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20031205001 COUNTIES : ST. CLAIR LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1760 707G001 150.000 EACH| 17.00000 2550.00| 59.05000 8857.50| 29.16000 4374.00 Barrier Rail Mounted Delineator | | | (Bi-Directional) | | | 1770 709A000 8.000 EACH| 175.00000 1400.00| 195.00000 1560.00| 189.00000 1512.00 Milepost, Type A | | | 1780 710A115 674.000 SQFT| 16.00000 10784.00| 17.80000 11997.20| 17.28000 11646.72 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1790 710A140 2201.000 SQFT| 21.00000 46221.00| 23.35000 51393.35| 22.68000 49918.68 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 1800 710A141 355.000 SQFT| 18.00000 6390.00| 20.05000 7117.75| 19.44000 6901.20 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1810 710B001 936.000 LF | 8.00000 7488.00| 8.90000 8330.40| 8.65000 8096.40 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1820 710B004 20.000 LF | 8.00000 160.00| 8.90000 178.00| 8.64000 172.80 Roadway Sign Post (3" O.D. Steel | | | Uniform Diameter) | | | 1830 710B006 32.000 LF | 58.00000 1856.00| 64.59000 2066.88| 62.64000 2004.48 Roadway Sign Post (S4 x 7.7 Steel Beam) | | | 1840 710B007 143.000 LF | 65.00000 9295.00| 72.35000 10346.05| 70.20000 10038.60 Roadway Sign Post (W6 x 15 Steel Beam) | | | 1850 710B008 529.000 LF | 68.00000 35972.00| 75.70000 40045.30| 73.44000 38849.76 Roadway Sign Post (W8 x 18 Steel Beam) | | | 1860 710B010 102.000 LF | 65.00000 6630.00| 72.35000 7379.70| 70.20000 7160.40 Roadway Sign Post (W6 x 9 Steel Beam) | | | 1870 710B011 44.000 LF | 66.00000 2904.00| 73.50000 3234.00| 71.28000 3136.32 Roadway Sign Post (W6 x 12 Steel Beam) | | | 1880 710B012 108.000 LF | 72.00000 7776.00| 80.15000 8656.20| 77.76000 8398.08 Roadway Sign Post (W8 x 21 Steel Beam) | | | 1890 711A000 LUMP| 16500.00000 16500.00| 18375.00000 18375.00| 17820.00000 17820.00 Roadway Sign Relocation | | | 1900 715A000 LUMP| 29500.00000 29500.00| 32852.27000 32852.27| 31860.00000 31860.00 Overhead Roadway Sign Structure OHC-1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20031205001 COUNTIES : ST. CLAIR LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1910 715A001 LUMP| 44500.00000 44500.00| 49556.82000 49556.82| 48060.00000 48060.00 Overhead Roadway Sign Structure OHSB-1 | | | 1920 720A031 2.000 EACH| 32000.00000 64000.00| 33600.00000 67200.00| 25000.00000 50000.00 Vehicular Impact Attenuator | | | Assembly(Bi-directional, "70 mph") | | | 1930 721A000 1.000 EACH| 5000.00000 5000.00| 5250.00000 5250.00| 8000.00000 8000.00 Vehicular Impact Attenuator Relocation | | | 1940 726A001 50.000 LF | 60.00000 3000.00| 63.00000 3150.00| 190.00000 9500.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1950 726B000 5680.000 LF | 60.00000 340800.00| 63.00000 357840.00| 65.00000 369200.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1960 726D021 4.000 EACH| 9000.00000 36000.00| 9450.00000 37800.00| 10000.00000 40000.00 Portable Impact AttenuatorAssembly | | | (Bi-directional, TL-2) | | | 1970 726D025 1.000 EACH| 10000.00000 10000.00| 10500.00000 10500.00| 15000.00000 15000.00 Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 1980 730C000 LUMP| 3500.00000 3500.00| 6279.00000 6279.00| 3500.00000 3500.00 Furnishing And Installing Traffic | | | Control Unit US 231 STA 5+15 | | | 1990 730E000 4.000 EACH| 1250.00000 5000.00| 1260.00000 5040.00| 1250.00000 5000.00 Metal Traffic Signal Pole Foundation | | | 2000 730G001 4.000 EACH| 2500.00000 10000.00| 2753.35000 11013.40| 2500.00000 10000.00 Metal Traffic Signal Strain Pole | | | 2010 730H001 1070.000 LF | 3.50000 3745.00| 3.15000 3370.50| 3.50000 3745.00 Loop Wire | | | 2020 730I001 1210.000 LF | 1.00000 1210.00| 1.05000 1270.50| 1.00000 1210.00 Loop Detector Lead-In-Cable | | | 2030 730J010 4.000 EACH| 160.00000 640.00| 189.00000 756.00| 160.00000 640.00 Vehicle Loop Detector | | | 2040 730K000 6.000 EACH| 275.00000 1650.00| 315.00000 1890.00| 275.00000 1650.00 Traffic Signal Junction Box | | | 2050 730L003 20.000 LF | 4.00000 80.00| 4.45000 89.00| 4.00000 80.00 1", Non-Metallic, Conduit | | | 2060 730L005 910.000 LF | 4.00000 3640.00| 5.25000 4777.50| 4.00000 3640.00 2", Non-Metallic, Conduit | | | 2070 730M022 680.000 LF | 2.50000 1700.00| 3.15000 2142.00| 2.50000 1700.00 Interconnect Cable, Underground, #19 | | | AWG, 6 Pair, REA PE-39 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20031205001 COUNTIES : ST. CLAIR LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 2080 730P022 5.000 EACH| 715.00000 3575.00| 762.30000 3811.50| 715.00000 3575.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 2090 730P024 1.000 EACH| 1280.00000 1280.00| 1213.80000 1213.80| 1280.00000 1280.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 2100 730R022 1.000 EACH| 7200.00000 7200.00| 7463.40000 7463.40| 7200.00000 7200.00 Controller Assembly, Type III, 8 Phase | | | 2110 730T000 1.000 EACH| 350.00000 350.00| 315.00000 315.00| 350.00000 350.00 Wood Pole | | | 2120 731A001 4.000 EACH| 7500.00000 30000.00| 5775.00000 23100.00| 7500.00000 30000.00 Traffic Counting Units, Type B | | | 2130 740B000 3665.000 SQFT| 10.60000 38849.00| 7.75000 28403.75| 7.50000 27487.50 Construction Signs | | | 2140 740C000 394.000 SQFT| 10.60000 4176.40| 7.75000 3053.50| 7.50000 2955.00 Special Construction Signs | | | 2150 740D000 600.000 EACH| 62.54000 37524.00| 64.50000 38700.00| 62.00000 37200.00 Channelizing Drums | | | 2160 740E000 300.000 EACH| 19.08000 5724.00| 10.00000 3000.00| 9.00000 2700.00 Cones (36 Inches High) | | | 2170 740F002 20.000 EACH| 265.00000 5300.00| 167.00000 3340.00| 160.00000 3200.00 Barricades, Type III | | | 2180 740I005 14.000 EACH| 477.00000 6678.00| 475.80000 6661.20| 460.00000 6440.00 Warning Lights, Type B (Detachable Head | | | 2190 740L004 1255.000 EACH| 127.20000 159636.00| 118.00000 148090.00| 125.00000 156875.00 Vertical Panel Type II, Single-Sided | | | 2200 740M001 300.000 EACH| 8.48000 2544.00| 6.75000 2025.00| 7.00000 2100.00 Ballast For Cone | | | 2210 741C010 2.000 EACH| 4000.00000 8000.00| 3560.00000 7120.00| 3500.00000 7000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2220 742A001 3.000 EACH| 12000.00000 36000.00| 11130.00000 33390.00| 11000.00000 33000.00 Portable Changeable Message Sign, Type | | | 2230 756A021 70.000 LF | 30.00000 2100.00| 26.25000 1837.50| 30.00000 2100.00 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 2240 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 | $ 25,731,267.09| $ 26,798,852.13| $ 27,482,420.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 25,731,267.09| $ 26,798,852.13| $ 27,482,420.64 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20031205002 COUNTIES : CALHOUN LETTING DATE : 12/05/03 10:00 AM DIVISION : 04 CONTRACT TIME : 205 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : HPP-0192(902) for constructing the Relocation (Grade, Drainage, Pavement and Signalization) of Summerall Gate Road in Anniston. Length - 0.634 mi -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16048 WALKER PATTON COMPANY, INC. $ 2,019,321.93 100.0000% 2 23068 WAITES CONSTRUCTION COMPANY, INC. $ 2,239,289.35 110.8931% 3 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 2,241,219.73 110.9887% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20031205002 COUNTIES : CALHOUN LETTING DATE : 12/05/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 23068 |( 3 ) 13022 |WALKER PATTON COMPANY, INC. |WAITES CONSTRUCTION COMPANY |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 201A001 LUMP| 80000.00000 80000.00| 81000.00000 81000.00| 81000.00000 81000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 27 Acres) | | | 0020 206D003 981.000 LF | 4.00000 3924.00| 5.00000 4905.00| 5.00000 4905.00 Removing Curb And Gutter | | | 0030 210A000 82339.000 CUYD| 3.12000 256897.68| 2.50000 205847.50| 2.50000 205847.50 Unclassified Excavation | | | 0040 210D000 26239.000 CUYD| 5.20000 136442.80| 7.00000 183673.00| 7.00000 183673.00 Borrow Excavation | | | 0050 214A000 1288.000 CUYD| 6.00000 7728.00| 15.00000 19320.00| 15.00000 19320.00 Structure Excavation | | | 0060 214B001 326.000 CUYD| 26.47000 8629.22| 25.50000 8313.00| 25.50000 8313.00 Foundation Backfill, Commercial | | | 0070 230A000 10.000 RBST| 512.00000 5120.00| 850.00000 8500.00| 800.00000 8000.00 Roadbed Processing | | | 0080 231B001 4675.000 TON | 18.27000 85412.25| 17.35000 81111.25| 16.50000 77137.50 Roadbed Stabilizing Material, ALDOT #46 | | | 0090 301A000 12708.000 SQYD| 3.12000 39648.96| 3.45000 43842.60| 3.25000 41301.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 3" Compacted Thickness | | | 0100 301A012 31166.000 SQYD| 5.52000 172036.32| 5.15000 160504.90| 4.90000 152713.40 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 34040.000 SQYD| 0.50000 17020.00| 0.55000 18722.00| 0.50000 17020.00 Bituminous Treatment A | | | 0120 401B108 9156.000 SQYD| 1.35000 12360.60| 1.45000 13276.20| 1.35000 12360.60 Bituminous Treatment G (With Polymer | | | Additive) | | | 0130 405A000 2231.000 GAL | 1.50000 3346.50| 1.75000 3904.25| 1.50000 3346.50 Tack Coat | | | 0140 424A360 2545.000 TON | 42.55000 108289.75| 44.75000 113888.75| 42.55000 108289.75 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424A366 50.000 TON | 75.00000 3750.00| 85.00000 4250.00| 75.00000 3750.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20031205002 COUNTIES : CALHOUN LETTING DATE : 12/05/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 23068 |( 3 ) 13022 |WALKER PATTON COMPANY, INC. |WAITES CONSTRUCTION COMPANY |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B651 5856.000 TON | 31.50000 184464.00| 33.00000 193248.00| 31.50000 184464.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 424B655 50.000 TON | 85.00000 4250.00| 95.00000 4750.00| 85.00000 4250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B681 3836.000 TON | 31.00000 118916.00| 32.50000 124670.00| 31.00000 118916.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 430B012 1000.000 TON | 11.00000 11000.00| 18.00000 18000.00| 12.00000 12000.00 Aggregate Surfacing (ALDOT #410 Or #467 | | | 0200 502A000 6964.000 LB | 0.85000 5919.40| 0.75000 5223.00| 1.50000 10446.00 Steel Reinforcement | | | 0210 524B011 64.000 CUYD| 524.00000 33536.00| 570.00000 36480.00| 600.00000 38400.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0220 530A001 156.000 LF | 27.00000 4212.00| 17.50000 2730.00| 27.00000 4212.00 18" Roadway Pipe (Class 3 R.C.) | | | 0230 530A002 127.000 LF | 35.00000 4445.00| 26.50000 3365.50| 35.00000 4445.00 24" Roadway Pipe (Class 3 R.C.) | | | 0240 530A004 180.000 LF | 56.00000 10080.00| 50.00000 9000.00| 56.00000 10080.00 36" Roadway Pipe (Class 3 R.C.) | | | 0250 530A005 183.000 LF | 77.00000 14091.00| 60.00000 10980.00| 77.00000 14091.00 42" Roadway Pipe (Class 3 R.C.) | | | 0260 530A006 189.000 LF | 94.00000 17766.00| 75.00000 14175.00| 94.00000 17766.00 48" Roadway Pipe (Class 3 R.C.) | | | 0270 530A101 19.000 LF | 52.00000 988.00| 30.00000 570.00| 52.00000 988.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0280 600A000 LUMP| 145685.00000 145685.00| 250000.00000 250000.00| 217545.00000 217545.00 Mobilization | | | 0290 602A000 20.000 EACH| 100.00000 2000.00| 150.00000 3000.00| 100.00000 2000.00 Right Of Way Markers | | | 0300 602C000 8.000 EACH| 100.00000 800.00| 150.00000 1200.00| 100.00000 800.00 Permanent Easement Marker | | | 0310 610C001 7257.000 TON | 22.18000 160960.26| 23.00000 166911.00| 22.44000 162847.08 Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20031205002 COUNTIES : CALHOUN LETTING DATE : 12/05/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 23068 |( 3 ) 13022 |WALKER PATTON COMPANY, INC. |WAITES CONSTRUCTION COMPANY |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 610D003 6449.000 SQYD| 1.76000 11350.24| 2.00000 12898.00| 1.76000 11350.24 Filter Blanket, Geotextile | | | 0330 614A000 96.000 CUYD| 234.00000 22464.00| 215.00000 20640.00| 300.00000 28800.00 Slope Paving | | | 0340 619A002 3.000 EACH| 480.00000 1440.00| 550.00000 1650.00| 650.00000 1950.00 18" Roadway Pipe End Treatment, Class 1 | | | 0350 619A003 3.000 EACH| 625.00000 1875.00| 750.00000 2250.00| 700.00000 2100.00 24" Roadway Pipe End Treatment, Class 1 | | | 0360 619A005 2.000 EACH| 975.00000 1950.00| 1050.00000 2100.00| 1200.00000 2400.00 36" Roadway Pipe End Treatment, Class 1 | | | 0370 619A006 2.000 EACH| 1200.00000 2400.00| 1100.00000 2200.00| 1400.00000 2800.00 42" Roadway Pipe End Treatment, Class 1 | | | 0380 619A007 2.000 EACH| 1525.00000 3050.00| 1200.00000 2400.00| 1600.00000 3200.00 48" Roadway Pipe End Treatment, Class 1 | | | 0390 620A000 1.000 CUYD| 600.00000 600.00| 1000.00000 1000.00| 850.00000 850.00 Minor Structure Concrete | | | 0400 621A001 2.000 EACH| 1700.00000 3400.00| 3100.00000 6200.00| 3000.00000 6000.00 Junction Boxes, Type 1, 2P Or 5 | | | 0410 621B001 1.000 EACH| 400.00000 400.00| 650.00000 650.00| 550.00000 550.00 Junction Box Units, Type 1, 2P Or 5 | | | 0420 621C017 2.000 EACH| 2200.00000 4400.00| 3300.00000 6600.00| 3000.00000 6000.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0430 621C020 2.000 EACH| 2460.00000 4920.00| 2000.00000 4000.00| 3600.00000 7200.00 Inlets, Type Y | | | 0440 621D019 1.000 EACH| 400.00000 400.00| 550.00000 550.00| 550.00000 550.00 Inlet Units, Type Y | | | 0450 623C000 2030.000 LF | 7.15000 14514.50| 8.25000 16747.50| 20.00000 40600.00 Combination Curb & Gutter, Type C | | | 0460 634A002 320.000 LF | 12.50000 4000.00| 15.50000 4960.00| 12.50000 4000.00 Industrial Fence, 6 Feet High | | | 0470 634D007 2.000 EACH| 450.00000 900.00| 700.00000 1400.00| 450.00000 900.00 Gate, 20 Feet Wide, Complete With | | | Fittings (Without Barbed Wire) | | | 0480 650B000 6059.000 CUYD| 4.50000 27265.50| 3.00000 18177.00| 4.25000 25750.75 Topsoil From Stockpiles | | | 0490 652A050 12.000 ACRE| 500.00000 6000.00| 550.00000 6600.00| 600.00000 7200.00 Seeding (Mix 1A) | | | 0500 652A053 4.000 ACRE| 500.00000 2000.00| 550.00000 2200.00| 600.00000 2400.00 Seeding (Mix 1E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20031205002 COUNTIES : CALHOUN LETTING DATE : 12/05/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 23068 |( 3 ) 13022 |WALKER PATTON COMPANY, INC. |WAITES CONSTRUCTION COMPANY |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 652B050 4.000 ACRE| 300.00000 1200.00| 350.00000 1400.00| 400.00000 1600.00 Temporary Seeding (Mix 1AT) | | | 0520 652D050 4.000 ACRE| 400.00000 1600.00| 450.00000 1800.00| 600.00000 2400.00 Seeding In Stubble (Mix 1A) | | | 0530 654A001 201.000 SQYD| 4.50000 904.50| 5.00000 1005.00| 5.00000 1005.00 Solid Sodding (Bermuda) | | | 0540 656A000 16.000 ACRE| 450.00000 7200.00| 500.00000 8000.00| 400.00000 6400.00 Mulching, Class A, Type 1 | | | 0550 656A001 4.000 ACRE| 450.00000 1800.00| 500.00000 2000.00| 500.00000 2000.00 Mulching, Class A, Type 2 | | | 0560 659A000 2500.000 SQYD| 1.25000 3125.00| 2.00000 5000.00| 1.75000 4375.00 Erosion Control Netting, Class A | | | 0570 659A002 10662.000 SQYD| 4.00000 42648.00| 4.50000 47979.00| 5.50000 58641.00 Erosion Control Netting, Class C1 | | | 0580 665A000 14.000 ACRE| 275.00000 3850.00| 375.00000 5250.00| 400.00000 5600.00 Temporary Seeding | | | 0590 665B000 14.000 ACRE| 350.00000 4900.00| 450.00000 6300.00| 400.00000 5600.00 Temporary Mulching | | | 0600 665F000 110.000 EACH| 6.00000 660.00| 12.00000 1320.00| 15.00000 1650.00 Hay Bales | | | 0610 665G000 24.000 EACH| 3.50000 84.00| 10.00000 240.00| 6.75000 162.00 Sand Bags | | | 0620 665I000 250.000 TON | 30.00000 7500.00| 32.00000 8000.00| 30.00000 7500.00 Temporary Riprap, Class 2 | | | 0630 665J000 8190.000 LF | 1.50000 12285.00| 3.50000 28665.00| 3.50000 28665.00 Silt Fence, Type A | | | 0640 680A000 LUMP| 30000.00000 30000.00| 60000.00000 60000.00| 68400.00000 68400.00 Engineering Controls | | | 0650 701A028 3.000 MILE| 1500.00000 4500.00| 1550.00000 4650.00| 1500.00000 4500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0660 701A032 2.000 MILE| 1500.00000 3000.00| 1550.00000 3100.00| 1500.00000 3000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0670 701A041 2.000 MILE| 975.00000 1950.00| 1025.00000 2050.00| 975.00000 1950.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0680 701B009 1997.000 LF | 0.80000 1597.60| 1.00000 1997.00| 0.80000 1597.60 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20031205002 COUNTIES : CALHOUN LETTING DATE : 12/05/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 23068 |( 3 ) 13022 |WALKER PATTON COMPANY, INC. |WAITES CONSTRUCTION COMPANY |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 701C000 3.000 MILE| 500.00000 1500.00| 550.00000 1650.00| 500.00000 1500.00 Broken Temporary Traffic Stripe | | | 0700 701C001 6.000 MILE| 500.00000 3000.00| 550.00000 3300.00| 500.00000 3000.00 Solid Temporary Traffic Stripe | | | 0710 701D008 2.000 MILE| 1750.00000 3500.00| 1800.00000 3600.00| 1750.00000 3500.00 Solid Traffic Stripe Removed (Plastic) | | | 0720 701D015 2.000 MILE| 1500.00000 3000.00| 1550.00000 3100.00| 1500.00000 3000.00 Broken Traffic Stripe Removed (Plastic) | | | 0730 703A002 4824.000 SQFT| 2.50000 12060.00| 2.60000 12542.40| 2.50000 12060.00 Traffic Control Markings, Class 2, Type | | | A | | | 0740 703B002 158.000 SQFT| 3.50000 553.00| 3.75000 592.50| 3.50000 553.00 Traffic Control Legends, Class 2, Type | | | 0750 703D001 531.000 SQFT| 1.50000 796.50| 1.75000 929.25| 1.50000 796.50 Temporary Traffic Control Markings | | | 0760 705A030 106.000 EACH| 5.25000 556.50| 5.50000 583.00| 5.25000 556.50 Pavement Markers, Class A-H, Type 2-C | | | 0770 705A031 250.000 EACH| 5.25000 1312.50| 5.50000 1375.00| 5.25000 1312.50 Pavement Markers, Class A-H, Type 1-A | | | 0780 705A032 347.000 EACH| 5.25000 1821.75| 5.50000 1908.50| 5.25000 1821.75 Pavement Markers, Class A-H, Type 1-B | | | 0790 705A037 26.000 EACH| 5.25000 136.50| 5.50000 143.00| 5.25000 136.50 Pavement Markers, Class A-H, Type 2-D | | | 0800 705A038 174.000 EACH| 5.25000 913.50| 5.50000 957.00| 5.25000 913.50 Pavement Markers, Class A-H, Type 2-E | | | 0810 707B003 1.000 EACH| 140.00000 140.00| 250.00000 250.00| 160.50000 160.50 Type A Hazard Marker Installation | | | 0820 710A115 9.000 SQFT| 16.00000 144.00| 20.00000 180.00| 16.05000 144.45 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0830 710A126 23.000 SQFT| 18.00000 414.00| 29.00000 667.00| 20.33000 467.59 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0840 710B001 78.000 LF | 7.50000 585.00| 7.75000 604.50| 5.09000 397.02 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0850 713A000 25.000 LF | 110.00000 2750.00| 125.00000 3125.00| 116.60000 2915.00 Permanent Barricades | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20031205002 COUNTIES : CALHOUN LETTING DATE : 12/05/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 23068 |( 3 ) 13022 |WALKER PATTON COMPANY, INC. |WAITES CONSTRUCTION COMPANY |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 726B000 360.000 LF | 32.50000 11700.00| 50.00000 18000.00| 70.00000 25200.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0870 730C000 LUMP| 1244.00000 1244.00| 1500.00000 1500.00| 3750.00000 3750.00 Furnishing And Installing Traffic | | | Control Unit (Summerall Gate Road | | | Relocated at SR-21) | | | 0880 730E000 4.000 EACH| 2720.00000 10880.00| 3000.00000 12000.00| 1250.00000 5000.00 Metal Traffic Signal Pole Foundation | | | 0890 730G001 4.000 EACH| 3755.00000 15020.00| 4000.00000 16000.00| 3815.00000 15260.00 Metal Traffic Signal Strain Pole | | | 0900 730H001 3898.000 LF | 0.20000 779.60| 0.50000 1949.00| 3.50000 13643.00 Loop Wire | | | 0910 730I001 2621.000 LF | 0.50000 1310.50| 0.75000 1965.75| 1.00000 2621.00 Loop Detector Lead-In-Cable | | | 0920 730J010 16.000 EACH| 171.00000 2736.00| 195.00000 3120.00| 160.00000 2560.00 Vehicle Loop Detector | | | 0930 730K000 7.000 EACH| 300.00000 2100.00| 330.00000 2310.00| 275.00000 1925.00 Traffic Signal Junction Box | | | 0940 730L005 695.000 LF | 4.10000 2849.50| 4.30000 2988.50| 4.00000 2780.00 2", Non-Metallic, Conduit | | | 0950 730N010 4.000 EACH| 747.00000 2988.00| 800.00000 3200.00| 390.00000 1560.00 Luminaire Extension Assembly, 12 Feet | | | 0960 730P011 6.000 EACH| 537.00000 3222.00| 600.00000 3600.00| 715.00000 4290.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type Incandescent | | | 0970 730P013 3.000 EACH| 786.00000 2358.00| 850.00000 2550.00| 1280.00000 3840.00 Vehicular Signal Head, 12 Inch, 5 | | | section, Type Incandescent | | | 0980 730R022 1.000 EACH| 7477.00000 7477.00| 7700.00000 7700.00| 7200.00000 7200.00 Controller Assembly, Type III, 8 Phase | | | 0990 730T000 1.000 EACH| 385.00000 385.00| 500.00000 500.00| 450.00000 450.00 Wood Pole | | | 1000 740B000 815.000 SQFT| 7.00000 5705.00| 10.50000 8557.50| 13.00000 10595.00 Construction Signs | | | 1010 740D000 41.000 EACH| 55.00000 2255.00| 80.00000 3280.00| 85.00000 3485.00 Channelizing Drums | | | 1020 740E000 46.000 EACH| 12.00000 552.00| 22.00000 1012.00| 7.00000 322.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20031205002 COUNTIES : CALHOUN LETTING DATE : 12/05/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 23068 |( 3 ) 13022 |WALKER PATTON COMPANY, INC. |WAITES CONSTRUCTION COMPANY |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1030 740F002 14.000 EACH| 150.00000 2100.00| 350.00000 4900.00| 300.00000 4200.00 Barricades, Type III | | | 1040 740I005 7.000 EACH| 418.00000 2926.00| 650.00000 4550.00| 700.00000 4900.00 Warning Lights, Type B (Detachable Head | | | 1050 740M001 46.000 EACH| 6.50000 299.00| 10.00000 460.00| 5.00000 230.00 Ballast For Cone | | | 1060 741C010 1.000 EACH| 3600.00000 3600.00| 4500.00000 4500.00| 2500.00000 2500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1070 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 | $ 2,019,321.93| $ 2,239,289.35| $ 2,241,219.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,019,321.93| $ 2,239,289.35| $ 2,241,219.73 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20031205004 COUNTIES : SHELBY LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : STPHSF-I065(336) for constructing the Median Guardrail Installation on I-65 from MP 225.92 at the Chilton County line to MP 239.15. Length 13.229 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01010 ALABAMA GUARDRAIL, INC. $ 1,240,744.50 100.0000% 2 19111 SAFTEY GUIDE OF ALABAMA, L.L.C. $ 1,332,277.77 107.3773% 3 18012 THE RUTH COMPANY $ 1,543,705.85 124.4177% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20031205004 COUNTIES : SHELBY LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01010 |( 2 ) 19111 |( 3 ) 18012 |ALABAMA GUARDRAIL, INC. |SAFETY GUIDE OF ALABAMA, L. |THE RUTH COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 845.000 LF | 1.10000 929.50| 1.70000 1436.50| 1.48000 1250.60 Removing Guardrail | | | 0020 206E008 20.000 EACH| 90.00000 1800.00| 100.00000 2000.00| 150.00000 3000.00 Removing Guardrail End Anchor (All Type | | | 0030 600A000 LUMP| 2000.00000 2000.00| 90007.77000 90007.77| 17000.00000 17000.00 Mobilization | | | 0040 630A001 211.000 LF | 10.50000 2215.50| 10.00000 2110.00| 9.25000 1951.75 Steel Beam Guardrail, Class A, Type 2 | | | 0050 630A018 64363.000 LF | 18.50000 1190715.50| 18.50000 1190715.50| 22.50000 1448167.50 Steel Beam Guardrail, Class A, Type 2 | | | (Double Faced Median Barrier) | | | 0060 630C001 10.000 EACH| 550.00000 5500.00| 700.00000 7000.00| 750.00000 7500.00 Guardrail End Anchor, Type 8 | | | 0070 630C050 1.000 EACH| 1400.00000 1400.00| 2000.00000 2000.00| 1475.00000 1475.00 Guardrail End Anchor, Type 20 Series | | | 0080 631E011 1.000 EACH| 600.00000 600.00| 500.00000 500.00| 1175.00000 1175.00 Guardrail End Anchor, Type 20 Series, | | | Reset | | | 0090 680A000 LUMP| 1500.00000 1500.00| 1700.00000 1700.00| 3850.00000 3850.00 Engineering Controls | | | 0100 740B000 1448.000 SQFT| 8.00000 11584.00| 8.50000 12308.00| 12.00000 17376.00 Construction Signs | | | 0110 740D000 120.000 EACH| 62.50000 7500.00| 55.00000 6600.00| 33.00000 3960.00 Channelizing Drums | | | 0120 741C010 2.000 EACH| 1500.00000 3000.00| 1950.00000 3900.00| 6000.00000 12000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0130 742A001 2.000 EACH| 6000.00000 12000.00| 6000.00000 12000.00| 12500.00000 25000.00 Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 1,240,744.50| $ 1,332,277.77| $ 1,543,705.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,240,744.50| $ 1,332,277.77| $ 1,543,705.85 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20031205005 COUNTIES : CULLMAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 CONTRACT TIME : 500 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : NCPD-STPOAF-0074(501) for constructing the Additional Lanes (Grade, Drainage, Pavement, Signing, Signals and UST Removals) on S.R.#74 (U.S.#278) from I-65 to Main Street in Cullman. Length - 2.720 km. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18037 REED CONTRACTING SERVICES, INC. $ 6,418,150.63 100.0000% 2 08077 HASTINGS GENERAL CONTRACTING, INC. $ 6,997,621.92 109.0286% 3 20047 T & K CONSTRUCTION, L.L.C. $ 7,995,995.95 124.5841% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20031205005 COUNTIES : CULLMAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 08077 |( 3 ) 20047 |REED CONTRACTING SERVICES, |HASTINGS GENERAL CONTRACTIN |T & K CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001M LUMP| 81000.00000 81000.00| 119000.00000 119000.00| 103500.00000 103500.00 Clearing And Grubbing (Maximum | | | Allowable Bid $7400 Per | | | Hectare)(Approximately 17 Hectares) | | | 0020 205A001M 1.000 EACH| 756.00000 756.00| 1000.00000 1000.00| 500.00000 500.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002M 1.000 EACH| 756.00000 756.00| 1000.00000 1000.00| 500.00000 500.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003M 1.000 EACH| 3100.00000 3100.00| 1000.00000 1000.00| 100.00000 100.00 Removal Of Structures, Structure No. 3 | | | 0050 205A004M 1.000 EACH| 3570.00000 3570.00| 1000.00000 1000.00| 100.00000 100.00 Removal Of Structures, Structure No. 4 | | | 0060 205A005M 1.000 EACH| 3570.00000 3570.00| 1000.00000 1000.00| 100.00000 100.00 Removal Of Structures, Structure No. 5 | | | 0070 205A006M 1.000 EACH| 8767.00000 8767.00| 50000.00000 50000.00| 25000.00000 25000.00 Removal Of Structures, Structure No. 6 | | | 0080 205A008M 1.000 EACH| 6195.00000 6195.00| 5000.00000 5000.00| 15000.00000 15000.00 Removal Of Structures, Structure No. 8 | | | 0090 205A009M 1.000 EACH| 7160.00000 7160.00| 5000.00000 5000.00| 15000.00000 15000.00 Removal Of Structures, Structure No. 9 | | | 0100 205A010M 1.000 EACH| 5500.00000 5500.00| 85000.00000 85000.00| 15000.00000 15000.00 Removal Of Structures, Structure No. 10 | | | 0110 205A011M 1.000 EACH| 29200.00000 29200.00| 50000.00000 50000.00| 20000.00000 20000.00 Removal Of Structures, Structure No. 11 | | | 0120 205A012M 1.000 EACH| 4400.00000 4400.00| 40000.00000 40000.00| 10000.00000 10000.00 Removal Of Structures, Structure No. 12 | | | 0130 205A015M 1.000 EACH| 7875.00000 7875.00| 5000.00000 5000.00| 15000.00000 15000.00 Removal Of Structures, Structure No. 15 | | | 0140 205A016M 1.000 EACH| 600.00000 600.00| 500.00000 500.00| 2000.00000 2000.00 Removal Of Structures, Structure No. 16 | | | 0150 205A017M 1.000 EACH| 200.00000 200.00| 500.00000 500.00| 2000.00000 2000.00 Removal Of Structures, Structure No. 17 | | | 0160 205A018M 1.000 EACH| 200.00000 200.00| 500.00000 500.00| 2000.00000 2000.00 Removal Of Structures, Structure No. 18 | | | 0170 205A019M 1.000 EACH| 200.00000 200.00| 500.00000 500.00| 2000.00000 2000.00 Removal Of Structures, Structure No. 19 | | | 0180 205A020M 1.000 EACH| 820.00000 820.00| 500.00000 500.00| 2000.00000 2000.00 Removal Of Structures, Structure No. 20 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20031205005 COUNTIES : CULLMAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 08077 |( 3 ) 20047 |REED CONTRACTING SERVICES, |HASTINGS GENERAL CONTRACTIN |T & K CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0181 205A021M 1.000 EACH| 820.00000 820.00| 3000.00000 3000.00| 150.00000 150.00 Removal Of Structures, Structure No. 21 | | | 0182 205A022M 1.000 EACH| 11130.00000 11130.00| 1000.00000 1000.00| 150.00000 150.00 Removal Of Structures, Structure No. 22 | | | 0183 205A023M 1.000 EACH| 560.00000 560.00| 1000.00000 1000.00| 150.00000 150.00 Removal Of Structures, Structure No. 23 | | | 0184 205A024M 1.000 EACH| 560.00000 560.00| 1000.00000 1000.00| 150.00000 150.00 Removal Of Structures, Structure No. 24 | | | 0185 205A025M 1.000 EACH| 560.00000 560.00| 1000.00000 1000.00| 150.00000 150.00 Removal Of Structures, Structure No. 25 | | | 0190 206B000M LUMP| 4700.00000 4700.00| 5000.00000 5000.00| 15000.00000 15000.00 Removal Of Old Box Culvert, Station | | | 21+10 | | | 0200 206B001M LUMP| 4800.00000 4800.00| 2000.00000 2000.00| 20000.00000 20000.00 Removal Of Old Box Culvert, Station | | | 20+86 | | | 0210 206B002M LUMP| 3500.00000 3500.00| 2000.00000 2000.00| 20000.00000 20000.00 Removal Of Old Box Culvert, Station | | | 29+52 | | | 0220 206C000M 3214.000 M2 | 3.40000 10927.60| 4.00000 12856.00| 10.00000 32140.00 Removing Concrete Sidewalk | | | 0230 206C001M 2669.000 M2 | 6.00000 16014.00| 4.00000 10676.00| 15.00000 40035.00 Removing Concrete Pavement | | | 0240 206C010M 151.000 M2 | 8.00000 1208.00| 2.00000 302.00| 15.00000 2265.00 Removing Concrete Driveway | | | 0250 206C017M 55.000 M2 | 7.64000 420.20| 2.00000 110.00| 15.00000 825.00 Removing Concrete Pad | | | 0260 206D000M 1245.000 M | 11.70000 14566.50| 2.00000 2490.00| 25.00000 31125.00 Removing Pipe | | | 0270 206D003M 2178.000 M | 6.87000 14962.86| 2.00000 4356.00| 25.00000 54450.00 Removing Curb And Gutter | | | 0280 206E000M 7.000 EACH| 235.00000 1645.00| 50.00000 350.00| 1000.00000 7000.00 Removing Headwalls | | | 0290 206E001M 12.000 EACH| 365.00000 4380.00| 50.00000 600.00| 1250.00000 15000.00 Removing Inlets | | | 0300 206E002M 8.000 EACH| 320.00000 2560.00| 100.00000 800.00| 1250.00000 10000.00 Removing Junction Boxes | | | 0310 210A000M 59638.000 M3 | 8.20000 489031.60| 6.50000 387647.00| 12.50000 745475.00 Unclassified Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20031205005 COUNTIES : CULLMAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 08077 |( 3 ) 20047 |REED CONTRACTING SERVICES, |HASTINGS GENERAL CONTRACTIN |T & K CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 210D000M 6500.000 M3 | 9.65000 62725.00| 8.00000 52000.00| 26.00000 169000.00 Borrow Excavation | | | 0330 210D011M 1500.000 M3 | 13.85000 20775.00| 14.00000 21000.00| 30.00000 45000.00 Borrow Excavation (A-4 Or Better) | | | 0340 214A000M 4009.000 M3 | 7.00000 28063.00| 20.00000 80180.00| 20.00000 80180.00 Structure Excavation | | | 0350 214B000M 4385.000 M3 | 13.00000 57005.00| 13.00000 57005.00| 19.61000 85989.85 Foundation Backfill, Local | | | 0360 230A000M 31.000 RBST| 1148.00000 35588.00| 600.00000 18600.00| 863.00000 26753.00 Roadbed Processing | | | 0370 246A000M 116.000 M3 | 235.00000 27260.00| 60.00000 6960.00| 175.00000 20300.00 Gabions | | | 0380 250B000M 666.000 M3 | 350.00000 233100.00| 80.00000 53280.00| 100.00000 66600.00 Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0390 250C000M 8.000 EACH| 6000.00000 48000.00| 5000.00000 40000.00| 5200.00000 41600.00 Underground Storage Tank Removal | | | (Specialty Item) | | | 0400 250N000M 1550.000 L | 0.95000 1472.50| 1.55000 2402.50| 0.60000 930.00 Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | 0410 260A000M 175.000 CU M| 145.00000 25375.00| 90.00000 15750.00| 175.00000 30625.00 Cement Mortar Flowable Backfill, Mix 1 | | | 0420 301A012M 73330.000 M2 | 4.65000 340984.50| 6.00000 439980.00| 6.10000 447313.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0430 305B060M 58.000 MTON| 14.50000 841.00| 16.00000 928.00| 50.00000 2900.00 Crushed Aggregate, Section 825, FOR | | | MISCELLANEOUS USE | | | 0440 305B061M 59.000 MTON| 19.00000 1121.00| 16.00000 944.00| 50.00000 2950.00 Coarse Aggregate, Section 801, (ALDOT | | | NO.410 MODIFIED), FOR | | | 0450 401A000M 69914.000 M2 | 0.85000 59426.90| 0.70000 48939.80| 0.38000 26567.32 Bituminous Treatment A | | | 0460 405A000M 25379.000 L | 0.60000 15227.40| 0.40000 10151.60| 0.33000 8375.07 Tack Coat | | | 0470 408A052M 630.000 M2 | 4.00000 2520.00| 3.40000 2142.00| 3.98000 2507.40 Planing Existing Pavement | | | (Approximately 26 mm Thru 50 mm Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20031205005 COUNTIES : CULLMAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 08077 |( 3 ) 20047 |REED CONTRACTING SERVICES, |HASTINGS GENERAL CONTRACTIN |T & K CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 410B000M 1.000 EACH| 2000.00000 2000.00| 10600.00000 10600.00| 2750.00000 2750.00 State Furnished Profilograph | | | 0490 410F007M 1.000 EACH| 24000.00000 24000.00| 27560.00000 27560.00| 30000.00000 30000.00 Laboratory Test Equipment, Gyratory | | | Compactor | | | 0500 424A361M 5823.000 MTON| 43.50000 253300.50| 52.64000 306522.72| 41.97000 244391.31 Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0510 424B651M 9251.000 MTON| 38.50000 356163.50| 41.78000 386506.78| 34.16000 316014.16 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0520 424B659M 130.000 MTON| 58.00000 7540.00| 80.27000 10435.10| 34.16000 4440.80 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,25.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0530 424B681M 6528.000 MTON| 37.25000 243168.00| 37.70000 246105.60| 34.16000 222996.48 Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0540 424B689M 293.000 MTON| 53.00000 15529.00| 69.20000 20275.60| 34.16000 10008.88 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,25.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0550 424C361M 11066.000 MTON| 34.80000 385096.80| 38.97000 431242.02| 34.03000 376575.98 Superpave Bituminous Concrete Base | | | Layer, 37.5mm Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0560 424C371M 89.000 MTON| 58.00000 5162.00| 114.77000 10214.53| 34.03000 3028.67 Superpave Bituminous Concrete Base | | | Layer, Widening, 37.5 Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0570 428C000M 216.000 M | 40.00000 8640.00| 23.32000 5037.12| 19.65000 4244.40 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0580 430B045M 123.000 MTON| 19.00000 2337.00| 25.00000 3075.00| 25.00000 3075.00 Aggregate Surfacing (ALDOT #410 | | | Modified, #467, Or #810) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20031205005 COUNTIES : CULLMAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 08077 |( 3 ) 20047 |REED CONTRACTING SERVICES, |HASTINGS GENERAL CONTRACTIN |T & K CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 450A013M 65.000 M2 | 70.00000 4550.00| 200.00000 13000.00| 100.00000 6500.00 Plain Cement Concrete Pavement, 150 | | | Millimeter Thick | | | 0600 502A000M 43727.000 KG | 1.30000 56845.10| 1.20000 52472.40| 1.25000 54658.75 Steel Reinforcement | | | 0610 505I000M 700.000 M2 | 20.00000 14000.00| 30.00000 21000.00| 60.00000 42000.00 Temporary Steel Sheet Piling | | | 0620 524A011M 319.000 M3 | 400.00000 127600.00| 340.00000 108460.00| 440.00000 140360.00 Culvert Concrete (Cast In Place) | | | 0630 524A012M 91.000 M3 | 590.00000 53690.00| 460.00000 41860.00| 670.00000 60970.00 Culvert Concrete (Precast) | | | 0640 524B011M 13.000 M3 | 632.00000 8216.00| 500.00000 6500.00| 680.00000 8840.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0650 529A010M 57.000 M2 | 453.00000 25821.00| 400.00000 22800.00| 600.00000 34200.00 Retaining Wall | | | 0660 530A002M 1706.000 M | 83.00000 141598.00| 102.00000 174012.00| 149.00000 254194.00 600 mm Roadway Pipe (Class 3 R.C.) | | | 0670 530A003M 329.000 M | 119.00000 39151.00| 145.00000 47705.00| 175.00000 57575.00 750 mm Roadway Pipe (Class 3 R.C.) | | | 0680 530A004M 675.000 M | 139.00000 93825.00| 180.00000 121500.00| 196.00000 132300.00 900 mm Roadway Pipe (Class 3 R.C.) | | | 0690 530A005M 286.000 M | 206.00000 58916.00| 190.00000 54340.00| 235.00000 67210.00 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0700 530A007M 133.000 M | 300.00000 39900.00| 360.00000 47880.00| 875.00000 116375.00 1350 mm Roadway Pipe (Class 3 R.C.) | | | 0710 530A915M 7.000 M | 168.00000 1176.00| 125.00000 875.00| 165.00000 1155.00 600 mm Roadway Pipe (2.0 mm Wall | | | Thickness C.C.S.) | | | 0720 530A917M 8.000 M | 210.00000 1680.00| 165.00000 1320.00| 175.00000 1400.00 900 mm Roadway Pipe(2.0 mm Wall | | | Thickness C.C.S.) | | | 0730 530B005M 198.000 M | 305.00000 60390.00| 260.00000 51480.00| 307.00000 60786.00 1300 mm Span X 795 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0740 600A000M LUMP| 279350.00000 279350.00| 600000.00000 600000.00| 720258.50000 720258.50 Mobilization | | | 0750 601A000M 1.000 EACH| 10545.00000 10545.00| 30000.00000 30000.00| 12500.00000 12500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20031205005 COUNTIES : CULLMAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 08077 |( 3 ) 20047 |REED CONTRACTING SERVICES, |HASTINGS GENERAL CONTRACTIN |T & K CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 602A000M 100.000 EACH| 100.00000 10000.00| 200.00000 20000.00| 200.00000 20000.00 Right Of Way Markers | | | 0770 603A002M 1.000 EACH| 27000.00000 27000.00| 45000.00000 45000.00| 32500.00000 32500.00 Furnishing Type 3 Field Office | | | 0780 610C001M 4892.000 MTON| 17.00000 83164.00| 18.00000 88056.00| 23.50000 114962.00 Loose Riprap, Class 2 | | | 0790 610D003M 3224.000 M2 | 2.48000 7995.52| 3.00000 9672.00| 3.50000 11284.00 Filter Blanket, Geotextile | | | 0800 614A000M 100.000 M3 | 295.00000 29500.00| 300.00000 30000.00| 300.00000 30000.00 Slope Paving | | | 0810 618A000M 3523.000 M2 | 35.00000 123305.00| 28.00000 98644.00| 32.30000 113792.90 Concrete Sidewalk, 100 mm Thick | | | 0820 618B003M 607.000 M2 | 37.00000 22459.00| 40.00000 24280.00| 53.90000 32717.30 Concrete Driveway, 150 mm Thick | | | (Includes Wire Mesh) | | | 0830 619A003M 9.000 EACH| 622.20000 5599.80| 500.00000 4500.00| 850.00000 7650.00 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0840 619A004M 2.000 EACH| 900.00000 1800.00| 500.00000 1000.00| 800.00000 1600.00 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0850 619A005M 4.000 EACH| 1100.00000 4400.00| 750.00000 3000.00| 950.00000 3800.00 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0860 619A008M 1.000 EACH| 1325.00000 1325.00| 1400.00000 1400.00| 1675.00000 1675.00 1350 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0870 619A053M 2.000 EACH| 1525.00000 3050.00| 600.00000 1200.00| 1400.00000 2800.00 600 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0880 619A058M 1.000 EACH| 1995.00000 1995.00| 1900.00000 1900.00| 2250.00000 2250.00 1350 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0890 620A000M 24.000 M3 | 350.00000 8400.00| 400.00000 9600.00| 1200.00000 28800.00 Minor Structure Concrete | | | 0900 621A000M 6.000 EACH| 1200.00000 7200.00| 1600.00000 9600.00| 2600.00000 15600.00 Junction Boxes, Type 1, 1P Or 5 | | | 0910 621A001M 5.000 EACH| 1300.00000 6500.00| 1600.00000 8000.00| 2300.00000 11500.00 Junction Boxes, Type 1, 2P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 005 -8 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20031205005 COUNTIES : CULLMAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 08077 |( 3 ) 20047 |REED CONTRACTING SERVICES, |HASTINGS GENERAL CONTRACTIN |T & K CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0920 621A010M 1.000 EACH| 1200.00000 1200.00| 1600.00000 1600.00| 2100.00000 2100.00 Junction Boxes, Type 3 | | | 0930 621A017M 4.000 EACH| 1800.00000 7200.00| 1600.00000 6400.00| 2700.00000 10800.00 Junction Boxes, Type 4, 2P Or 5 | | | 0940 621A058M 1.000 EACH| 1450.00000 1450.00| 4000.00000 4000.00| 3900.00000 3900.00 Junction Boxes,Type 3 (Modified) | | | 0950 621B001M 3.000 EACH| 650.00000 1950.00| 600.00000 1800.00| 500.00000 1500.00 Junction Box Units, Type 1, 2P Or 5 | | | 0960 621B019M 3.000 EACH| 650.00000 1950.00| 600.00000 1800.00| 700.00000 2100.00 Junction Box Units, Type 4, 2P Or 5 | | | 0970 621C001M 3.000 EACH| 1250.00000 3750.00| 1500.00000 4500.00| 1900.00000 5700.00 Inlets, Type B | | | 0980 621C002M 9.000 EACH| 1200.00000 10800.00| 1500.00000 13500.00| 1800.00000 16200.00 Inlets, Type C, P1 Or P3 | | | 0990 621C008M 1.000 EACH| 2400.00000 2400.00| 4000.00000 4000.00| 4000.00000 4000.00 Inlets, Type E | | | 1000 621C015M 57.000 EACH| 1800.00000 102600.00| 1600.00000 91200.00| 2125.00000 121125.00 Inlets, Type S1 Or S3 (1 Wing) | | | 1010 621C016M 30.000 EACH| 2200.00000 66000.00| 1800.00000 54000.00| 2375.00000 71250.00 Inlets, Type S2 Or S4 (1 Wing) | | | 1020 621C017M 6.000 EACH| 2200.00000 13200.00| 1800.00000 10800.00| 2500.00000 15000.00 Inlets, Type S1 Or S3 (2 Wing) | | | 1030 621C018M 2.000 EACH| 2500.00000 5000.00| 2000.00000 4000.00| 2500.00000 5000.00 Inlets, Type S2 Or S4 (2 Wing) | | | 1040 621C145M 2.000 EACH| 1600.00000 3200.00| 6000.00000 12000.00| 2000.00000 4000.00 Inlets, Type Special Drop (Type 1) | | | 1050 621D008M 1.000 EACH| 550.00000 550.00| 400.00000 400.00| 500.00000 500.00 Inlet Units, Type E | | | 1060 621D015M 69.000 EACH| 525.00000 36225.00| 450.00000 31050.00| 475.00000 32775.00 Inlet Units, Type S1 Or S3 | | | 1070 621D016M 26.000 EACH| 600.00000 15600.00| 450.00000 11700.00| 475.00000 12350.00 Inlet Units, Type S2 Or S4 | | | 1080 621D022M 9.000 EACH| 725.00000 6525.00| 600.00000 5400.00| 500.00000 4500.00 Inlet Units, Type C, P1 Or P3 | | | 1090 621E015M 30.000 EACH| 1900.00000 57000.00| 2400.00000 72000.00| 2011.40000 60342.00 Manholes, Type M (Sanitary) | | | 1100 621F002M 21.000 EACH| 190.00000 3990.00| 75.00000 1575.00| 219.40000 4607.40 Manhole Units, Type M (Sanitary) | | | 1110 621I000M 1.000 EACH| 2000.00000 2000.00| 6500.00000 6500.00| 3500.00000 3500.00 Stilling Basins, Type 00 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 005 -9 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20031205005 COUNTIES : CULLMAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 08077 |( 3 ) 20047 |REED CONTRACTING SERVICES, |HASTINGS GENERAL CONTRACTIN |T & K CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1120 621I003M 1.000 EACH| 2000.00000 2000.00| 9000.00000 9000.00| 9500.00000 9500.00 Stilling Basins, Type 3 | | | 1130 622A000M 15.000 EACH| 200.00000 3000.00| 150.00000 2250.00| 853.30000 12799.50 Manhole Covers Reset | | | 1140 623A000M 939.000 M | 53.25000 50001.75| 54.00000 50706.00| 49.22000 46217.58 Concrete Gutter | | | 1150 623B000M 202.000 M | 29.00000 5858.00| 30.00000 6060.00| 26.25000 5302.50 Concrete Curb, Type N | | | 1160 623B001M 72.000 M | 145.00000 10440.00| 132.00000 9504.00| 131.66000 9479.52 Concrete Curb, Type N Special | | | 1170 623C000M 5799.000 M | 30.00000 173970.00| 31.00000 179769.00| 27.07000 156978.93 Combination Curb & Gutter, Type C | | | 1180 630A001M 241.000 M | 46.00000 11086.00| 49.00000 11809.00| 42.50000 10242.50 Steel Beam Guardrail, Class A, Type 2 | | | 1190 630A033M 130.000 M | 48.00000 6240.00| 49.00000 6370.00| 44.00000 5720.00 Steel Beam Guardrail, Class A, Type 2 | | | (2.13m Post) | | | 1200 630C050M 8.000 EACH| 1215.00000 9720.00| 1300.00000 10400.00| 1125.00000 9000.00 Guardrail End Anchor, Type 20 Series | | | 1210 634A001M 231.000 M | 40.00000 9240.00| 36.00000 8316.00| 36.00000 8316.00 Industrial Fence, 1.52 Meters High | | | 1220 634B000M 620.000 M | 30.00000 18600.00| 28.00000 17360.00| 28.00000 17360.00 Industrial Fence, 1.83 Meters High Plus | | | Barbed Wire (45 Degree Arms) | | | 1230 634D001M 2.000 EACH| 450.00000 900.00| 450.00000 900.00| 400.00000 800.00 Gate, 4.87 M Wide, Complete With | | | Fittings (With Barbed Wire) | | | 1240 640A005M 87.000 M | 200.00000 17400.00| 180.00000 15660.00| 146.30000 12728.10 Underground Utility Adjustment (Water) | | | 1250 641A001M 900.000 M | 35.00000 31500.00| 32.00000 28800.00| 15.80000 14220.00 19.05 Millimeter Copper Water Pipe Laid | | | (Type K) | | | 1260 641A002M 250.000 M | 48.00000 12000.00| 52.50000 13125.00| 15.80000 3950.00 25.4 Millimeter Copper Water Pipe Laid | | | (Type K) | | | 1270 641A046M 243.000 M | 40.00000 9720.00| 120.00000 29160.00| 76.80000 18662.40 50.8 Millimeter P.V.C. Water Main Laid | | | 1280 641A049M 508.000 M | 42.00000 21336.00| 105.00000 53340.00| 107.30000 54508.40 152.4 Millimeter P.V.C. Water Main Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 005 -10 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20031205005 COUNTIES : CULLMAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 08077 |( 3 ) 20047 |REED CONTRACTING SERVICES, |HASTINGS GENERAL CONTRACTIN |T & K CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1290 641A052M 168.000 M | 47.00000 7896.00| 135.00000 22680.00| 128.00000 21504.00 203.2 Millimeter P.V.C. Water Main Laid | | | 1300 641A064M 1484.000 M | 68.00000 100912.00| 120.00000 178080.00| 115.80000 171847.20 304.8 Millimeter P.V.C. Water Main Laid | | | 1310 641J000M 8.000 EACH| 2375.00000 19000.00| 2200.00000 17600.00| 1950.40000 15603.20 Fire Hydrant | | | 1320 642A000M 5.000 EACH| 1200.00000 6000.00| 1760.00000 8800.00| 1401.90000 7009.50 Fire Hydrant Reset | | | 1330 643A000M 70.000 EACH| 250.00000 17500.00| 250.00000 17500.00| 243.80000 17066.00 Water Meters Reset | | | 1340 645A020M 790.000 M | 140.50000 110995.00| 220.00000 173800.00| 310.80000 245532.00 203.2 Millimeter P.V.C. Sanitary Sewer | | | Pipe | | | 1350 645A021M 190.000 M | 250.00000 47500.00| 300.00000 57000.00| 274.60000 52174.00 254 Millimeter P.V.C. Sanitary Sewer | | | Pipe | | | 1353 649A006M 66.000 M | 355.00000 23430.00| 200.00000 13200.00| 128.30000 8467.80 254 Millimeter Encasement Pipe, Type 1 | | | Installation | | | 1355 649A007M 35.000 M | 375.00000 13125.00| 300.00000 10500.00| 135.80000 4753.00 304.8 Millimeter Encasement Pipe, Type | | | 1 Installation | | | 1360 649A020M 39.000 M | 665.00000 25935.00| 279.00000 10881.00| 360.10000 14043.90 152.4 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1390 649A033M 150.000 M | 1165.00000 174750.00| 689.00000 103350.00| 710.30000 106545.00 406.4 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1403 649A046M 200.000 M | 420.00000 84000.00| 350.00000 70000.00| 139.90000 27980.00 508 Millimeter Encasement Pipe, Type 1 | | | Installation | | | 1410 650A000M 1609.000 M3 | 12.65000 20353.85| 6.00000 9654.00| 18.00000 28962.00 Topsoil | | | 1420 650B000M 4023.000 M3 | 10.00000 40230.00| 6.00000 24138.00| 15.00000 60345.00 Topsoil From Stockpiles | | | 1430 652B050M 5.000 HA | 900.00000 4500.00| 2400.00000 12000.00| 885.00000 4425.00 Temporary Seeding (Mix 1AT) | | | 1440 652D050M 5.000 HA | 1063.00000 5315.00| 2400.00000 12000.00| 1750.00000 8750.00 Seeding In Stubble (Mix 1A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 005 -11 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20031205005 COUNTIES : CULLMAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 08077 |( 3 ) 20047 |REED CONTRACTING SERVICES, |HASTINGS GENERAL CONTRACTIN |T & K CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1450 654A000M 311.000 M2 | 4.50000 1399.50| 7.00000 2177.00| 6.00000 1866.00 Solid Sodding | | | 1460 656A000M 5.000 HA | 1000.00000 5000.00| 2400.00000 12000.00| 1050.00000 5250.00 Mulching, Class A, Type 1 | | | 1470 659A000M 3477.000 M2 | 1.95000 6780.15| 3.75000 13038.75| 1.85000 6432.45 Erosion Control Netting, Class A | | | 1480 665F000M 560.000 EACH| 5.00000 2800.00| 5.00000 2800.00| 5.00000 2800.00 Hay Bales | | | 1490 665G000M 480.000 EACH| 22.00000 10560.00| 4.00000 1920.00| 5.00000 2400.00 Sand Bags | | | 1500 665I000M 190.000 MTON| 18.00000 3420.00| 10.80000 2052.00| 35.00000 6650.00 Temporary Riprap, Class 2 | | | 1510 665J000M 14650.000 M | 6.80000 99620.00| 8.50000 124525.00| 13.50000 197775.00 Silt Fence, Type A | | | 1520 680A000M LUMP| 70200.00000 70200.00| 140000.00000 140000.00| 150000.00000 150000.00 Engineering Controls | | | 1530 701A028M 1.000 KM | 972.00000 972.00| 978.00000 978.00| 963.00000 963.00 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 1540 701A037M 8.000 KM | 1270.00000 10160.00| 978.00000 7824.00| 963.00000 7704.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1550 701A041M 5.000 KM | 650.00000 3250.00| 603.00000 3015.00| 573.00000 2865.00 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1560 701A046M 2.000 KM | 650.00000 1300.00| 603.00000 1206.00| 573.00000 1146.00 Broken Yellow, Class 2 ,Type A , | | | Traffic Stripe (2.3 mm Thick)(150 mm | | | Wide) | | | 1570 701B006M 440.000 M | 3.80000 1672.00| 2.46000 1082.40| 2.46000 1082.40 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 1580 701C000M 3.000 KM | 325.00000 975.00| 273.00000 819.00| 279.00000 837.00 Broken Temporary Traffic Stripe | | | 1590 701C001M 34.000 KM | 400.00000 13600.00| 348.00000 11832.00| 279.00000 9486.00 Solid Temporary Traffic Stripe | | | 1600 701D007M 3.000 KM | 1512.00000 4536.00| 1090.00000 3270.00| 1090.00000 3270.00 Solid Traffic Stripe Removed (Paint) | | | 1610 701D008M 26.000 KM | 1945.00000 50570.00| 1090.00000 28340.00| 1090.00000 28340.00 Solid Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 005 -12 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20031205005 COUNTIES : CULLMAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 08077 |( 3 ) 20047 |REED CONTRACTING SERVICES, |HASTINGS GENERAL CONTRACTIN |T & K CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1620 703A002M 354.000 M2 | 50.00000 17700.00| 25.25000 8938.50| 25.25000 8938.50 Traffic Control Markings, Class 2, Type | | | A | | | 1630 703B002M 45.000 M2 | 60.00000 2700.00| 35.00000 1575.00| 35.00000 1575.00 Traffic Control Legends, Class 2, Type | | | 1640 703D001M 894.000 M2 | 18.50000 16539.00| 14.00000 12516.00| 14.00000 12516.00 Temporary Traffic Control Markings | | | 1650 705A011M 52.000 EACH| 6.75000 351.00| 5.25000 273.00| 5.25000 273.00 Pavement Markers, Class C, Type 1-A | | | 1660 705A012M 90.000 EACH| 6.75000 607.50| 5.25000 472.50| 5.25000 472.50 Pavement Markers, Class C, Type 1-B | | | 1670 705A024M 60.000 EACH| 6.75000 405.00| 5.25000 315.00| 5.25000 315.00 Pavement Markers, Class C, Type 2-E | | | 1680 705A030M 1405.000 EACH| 6.75000 9483.75| 5.50000 7727.50| 5.50000 7727.50 Pavement Markers, Class A-H, Type 2-C | | | 1690 705A031M 306.000 EACH| 6.75000 2065.50| 5.50000 1683.00| 5.50000 1683.00 Pavement Markers, Class A-H, Type 1-A | | | 1700 705A032M 169.000 EACH| 6.75000 1140.75| 5.50000 929.50| 5.50000 929.50 Pavement Markers, Class A-H, Type 1-B | | | 1710 705A037M 736.000 EACH| 6.50000 4784.00| 5.50000 4048.00| 5.50000 4048.00 Pavement Markers, Class A-H, Type 2-D | | | 1720 707B003M 1.000 EACH| 513.00000 513.00| 150.00000 150.00| 250.00000 250.00 Type A Hazard Marker Installation | | | 1730 707G000M 6.000 EACH| 190.00000 1140.00| 175.00000 1050.00| 100.00000 600.00 Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 1740 710A115M 24.000 M2 | 180.00000 4320.00| 161.50000 3876.00| 140.00000 3360.00 Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 1750 710A125M 4.000 M2 | 210.00000 840.00| 183.00000 732.00| 140.00000 560.00 Class 7,Aluminum Flat Sign Panels 2. | | | 032MM Thick Or Steel Flat Sign Panels 1.| | | 897MM Thick(Type IV,VII,VIII Or IX Bkgd.| | | ) | | | 1760 710A126M 4.000 SQ M| 210.00000 840.00| 183.00000 732.00| 161.00000 644.00 Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 005 -13 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20031205005 COUNTIES : CULLMAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 08077 |( 3 ) 20047 |REED CONTRACTING SERVICES, |HASTINGS GENERAL CONTRACTIN |T & K CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1770 710B001M 141.000 M | 21.70000 3059.70| 16.00000 2256.00| 18.00000 2538.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1780 713A000M 24.000 M | 200.00000 4800.00| 600.00000 14400.00| 325.00000 7800.00 Permanent Barricades | | | 1790 726A000M 52.000 M | 90.00000 4680.00| 60.00000 3120.00| 355.00000 18460.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1800 726A001M 12.000 M | 120.00000 1440.00| 72.00000 864.00| 500.00000 6000.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1810 726D020M 4.000 EACH| 5355.00000 21420.00| 2000.00000 8000.00| 7500.00000 30000.00 Portable Impact Attenuator Assembly | | | (Unidirectional, TL-2) | | | 1820 730A000M LUMP| 1685.00000 1685.00| 1560.00000 1560.00| 300.00000 300.00 Removal Of Existing Traffic Control | | | Unit (HWY 278 @ ROSEMONT AVE) | | | 1830 730A001M LUMP| 1685.00000 1685.00| 1560.00000 1560.00| 500.00000 500.00 Removal Of Existing Traffic Control | | | Unit (HWY 278 @ MAIN AVE) | | | 1840 730A002M LUMP| 1685.00000 1685.00| 1560.00000 1560.00| 500.00000 500.00 Removal Of Existing Traffic Control | | | Unit (HWY 278 @ MORGAN AVE) | | | 1850 730C001M LUMP| 3780.00000 3780.00| 3500.00000 3500.00| 1577.00000 1577.00 Furnishing And Installing Traffic | | | Control Unit ( HWY 278 @ MAIN AVE) | | | 1860 730E000M 2.000 EACH| 2875.00000 5750.00| 2500.00000 5000.00| 2488.00000 4976.00 Metal Traffic Signal Pole Foundation | | | 1870 730F000M 2.000 EACH| 3780.00000 7560.00| 3500.00000 7000.00| 6517.00000 13034.00 Metal Traffic Signal Pole With 9.5 MAST | | | ARM ASSEMBLY | | | 1880 730H001M 288.000 M | 10.80000 3110.40| 10.00000 2880.00| 4.20000 1209.60 Loop Wire | | | 1890 730I001M 434.000 M | 5.00000 2170.00| 4.00000 1736.00| 7.50000 3255.00 Loop Dectector Lead-In-Cable | | | 1900 730J010M 12.000 EACH| 173.00000 2076.00| 160.00000 1920.00| 175.00000 2100.00 Vehicle Loop Detector | | | 1910 730K000M 6.000 EACH| 297.00000 1782.00| 275.00000 1650.00| 300.00000 1800.00 Traffic Signal Junction Box | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 005 -14 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20031205005 COUNTIES : CULLMAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 08077 |( 3 ) 20047 |REED CONTRACTING SERVICES, |HASTINGS GENERAL CONTRACTIN |T & K CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1920 730L002M 322.000 M | 13.00000 4186.00| 12.00000 3864.00| 6.50000 2093.00 27Millimeter Metallic, Conduit | | | 1930 730L003M 63.000 M | 13.00000 819.00| 12.00000 756.00| 6.00000 378.00 27 Millimeter Non-Metallic, Conduit | | | 1940 730L005M 161.000 M | 13.00000 2093.00| 12.00000 1932.00| 12.30000 1980.30 53 Millimeter Non-Metallic, Conduit | | | 1950 730N010M 2.000 EACH| 810.00000 1620.00| 750.00000 1500.00| 747.00000 1494.00 Luminaire Extension Assembly, 3.7M | | | 1960 730P011M 4.000 EACH| 525.00000 2100.00| 485.00000 1940.00| 571.00000 2284.00 Vehicular Signal Head, 300 Millimeter 3 | | | Section, Type Incandescent | | | 1970 730P013M 4.000 EACH| 980.00000 3920.00| 850.00000 3400.00| 832.00000 3328.00 Vehicular Signal Head, 300 Millimeter, | | | 5 Section, Type Incandescent | | | 1980 730R022M 1.000 EACH| 8100.00000 8100.00| 7500.00000 7500.00| 7500.00000 7500.00 Controller Assembly, Type III, 8 Phase | | | 1990 730T000M 3.000 EACH| 540.00000 1620.00| 500.00000 1500.00| 385.00000 1155.00 Wood Pole | | | 2000 730Y100M LUMP| 4200.00000 4200.00| 3500.00000 3500.00| 3050.00000 3050.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign | | | 2010 730Y101M LUMP| 4100.00000 4100.00| 3500.00000 3500.00| 3050.00000 3050.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign | | | 2020 740B000M 256.000 M2 | 114.00000 29184.00| 86.00000 22016.00| 75.00000 19200.00 Construction Signs | | | 2030 740C000M 11.000 M2 | 114.00000 1254.00| 96.00000 1056.00| 86.00000 946.00 Special Construction Signs | | | 2040 740D000M 274.000 EACH| 63.00000 17262.00| 58.00000 15892.00| 58.00000 15892.00 Channelizing Drums | | | 2050 740E000M 150.000 EACH| 19.50000 2925.00| 9.80000 1470.00| 12.00000 1800.00 Cones (900 mm High) | | | 2060 740F002M 110.000 EACH| 270.00000 29700.00| 160.00000 17600.00| 200.00000 22000.00 Barricades, Type III | | | 2070 740I005M 58.000 EACH| 594.00000 34452.00| 400.00000 23200.00| 500.00000 29000.00 Warning Lights, Type B (Detachable Head | | | 2080 740M001M 150.000 EACH| 8.65000 1297.50| 6.50000 975.00| 8.00000 1200.00 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 005 -15 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20031205005 COUNTIES : CULLMAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 08077 |( 3 ) 20047 |REED CONTRACTING SERVICES, |HASTINGS GENERAL CONTRACTIN |T & K CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2090 740Q000M 100.000 M | 30.45000 3045.00| 2.00000 200.00| 20.00000 2000.00 Construction Safety Fence | | | 2100 741C010M 2.000 EACH| 4500.00000 9000.00| 3500.00000 7000.00| 3600.00000 7200.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2110 742A001M 2.000 EACH| 15660.00000 31320.00| 12000.00000 24000.00| 14000.00000 28000.00 Portable Changeable Message Sign, Type | | | 2120 999 000M 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,418,150.63| $ 6,997,621.92| $ 7,995,995.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,418,150.63| $ 6,997,621.92| $ 7,995,995.95 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20031205006 COUNTIES : LAUDERDALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : FLORENCE PROJECT(S) : NHF-101(501) for constructing the Widening, Resurfacing and Traffic Stripe on S.R.#2 (U.S.#72) from just east of S.R.#207 in Rogersville to the west end of the Elk River bridge. Length 3.449 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 2,536,513.29 100.0000% 2 02035 BURGREEN CONTRACTING COMPANY, INC. $ 2,790,745.00 110.0229% 3 01087 APAC-SOUTHEAST, INC. $ 3,138,707.13 123.7410% 4 19074 S & M EQUIPMENT CO., INC. $ 3,187,160.46 125.6512% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20031205006 COUNTIES : LAUDERDALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 02035 |( 3 ) 01087 |ROGERS GROUP, INC. |BURGREEN CONTRACTING CO., I |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 48000.00000 48000.00| 29000.00000 29000.00| 12212.06000 12212.06 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 16 Acres) | | | 0020 206C010 71.000 SQYD| 5.29000 375.59| 12.50000 887.50| 22.33000 1585.43 Removing Concrete Driveway | | | 0030 206D000 307.000 LF | 4.50000 1381.50| 5.00000 1535.00| 10.01000 3073.07 Removing Pipe | | | 0040 206D002 795.000 LF | 8.00000 6360.00| 3.00000 2385.00| 2.46000 1955.70 Removing Curb | | | 0050 210A000 8210.000 CUYD| 3.00000 24630.00| 6.00000 49260.00| 4.72000 38751.20 Unclassified Excavation | | | 0060 210D000 10118.000 CUYD| 3.50000 35413.00| 7.50000 75885.00| 9.53000 96424.54 Borrow Excavation | | | 0070 214A000 2508.000 CUYD| 7.00000 17556.00| 5.00000 12540.00| 1.23000 3084.84 Structure Excavation | | | 0080 214B001 1017.000 CUYD| 17.00000 17289.00| 12.00000 12204.00| 12.92000 13139.64 Foundation Backfill, Commercial | | | 0090 301A012 19212.000 SQYD| 3.90000 74926.80| 4.60000 88375.20| 5.61000 107779.32 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 305B060 1073.000 TON | 14.00000 15022.00| 17.00000 18241.00| 18.68000 20043.64 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0110 401A047 18259.000 SQYD| 0.25000 4564.75| 0.20000 3651.80| 0.38000 6938.42 Bituminous Treatment A, MC-70 | | | 0120 405A000 4299.000 GAL | 1.25000 5373.75| 1.75000 7523.25| 1.05000 4513.95 Tack Coat | | | 0130 408A052 15752.000 SQYD| 1.25000 19690.00| 1.30000 20477.60| 1.92000 30243.84 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0140 408A053 2035.000 SQYD| 1.50000 3052.50| 3.00000 6105.00| 3.76000 7651.60 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0150 424A280 8802.000 TON | 38.00000 334476.00| 42.00000 369684.00| 43.64000 384119.28 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20031205006 COUNTIES : LAUDERDALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 02035 |( 3 ) 01087 |ROGERS GROUP, INC. |BURGREEN CONTRACTING CO., I |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424A286 7703.000 TON | 31.00000 238793.00| 33.50000 258050.50| 38.64000 297643.92 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0170 424B281 18331.000 TON | 30.15000 552679.65| 31.00000 568261.00| 36.70000 672747.70 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0180 424B285 300.000 TON | 32.00000 9600.00| 50.00000 15000.00| 61.07000 18321.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0190 424B289 50.000 TON | 37.45000 1872.50| 45.00000 2250.00| 59.77000 2988.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0200 424B588 2624.000 TON | 29.00000 76096.00| 33.00000 86592.00| 36.43000 95592.32 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 3/4" Maximum | | | Size Mix, Esal E | | | 0210 424C281 7161.000 TON | 29.00000 207669.00| 28.00000 200508.00| 34.88000 249775.68 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0220 424C289 1813.000 TON | 26.00000 47138.00| 30.50000 55296.50| 38.00000 68894.00 Superpave Bituminous Concrete Base | | | Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0230 428C000 16689.000 LF | 0.35000 5841.15| 0.35000 5841.15| 0.29000 4839.81 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0240 502A000 5277.000 LB | 0.50000 2638.50| 0.60000 3166.20| 0.53000 2796.81 Steel Reinforcement | | | 0250 524B011 40.000 CUYD| 350.00000 14000.00| 395.00000 15800.00| 434.60000 17384.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0260 530A001 63.000 LF | 21.00000 1323.00| 22.00000 1386.00| 33.32000 2099.16 18" Roadway Pipe (Class 3 R.C.) | | | 0270 530A002 116.000 LF | 23.00000 2668.00| 26.00000 3016.00| 36.74000 4261.84 24" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20031205006 COUNTIES : LAUDERDALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 02035 |( 3 ) 01087 |ROGERS GROUP, INC. |BURGREEN CONTRACTING CO., I |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 530A003 22.000 LF | 65.00000 1430.00| 44.00000 968.00| 45.21000 994.62 30" Roadway Pipe (Class 3 R.C.) | | | 0290 530A004 50.000 LF | 70.00000 3500.00| 58.00000 2900.00| 51.91000 2595.50 36" Roadway Pipe (Class 3 R.C.) | | | 0300 530A101 27.000 LF | 30.00000 810.00| 32.00000 864.00| 65.14000 1758.78 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0310 530A102 35.000 LF | 30.00000 1050.00| 44.00000 1540.00| 43.77000 1531.95 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0320 533A098 3331.000 LF | 14.00000 46634.00| 20.00000 66620.00| 24.37000 81176.47 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0330 533A099 4.000 LF | 100.00000 400.00| 26.00000 104.00| 77.79000 311.16 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0340 535A001 117.000 LF | 19.50000 2281.50| 22.00000 2574.00| 33.03000 3864.51 18" Side Drain Pipe | | | 0350 535A002 33.000 LF | 35.00000 1155.00| 26.00000 858.00| 41.38000 1365.54 24" Side Drain Pipe | | | 0360 600A000 LUMP| 60000.00000 60000.00| 160000.00000 160000.00| 139981.59000 139981.59 Mobilization | | | 0370 602A000 32.000 EACH| 150.00000 4800.00| 120.00000 3840.00| 116.60000 3731.20 Right Of Way Markers | | | 0380 610C001 4769.000 TON | 17.75000 84649.75| 20.00000 95380.00| 21.49000 102485.81 Loose Riprap, Class 2 | | | 0390 610D003 3765.000 SQYD| 2.00000 7530.00| 2.00000 7530.00| 0.68000 2560.20 Filter Blanket, Geotextile | | | 0400 617A000 2666.000 SQYD| 1.60000 4265.60| 1.75000 4665.50| 3.34000 8904.44 Bituminous Treated Glass Fiber Flumes | | | 0410 619A002 43.000 EACH| 400.00000 17200.00| 550.00000 23650.00| 583.00000 25069.00 18" Roadway Pipe End Treatment, Class 1 | | | 0420 619A003 7.000 EACH| 500.00000 3500.00| 650.00000 4550.00| 689.00000 4823.00 24" Roadway Pipe End Treatment, Class 1 | | | 0430 619A004 1.000 EACH| 600.00000 600.00| 900.00000 900.00| 980.50000 980.50 30" Roadway Pipe End Treatment, Class 1 | | | 0440 619A005 2.000 EACH| 800.00000 1600.00| 1000.00000 2000.00| 1219.00000 2438.00 36" Roadway Pipe End Treatment, Class 1 | | | 0450 619A101 6.000 EACH| 500.00000 3000.00| 550.00000 3300.00| 556.50000 3339.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20031205006 COUNTIES : LAUDERDALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 02035 |( 3 ) 01087 |ROGERS GROUP, INC. |BURGREEN CONTRACTING CO., I |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 619A102 2.000 EACH| 500.00000 1000.00| 650.00000 1300.00| 689.00000 1378.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0470 620A000 2.000 CUYD| 250.00000 500.00| 400.00000 800.00| 477.00000 954.00 Minor Structure Concrete | | | 0480 621A000 1.000 EACH| 2200.00000 2200.00| 2000.00000 2000.00| 1961.00000 1961.00 Junction Boxes, Type 1, 1P Or 5 | | | 0490 621A057 1.000 EACH| 1600.00000 1600.00| 1200.00000 1200.00| 954.00000 954.00 Junction Boxes, Type Partial | | | 0500 621C002 2.000 EACH| 2200.00000 4400.00| 1500.00000 3000.00| 1643.00000 3286.00 Inlets, Type C, P1 Or P3 | | | 0510 621C015 62.000 EACH| 2000.00000 124000.00| 1600.00000 99200.00| 1934.50000 119939.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0520 621C017 2.000 EACH| 2250.00000 4500.00| 2000.00000 4000.00| 2226.00000 4452.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0530 621C018 2.000 EACH| 2250.00000 4500.00| 2000.00000 4000.00| 2915.00000 5830.00 Inlets, Type S2 Or S4 (2 Wing) | | | 0540 621C153 4.000 EACH| 2500.00000 10000.00| 3200.00000 12800.00| 2597.00000 10388.00 Inlets, Type JH | | | 0550 621D015 19.000 EACH| 400.00000 7600.00| 350.00000 6650.00| 434.60000 8257.40 Inlet Units, Type S1 Or S3 | | | 0560 621D016 5.000 EACH| 450.00000 2250.00| 450.00000 2250.00| 572.40000 2862.00 Inlet Units, Type S2 Or S4 | | | 0570 621D022 1.000 EACH| 450.00000 450.00| 500.00000 500.00| 477.00000 477.00 Inlet Units, Type C, P1 Or P3 | | | 0580 623A003 942.000 LF | 14.00000 13188.00| 13.50000 12717.00| 14.84000 13979.28 Concrete Gutter (4' 0" Wide) | | | 0590 623C000 15799.000 LF | 7.00000 110593.00| 8.00000 126392.00| 8.75000 138241.25 Combination Curb & Gutter, Type C | | | 0600 650A000 3100.000 CUYD| 8.50000 26350.00| 8.00000 24800.00| 10.28000 31868.00 Topsoil | | | 0610 650B000 4733.000 CUYD| 3.00000 14199.00| 4.00000 18932.00| 6.12000 28965.96 Topsoil From Stockpiles | | | 0620 652A050 10.000 ACRE| 600.00000 6000.00| 600.00000 6000.00| 530.00000 5300.00 Seeding (Mix 1A) | | | 0630 652A053 5.000 ACRE| 650.00000 3250.00| 650.00000 3250.00| 530.00000 2650.00 Seeding (Mix 1E) | | | 0640 652B050 10.000 ACRE| 450.00000 4500.00| 450.00000 4500.00| 397.50000 3975.00 Temporary Seeding (Mix 1AT) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20031205006 COUNTIES : LAUDERDALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 02035 |( 3 ) 01087 |ROGERS GROUP, INC. |BURGREEN CONTRACTING CO., I |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 652D050 10.000 ACRE| 450.00000 4500.00| 450.00000 4500.00| 636.00000 6360.00 Seeding In Stubble (Mix 1A) | | | 0660 654A001 3399.000 SQYD| 3.75000 12746.25| 4.00000 13596.00| 3.45000 11726.55 Solid Sodding (Bermuda) | | | 0670 656A000 20.000 ACRE| 500.00000 10000.00| 525.00000 10500.00| 445.20000 8904.00 Mulching, Class A, Type 1 | | | 0680 656A001 5.000 ACRE| 500.00000 2500.00| 600.00000 3000.00| 667.80000 3339.00 Mulching, Class A, Type 2 | | | 0690 665F000 240.000 EACH| 5.00000 1200.00| 5.00000 1200.00| 10.08000 2419.20 Hay Bales | | | 0700 665G000 100.000 EACH| 3.00000 300.00| 3.00000 300.00| 8.89000 889.00 Sand Bags | | | 0710 665J000 2435.000 LF | 3.50000 8522.50| 3.00000 7305.00| 3.20000 7792.00 Silt Fence, Type A | | | 0720 665K000 510.000 CUYD| 8.25000 4207.50| 2.00000 1020.00| 5.27000 2687.70 Drainage Sump Excavation | | | 0730 666A001 15.000 ACRE| 30.00000 450.00| 10.00000 150.00| 10.60000 159.00 Pest Control Treatment | | | 0740 680A000 LUMP| 50000.00000 50000.00| 15000.00000 15000.00| 50880.00000 50880.00 Engineering Controls | | | 0750 701A028 4.000 MILE| 1450.00000 5800.00| 1500.00000 6000.00| 1562.10000 6248.40 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0760 701A041 7.000 MILE| 950.00000 6650.00| 900.00000 6300.00| 993.05000 6951.35 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0770 701A046 6.000 MILE| 950.00000 5700.00| 900.00000 5400.00| 993.05000 5958.30 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0780 701A048 7.000 MILE| 1650.00000 11550.00| 1550.00000 10850.00| 1701.58000 11911.06 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0790 701B009 1560.000 LF | 0.78000 1216.80| 1.00000 1560.00| 0.89000 1388.40 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0800 701C000 14.000 MILE| 350.00000 4900.00| 470.00000 6580.00| 502.10000 7029.40 Broken Temporary Traffic Stripe | | | 0810 701C001 12.000 MILE| 450.00000 5400.00| 470.00000 5640.00| 502.10000 6025.20 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 006 -7 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20031205006 COUNTIES : LAUDERDALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 02035 |( 3 ) 01087 |ROGERS GROUP, INC. |BURGREEN CONTRACTING CO., I |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 703A002 2596.000 SQFT| 2.25000 5841.00| 2.40000 6230.40| 2.51000 6515.96 Traffic Control Markings, Class 2, Type | | | A | | | 0830 703B002 202.000 SQFT| 3.25000 656.50| 3.00000 606.00| 3.23000 652.46 Traffic Control Legends, Class 2, Type | | | 0840 703D001 924.000 SQFT| 1.50000 1386.00| 1.50000 1386.00| 1.45000 1339.80 Temporary Traffic Control Markings | | | 0850 705A030 24.000 EACH| 5.50000 132.00| 6.00000 144.00| 6.14000 147.36 Pavement Markers, Class A-H, Type 2-C | | | 0860 705A031 227.000 EACH| 5.50000 1248.50| 5.60000 1271.20| 6.14000 1393.78 Pavement Markers, Class A-H, Type 1-A | | | 0870 705A032 206.000 EACH| 5.50000 1133.00| 5.60000 1153.60| 6.14000 1264.84 Pavement Markers, Class A-H, Type 1-B | | | 0880 705A037 206.000 EACH| 5.50000 1133.00| 5.60000 1153.60| 6.14000 1264.84 Pavement Markers, Class A-H, Type 2-D | | | 0890 707B003 1.000 EACH| 175.00000 175.00| 300.00000 300.00| 199.25000 199.25 Type A Hazard Marker Installation | | | 0900 710A115 103.000 SQFT| 15.00000 1545.00| 23.00000 2369.00| 17.10000 1761.30 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0910 710B001 210.000 LF | 4.75000 997.50| 9.00000 1890.00| 5.42000 1138.20 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0920 740B000 1568.000 SQFT| 9.15000 14347.20| 13.00000 20384.00| 9.35000 14660.80 Construction Signs | | | 0930 740D000 150.000 EACH| 65.00000 9750.00| 70.00000 10500.00| 64.85000 9727.50 Channelizing Drums | | | 0940 740E000 50.000 EACH| 2.00000 100.00| 10.00000 500.00| 13.53000 676.50 Cones (36 Inches High) | | | 0950 740F002 18.000 EACH| 300.00000 5400.00| 300.00000 5400.00| 233.74000 4207.32 Barricades, Type III | | | 0960 740I005 9.000 EACH| 90.00000 810.00| 200.00000 1800.00| 551.47000 4963.23 Warning Lights, Type B (Detachable Head | | | 0970 740M001 50.000 EACH| 2.00000 100.00| 2.00000 100.00| 8.70000 435.00 Ballast For Cone | | | 0980 741C010 2.000 EACH| 500.00000 1000.00| 3000.00000 6000.00| 2000.00000 4000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 006 -8 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20031205006 COUNTIES : LAUDERDALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 02035 |( 3 ) 01087 |ROGERS GROUP, INC. |BURGREEN CONTRACTING CO., I |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,536,513.29| $ 2,790,745.00| $ 3,138,707.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,536,513.29| $ 2,790,745.00| $ 3,138,707.13 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 006 -9 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20031205006 COUNTIES : LAUDERDALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 48000.00000 48000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 16 Acres) | | | 0020 206C010 71.000 SQYD| 5.00000 355.00| | Removing Concrete Driveway | | | 0030 206D000 307.000 LF | 5.00000 1535.00| | Removing Pipe | | | 0040 206D002 795.000 LF | 5.00000 3975.00| | Removing Curb | | | 0050 210A000 8210.000 CUYD| 3.50000 28735.00| | Unclassified Excavation | | | 0060 210D000 10118.000 CUYD| 7.00000 70826.00| | Borrow Excavation | | | 0070 214A000 2508.000 CUYD| 8.00000 20064.00| | Structure Excavation | | | 0080 214B001 1017.000 CUYD| 23.51000 23909.67| | Foundation Backfill, Commercial | | | 0090 301A012 19212.000 SQYD| 4.05000 77808.60| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 305B060 1073.000 TON | 14.47000 15526.31| | Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0110 401A047 18259.000 SQYD| 0.40000 7303.60| | Bituminous Treatment A, MC-70 | | | 0120 405A000 4299.000 GAL | 1.25000 5373.75| | Tack Coat | | | 0130 408A052 15752.000 SQYD| 2.00000 31504.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0140 408A053 2035.000 SQYD| 3.50000 7122.50| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0150 424A280 8802.000 TON | 39.10000 344158.20| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 006 -10 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20031205006 COUNTIES : LAUDERDALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424A286 7703.000 TON | 51.60000 397474.80| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0170 424B281 18331.000 TON | 32.10000 588425.10| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0180 424B285 300.000 TON | 44.60000 13380.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0190 424B289 50.000 TON | 50.00000 2500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0200 424B588 2624.000 TON | 35.30000 92627.20| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 3/4" Maximum | | | Size Mix, Esal E | | | 0210 424C281 7161.000 TON | 30.00000 214830.00| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0220 424C289 1813.000 TON | 38.50000 69800.50| | Superpave Bituminous Concrete Base | | | Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0230 428C000 16689.000 LF | 0.40000 6675.60| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0240 502A000 5277.000 LB | 0.75000 3957.75| | Steel Reinforcement | | | 0250 524B011 40.000 CUYD| 525.00000 21000.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0260 530A001 63.000 LF | 22.00000 1386.00| | 18" Roadway Pipe (Class 3 R.C.) | | | 0270 530A002 116.000 LF | 31.00000 3596.00| | 24" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 006 -11 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20031205006 COUNTIES : LAUDERDALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 530A003 22.000 LF | 42.00000 924.00| | 30" Roadway Pipe (Class 3 R.C.) | | | 0290 530A004 50.000 LF | 53.00000 2650.00| | 36" Roadway Pipe (Class 3 R.C.) | | | 0300 530A101 27.000 LF | 65.00000 1755.00| | 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0310 530A102 35.000 LF | 70.00000 2450.00| | 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0320 533A098 3331.000 LF | 22.00000 73282.00| | 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0330 533A099 4.000 LF | 31.00000 124.00| | 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0340 535A001 117.000 LF | 22.00000 2574.00| | 18" Side Drain Pipe | | | 0350 535A002 33.000 LF | 31.00000 1023.00| | 24" Side Drain Pipe | | | 0360 600A000 LUMP| 185000.00000 185000.00| | Mobilization | | | 0370 602A000 32.000 EACH| 100.00000 3200.00| | Right Of Way Markers | | | 0380 610C001 4769.000 TON | 18.15000 86557.35| | Loose Riprap, Class 2 | | | 0390 610D003 3765.000 SQYD| 1.82000 6852.30| | Filter Blanket, Geotextile | | | 0400 617A000 2666.000 SQYD| 1.63000 4345.58| | Bituminous Treated Glass Fiber Flumes | | | 0410 619A002 43.000 EACH| 450.00000 19350.00| | 18" Roadway Pipe End Treatment, Class 1 | | | 0420 619A003 7.000 EACH| 500.00000 3500.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0430 619A004 1.000 EACH| 550.00000 550.00| | 30" Roadway Pipe End Treatment, Class 1 | | | 0440 619A005 2.000 EACH| 600.00000 1200.00| | 36" Roadway Pipe End Treatment, Class 1 | | | 0450 619A101 6.000 EACH| 450.00000 2700.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 006 -12 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20031205006 COUNTIES : LAUDERDALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 619A102 2.000 EACH| 500.00000 1000.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0470 620A000 2.000 CUYD| 900.00000 1800.00| | Minor Structure Concrete | | | 0480 621A000 1.000 EACH| 2500.00000 2500.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0490 621A057 1.000 EACH| 1500.00000 1500.00| | Junction Boxes, Type Partial | | | 0500 621C002 2.000 EACH| 2500.00000 5000.00| | Inlets, Type C, P1 Or P3 | | | 0510 621C015 62.000 EACH| 2200.00000 136400.00| | Inlets, Type S1 Or S3 (1 Wing) | | | 0520 621C017 2.000 EACH| 2350.00000 4700.00| | Inlets, Type S1 Or S3 (2 Wing) | | | 0530 621C018 2.000 EACH| 2500.00000 5000.00| | Inlets, Type S2 Or S4 (2 Wing) | | | 0540 621C153 4.000 EACH| 3500.00000 14000.00| | Inlets, Type JH | | | 0550 621D015 19.000 EACH| 475.00000 9025.00| | Inlet Units, Type S1 Or S3 | | | 0560 621D016 5.000 EACH| 475.00000 2375.00| | Inlet Units, Type S2 Or S4 | | | 0570 621D022 1.000 EACH| 475.00000 475.00| | Inlet Units, Type C, P1 Or P3 | | | 0580 623A003 942.000 LF | 18.00000 16956.00| | Concrete Gutter (4' 0" Wide) | | | 0590 623C000 15799.000 LF | 10.50000 165889.50| | Combination Curb & Gutter, Type C | | | 0600 650A000 3100.000 CUYD| 7.00000 21700.00| | Topsoil | | | 0610 650B000 4733.000 CUYD| 3.50000 16565.50| | Topsoil From Stockpiles | | | 0620 652A050 10.000 ACRE| 550.00000 5500.00| | Seeding (Mix 1A) | | | 0630 652A053 5.000 ACRE| 550.00000 2750.00| | Seeding (Mix 1E) | | | 0640 652B050 10.000 ACRE| 412.50000 4125.00| | Temporary Seeding (Mix 1AT) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 006 -13 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20031205006 COUNTIES : LAUDERDALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 652D050 10.000 ACRE| 660.00000 6600.00| | Seeding In Stubble (Mix 1A) | | | 0660 654A001 3399.000 SQYD| 3.58000 12168.42| | Solid Sodding (Bermuda) | | | 0670 656A000 20.000 ACRE| 462.00000 9240.00| | Mulching, Class A, Type 1 | | | 0680 656A001 5.000 ACRE| 693.00000 3465.00| | Mulching, Class A, Type 2 | | | 0690 665F000 240.000 EACH| 9.00000 2160.00| | Hay Bales | | | 0700 665G000 100.000 EACH| 3.00000 300.00| | Sand Bags | | | 0710 665J000 2435.000 LF | 3.50000 8522.50| | Silt Fence, Type A | | | 0720 665K000 510.000 CUYD| 10.00000 5100.00| | Drainage Sump Excavation | | | 0730 666A001 15.000 ACRE| 11.00000 165.00| | Pest Control Treatment | | | 0740 680A000 LUMP| 125000.00000 125000.00| | Engineering Controls | | | 0750 701A028 4.000 MILE| 1540.00000 6160.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0760 701A041 7.000 MILE| 979.00000 6853.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0770 701A046 6.000 MILE| 979.00000 5874.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0780 701A048 7.000 MILE| 1677.50000 11742.50| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0790 701B009 1560.000 LF | 0.88000 1372.80| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0800 701C000 14.000 MILE| 495.00000 6930.00| | Broken Temporary Traffic Stripe | | | 0810 701C001 12.000 MILE| 495.00000 5940.00| | Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 006 -14 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20031205006 COUNTIES : LAUDERDALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 703A002 2596.000 SQFT| 2.48000 6438.08| | Traffic Control Markings, Class 2, Type | | | A | | | 0830 703B002 202.000 SQFT| 3.19000 644.38| | Traffic Control Legends, Class 2, Type | | | 0840 703D001 924.000 SQFT| 1.43000 1321.32| | Temporary Traffic Control Markings | | | 0850 705A030 24.000 EACH| 6.05000 145.20| | Pavement Markers, Class A-H, Type 2-C | | | 0860 705A031 227.000 EACH| 6.05000 1373.35| | Pavement Markers, Class A-H, Type 1-A | | | 0870 705A032 206.000 EACH| 6.05000 1246.30| | Pavement Markers, Class A-H, Type 1-B | | | 0880 705A037 206.000 EACH| 6.05000 1246.30| | Pavement Markers, Class A-H, Type 2-D | | | 0890 707B003 1.000 EACH| 137.50000 137.50| | Type A Hazard Marker Installation | | | 0900 710A115 103.000 SQFT| 14.30000 1472.90| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0910 710B001 210.000 LF | 6.05000 1270.50| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0920 740B000 1568.000 SQFT| 7.70000 12073.60| | Construction Signs | | | 0930 740D000 150.000 EACH| 65.00000 9750.00| | Channelizing Drums | | | 0940 740E000 50.000 EACH| 15.00000 750.00| | Cones (36 Inches High) | | | 0950 740F002 18.000 EACH| 225.00000 4050.00| | Barricades, Type III | | | 0960 740I005 9.000 EACH| 400.00000 3600.00| | Warning Lights, Type B (Detachable Head | | | 0970 740M001 50.000 EACH| 14.00000 700.00| | Ballast For Cone | | | 0980 741C010 2.000 EACH| 2500.00000 5000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 006 -15 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20031205006 COUNTIES : LAUDERDALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 999 000 1500.000 HOUR| 0.80000 1200.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,187,160.46| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,187,160.46| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20031205007 COUNTIES : MARION LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0129(500) for constructing the Widening, Resurfacing and Traffic Stripe on S.R.#129 from MP 21.042 near Corridor "X" to MP 31.306 at S.R.#74 (U.S.#278) in Whitehouse. Length 10.264 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19074 S & M EQUIPMENT CO., INC. $ 2,234,465.20 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 2,254,724.62 100.9067% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 2,474,768.73 110.7544% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20031205007 COUNTIES : MARION LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01087 |( 3 ) 04013 |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A001 LUMP| 9000.00000 9000.00| 2901.34000 2901.34| 9000.00000 9000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 3 Acres) | | | 0020 206C010 72.000 SQYD| 5.00000 360.00| 31.28000 2252.16| 18.05000 1299.60 Removing Concrete Driveway | | | 0030 210D000 6485.000 CUYD| 7.25000 47016.25| 8.48000 54992.80| 9.62000 62385.70 Borrow Excavation | | | 0040 305B060 4452.000 TON | 16.00000 71232.00| 17.55000 78132.60| 14.78000 65800.56 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0050 405A000 10851.000 GAL | 1.25000 13563.75| 1.03000 11176.53| 0.84000 9114.84 Tack Coat | | | 0060 408A051 2400.000 SQYD| 2.50000 6000.00| 2.74000 6576.00| 4.08000 9792.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0070 424A360 11304.000 TON | 37.00000 418248.00| 40.21000 454533.84| 41.36000 467533.44 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A369 19.000 TON | 55.00000 1045.00| 61.19000 1162.61| 104.44000 1984.36 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B651 23275.000 TON | 33.50000 779712.50| 33.04000 769006.00| 36.47000 848839.25 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0100 424B655 500.000 TON | 53.00000 26500.00| 61.61000 30805.00| 52.19000 26095.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B659 8114.000 TON | 34.15000 277093.10| 34.53000 280176.42| 38.15000 309549.10 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B662 33.000 TON | 35.00000 1155.00| 54.96000 1813.68| 72.03000 2376.99 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20031205007 COUNTIES : MARION LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01087 |( 3 ) 04013 |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424B693 1271.000 TON | 32.75000 41625.25| 47.93000 60919.03| 47.10000 59864.10 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424C371 7196.000 TON | 33.70000 242505.20| 35.37000 254522.52| 38.50000 277046.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 600A000 LUMP| 50000.00000 50000.00| 4807.22000 4807.22| 29131.51000 29131.51 Mobilization | | | 0160 630A001 2300.000 LF | 11.35000 26105.00| 10.46000 24058.00| 11.60000 26680.00 Steel Beam Guardrail, Class A, Type 2 | | | 0170 630C050 28.000 EACH| 1265.00000 35420.00| 1173.00000 32844.00| 1300.47000 36413.16 Guardrail End Anchor, Type 20 Series | | | 0180 650A000 1620.000 CUYD| 7.50000 12150.00| 9.52000 15422.40| 12.03000 19488.60 Topsoil | | | 0190 652A050 3.000 ACRE| 550.00000 1650.00| 481.95000 1445.85| 511.59000 1534.77 Seeding (Mix 1A) | | | 0200 652A053 3.000 ACRE| 577.50000 1732.50| 481.95000 1445.85| 511.59000 1534.77 Seeding (Mix 1E) | | | 0210 652B050 3.000 ACRE| 550.00000 1650.00| 642.60000 1927.80| 682.12000 2046.36 Temporary Seeding (Mix 1AT) | | | 0220 652D050 3.000 ACRE| 770.00000 2310.00| 481.95000 1445.85| 511.59000 1534.77 Seeding In Stubble (Mix 1A) | | | 0230 656A000 6.000 ACRE| 550.00000 3300.00| 428.40000 2570.40| 454.75000 2728.50 Mulching, Class A, Type 1 | | | 0240 656A001 3.000 ACRE| 550.00000 1650.00| 428.40000 1285.20| 454.75000 1364.25 Mulching, Class A, Type 2 | | | 0250 665F000 1100.000 EACH| 7.15000 7865.00| 7.35000 8085.00| 7.22000 7942.00 Hay Bales | | | 0260 665J000 6000.000 LF | 2.15000 12900.00| 3.08000 18480.00| 6.02000 36120.00 Silt Fence, Type A | | | 0270 666A001 5.000 ACRE| 22.00000 110.00| 26.78000 133.90| 30.08000 150.40 Pest Control Treatment | | | 0280 701A028 21.000 MILE| 1595.00000 33495.00| 1479.00000 31059.00| 1657.17000 34800.57 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0290 701A046 7.000 MILE| 1045.00000 7315.00| 969.00000 6783.00| 1085.74000 7600.18 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20031205007 COUNTIES : MARION LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01087 |( 3 ) 04013 |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 701A048 13.000 MILE| 1815.00000 23595.00| 1683.00000 21879.00| 1885.75000 24514.75 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0310 701C000 13.000 MILE| 385.00000 5005.00| 357.00000 4641.00| 400.01000 5200.13 Broken Temporary Traffic Stripe | | | 0320 701C001 67.000 MILE| 495.00000 33165.00| 459.00000 30753.00| 514.30000 34458.10 Solid Temporary Traffic Stripe | | | 0330 701G125 772.000 LF | 4.00000 3088.00| 3.67000 2833.24| 4.11000 3172.92 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0340 701G133 772.000 LF | 4.10000 3165.20| 3.78000 2918.16| 4.23000 3265.56 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0350 701H001 1544.000 LF | 0.55000 849.20| 0.51000 787.44| 0.58000 895.52 Solid Traffic Stripe Removed (Plastic) | | | 0360 703A002 1378.000 SQFT| 2.50000 3445.00| 2.30000 3169.40| 2.57000 3541.46 Traffic Control Markings, Class 2, Type | | | A | | | 0370 703B002 45.000 SQFT| 3.60000 162.00| 3.32000 149.40| 3.72000 167.40 Traffic Control Legends, Class 2, Type | | | 0380 703D001 966.000 SQFT| 1.65000 1593.90| 1.53000 1477.98| 1.72000 1661.52 Temporary Traffic Control Markings | | | 0390 705A030 4.000 EACH| 6.05000 24.20| 5.61000 22.44| 6.29000 25.16 Pavement Markers, Class A-H, Type 2-C | | | 0400 705A032 459.000 EACH| 6.05000 2776.95| 5.61000 2574.99| 6.29000 2887.11 Pavement Markers, Class A-H, Type 1-B | | | 0410 705A037 956.000 EACH| 6.05000 5783.80| 5.61000 5363.16| 6.29000 6013.24 Pavement Markers, Class A-H, Type 2-D | | | 0420 705A038 75.000 EACH| 6.00000 450.00| 5.61000 420.75| 6.29000 471.75 Pavement Markers, Class A-H, Type 2-E | | | 0430 740B000 1442.000 SQFT| 7.70000 11103.40| 7.14000 10295.88| 8.42000 12141.64 Construction Signs | | | 0440 740D000 75.000 EACH| 55.00000 4125.00| 56.10000 4207.50| 54.14000 4060.50 Channelizing Drums | | | 0450 740E000 50.000 EACH| 11.00000 550.00| 6.05000 302.50| 7.82000 391.00 Cones (36 Inches High) | | | 0460 740M001 50.000 EACH| 7.50000 375.00| 6.05000 302.50| 7.82000 391.00 Ballast For Cone | | | 0470 740O000 1.000 EACH| 2500.00000 2500.00| 1862.28000 1862.28| 11759.19000 11759.19 Pilot Car | | | SECTION TOTALS | $ 2,234,465.20| $ 2,254,724.62| $ 2,474,768.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,234,465.20| $ 2,254,724.62| $ 2,474,768.73 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 CONTRACT TIME : 300 Working Days (available days) CONTRACT DESCRIPTION : FLORENCE PROJECT(S) : MGF-8829(002) for constructing the Widening (Grade, Drainage, Pavement, Signing and Signals) on S.R.#133 from south of Avalon Drive to the Patton Island Bridge Corridor in Muscle Shoals. Length 2.118 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 6,367,998.55 100.0000% 2 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 7,187,870.55 112.8749% 3 19074 S & M EQUIPMENT CO., INC. $ 7,277,514.49 114.2826% 4 01087 APAC-SOUTHEAST, INC. $ 7,833,615.78 123.0154% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 11014 |( 3 ) 19074 |ROGERS GROUP, INC. |JOE KEENUM EXCAVATION & CON |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 201A001 LUMP| 80000.00000 80000.00| 132000.00000 132000.00| 132000.00000 132000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 44 ACRES) | | | 0020 204A000 1.000 EACH| 1200.00000 1200.00| 2000.00000 2000.00| 1000.00000 1000.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| 2500.00000 2500.00 Removal Of Structures, Structure No. 2 | | | 0040 205A002 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| 2500.00000 2500.00 Removal Of Structures, Structure No. 17 | | | 0050 205A003 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| 2500.00000 2500.00 Removal Of Structures, Structure No. 19 | | | 0060 205A004 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| 2500.00000 2500.00 Removal Of Structures, Structure No. 20 | | | 0070 205A005 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| 2500.00000 2500.00 Removal Of Structures, Structure No. 23 | | | 0080 206B000 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| 7500.00000 7500.00 Removal Of Old Box Culvert, Station | | | 291+51.56 | | | 0090 206C000 1818.000 SQYD| 4.75000 8635.50| 7.00000 12726.00| 3.00000 5454.00 Removing Concrete Sidewalk | | | 0100 206D000 1449.000 LF | 4.50000 6520.50| 10.00000 14490.00| 4.00000 5796.00 Removing Pipe | | | 0110 206D002 123.000 LF | 10.00000 1230.00| 1.00000 123.00| 10.00000 1230.00 Removing Curb | | | 0120 206D003 7263.000 LF | 2.00000 14526.00| 2.00000 14526.00| 5.00000 36315.00 Removing Curb And Gutter | | | 0130 206D011 1866.000 LF | 1.00000 1866.00| 2.00000 3732.00| 4.00000 7464.00 Removing Fence | | | 0140 206E001 14.000 EACH| 250.00000 3500.00| 200.00000 2800.00| 500.00000 7000.00 Removing Inlets | | | 0150 210A000 70247.000 CUYD| 5.00000 351235.00| 3.75000 263426.25| 2.50000 175617.50 Unclassified Excavation | | | 0160 214A000 11951.000 CUYD| 7.50000 89632.50| 6.00000 71706.00| 7.00000 83657.00 Structure Excavation | | | 0170 214B001 4917.000 CUYD| 12.90000 63429.30| 12.00000 59004.00| 18.00000 88506.00 Foundation Backfill, Commercial | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 11014 |( 3 ) 19074 |ROGERS GROUP, INC. |JOE KEENUM EXCAVATION & CON |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 224A000 1000.000 CUYD| 8.00000 8000.00| 2.00000 2000.00| 10.00000 10000.00 Lime Sink Excavation | | | 0190 224B000 1000.000 CUYD| 15.00000 15000.00| 11.50000 11500.00| 16.00000 16000.00 Special Backfill For Lime Sink, ALDOT | | | #57,#67 Or #467 | | | 0200 224D000 200.000 CUYD| 100.00000 20000.00| 65.00000 13000.00| 120.00000 24000.00 Concrete Seal For Lime Sink | | | 0210 230A000 116.000 RBST| 325.00000 37700.00| 450.00000 52200.00| 350.00000 40600.00 Roadbed Processing | | | 0220 301A008 128323.000 SQYD| 2.75000 352888.25| 2.90000 372136.70| 2.75000 352888.25 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0230 301A012 135362.000 SQYD| 2.85000 385781.70| 3.50000 473767.00| 3.25000 439926.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0240 305B060 280.000 TON | 12.50000 3500.00| 15.00000 4200.00| 18.00000 5040.00 Crushed Aggregate, Section 825, For | | | Miscellaneous Use (Added 1-220012) | | | 0250 306A000 1.000 EACH| 4000.00000 4000.00| 5850.00000 5850.00| 7500.00000 7500.00 Portable Nuclear Moisture-Density | | | Testing Device | | | 0260 306C000 1.000 EACH| 4500.00000 4500.00| 5850.00000 5850.00| 7500.00000 7500.00 Nuclear Thin Layer Density Testing | | | Device | | | 0270 401A000 133548.000 SQYD| 0.25000 33387.00| 0.25000 33387.00| 0.40000 53419.20 Bituminous Treatment A | | | 0280 405A000 12105.000 GAL | 1.25000 15131.25| 1.25000 15131.25| 1.00000 12105.00 Tack Coat | | | 0290 410A002 1.000 EACH| 16000.00000 16000.00| 17550.00000 17550.00| 35000.00000 35000.00 Profilograph | | | 0300 424A280 8947.000 TON | 38.00000 339986.00| 39.00000 348933.00| 37.00000 331039.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0310 424B282 23203.000 TON | 27.00000 626481.00| 30.50000 707691.50| 29.00000 672887.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0320 424B582 21370.000 TON | 23.00000 491510.00| 26.00000 555620.00| 27.00000 576990.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 11014 |( 3 ) 19074 |ROGERS GROUP, INC. |JOE KEENUM EXCAVATION & CON |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 424B590 3090.000 TON | 27.00000 83430.00| 29.00000 89610.00| 35.00000 108150.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL E | | | 0340 424C281 45410.000 TON | 23.00000 1044430.00| 26.00000 1180660.00| 27.00000 1226070.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0350 424C283 1000.000 TON | 40.00000 40000.00| 40.00000 40000.00| 40.00000 40000.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0360 428C000 1950.000 LF | 2.75000 5362.50| 2.50000 4875.00| 2.50000 4875.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0370 430B014 30.000 TON | 15.00000 450.00| 19.00000 570.00| 18.00000 540.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0380 502A000 119293.000 LB | 0.50000 59646.50| 0.60000 71575.80| 0.60000 71575.80 Steel Reinforcement | | | 0390 524A011 723.000 CUYD| 340.00000 245820.00| 295.00000 213285.00| 265.00000 191595.00 Culvert Concrete (Cast In Place) | | | 0400 530A002 14401.000 LF | 21.00000 302421.00| 24.00000 345624.00| 24.00000 345624.00 24" Roadway Pipe (Class 3 R.C.) | | | 0410 530A003 425.000 LF | 26.40000 11220.00| 30.00000 12750.00| 34.50000 14662.50 30" Roadway Pipe (Class 3 R.C.) | | | 0420 530A004 776.000 LF | 35.00000 27160.00| 37.00000 28712.00| 48.00000 37248.00 36" Roadway Pipe (Class 3 R.C.) | | | 0430 530A005 1090.000 LF | 38.00000 41420.00| 48.00000 52320.00| 58.00000 63220.00 42" Roadway Pipe (Class 3 R.C.) | | | 0440 530A007 1007.000 LF | 70.00000 70490.00| 83.00000 83581.00| 76.00000 76532.00 54" Roadway Pipe (Class 3 R.C.) | | | 0450 530B005 364.000 LF | 60.00000 21840.00| 73.00000 26572.00| 70.00000 25480.00 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0460 535A001 101.000 LF | 21.00000 2121.00| 22.00000 2222.00| 21.00000 2121.00 18" Side Drain Pipe | | | 0470 535A003 93.000 LF | 32.00000 2976.00| 37.00000 3441.00| 36.00000 3348.00 30" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -5 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 11014 |( 3 ) 19074 |ROGERS GROUP, INC. |JOE KEENUM EXCAVATION & CON |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 535A007 88.000 LF | 70.00000 6160.00| 83.00000 7304.00| 75.00000 6600.00 54" Side Drain Pipe | | | 0490 600A000 LUMP| 65249.40000 65249.40| 225000.00000 225000.00| 450000.00000 450000.00 Mobilization | | | 0500 602A000 109.000 EACH| 58.55000 6381.95| 75.00000 8175.00| 75.00000 8175.00 Right Of Way Markers | | | 0510 610C001 2545.000 TON | 15.00000 38175.00| 12.00000 30540.00| 20.00000 50900.00 Loose Riprap, Class 2 | | | 0520 610D003 2268.000 SQYD| 2.50000 5670.00| 3.50000 7938.00| 2.75000 6237.00 Filter Blanket, Geotextile | | | 0530 614A000 475.000 CUYD| 200.00000 95000.00| 250.00000 118750.00| 180.00000 85500.00 Slope Paving | | | 0540 617A000 4537.000 SQYD| 1.75000 7939.75| 3.50000 15879.50| 3.74000 16968.38 Bituminous Treated Glass Fiber Flumes | | | 0550 618A000 585.000 SQYD| 21.00000 12285.00| 30.00000 17550.00| 21.00000 12285.00 Concrete Sidewalk, 4" Thick | | | 0560 618B003 280.000 SQYD| 23.00000 6440.00| 42.00000 11760.00| 30.00000 8400.00 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0570 619A003 15.000 EACH| 600.00000 9000.00| 750.00000 11250.00| 700.00000 10500.00 24" Roadway Pipe End Treatment, Class 1 | | | 0580 619A005 1.000 EACH| 700.00000 700.00| 1100.00000 1100.00| 800.00000 800.00 36" Roadway Pipe End Treatment, Class 1 | | | 0590 619A055 3.000 EACH| 700.00000 2100.00| 1400.00000 4200.00| 1000.00000 3000.00 36" Roadway Pipe End Treatment, Class 2 | | | 0600 619A058 4.000 EACH| 1000.00000 4000.00| 2200.00000 8800.00| 1500.00000 6000.00 54" Roadway Pipe End Treatment, Class 2 | | | 0610 619A101 6.000 EACH| 800.00000 4800.00| 700.00000 4200.00| 650.00000 3900.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0620 619A103 2.000 EACH| 850.00000 1700.00| 900.00000 1800.00| 850.00000 1700.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0630 619A132 2.000 EACH| 1000.00000 2000.00| 2500.00000 5000.00| 1250.00000 2500.00 54" Side Drain Pipe End Treatment, | | | Class 2 | | | 0640 619B270 6.000 EACH| 1290.00000 7740.00| 2650.00000 15900.00| 2000.00000 12000.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -6 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 11014 |( 3 ) 19074 |ROGERS GROUP, INC. |JOE KEENUM EXCAVATION & CON |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 620A000 3.000 CUYD| 250.00000 750.00| 750.00000 2250.00| 1000.00000 3000.00 Minor Structure Concrete | | | 0660 621A001 10.000 EACH| 2000.00000 20000.00| 2750.00000 27500.00| 1800.00000 18000.00 Junction Boxes, Type 1, 2P Or 5 | | | 0670 621A017 3.000 EACH| 2000.00000 6000.00| 2950.00000 8850.00| 2250.00000 6750.00 Junction Boxes, Type 4, 2P Or 5 | | | 0680 621B001 7.000 EACH| 2200.00000 15400.00| 450.00000 3150.00| 650.00000 4550.00 Junction Box Units, Type 1, 2P Or 5 | | | 0690 621B019 1.000 EACH| 2000.00000 2000.00| 550.00000 550.00| 750.00000 750.00 Junction Box Units, Type 4, 2P Or 5 | | | 0700 621C015 68.000 EACH| 2000.00000 136000.00| 2000.00000 136000.00| 1750.00000 119000.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0710 621C016 4.000 EACH| 2000.00000 8000.00| 2300.00000 9200.00| 2000.00000 8000.00 Inlets, Type S2 Or S4 (1 Wing) | | | 0720 621C017 10.000 EACH| 2250.00000 22500.00| 2300.00000 23000.00| 1900.00000 19000.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0730 621C018 3.000 EACH| 2250.00000 6750.00| 2650.00000 7950.00| 2150.00000 6450.00 Inlets, Type S2 Or S4 (2 Wing) | | | 0740 621C027 2.000 EACH| 500.00000 1000.00| 1650.00000 3300.00| 1500.00000 3000.00 Inlets, Type C | | | 0750 621C036 7.000 EACH| 2000.00000 14000.00| 2300.00000 16100.00| 2000.00000 14000.00 Inlets, Type S1 Or S3 (1 Wing)(Modified | | | 0760 621C049 2.000 EACH| 2250.00000 4500.00| 2550.00000 5100.00| 2150.00000 4300.00 Inlets, Type S1 Or S3 (2 Wing)(Modified | | | 0770 621C088 2.000 EACH| 2250.00000 4500.00| 2850.00000 5700.00| 2400.00000 4800.00 Inlets, Type S2 Or S4 (2 Wing)(Modified | | | 0780 621C095 1.000 EACH| 1600.00000 1600.00| 1850.00000 1850.00| 2250.00000 2250.00 Inlets, Type S2 Or S4(Partial) | | | 0790 621D015 88.000 EACH| 500.00000 44000.00| 500.00000 44000.00| 475.00000 41800.00 Inlet Units, Type S1 Or S3 | | | 0800 621D016 16.000 EACH| 500.00000 8000.00| 600.00000 9600.00| 525.00000 8400.00 Inlet Units, Type S2 Or S4 | | | 0810 623A003 1001.000 LF | 12.50000 12512.50| 15.00000 15015.00| 14.00000 14014.00 Concrete Gutter (4' 0" Wide) | | | 0820 623C000 23006.000 LF | 7.00000 161042.00| 10.20000 234661.20| 9.00000 207054.00 Combination Curb & Gutter, Type C | | | 0830 630A001 116.000 LF | 18.50000 2146.00| 18.50000 2146.00| 20.35000 2360.60 Steel Beam Guardrail, Class A, Type 2 | | | 0840 630C050 2.000 EACH| 1450.00000 2900.00| 1450.00000 2900.00| 1595.00000 3190.00 Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -7 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 11014 |( 3 ) 19074 |ROGERS GROUP, INC. |JOE KEENUM EXCAVATION & CON |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 650A000 8067.000 CUYD| 7.40000 59695.80| 5.00000 40335.00| 6.00000 48402.00 Topsoil | | | 0860 652A050 12.000 ACRE| 600.00000 7200.00| 480.00000 5760.00| 522.50000 6270.00 Seeding (Mix 1A) | | | 0870 652B050 6.000 ACRE| 400.00000 2400.00| 480.00000 2880.00| 522.50000 3135.00 Temporary Seeding (Mix 1AT) | | | 0880 652C000 138.000 ACRE| 45.00000 6210.00| 42.50000 5865.00| 55.00000 7590.00 Mowing | | | 0890 652D050 6.000 ACRE| 400.00000 2400.00| 532.00000 3192.00| 715.00000 4290.00 Seeding In Stubble (Mix 1A) | | | 0900 654A001 562.000 SQYD| 4.00000 2248.00| 5.90000 3315.80| 3.58000 2011.96 Solid Sodding (Bermuda) | | | 0910 656A000 18.000 ACRE| 525.00000 9450.00| 478.75000 8617.50| 522.50000 9405.00 Mulching, Class A, Type 1 | | | 0920 659A000 1807.000 SQYD| 2.50000 4517.50| 3.20000 5782.40| 2.20000 3975.40 Erosion Control Netting, Class A | | | 0930 665B000 46.000 ACRE| 425.00000 19550.00| 425.50000 19573.00| 462.00000 21252.00 Temporary Mulching | | | 0940 665C000 500.000 LF | 12.00000 6000.00| 17.00000 8500.00| 20.00000 10000.00 15" Temporary Pipe | | | 0950 665F000 3192.000 EACH| 5.00000 15960.00| 5.00000 15960.00| 5.00000 15960.00 Hay Bales | | | 0960 665G000 1150.000 EACH| 3.00000 3450.00| 5.00000 5750.00| 4.00000 4600.00 Sand Bags | | | 0970 665I000 1020.000 TON | 15.00000 15300.00| 12.00000 12240.00| 19.00000 19380.00 Temporary Riprap, Class 2 | | | 0980 665J000 24716.000 LF | 3.00000 74148.00| 3.25000 80327.00| 2.50000 61790.00 Silt Fence, Type A | | | 0990 666A001 18.000 ACRE| 30.00000 540.00| 60.00000 1080.00| 11.00000 198.00 Pest Control Treatment | | | 1000 680A000 LUMP| 75000.00000 75000.00| 150000.00000 150000.00| 145000.00000 145000.00 Engineering Controls | | | 1010 701A028 3.000 MILE| 1475.00000 4425.00| 1475.00000 4425.00| 1622.50000 4867.50 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1020 701A041 9.000 MILE| 980.00000 8820.00| 980.00000 8820.00| 1078.00000 9702.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1030 701A046 2.000 MILE| 980.00000 1960.00| 980.00000 1960.00| 1078.00000 2156.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -8 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 11014 |( 3 ) 19074 |ROGERS GROUP, INC. |JOE KEENUM EXCAVATION & CON |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 701A048 7.000 MILE| 1680.00000 11760.00| 1680.00000 11760.00| 1848.00000 12936.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1050 701B009 6019.000 LF | 0.85000 5116.15| 0.85000 5116.15| 0.94000 5657.86 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1060 701C000 19.000 MILE| 390.00000 7410.00| 390.00000 7410.00| 429.00000 8151.00 Broken Temporary Traffic Stripe | | | 1070 701C001 14.000 MILE| 480.00000 6720.00| 480.00000 6720.00| 528.00000 7392.00 Solid Temporary Traffic Stripe | | | 1080 701C004 1.000 MILE| 3100.00000 3100.00| 3100.00000 3100.00| 3410.00000 3410.00 Broken Temporary Traffic Stripe (Tape) | | | 1090 701C005 2.000 MILE| 6800.00000 13600.00| 6800.00000 13600.00| 7480.00000 14960.00 Solid Temporary Traffic Stripe (Tape) | | | 1100 701D007 1.000 MILE| 1600.00000 1600.00| 1600.00000 1600.00| 1760.00000 1760.00 Solid Traffic Stripe Removed (Paint) | | | 1110 701D008 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| 1925.00000 1925.00 Solid Traffic Stripe Removed (Plastic) | | | 1120 701D009 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 1100.00000 1100.00 Solid Traffic Stripe Removed (Tape) | | | 1130 701D016 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 1100.00000 1100.00 Broken Traffic Stripe Removed (Tape) | | | 1140 701F003 500.000 LF | 1.50000 750.00| 1.50000 750.00| 1.65000 825.00 Dotted Temporary Traffic Stripe (Tape) | | | 1150 703A002 8487.000 SQFT| 2.25000 19095.75| 2.25000 19095.75| 2.48000 21047.76 Traffic Control Markings, Class 2, Type | | | A | | | 1160 703B002 831.000 SQFT| 3.25000 2700.75| 3.25000 2700.75| 3.58000 2974.98 Traffic Control Legends, Class 2, Type | | | 1170 703C001 100.000 SQFT| 5.00000 500.00| 5.00000 500.00| 5.50000 550.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1180 703D000 100.000 SQFT| 12.00000 1200.00| 12.00000 1200.00| 13.20000 1320.00 Temporary Traffic Control Markings(Tape | | | 1190 703D001 527.000 SQFT| 1.50000 790.50| 1.50000 790.50| 1.65000 869.55 Temporary Traffic Control Markings | | | 1200 703E000 100.000 SQFT| 21.00000 2100.00| 21.00000 2100.00| 23.10000 2310.00 Temporary Traffic Control Legends (Tape | | | 1210 703E001 359.000 SQFT| 1.50000 538.50| 1.50000 538.50| 1.65000 592.35 Temporary Traffic Control Legends | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -9 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 11014 |( 3 ) 19074 |ROGERS GROUP, INC. |JOE KEENUM EXCAVATION & CON |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1220 705A011 556.000 EACH| 5.50000 3058.00| 5.50000 3058.00| 6.05000 3363.80 Pavement Markers, Class C, Type 1-A | | | 1230 705A012 285.000 EACH| 5.50000 1567.50| 5.50000 1567.50| 6.05000 1724.25 Pavement Markers, Class C, Type 1-B | | | 1240 705A023 35.000 EACH| 5.50000 192.50| 5.50000 192.50| 6.05000 211.75 Pavement Markers, Class C, Type 2-D | | | 1250 705A024 285.000 EACH| 5.50000 1567.50| 5.50000 1567.50| 6.05000 1724.25 Pavement Markers, Class C, Type 2-E | | | 1260 705A030 117.000 EACH| 5.50000 643.50| 5.50000 643.50| 6.05000 707.85 Pavement Markers, Class A-H, Type 2-C | | | 1270 705A031 459.000 EACH| 5.50000 2524.50| 5.50000 2524.50| 6.05000 2776.95 Pavement Markers, Class A-H, Type 1-A | | | 1280 705A032 112.000 EACH| 5.50000 616.00| 5.50000 616.00| 6.05000 677.60 Pavement Markers, Class A-H, Type 1-B | | | 1290 705A037 501.000 EACH| 5.50000 2755.50| 5.50000 2755.50| 6.05000 3031.05 Pavement Markers, Class A-H, Type 2-D | | | 1300 705A038 56.000 EACH| 5.50000 308.00| 5.50000 308.00| 6.05000 338.80 Pavement Markers, Class A-H, Type 2-E | | | 1310 707B003 3.000 EACH| 125.00000 375.00| 160.00000 480.00| 137.50000 412.50 Type A Hazard Marker Installation | | | 1320 710A115 234.000 SQFT| 15.00000 3510.00| 17.70000 4141.80| 14.30000 3346.20 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1330 710A126 170.000 SQFT| 15.00000 2550.00| 19.20000 3264.00| 16.45000 2796.50 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1340 710B001 784.000 LF | 6.00000 4704.00| 8.50000 6664.00| 6.05000 4743.20 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1350 726A000 150.000 LF | 65.00000 9750.00| 50.00000 7500.00| 75.00000 11250.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1360 726A001 10.000 LF | 85.00000 850.00| 50.00000 500.00| 75.00000 750.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1370 726D020 1.000 EACH| 12000.00000 12000.00| 10000.00000 10000.00| 6064.30000 6064.30 Portable Impact Attenuator Assembly( | | | Unidirectional, TL-2) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -10 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 11014 |( 3 ) 19074 |ROGERS GROUP, INC. |JOE KEENUM EXCAVATION & CON |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 730A000 LUMP| 1400.00000 1400.00| 1400.00000 1400.00| 1540.00000 1540.00 Removal Of Existing Traffic Control | | | Unit (SR133 AT AVALON AVE) | | | 1390 730A001 LUMP| 1400.00000 1400.00| 1400.00000 1400.00| 1540.00000 1540.00 Removal Of Existing Traffic Control | | | Unit (SR133 AT SR184) | | | 1400 730C000 LUMP| 3900.00000 3900.00| 3900.00000 3900.00| 4290.00000 4290.00 Furnishing And Installing Traffic | | | Control Unit (SR133 AT AVALON AVE) | | | 1410 730C001 LUMP| 4100.00000 4100.00| 4100.00000 4100.00| 4510.00000 4510.00 Furnishing And Installing Traffic | | | Control Unit (SR133 AT SR184) | | | 1420 730E000 8.000 EACH| 900.00000 7200.00| 900.00000 7200.00| 990.00000 7920.00 Metal Traffic Signal Pole Foundation | | | 1430 730G001 8.000 EACH| 3500.00000 28000.00| 3500.00000 28000.00| 3850.00000 30800.00 Metal Traffic Signal Strain Pole | | | 1440 730H001 6110.000 LF | 1.80000 10998.00| 1.80000 10998.00| 1.98000 12097.80 Loop Wire | | | 1450 730I001 9335.000 LF | 0.90000 8401.50| 0.90000 8401.50| 0.99000 9241.65 Loop Detector Lead-In-Cable | | | 1460 730J010 22.000 EACH| 165.00000 3630.00| 165.00000 3630.00| 181.50000 3993.00 Vehicle Loop Detector | | | 1470 730K000 30.000 EACH| 360.00000 10800.00| 360.00000 10800.00| 396.00000 11880.00 Traffic Signal Junction Box | | | 1480 730L003 2253.000 LF | 3.00000 6759.00| 3.00000 6759.00| 3.30000 7434.90 1", Non-Metallic, Conduit | | | 1490 730L005 715.000 LF | 5.50000 3932.50| 5.50000 3932.50| 6.05000 4325.75 2", Non-Metallic, Conduit | | | 1500 730N010 8.000 EACH| 700.00000 5600.00| 700.00000 5600.00| 770.00000 6160.00 Luminaire Extension Assembly, 12 FEET | | | 1510 730P011 10.000 EACH| 375.00000 3750.00| 375.00000 3750.00| 412.50000 4125.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type Incandescent | | | 1520 730P013 8.000 EACH| 650.00000 5200.00| 650.00000 5200.00| 715.00000 5720.00 Vehicular Signal Head, 12 Inch, 5 | | | section, Type Incandescent | | | 1530 730R022 2.000 EACH| 6500.00000 13000.00| 6500.00000 13000.00| 7150.00000 14300.00 Controller Assembly, Type III, 8 Phase | | | 1540 740B000 2406.000 SQFT| 10.00000 24060.00| 10.65000 25623.90| 7.70000 18526.20 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -11 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 11014 |( 3 ) 19074 |ROGERS GROUP, INC. |JOE KEENUM EXCAVATION & CON |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1550 740D000 754.000 EACH| 50.00000 37700.00| 63.85000 48142.90| 50.00000 37700.00 Channelizing Drums | | | 1560 740E000 50.000 EACH| 3.00000 150.00| 21.30000 1065.00| 10.00000 500.00 Cones (36 Inches High) | | | 1570 740F002 76.000 EACH| 350.00000 26600.00| 202.15000 15363.40| 165.00000 12540.00 Barricades, Type III | | | 1580 740I005 38.000 EACH| 85.00000 3230.00| 450.00000 17100.00| 385.00000 14630.00 Warning Lights, Type B (Detachable Head | | | 1590 740M001 50.000 EACH| 2.00000 100.00| 7.00000 350.00| 15.00000 750.00 Ballast For Cone | | | 1600 740Q000 200.000 LF | 3.00000 600.00| 5.00000 1000.00| 10.00000 2000.00 Construction Safety Fence | | | 1610 741C010 1.000 EACH| 1500.00000 1500.00| 7000.00000 7000.00| 3500.00000 3500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1620 756A021 239.000 LF | 19.00000 4541.00| 19.00000 4541.00| 20.90000 4995.10 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1630 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,367,998.55| $ 7,187,870.55| $ 7,277,514.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,367,998.55| $ 7,187,870.55| $ 7,277,514.49 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -12 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 17823.20000 17823.20| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 44 ACRES) | | | 0020 204A000 1.000 EACH| 916.50000 916.50| | Closing Water Well | | | 0030 205A001 1.000 EACH| 574.07000 574.07| | Removal Of Structures, Structure No. 2 | | | 0040 205A002 1.000 EACH| 2517.47000 2517.47| | Removal Of Structures, Structure No. 17 | | | 0050 205A003 1.000 EACH| 951.32000 951.32| | Removal Of Structures, Structure No. 19 | | | 0060 205A004 1.000 EACH| 4187.91000 4187.91| | Removal Of Structures, Structure No. 20 | | | 0070 205A005 1.000 EACH| 4985.68000 4985.68| | Removal Of Structures, Structure No. 23 | | | 0080 206B000 LUMP| 13250.00000 13250.00| | Removal Of Old Box Culvert, Station | | | 291+51.56 | | | 0090 206C000 1818.000 SQYD| 3.02000 5490.36| | Removing Concrete Sidewalk | | | 0100 206D000 1449.000 LF | 9.30000 13475.70| | Removing Pipe | | | 0110 206D002 123.000 LF | 3.09000 380.07| | Removing Curb | | | 0120 206D003 7263.000 LF | 1.74000 12637.62| | Removing Curb And Gutter | | | 0130 206D011 1866.000 LF | 1.35000 2519.10| | Removing Fence | | | 0140 206E001 14.000 EACH| 423.53000 5929.42| | Removing Inlets | | | 0150 210A000 70247.000 CUYD| 5.38000 377928.86| | Unclassified Excavation | | | 0160 214A000 11951.000 CUYD| 2.37000 28323.87| | Structure Excavation | | | 0170 214B001 4917.000 CUYD| 9.66000 47498.22| | Foundation Backfill, Commercial | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -13 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 224A000 1000.000 CUYD| 8.14000 8140.00| | Lime Sink Excavation | | | 0190 224B000 1000.000 CUYD| 12.22000 12220.00| | Special Backfill For Lime Sink, ALDOT | | | #57,#67 Or #467 | | | 0200 224D000 200.000 CUYD| 83.84000 16768.00| | Concrete Seal For Lime Sink | | | 0210 230A000 116.000 RBST| 343.71000 39870.36| | Roadbed Processing | | | 0220 301A008 128323.000 SQYD| 3.47000 445280.81| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0230 301A012 135362.000 SQYD| 3.39000 458877.18| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0240 305B060 280.000 TON | 32.87000 9203.60| | Crushed Aggregate, Section 825, For | | | Miscellaneous Use (Added 1-220012) | | | 0250 306A000 1.000 EACH| 6843.40000 6843.40| | Portable Nuclear Moisture-Density | | | Testing Device | | | 0260 306C000 1.000 EACH| 6843.40000 6843.40| | Nuclear Thin Layer Density Testing | | | Device | | | 0270 401A000 133548.000 SQYD| 0.32000 42735.36| | Bituminous Treatment A | | | 0280 405A000 12105.000 GAL | 1.06000 12831.30| | Tack Coat | | | 0290 410A002 1.000 EACH| 26176.93000 26176.93| | Profilograph | | | 0300 424A280 8947.000 TON | 42.41000 379442.27| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0310 424B282 23203.000 TON | 32.99000 765466.97| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0320 424B582 21370.000 TON | 29.75000 635757.50| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -14 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 424B590 3090.000 TON | 35.52000 109756.80| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL E | | | 0340 424C281 45410.000 TON | 29.08000 1320522.80| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0350 424C283 1000.000 TON | 47.69000 47690.00| | Superpave Bituminous Concrete Base | | | Layer, Patching, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0360 428C000 1950.000 LF | 2.45000 4777.50| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0370 430B014 30.000 TON | 16.27000 488.10| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0380 502A000 119293.000 LB | 0.49000 58453.57| | Steel Reinforcement | | | 0390 524A011 723.000 CUYD| 302.10000 218418.30| | Culvert Concrete (Cast In Place) | | | 0400 530A002 14401.000 LF | 32.63000 469904.63| | 24" Roadway Pipe (Class 3 R.C.) | | | 0410 530A003 425.000 LF | 39.31000 16706.75| | 30" Roadway Pipe (Class 3 R.C.) | | | 0420 530A004 776.000 LF | 45.83000 35564.08| | 36" Roadway Pipe (Class 3 R.C.) | | | 0430 530A005 1090.000 LF | 83.44000 90949.60| | 42" Roadway Pipe (Class 3 R.C.) | | | 0440 530A007 1007.000 LF | 103.05000 103771.35| | 54" Roadway Pipe (Class 3 R.C.) | | | 0450 530B005 364.000 LF | 63.67000 23175.88| | 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0460 535A001 101.000 LF | 36.67000 3703.67| | 18" Side Drain Pipe | | | 0470 535A003 93.000 LF | 50.81000 4725.33| | 30" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -15 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 535A007 88.000 LF | 85.68000 7539.84| | 54" Side Drain Pipe | | | 0490 600A000 LUMP| 329954.46000 329954.46| | Mobilization | | | 0500 602A000 109.000 EACH| 116.60000 12709.40| | Right Of Way Markers | | | 0510 610C001 2545.000 TON | 18.09000 46039.05| | Loose Riprap, Class 2 | | | 0520 610D003 2268.000 SQYD| 0.89000 2018.52| | Filter Blanket, Geotextile | | | 0530 614A000 475.000 CUYD| 318.00000 151050.00| | Slope Paving | | | 0540 617A000 4537.000 SQYD| 3.51000 15924.87| | Bituminous Treated Glass Fiber Flumes | | | 0550 618A000 585.000 SQYD| 26.50000 15502.50| | Concrete Sidewalk, 4" Thick | | | 0560 618B003 280.000 SQYD| 33.92000 9497.60| | Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0570 619A003 15.000 EACH| 689.00000 10335.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0580 619A005 1.000 EACH| 1219.00000 1219.00| | 36" Roadway Pipe End Treatment, Class 1 | | | 0590 619A055 3.000 EACH| 2066.92000 6200.76| | 36" Roadway Pipe End Treatment, Class 2 | | | 0600 619A058 4.000 EACH| 2173.00000 8692.00| | 54" Roadway Pipe End Treatment, Class 2 | | | 0610 619A101 6.000 EACH| 636.00000 3816.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0620 619A103 2.000 EACH| 980.50000 1961.00| | 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0630 619A132 2.000 EACH| 2279.00000 4558.00| | 54" Side Drain Pipe End Treatment, | | | Class 2 | | | 0640 619B270 6.000 EACH| 3339.00000 20034.00| | 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -16 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 620A000 3.000 CUYD| 383.87000 1151.61| | Minor Structure Concrete | | | 0660 621A001 10.000 EACH| 2252.50000 22525.00| | Junction Boxes, Type 1, 2P Or 5 | | | 0670 621A017 3.000 EACH| 4505.00000 13515.00| | Junction Boxes, Type 4, 2P Or 5 | | | 0680 621B001 7.000 EACH| 583.00000 4081.00| | Junction Box Units, Type 1, 2P Or 5 | | | 0690 621B019 1.000 EACH| 848.00000 848.00| | Junction Box Units, Type 4, 2P Or 5 | | | 0700 621C015 68.000 EACH| 1961.00000 133348.00| | Inlets, Type S1 Or S3 (1 Wing) | | | 0710 621C016 4.000 EACH| 2570.50000 10282.00| | Inlets, Type S2 Or S4 (1 Wing) | | | 0720 621C017 10.000 EACH| 2252.50000 22525.00| | Inlets, Type S1 Or S3 (2 Wing) | | | 0730 621C018 3.000 EACH| 3190.60000 9571.80| | Inlets, Type S2 Or S4 (2 Wing) | | | 0740 621C027 2.000 EACH| 1643.00000 3286.00| | Inlets, Type C | | | 0750 621C036 7.000 EACH| 2491.00000 17437.00| | Inlets, Type S1 Or S3 (1 Wing)(Modified | | | 0760 621C049 2.000 EACH| 2332.00000 4664.00| | Inlets, Type S1 Or S3 (2 Wing)(Modified | | | 0770 621C088 2.000 EACH| 2491.00000 4982.00| | Inlets, Type S2 Or S4 (2 Wing)(Modified | | | 0780 621C095 1.000 EACH| 1113.00000 1113.00| | Inlets, Type S2 Or S4(Partial) | | | 0790 621D015 88.000 EACH| 424.00000 37312.00| | Inlet Units, Type S1 Or S3 | | | 0800 621D016 16.000 EACH| 583.00000 9328.00| | Inlet Units, Type S2 Or S4 | | | 0810 623A003 1001.000 LF | 12.72000 12732.72| | Concrete Gutter (4' 0" Wide) | | | 0820 623C000 23006.000 LF | 8.22000 189109.32| | Combination Curb & Gutter, Type C | | | 0830 630A001 116.000 LF | 14.84000 1721.44| | Steel Beam Guardrail, Class A, Type 2 | | | 0840 630C050 2.000 EACH| 1590.00000 3180.00| | Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -17 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 650A000 8067.000 CUYD| 8.54000 68892.18| | Topsoil | | | 0860 652A050 12.000 ACRE| 528.68000 6344.16| | Seeding (Mix 1A) | | | 0870 652B050 6.000 ACRE| 528.68000 3172.08| | Temporary Seeding (Mix 1AT) | | | 0880 652C000 138.000 ACRE| 55.65000 7679.70| | Mowing | | | 0890 652D050 6.000 ACRE| 723.45000 4340.70| | Seeding In Stubble (Mix 1A) | | | 0900 654A001 562.000 SQYD| 3.62000 2034.44| | Solid Sodding (Bermuda) | | | 0910 656A000 18.000 ACRE| 528.68000 9516.24| | Mulching, Class A, Type 1 | | | 0920 659A000 1807.000 SQYD| 2.23000 4029.61| | Erosion Control Netting, Class A | | | 0930 665B000 46.000 ACRE| 467.46000 21503.16| | Temporary Mulching | | | 0940 665C000 500.000 LF | 22.26000 11130.00| | 15" Temporary Pipe | | | 0950 665F000 3192.000 EACH| 8.87000 28313.04| | Hay Bales | | | 0960 665G000 1150.000 EACH| 6.34000 7291.00| | Sand Bags | | | 0970 665I000 1020.000 TON | 17.72000 18074.40| | Temporary Riprap, Class 2 | | | 0980 665J000 24716.000 LF | 2.87000 70934.92| | Silt Fence, Type A | | | 0990 666A001 18.000 ACRE| 11.13000 200.34| | Pest Control Treatment | | | 1000 680A000 LUMP| 127302.05000 127302.05| | Engineering Controls | | | 1010 701A028 3.000 MILE| 1563.50000 4690.50| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1020 701A041 9.000 MILE| 1038.80000 9349.20| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1030 701A046 2.000 MILE| 1038.80000 2077.60| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -18 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 701A048 7.000 MILE| 1780.80000 12465.60| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1050 701B009 6019.000 LF | 0.90000 5417.10| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1060 701C000 19.000 MILE| 413.40000 7854.60| | Broken Temporary Traffic Stripe | | | 1070 701C001 14.000 MILE| 508.80000 7123.20| | Solid Temporary Traffic Stripe | | | 1080 701C004 1.000 MILE| 3286.00000 3286.00| | Broken Temporary Traffic Stripe (Tape) | | | 1090 701C005 2.000 MILE| 7208.00000 14416.00| | Solid Temporary Traffic Stripe (Tape) | | | 1100 701D007 1.000 MILE| 1696.00000 1696.00| | Solid Traffic Stripe Removed (Paint) | | | 1110 701D008 1.000 MILE| 1855.00000 1855.00| | Solid Traffic Stripe Removed (Plastic) | | | 1120 701D009 1.000 MILE| 1060.00000 1060.00| | Solid Traffic Stripe Removed (Tape) | | | 1130 701D016 1.000 MILE| 1060.00000 1060.00| | Broken Traffic Stripe Removed (Tape) | | | 1140 701F003 500.000 LF | 1.59000 795.00| | Dotted Temporary Traffic Stripe (Tape) | | | 1150 703A002 8487.000 SQFT| 2.39000 20283.93| | Traffic Control Markings, Class 2, Type | | | A | | | 1160 703B002 831.000 SQFT| 3.45000 2866.95| | Traffic Control Legends, Class 2, Type | | | 1170 703C001 100.000 SQFT| 5.30000 530.00| | Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1180 703D000 100.000 SQFT| 12.72000 1272.00| | Temporary Traffic Control Markings(Tape | | | 1190 703D001 527.000 SQFT| 1.06000 558.62| | Temporary Traffic Control Markings | | | 1200 703E000 100.000 SQFT| 22.26000 2226.00| | Temporary Traffic Control Legends (Tape | | | 1210 703E001 359.000 SQFT| 1.59000 570.81| | Temporary Traffic Control Legends | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -19 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1220 705A011 556.000 EACH| 5.83000 3241.48| | Pavement Markers, Class C, Type 1-A | | | 1230 705A012 285.000 EACH| 5.83000 1661.55| | Pavement Markers, Class C, Type 1-B | | | 1240 705A023 35.000 EACH| 5.83000 204.05| | Pavement Markers, Class C, Type 2-D | | | 1250 705A024 285.000 EACH| 5.83000 1661.55| | Pavement Markers, Class C, Type 2-E | | | 1260 705A030 117.000 EACH| 5.83000 682.11| | Pavement Markers, Class A-H, Type 2-C | | | 1270 705A031 459.000 EACH| 5.83000 2675.97| | Pavement Markers, Class A-H, Type 1-A | | | 1280 705A032 112.000 EACH| 5.83000 652.96| | Pavement Markers, Class A-H, Type 1-B | | | 1290 705A037 501.000 EACH| 5.83000 2920.83| | Pavement Markers, Class A-H, Type 2-D | | | 1300 705A038 56.000 EACH| 5.83000 326.48| | Pavement Markers, Class A-H, Type 2-E | | | 1310 707B003 3.000 EACH| 139.13000 417.39| | Type A Hazard Marker Installation | | | 1320 710A115 234.000 SQFT| 14.47000 3385.98| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1330 710A126 170.000 SQFT| 16.64000 2828.80| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1340 710B001 784.000 LF | 6.12000 4798.08| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1350 726A000 150.000 LF | 55.48000 8322.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1360 726A001 10.000 LF | 72.75000 727.50| | Portable Concrete Safety Barriers, Type | | | 6-A | | | 1370 726D020 1.000 EACH| 9604.13000 9604.13| | Portable Impact Attenuator Assembly( | | | Unidirectional, TL-2) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -20 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 730A000 LUMP| 1484.00000 1484.00| | Removal Of Existing Traffic Control | | | Unit (SR133 AT AVALON AVE) | | | 1390 730A001 LUMP| 1484.00000 1484.00| | Removal Of Existing Traffic Control | | | Unit (SR133 AT SR184) | | | 1400 730C000 LUMP| 4134.00000 4134.00| | Furnishing And Installing Traffic | | | Control Unit (SR133 AT AVALON AVE) | | | 1410 730C001 LUMP| 4346.00000 4346.00| | Furnishing And Installing Traffic | | | Control Unit (SR133 AT SR184) | | | 1420 730E000 8.000 EACH| 954.00000 7632.00| | Metal Traffic Signal Pole Foundation | | | 1430 730G001 8.000 EACH| 3710.00000 29680.00| | Metal Traffic Signal Strain Pole | | | 1440 730H001 6110.000 LF | 1.91000 11670.10| | Loop Wire | | | 1450 730I001 9335.000 LF | 0.95000 8868.25| | Loop Detector Lead-In-Cable | | | 1460 730J010 22.000 EACH| 174.90000 3847.80| | Vehicle Loop Detector | | | 1470 730K000 30.000 EACH| 381.60000 11448.00| | Traffic Signal Junction Box | | | 1480 730L003 2253.000 LF | 3.18000 7164.54| | 1", Non-Metallic, Conduit | | | 1490 730L005 715.000 LF | 5.83000 4168.45| | 2", Non-Metallic, Conduit | | | 1500 730N010 8.000 EACH| 742.00000 5936.00| | Luminaire Extension Assembly, 12 FEET | | | 1510 730P011 10.000 EACH| 397.50000 3975.00| | Vehicular Signal Head, 12 Inch, 3 | | | Section, Type Incandescent | | | 1520 730P013 8.000 EACH| 689.00000 5512.00| | Vehicular Signal Head, 12 Inch, 5 | | | section, Type Incandescent | | | 1530 730R022 2.000 EACH| 6890.00000 13780.00| | Controller Assembly, Type III, 8 Phase | | | 1540 740B000 2406.000 SQFT| 7.79000 18742.74| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 008 -21 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20031205008 COUNTIES : COLBERT LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1550 740D000 754.000 EACH| 72.30000 54514.20| | Channelizing Drums | | | 1560 740E000 50.000 EACH| 11.84000 592.00| | Cones (36 Inches High) | | | 1570 740F002 76.000 EACH| 159.00000 12084.00| | Barricades, Type III | | | 1580 740I005 38.000 EACH| 289.19000 10989.22| | Warning Lights, Type B (Detachable Head | | | 1590 740M001 50.000 EACH| 7.79000 389.50| | Ballast For Cone | | | 1600 740Q000 200.000 LF | 3.61000 722.00| | Construction Safety Fence | | | 1610 741C010 1.000 EACH| 1495.83000 1495.83| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1620 756A021 239.000 LF | 20.14000 4813.46| | 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1630 999 000 4500.000 HOUR| 0.80000 3600.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 7,833,615.78| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,833,615.78| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20031205021 COUNTIES : JEFFERSON LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPBH-0084(501) for constructing the Traffic Signal Upgrades on S.R.#5 (U.S.#78) from Pershing Road to Persimmon Street near Birmingham. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19060 STONE ELECTRIC COMPANY, INC. $ 290,374.70 100.0000% 2 20003 TEMPLE ELECTRIC COMPANY, INC. $ 338,528.00 116.5832% 3 19083 STONE & SONS ELECTRICAL CONTRACTORS, INC. $ 405,161.00 139.5304% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20031205021 COUNTIES : JEFFERSON LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( 3 ) 19083 |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN |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| 10000.00000 10000.00| 15000.00000 15000.00| 35000.00000 35000.00 Mobilization | | | 0020 730A012 LUMP| 617.00000 617.00| 954.00000 954.00| 1770.00000 1770.00 Removal Of Existing Traffic Control | | | Unit (Partial)( (US 78 at Pershing Rd.) | | | 0030 730A013 LUMP| 525.00000 525.00| 335.00000 335.00| 1090.00000 1090.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US 78 at Mulberry Rd. | | | /Grainger Dr.) | | | 0040 730A014 LUMP| 352.00000 352.00| 335.00000 335.00| 1890.00000 1890.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US 78 at Hedgewood Rd.) | | | 0050 730A015 LUMP| 264.00000 264.00| 500.00000 500.00| 1090.00000 1090.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US 78 at Heflin Ave.) | | | 0060 730A016 LUMP| 309.00000 309.00| 1500.00000 1500.00| 1730.00000 1730.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US 78 at Tomahawk Rd.) | | | 0070 730A017 LUMP| 370.00000 370.00| 370.00000 370.00| 1780.00000 1780.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US 78 at Allegheny Dr.) | | | 0080 730A018 LUMP| 309.00000 309.00| 335.00000 335.00| 1620.00000 1620.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US 78 at Perimmon St.) | | | 0090 730C000 LUMP| 3560.00000 3560.00| 6911.00000 6911.00| 10365.00000 10365.00 Furnishing And Installing Traffic | | | Control Unit (US 78 at Pershing Rd.) | | | 0100 730C001 LUMP| 2474.00000 2474.00| 6911.00000 6911.00| 6853.00000 6853.00 Furnishing And Installing Traffic | | | Control Unit (US 78 at Mulberry Rd. | | | /Grainger Dr.) | | | 0110 730C002 LUMP| 2318.00000 2318.00| 7177.00000 7177.00| 8180.00000 8180.00 Furnishing And Installing Traffic | | | Control Unit (US 78 at Hedgewood Rd.) | | | 0120 730C003 LUMP| 944.00000 944.00| 2077.00000 2077.00| 3562.00000 3562.00 Furnishing And Installing Traffic | | | Control Unit (US 78 at Heflin Ave.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20031205021 COUNTIES : JEFFERSON LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( 3 ) 19083 |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN |STONE & SONS ELECTRICAL CONTRAC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 730C004 LUMP| 1021.00000 1021.00| 2850.00000 2850.00| 7024.00000 7024.00 Furnishing And Installing Traffic | | | Control Unit (US 78 at Tomahawk Rd.) | | | 0140 730C005 LUMP| 1503.00000 1503.00| 2077.00000 2077.00| 3562.00000 3562.00 Furnishing And Installing Traffic | | | Control Unit (US 78 at Allegheny Dr.) | | | 0150 730C006 LUMP| 1121.00000 1121.00| 4830.00000 4830.00| 8300.00000 8300.00 Furnishing And Installing Traffic | | | Control Unit (US 78 at Persimmon St.) | | | 0160 730E000 4.000 EACH| 3511.00000 14044.00| 1250.00000 5000.00| 1500.00000 6000.00 Metal Traffic Signal Pole Foundation | | | 0170 730G001 4.000 EACH| 3412.00000 13648.00| 3300.00000 13200.00| 3000.00000 12000.00 Metal Traffic Signal Strain Pole | | | 0180 730K000 3.000 EACH| 300.00000 900.00| 325.00000 975.00| 300.00000 900.00 Traffic Signal Junction Box | | | 0190 730L003 60.000 LF | 3.20000 192.00| 5.00000 300.00| 5.00000 300.00 1", Non-Metallic, Conduit | | | 0200 730L005 150.000 LF | 4.10000 615.00| 5.00000 750.00| 6.00000 900.00 2", Non-Metallic, Conduit | | | 0210 730N010 4.000 EACH| 685.00000 2740.00| 400.00000 1600.00| 800.00000 3200.00 Luminaire Extension Assembly, 12 Ft. | | | 0220 730P022 63.000 EACH| 746.00000 46998.00| 715.00000 45045.00| 724.00000 45612.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0230 730P024 3.000 EACH| 1100.00000 3300.00| 1280.00000 3840.00| 1100.00000 3300.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0240 730R022 6.000 EACH| 7749.00000 46494.00| 7775.00000 46650.00| 8400.00000 50400.00 Controller Assembly, Type III, 8 Phase | | | 0250 734A014 17090.000 LF | 0.53000 9057.70| 1.90000 32471.00| 1.90000 32471.00 Cable OSP, Loose Tube, 60F SM | | | 0260 734B007 390.000 LF | 0.40000 156.00| 2.00000 780.00| 2.00000 780.00 Drop Cable OSP 12F SM Central Core | | | 0270 734E000 8300.000 LF | 0.40000 3320.00| 0.25000 2075.00| 0.25000 2075.00 Detectable Tape System | | | 0280 734E019 110.000 LF | 0.42000 46.20| 4.00000 440.00| 4.00000 440.00 Buried Duct HDPE SDR11 1 1/4 Inch | | | 0290 734E026 8190.000 LF | 0.42000 3439.80| 5.00000 40950.00| 7.00000 57330.00 Buried Duct HDPE SDR11 2 X 1 1/4 Inch | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 021 -4 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20031205021 COUNTIES : JEFFERSON LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( 3 ) 19083 |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN |STONE & SONS ELECTRICAL CONTRAC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 734F002 6.000 EACH| 150.00000 900.00| 220.00000 1320.00| 200.00000 1200.00 Distribution Hardware SFDU 12 Fiber | | | 0310 734G002 24.000 EACH| 110.00000 2640.00| 50.00000 1200.00| 40.00000 960.00 Connector FC Termination SM | | | 0320 734G005 4.000 EACH| 617.00000 2468.00| 850.00000 3400.00| 600.00000 2400.00 Splice Closure, Aerial With Trays | | | 0330 734G006 3.000 EACH| 807.00000 2421.00| 1200.00000 3600.00| 700.00000 2100.00 Splice Closure, Undergrade With Trays | | | 0340 734G009 132.000 EACH| 95.00000 12540.00| 50.00000 6600.00| 45.00000 5940.00 Splicing, Fusion | | | 0350 734H015 6.000 EACH| 70.00000 420.00| 50.00000 300.00| 40.00000 240.00 Patch Cord Simplex SM,FC | | | 0360 734J000 8.000 EACH| 902.00000 7216.00| 700.00000 5600.00| 640.00000 5120.00 Commbox F1 | | | 0370 734N021 6.000 EACH| 1927.00000 11562.00| 2200.00000 13200.00| 2004.00000 12024.00 Fiber Optic Transceiver, RS-232 Remote | | | W/ Power | | | 0380 740B000 586.000 SQFT| 10.00000 5860.00| 10.00000 5860.00| 20.50000 12013.00 Construction Signs | | | 0390 740E000 200.000 EACH| 11.50000 2300.00| 5.00000 1000.00| 25.00000 5000.00 Cones (36 Inches High) | | | 0400 740M001 200.000 EACH| 7.50000 1500.00| 0.50000 100.00| 10.00000 2000.00 Ballast For Cone | | | 0410 741C010 2.000 EACH| 4950.00000 9900.00| 1500.00000 3000.00| 4000.00000 8000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0420 745A000 56.000 HOUR| 35.00000 1960.00| 35.00000 1960.00| 45.00000 2520.00 Uniformed Police Officer | | | 0430 756A023 1290.000 LF | 45.00000 58050.00| 35.00000 45150.00| 28.00000 36120.00 5" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | SECTION TOTALS | $ 290,374.70| $ 338,528.00| $ 405,161.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 290,374.70| $ 338,528.00| $ 405,161.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20031205022 COUNTIES : BARBOUR LETTING DATE : 12/05/03 10:00 AM DIVISION : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0300(207) for constructing the Bridge Replacement (Precast) on Cody Kennedy Road at a tributary of Pea Creek northwest of Louisville. Length 0.007 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 96,000.00 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 101,000.00 105.2083% 3 06001 F & W CONSTRUCTION COMPANY, INC. $ 102,300.00 106.5625% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20031205022 COUNTIES : BARBOUR LETTING DATE : 12/05/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 06001 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |F & W CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 20.000 CUYD| 10.00000 200.00| 7.50000 150.00| 10.00000 200.00 Unclassified Excavation | | | 0020 505M000 740.000 LF | 20.00000 14800.00| 20.00000 14800.00| 10.00000 7400.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0030 507A000 2.000 EACH| 3000.00000 6000.00| 2500.00000 5000.00| 4500.00000 9000.00 Wire Rope Abutment Anchor Assembly | | | 0040 511A000 22.000 EACH| 100.00000 2200.00| 100.00000 2200.00| 50.00000 1100.00 Elastomeric Bearings, Type 1 | | | 0050 512A014 2.000 EACH| 2500.00000 5000.00| 3000.00000 6000.00| 2500.00000 5000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0060 512C017 6.000 EACH| 4200.00000 25200.00| 4000.00000 24000.00| 2000.00000 12000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0070 512C025 2.000 EACH| 4500.00000 9000.00| 4250.00000 8500.00| 2100.00000 4200.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0080 512D031 2.000 EACH| 4200.00000 8400.00| 4200.00000 8400.00| 2500.00000 5000.00 Precast Concrete Barrier Rail End | | | Section, 39-11 3/8" Long (Modified) | | | 0090 512E002 8.000 EACH| 350.00000 2800.00| 600.00000 4800.00| 500.00000 4000.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0100 512F002 4.000 EACH| 525.00000 2100.00| 500.00000 2000.00| 500.00000 2000.00 Precast Concrete Wing Panels, Type W3 | | | 0110 512G000 4.000 EACH| 350.00000 1400.00| 250.00000 1000.00| 600.00000 2400.00 Precast Concrete Abutment Wing Cap Pane | | | 0120 600A000 LUMP| 10000.00000 10000.00| 12970.00000 12970.00| 20000.00000 20000.00 Mobilization | | | 0130 630C003 4.000 EACH| 950.00000 3800.00| 1220.00000 4880.00| 2500.00000 10000.00 Guardrail End Anchor, Type 13 | | | 0140 630C070 4.000 EACH| 1250.00000 5000.00| 950.00000 3800.00| 2500.00000 10000.00 Guardrail End Anchor, Type 10 Series | | | 0150 680A000 LUMP| 100.00000 100.00| 2500.00000 2500.00| 10000.00000 10000.00 Engineering Controls | | | SECTION TOTALS | $ 96,000.00| $ 101,000.00| $ 102,300.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 96,000.00| $ 101,000.00| $ 102,300.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20031205023 COUNTIES : BIBB LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-0406(200) for constructing the Bridge Replacement on Thomas Mill Road at Six Mile Creek southwest of Brierfield. Length 0.036 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 557,793.00 100.0000% 2 02088 B & B ENGINEERING & DESIGN $ 563,671.50 101.0539% 3 14008 NEWELL & BUSH, INC. $ 585,328.05 104.9364% 4 13099 MCINNIS, LLC $ 616,733.95 110.5668% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20031205023 COUNTIES : BIBB LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 02088 |( 3 ) 14008 |ALABAMA BRIDGE BUILDERS, IN |B & B ENGINEERING & DESIGN |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 ACRE) | | | 0020 206A000 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| 35000.00000 35000.00 Removal Of Old Bridge, Station 5+63.92 | | | TO STATION 6+63.92 | | | 0030 502A001 30067.000 LB | 0.50000 15033.50| 0.50000 15033.50| 0.65000 19543.55 Steel Reinforcement (Grade 60) | | | 0040 502B000 LUMP| 30000.00000 30000.00| 27000.00000 27000.00| 34000.00000 34000.00 Steel Reinforcement For Bridge | | | Superstructure, STATION 5+35.00, APPROX | | | 50535 LBS | | | 0050 506A004 66.000 LF | 535.00000 35310.00| 120.00000 7920.00| 560.00000 36960.00 Drilled Shaft Excavation, 3'-0" Diamete | | | 0060 506A008 7.000 LF | 535.00000 3745.00| 250.00000 1750.00| 650.00000 4550.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0070 506B001 36.000 LF | 800.00000 28800.00| 1300.00000 46800.00| 850.00000 30600.00 Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0080 506B003 40.000 LF | 1000.00000 40000.00| 1850.00000 74000.00| 950.00000 38000.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0090 506C040 102.000 LF | 50.00000 5100.00| 75.00000 7650.00| 58.00000 5916.00 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0100 506C042 47.000 LF | 50.00000 2350.00| 100.00000 4700.00| 63.00000 2961.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0110 506G000 6.000 EACH| 535.00000 3210.00| 200.00000 1200.00| 660.00000 3960.00 Crosshole Sonic Logging, 3'-0" Diameter | | | 0120 506G002 4.000 EACH| 535.00000 2140.00| 200.00000 800.00| 725.00000 2900.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0130 508A000 4193.000 LB | 3.50000 14675.50| 4.00000 16772.00| 2.50000 10482.50 Structural Steel | | | 0140 510A000 106.000 CUYD| 350.00000 37100.00| 400.00000 42400.00| 405.00000 42930.00 Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20031205023 COUNTIES : BIBB LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 02088 |( 3 ) 14008 |ALABAMA BRIDGE BUILDERS, IN |B & B ENGINEERING & DESIGN |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 510C051 LUMP| 85000.00000 85000.00| 97500.00000 97500.00| 100000.00000 100000.00 Bridge Concrete Superstructure, STATION | | | 5+35.00, APPROX 194 CU YDS | | | 0160 510E000 520.000 SQYD| 6.00000 3120.00| 6.00000 3120.00| 4.65000 2418.00 Grooving Concrete Bridge Decks | | | 0170 511A050 16.000 EACH| 200.00000 3200.00| 100.00000 1600.00| 183.00000 2928.00 Elastomeric Bearing Type 2(Mark B1) | | | 0180 511A053 8.000 EACH| 300.00000 2400.00| 150.00000 1200.00| 183.00000 1464.00 Elastomeric Bearing Type 2(Mark B4) | | | 0190 513B003 310.000 LF | 85.00000 26350.00| 67.00000 20770.00| 100.00000 31000.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0200 513B019 458.000 LF | 158.00000 72364.00| 130.00000 59540.00| 160.00000 73280.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0210 600A000 LUMP| 44500.00000 44500.00| 45000.00000 45000.00| 50000.00000 50000.00 Mobilization | | | 0220 610C001 1037.000 TON | 20.00000 20740.00| 23.00000 23851.00| 21.00000 21777.00 Loose Riprap, Class 2 | | | 0230 610D000 554.000 SQYD| 3.50000 1939.00| 3.00000 1662.00| 4.00000 2216.00 Filter Blanket | | | 0240 630A001 38.000 LF | 14.50000 551.00| 16.00000 608.00| 15.00000 570.00 Steel Beam Guardrail, Class A, Type 2 | | | 0250 630C003 4.000 EACH| 1050.00000 4200.00| 1500.00000 6000.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0260 630C070 4.000 EACH| 1125.00000 4500.00| 1650.00000 6600.00| 1200.00000 4800.00 Guardrail End Anchor, Type 10 Series | | | 0270 665A000 1.000 ACRE| 600.00000 600.00| 600.00000 600.00| 500.00000 500.00 Temporary Seeding | | | 0280 665B000 1.000 ACRE| 600.00000 600.00| 600.00000 600.00| 500.00000 500.00 Temporary Mulching | | | 0290 665F000 30.000 EACH| 5.00000 150.00| 8.00000 240.00| 22.00000 660.00 Hay Bales | | | 0300 665I000 80.000 TON | 25.00000 2000.00| 30.00000 2400.00| 25.00000 2000.00 Temporary Riprap, Class 2 | | | 0310 665J000 640.000 LF | 5.00000 3200.00| 6.00000 3840.00| 4.50000 2880.00 Silt Fence, Type A | | | 0320 680A000 LUMP| 26200.00000 26200.00| 3000.00000 3000.00| 7800.00000 7800.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 023 -4 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20031205023 COUNTIES : BIBB LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 02088 |( 3 ) 14008 |ALABAMA BRIDGE BUILDERS, IN |B & B ENGINEERING & DESIGN |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740B000 141.000 SQFT| 15.00000 2115.00| 15.00000 2115.00| 12.00000 1692.00 Construction Signs | | | 0340 740F002 8.000 EACH| 275.00000 2200.00| 400.00000 3200.00| 275.00000 2200.00 Barricades, Type III | | | 0350 740I005 4.000 EACH| 350.00000 1400.00| 300.00000 1200.00| 360.00000 1440.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 557,793.00| $ 563,671.50| $ 585,328.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 557,793.00| $ 563,671.50| $ 585,328.05 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 023 -5 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20031205023 COUNTIES : BIBB LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 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 201A001 LUMP| 3000.00000 3000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 ACRE) | | | 0020 206A000 LUMP| 48000.00000 48000.00| | Removal Of Old Bridge, Station 5+63.92 | | | TO STATION 6+63.92 | | | 0030 502A001 30067.000 LB | 0.85000 25556.95| | Steel Reinforcement (Grade 60) | | | 0040 502B000 LUMP| 41275.00000 41275.00| | Steel Reinforcement For Bridge | | | Superstructure, STATION 5+35.00, APPROX | | | 50535 LBS | | | 0050 506A004 66.000 LF | 530.00000 34980.00| | Drilled Shaft Excavation, 3'-0" Diamete | | | 0060 506A008 7.000 LF | 530.00000 3710.00| | Drilled Shaft Excavation, 4'-0" Diamete | | | 0070 506B001 36.000 LF | 795.00000 28620.00| | Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0080 506B003 40.000 LF | 901.00000 36040.00| | Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0090 506C040 102.000 LF | 48.00000 4896.00| | Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0100 506C042 47.000 LF | 48.00000 2256.00| | Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0110 506G000 6.000 EACH| 530.00000 3180.00| | Crosshole Sonic Logging, 3'-0" Diameter | | | 0120 506G002 4.000 EACH| 530.00000 2120.00| | Crosshole Sonic Logging, 4'-0" Diameter | | | 0130 508A000 4193.000 LB | 4.50000 18868.50| | Structural Steel | | | 0140 510A000 106.000 CUYD| 550.00000 58300.00| | Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 023 -6 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20031205023 COUNTIES : BIBB LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 510C051 LUMP| 110000.00000 110000.00| | Bridge Concrete Superstructure, STATION | | | 5+35.00, APPROX 194 CU YDS | | | 0160 510E000 520.000 SQYD| 6.00000 3120.00| | Grooving Concrete Bridge Decks | | | 0170 511A050 16.000 EACH| 500.00000 8000.00| | Elastomeric Bearing Type 2(Mark B1) | | | 0180 511A053 8.000 EACH| 500.00000 4000.00| | Elastomeric Bearing Type 2(Mark B4) | | | 0190 513B003 310.000 LF | 60.00000 18600.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0200 513B019 458.000 LF | 110.00000 50380.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0210 600A000 LUMP| 50370.00000 50370.00| | Mobilization | | | 0220 610C001 1037.000 TON | 23.00000 23851.00| | Loose Riprap, Class 2 | | | 0230 610D000 554.000 SQYD| 3.00000 1662.00| | Filter Blanket | | | 0240 630A001 38.000 LF | 15.00000 570.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0250 630C003 4.000 EACH| 1100.00000 4400.00| | Guardrail End Anchor, Type 13 | | | 0260 630C070 4.000 EACH| 1200.00000 4800.00| | Guardrail End Anchor, Type 10 Series | | | 0270 665A000 1.000 ACRE| 440.00000 440.00| | Temporary Seeding | | | 0280 665B000 1.000 ACRE| 440.00000 440.00| | Temporary Mulching | | | 0290 665F000 30.000 EACH| 10.00000 300.00| | Hay Bales | | | 0300 665I000 80.000 TON | 30.00000 2400.00| | Temporary Riprap, Class 2 | | | 0310 665J000 640.000 LF | 5.00000 3200.00| | Silt Fence, Type A | | | 0320 680A000 LUMP| 15000.00000 15000.00| | Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 023 -7 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20031205023 COUNTIES : BIBB LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740B000 141.000 SQFT| 8.50000 1198.50| | Construction Signs | | | 0340 740F002 8.000 EACH| 250.00000 2000.00| | Barricades, Type III | | | 0350 740I005 4.000 EACH| 300.00000 1200.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 616,733.95| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 616,733.95| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20031205025 COUNTIES : BUTLER LETTING DATE : 12/05/03 10:00 AM DIVISION : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0700(204) for constructing the Bridge Replacement (Bridge Culvert) on Bolton Road at a tributary of Persimmon Creek northeast of Mt. Olive. Length 0.009 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23072 WOODLANDS SPECIALISTS, INC. $ 105,180.00 100.0000% 2 14001 NEWELL ROADBUILDERS, INC. $ 106,016.45 100.7953% 3 12019 LEVERETT CONSTRUCTION COMPANY $ 116,565.50 110.8248% 4 01059 ADVANCE CONSTRUCTION SERVICES, INC. $ 118,904.65 113.0487% 5 08017 H & L CONSTRUCTION, INC. $ 126,185.25 119.9708% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20031205025 COUNTIES : BUTLER LETTING DATE : 12/05/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23072 |( 2 ) 14001 |( 3 ) 12019 |WOODLANDS SPECIALISTS, INC. |NEWELL ROADBUILDERS, INC. |LEVERETT CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 1000.00000 1000.00| 6700.00000 6700.00| 1000.00000 1000.00 Removal Of Old Bridge, Station 4+73.42 | | | 0020 214A000 670.000 CUYD| 26.00000 17420.00| 3.50000 2345.00| 6.00000 4020.00 Structure Excavation | | | 0030 214B000 142.000 CUYD| 35.00000 4970.00| 5.00000 710.00| 32.50000 4615.00 Foundation Backfill, Local | | | 0040 502A000 31865.000 LB | 0.40000 12746.00| 0.53000 16888.45| 0.50000 15932.50 Steel Reinforcement | | | 0050 524A011 180.000 CUYD| 300.00000 54000.00| 325.00000 58500.00| 410.00000 73800.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 1000.00000 1000.00| 7000.00000 7000.00| 2000.00000 2000.00 Mobilization | | | 0070 610C001 250.000 TON | 26.00000 6500.00| 30.50000 7625.00| 26.00000 6500.00 Loose Riprap, Class 2 | | | 0080 610D003 170.000 SQYD| 2.00000 340.00| 3.00000 510.00| 3.00000 510.00 Filter Blanket, Geotextile | | | 0090 665F000 120.000 EACH| 5.00000 600.00| 1.00000 120.00| 6.00000 720.00 Hay Bales | | | 0100 665J000 600.000 LF | 5.50000 3300.00| 3.00000 1800.00| 4.00000 2400.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 1000.00000 1000.00| 500.00000 500.00| 1000.00000 1000.00 Engineering Controls | | | 0120 740B000 134.000 SQFT| 6.00000 804.00| 7.00000 938.00| 12.00000 1608.00 Construction Signs | | | 0130 740F002 12.000 EACH| 100.00000 1200.00| 165.00000 1980.00| 180.00000 2160.00 Barricades, Type III | | | 0140 740I005 2.000 EACH| 150.00000 300.00| 200.00000 400.00| 150.00000 300.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 105,180.00| $ 106,016.45| $ 116,565.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 105,180.00| $ 106,016.45| $ 116,565.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20031205025 COUNTIES : BUTLER LETTING DATE : 12/05/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 01059 |( 5 ) 08017 |( ) |ADVANCE CONSTRUCTION SERVIC |H & L CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 4200.00000 4200.00| 5000.00000 5000.00| Removal Of Old Bridge, Station 4+73.42 | | | 0020 214A000 670.000 CUYD| 7.00000 4690.00| 5.50000 3685.00| Structure Excavation | | | 0030 214B000 142.000 CUYD| 4.00000 568.00| 35.00000 4970.00| Foundation Backfill, Local | | | 0040 502A000 31865.000 LB | 0.75000 23898.75| 0.55000 17525.75| Steel Reinforcement | | | 0050 524A011 180.000 CUYD| 340.00000 61200.00| 400.00000 72000.00| Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 5500.00000 5500.00| 5000.00000 5000.00| Mobilization | | | 0070 610C001 250.000 TON | 30.00000 7500.00| 35.00000 8750.00| Loose Riprap, Class 2 | | | 0080 610D003 170.000 SQYD| 2.25000 382.50| 3.95000 671.50| Filter Blanket, Geotextile | | | 0090 665F000 120.000 EACH| 7.50000 900.00| 4.95000 594.00| Hay Bales | | | 0100 665J000 600.000 LF | 3.00000 1800.00| 4.25000 2550.00| Silt Fence, Type A | | | 0110 680A000 LUMP| 5000.00000 5000.00| 1500.00000 1500.00| Engineering Controls | | | 0120 740B000 134.000 SQFT| 8.10000 1085.40| 8.50000 1139.00| Construction Signs | | | 0130 740F002 12.000 EACH| 165.00000 1980.00| 200.00000 2400.00| Barricades, Type III | | | 0140 740I005 2.000 EACH| 100.00000 200.00| 200.00000 400.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 118,904.65| $ 126,185.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 118,904.65| $ 126,185.25| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20031205027 COUNTIES : CLARKE LETTING DATE : 12/05/03 10:00 AM DIVISION : 08 CONTRACT TIME : 125 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1300(205) for constructing the Bridge Replacement (Precast) on Simmons Creek Road over Bassett Creek near Allen. Length - 0.106 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13021 MURPHREE BRIDGE CORPORATION $ 797,100.00 100.0000% 2 06001 F & W CONSTRUCTION COMPANY, INC. $ 884,406.50 110.9530% 3 14008 NEWELL & BUSH, INC. $ 926,545.00 116.2395% 4 13099 MCINNIS, LLC $ 1,012,984.00 127.0837% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20031205027 COUNTIES : CLARKE LETTING DATE : 12/05/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 06001 |( 3 ) 14008 |MURPHREE BRIDGE CORPORATION |F & W CONSTRUCTION CO., INC |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 50785.00000 50785.00| 100000.00000 100000.00| 45000.00000 45000.00 Removal Of Old Bridge, Station 57+00.00 | | | 0020 210A000 750.000 CUYD| 5.00000 3750.00| 2.00000 1500.00| 4.25000 3187.50 Unclassified Excavation | | | 0030 502A000 585.000 LB | 2.50000 1462.50| 0.30000 175.50| 1.50000 877.50 Steel Reinforcement | | | 0040 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) | | | 0050 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) | | | 0060 505M000 3420.000 LF | 15.00000 51300.00| 22.00000 75240.00| 25.00000 85500.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0070 507A000 2.000 EACH| 2000.00000 4000.00| 2500.00000 5000.00| 3600.00000 7200.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 82.000 CUYD| 300.00000 24600.00| 250.00000 20500.00| 750.00000 61500.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 165.000 EACH| 60.00000 9900.00| 70.00000 11550.00| 62.00000 10230.00 Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 2420.00000 4840.00| 2800.00000 5600.00| 4400.00000 8800.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 13.000 EACH| 2830.00000 36790.00| 3000.00000 39000.00| 3300.00000 42900.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C017 84.000 EACH| 3585.00000 301140.00| 3500.00000 294000.00| 3400.00000 285600.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512C025 28.000 EACH| 3820.00000 106960.00| 3500.00000 98000.00| 4000.00000 112000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512D025 24.000 EACH| 3640.00000 87360.00| 3500.00000 84000.00| 3900.00000 93600.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20031205027 COUNTIES : CLARKE LETTING DATE : 12/05/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 06001 |( 3 ) 14008 |MURPHREE BRIDGE CORPORATION |F & W CONSTRUCTION CO., INC |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D030 4.000 EACH| 3615.00000 14460.00| 3200.00000 12800.00| 3750.00000 15000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0160 512E000 16.000 EACH| 180.00000 2880.00| 600.00000 9600.00| 430.00000 6880.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0170 512F000 8.000 EACH| 300.00000 2400.00| 600.00000 4800.00| 550.00000 4400.00 Precast Concrete Wing Panels, Type W1 | | | 0180 512G000 4.000 EACH| 380.00000 1520.00| 600.00000 2400.00| 850.00000 3400.00 Precast Concrete Abutment Wing Cap Pane | | | 0190 600A000 LUMP| 58203.50000 58203.50| 85000.00000 85000.00| 90000.00000 90000.00 Mobilization | | | 0200 610C001 190.000 TON | 25.00000 4750.00| 35.00000 6650.00| 32.00000 6080.00 Loose Riprap, Class 2 | | | 0210 610D000 190.000 SQYD| 2.50000 475.00| 4.00000 760.00| 10.00000 1900.00 Filter Blanket | | | 0220 630C003 4.000 EACH| 975.00000 3900.00| 1250.00000 5000.00| 1050.00000 4200.00 Guardrail End Anchor, Type 13 | | | 0230 630C070 4.000 EACH| 1225.00000 4900.00| 1400.00000 5600.00| 1300.00000 5200.00 Guardrail End Anchor, Type 10 Series | | | 0240 665E000 100.000 SQYD| 1.00000 100.00| 2.00000 200.00| 0.01000 1.00 Polyethylene | | | 0250 665F000 50.000 EACH| 9.00000 450.00| 5.00000 250.00| 20.00000 1000.00 Hay Bales | | | 0260 665G000 25.000 EACH| 5.00000 125.00| 5.00000 125.00| 5.00000 125.00 Sand Bags | | | 0270 665J000 200.000 LF | 5.25000 1050.00| 5.00000 1000.00| 10.00000 2000.00 Silt Fence, Type A | | | 0280 680A000 LUMP| 11642.00000 11642.00| 3000.00000 3000.00| 15000.00000 15000.00 Engineering Controls | | | 0290 740B000 154.000 SQFT| 8.00000 1232.00| 14.00000 2156.00| 16.00000 2464.00 Construction Signs | | | 0300 740F002 10.000 EACH| 150.00000 1500.00| 400.00000 4000.00| 500.00000 5000.00 Barricades, Type III | | | 0310 740I005 5.000 EACH| 125.00000 625.00| 500.00000 2500.00| 700.00000 3500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 797,100.00| $ 884,406.50| $ 926,545.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 797,100.00| $ 884,406.50| $ 926,545.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 027 -4 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20031205027 COUNTIES : CLARKE LETTING DATE : 12/05/03 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| 90000.00000 90000.00| | Removal Of Old Bridge, Station 57+00.00 | | | 0020 210A000 750.000 CUYD| 10.00000 7500.00| | Unclassified Excavation | | | 0030 502A000 585.000 LB | 1.00000 585.00| | Steel Reinforcement | | | 0040 505A030 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B100 1.000 EACH| 2000.00000 2000.00| | Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505M000 3420.000 LF | 20.00000 68400.00| | Steel Piling Furnished And | | | Driven(HP10x42) | | | 0070 507A000 2.000 EACH| 2100.00000 4200.00| | Wire Rope Abutment Anchor Assembly | | | 0080 510A000 82.000 CUYD| 400.00000 32800.00| | Bridge Substructure Concrete, Class A | | | 0090 511A000 165.000 EACH| 100.00000 16500.00| | Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 3200.00000 6400.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 13.000 EACH| 3300.00000 42900.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C017 84.000 EACH| 4000.00000 336000.00| | Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512C025 28.000 EACH| 4100.00000 114800.00| | Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512D025 24.000 EACH| 3600.00000 86400.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 027 -5 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20031205027 COUNTIES : CLARKE LETTING DATE : 12/05/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D030 4.000 EACH| 3700.00000 14800.00| | Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0160 512E000 16.000 EACH| 400.00000 6400.00| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0170 512F000 8.000 EACH| 550.00000 4400.00| | Precast Concrete Wing Panels, Type W1 | | | 0180 512G000 4.000 EACH| 500.00000 2000.00| | Precast Concrete Abutment Wing Cap Pane | | | 0190 600A000 LUMP| 107500.00000 107500.00| | Mobilization | | | 0200 610C001 190.000 TON | 50.00000 9500.00| | Loose Riprap, Class 2 | | | 0210 610D000 190.000 SQYD| 6.00000 1140.00| | Filter Blanket | | | 0220 630C003 4.000 EACH| 1100.00000 4400.00| | Guardrail End Anchor, Type 13 | | | 0230 630C070 4.000 EACH| 1400.00000 5600.00| | Guardrail End Anchor, Type 10 Series | | | 0240 665E000 100.000 SQYD| 2.00000 200.00| | Polyethylene | | | 0250 665F000 50.000 EACH| 8.00000 400.00| | Hay Bales | | | 0260 665G000 25.000 EACH| 10.00000 250.00| | Sand Bags | | | 0270 665J000 200.000 LF | 8.00000 1600.00| | Silt Fence, Type A | | | 0280 680A000 LUMP| 40000.00000 40000.00| | Engineering Controls | | | 0290 740B000 154.000 SQFT| 8.50000 1309.00| | Construction Signs | | | 0300 740F002 10.000 EACH| 200.00000 2000.00| | Barricades, Type III | | | 0310 740I005 5.000 EACH| 200.00000 1000.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,012,984.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,012,984.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20031205028 COUNTIES : CLARKE LETTING DATE : 12/05/03 10:00 AM DIVISION : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1304(201) for constructing the Resurfacing and Traffic Stripe on C.R.#27 from Grove Hill to northeast of Fulton. Length - 5.733 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 656,669.65 100.0000% 2 07050 GULF EQUIPMENT CORPORATION $ 715,878.10 109.0165% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20031205028 COUNTIES : CLARKE LETTING DATE : 12/05/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 07050 |( ) |MOBILE ASPHALT COMPANY, LLC |GULF EQUIPMENT CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 214A000 11.000 CUYD| 50.00000 550.00| 54.74000 602.14| Structure Excavation | | | 0020 214B001 17.000 CUYD| 55.00000 935.00| 32.89000 559.13| Foundation Backfill, Commercial | | | 0030 305A000 1000.000 CUYD| 8.00000 8000.00| 9.00000 9000.00| Borrow, Section 210, A-4 or Better, For | | | Miscellaneous Use | | | 0040 401B108 74007.000 SQYD| 0.65000 48104.55| 0.65000 48104.55| Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 405A000 2220.000 GAL | 0.90000 1998.00| 2.03000 4506.60| Tack Coat | | | 0060 429A200 4716.000 TON | 33.25000 156807.00| 37.37000 176236.92| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429A206 430.000 TON | 33.57000 14435.10| 37.37000 16069.10| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0080 429B201 9400.000 TON | 30.60000 287640.00| 37.37000 351278.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0090 429C204 115.000 TON | 46.00000 5290.00| 39.37000 4527.55| Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0100 502A000 2657.000 LB | 1.25000 3321.25| 2.12000 5632.84| Steel Reinforcement | | | 0110 524B011 23.000 CUYD| 800.00000 18400.00| 300.00000 6900.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0120 600A000 LUMP| 66000.00000 66000.00| 35000.00000 35000.00| Mobilization | | | 0130 610C001 20.000 TON | 50.25000 1005.00| 45.28000 905.60| Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20031205028 COUNTIES : CLARKE LETTING DATE : 12/05/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 07050 |( ) |MOBILE ASPHALT COMPANY, LLC |GULF EQUIPMENT CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 610D000 20.000 SQYD| 5.65000 113.00| 3.79000 75.80| Filter Blanket | | | 0150 630A001 175.000 LF | 29.75000 5206.25| 29.41000 5146.75| Steel Beam Guardrail, Class A, Type 2 | | | 0160 630C050 4.000 EACH| 1375.00000 5500.00| 1558.82000 6235.28| Guardrail End Anchor, Type 20 Series | | | 0170 652A061 14.000 ACRE| 450.00000 6300.00| 833.33000 11666.62| Seeding (Mix 3E) | | | 0180 656A000 14.000 ACRE| 400.00000 5600.00| 722.22000 10111.08| Mulching, Class A, Type 1 | | | 0190 701A004 12.000 MILE| 321.60000 3859.20| 355.56000 4266.72| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0200 701A008 2.000 MILE| 180.90000 361.80| 200.00000 400.00| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0210 701A012 8.000 MILE| 321.60000 2572.80| 355.56000 2844.48| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0220 701C000 6.000 MILE| 341.70000 2050.20| 377.78000 2266.68| Broken Temporary Traffic Stripe | | | 0230 701C001 24.000 MILE| 381.90000 9165.60| 422.22000 10133.28| Solid Temporary Traffic Stripe | | | 0240 740B000 177.000 SQFT| 6.20000 1097.40| 9.53000 1686.81| Construction Signs | | | 0250 740E000 25.000 EACH| 1.00000 25.00| 2.22000 55.50| Cones (36 Inches High) | | | 0260 740O000 1.000 EACH| 2332.50000 2332.50| 1666.67000 1666.67| Pilot Car | | | SECTION TOTALS | $ 656,669.65| $ 715,878.10| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 656,669.65| $ 715,878.10| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20031205029 COUNTIES : CLAY LETTING DATE : 12/05/03 10:00 AM DIVISION : 04 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1400(208) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#33 over Kelly Creek southwest of Millerville. Length - 0.009 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08017 H & L CONSTRUCTION, INC. $ 127,917.95 100.0000% 2 16032 PRICHARD CONSTRUCTION COMPANY $ 135,479.00 105.9109% 3 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 176,404.00 137.9040% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20031205029 COUNTIES : CLAY LETTING DATE : 12/05/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 16032 |( 3 ) 13022 |H & L CONSTRUCTION, INC. |PRICHARD CONSTRUCTION COMPA |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 206A000 LUMP| 5000.00000 5000.00| 14000.00000 14000.00| 14000.00000 14000.00 Removal Of Old Bridge, Station 12+98 TO | | | 13+52 | | | 0020 214A000 567.000 CUYD| 6.00000 3402.00| 12.00000 6804.00| 15.00000 8505.00 Structure Excavation | | | 0030 214B001 170.000 CUYD| 35.00000 5950.00| 30.00000 5100.00| 27.00000 4590.00 Foundation Backfill, Commercial | | | 0040 502A000 31465.000 LB | 0.50000 15732.50| 0.60000 18879.00| 0.80000 25172.00 Steel Reinforcement | | | 0050 524A010 213.000 CUYD| 375.00000 79875.00| 300.00000 63900.00| 400.00000 85200.00 Culvert Concrete | | | 0060 600A000 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 17150.00000 17150.00 Mobilization | | | 0070 610C001 180.000 TON | 30.00000 5400.00| 30.00000 5400.00| 30.00000 5400.00 Loose Riprap, Class 2 | | | 0080 610D000 151.000 SQYD| 3.95000 596.45| 6.00000 906.00| 7.00000 1057.00 Filter Blanket | | | 0090 665F000 100.000 EACH| 5.00000 500.00| 9.00000 900.00| 14.00000 1400.00 Hay Bales | | | 0100 665J000 200.000 LF | 4.50000 900.00| 15.00000 3000.00| 4.00000 800.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 1500.00000 1500.00| 2500.00000 2500.00| 7350.00000 7350.00 Engineering Controls | | | 0120 740B000 172.000 SQFT| 8.50000 1462.00| 12.50000 2150.00| 15.00000 2580.00 Construction Signs | | | 0130 740F002 8.000 EACH| 200.00000 1600.00| 300.00000 2400.00| 225.00000 1800.00 Barricades, Type III | | | 0140 740I005 4.000 EACH| 250.00000 1000.00| 385.00000 1540.00| 350.00000 1400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 127,917.95| $ 135,479.00| $ 176,404.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 127,917.95| $ 135,479.00| $ 176,404.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20031205030 COUNTIES : COFFEE LETTING DATE : 12/05/03 10:00 AM DIVISION : 07 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-1600(215) for constructing the Resurfacing and Traffic Stripe on STPNU-1600(217) various county roads as indicated in the plans. Length - STPNU-1600(218) 14.922 mi. OTHERS -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,157,503.95 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 1,159,099.91 100.1379% 3 01087 APAC-SOUTHEAST, INC. $ 1,168,685.40 100.9660% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20031205030 COUNTIES : COFFEE LETTING DATE : 12/05/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 02032 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |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 206C010 50.000 SQYD| 20.00000 1000.00| 25.00000 1250.00| 39.98000 1999.00 Removing Concrete Driveway | | | 0020 209A000 2.000 EACH| 100.00000 200.00| 50.00000 100.00| 82.76000 165.52 Mailbox Reset, Single | | | 0030 210D021 10870.000 CUYD| 3.75000 40762.50| 5.00000 54350.00| 4.75000 51632.50 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 212A000 1577.000 STA | 25.00000 39425.00| 12.00000 18924.00| 12.00000 18924.00 Machine Grading Shoulders | | | 0050 405A000 11199.000 GAL | 1.75000 19598.25| 1.15000 12878.85| 1.90000 21278.10 Tack Coat | | | 0060 429A200 13793.000 TON | 35.65000 491720.45| 36.29000 500547.97| 36.44000 502616.92 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429A206 6167.000 TON | 34.50000 212761.50| 38.77000 239094.59| 37.28000 229905.76 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0080 429B206 1050.000 TON | 42.50000 44625.00| 39.50000 41475.00| 56.30000 59115.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0090 429B213 2775.000 TON | 35.75000 99206.25| 35.26000 97846.50| 36.44000 101121.00 Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0100 600A000 LUMP| 50000.00000 50000.00| 27000.00000 27000.00| 24750.00000 24750.00 Mobilization | | | 0110 630A001 775.000 LF | 30.00000 23250.00| 39.00000 30225.00| 26.00000 20150.00 Steel Beam Guardrail, Class A, Type 2 | | | 0120 630C050 12.000 EACH| 1375.00000 16500.00| 1400.00000 16800.00| 1600.00000 19200.00 Guardrail End Anchor, Type 20 Series | | | 0130 652A061 21.000 ACRE| 325.00000 6825.00| 325.00000 6825.00| 342.00000 7182.00 Seeding (Mix 3E) | | | 0140 656A000 21.000 ACRE| 325.00000 6825.00| 320.00000 6720.00| 330.00000 6930.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20031205030 COUNTIES : COFFEE LETTING DATE : 12/05/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 02032 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665F000 295.000 EACH| 5.00000 1475.00| 5.00000 1475.00| 2.50000 737.50 Hay Bales | | | 0160 665J000 1520.000 LF | 2.50000 3800.00| 2.50000 3800.00| 2.15000 3268.00 Silt Fence, Type A | | | 0170 701A031 32.000 MILE| 1050.00000 33600.00| 1050.00000 33600.00| 1050.00000 33600.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0180 701A035 21.000 MILE| 1250.00000 26250.00| 1250.00000 26250.00| 1250.00000 26250.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0190 701A045 8.000 MILE| 650.00000 5200.00| 650.00000 5200.00| 650.00000 5200.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0200 701C000 16.000 MILE| 320.00000 5120.00| 320.00000 5120.00| 320.00000 5120.00 Broken Temporary Traffic Stripe | | | 0210 701C001 42.000 MILE| 380.00000 15960.00| 380.00000 15960.00| 380.00000 15960.00 Solid Temporary Traffic Stripe | | | 0220 703A002 540.000 SQFT| 5.00000 2700.00| 5.00000 2700.00| 5.00000 2700.00 Traffic Control Markings, Class 2, Type | | | A | | | 0230 703D002 540.000 SQFT| 2.00000 1080.00| 2.00000 1080.00| 2.00000 1080.00 Temporary Traffic Control Markings | | | (Paint) | | | 0240 740B000 766.000 SQFT| 7.50000 5745.00| 8.00000 6128.00| 7.35000 5630.10 Construction Signs | | | 0250 740E000 125.000 EACH| 10.00000 1250.00| 5.00000 625.00| 5.85000 731.25 Cones (36 Inches High) | | | 0260 740M001 125.000 EACH| 5.00000 625.00| 1.00000 125.00| 3.51000 438.75 Ballast For Cone | | | 0270 740O000 2.000 EACH| 1000.00000 2000.00| 1500.00000 3000.00| 1500.00000 3000.00 Pilot Car | | | SECTION TOTALS | $ 1,157,503.95| $ 1,159,099.91| $ 1,168,685.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,157,503.95| $ 1,159,099.91| $ 1,168,685.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20031205031 COUNTIES : COVINGTON LETTING DATE : 12/05/03 10:00 AM DIVISION : 07 CONTRACT TIME : 110 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-2000(209) for constructing the Resurfacing and Traffic Stripe on STPNU-2035(201) various County roads as indicated on the plans. Length STPNU-2035(200) 17.166 mi. OTHERS -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 1,230,731.10 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,367,555.85 111.1174% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20031205031 COUNTIES : COVINGTON LETTING DATE : 12/05/03 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 206C010 133.000 SQYD| 25.00000 3325.00| 19.50000 2593.50| Removing Concrete Driveway | | | 0020 206D001 426.000 LF | 5.00000 2130.00| 0.50000 213.00| Removing Guardrail | | | 0030 210D011 14900.000 CUYD| 2.50000 37250.00| 5.50000 81950.00| Borrow Excavation (A-4 or Better) | | | 0040 212A000 1807.000 STA | 26.00000 46982.00| 20.50000 37043.50| Machine Grading Shoulders | | | 0050 405A000 12090.000 GAL | 1.15000 13903.50| 1.25000 15112.50| Tack Coat | | | 0060 429A200 14764.000 TON | 33.79000 498875.56| 38.00000 561032.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429A206 6262.000 TON | 35.72000 223678.64| 38.00000 237956.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0080 429A220 1060.000 TON | 33.79000 35817.40| 38.00000 40280.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0090 429A226 443.000 TON | 35.72000 15823.96| 38.00000 16834.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0100 429B213 2432.000 TON | 32.62000 79331.84| 38.00000 92416.00| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0110 429B233 260.000 TON | 32.62000 8481.20| 38.00000 9880.00| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0120 502A000 464.000 LB | 1.00000 464.00| 0.95000 440.80| Steel Reinforcement | | | 0130 524B011 7.000 CUYD| 700.00000 4900.00| 915.00000 6405.00| Culvert Concrete Extension (Cast In | | | Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20031205031 COUNTIES : COVINGTON LETTING DATE : 12/05/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 600A000 LUMP| 25000.00000 25000.00| 47550.00000 47550.00| Mobilization | | | 0150 630A001 834.000 LF | 39.00000 32526.00| 19.00000 15846.00| Steel Beam Guardrail, Class A, Type 2 | | | 0160 630A015 410.000 LF | 20.00000 8200.00| 21.00000 8610.00| Steel Beam Guardrail, Class B, Type 2 | | | (Steel Posts) | | | 0170 630C022 8.000 EACH| 1050.00000 8400.00| 1400.00000 11200.00| Guardrail End Anchor, Type Special | | | 0180 630C050 22.000 EACH| 1400.00000 30800.00| 1300.00000 28600.00| Guardrail End Anchor, Type 20 Series | | | 0190 652A061 43.000 ACRE| 350.00000 15050.00| 345.00000 14835.00| Seeding (Mix 3E) | | | 0200 656A000 43.000 ACRE| 330.00000 14190.00| 330.00000 14190.00| Mulching, Class A, Type 1 | | | 0210 665J000 2300.000 LF | 2.50000 5750.00| 2.60000 5980.00| Silt Fence, Type A | | | 0220 701A031 37.000 MILE| 1050.00000 38850.00| 1050.00000 38850.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0230 701A035 26.000 MILE| 1250.00000 32500.00| 1250.00000 32500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0240 701A045 12.000 MILE| 650.00000 7800.00| 650.00000 7800.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0250 701C000 12.000 MILE| 320.00000 3840.00| 320.00000 3840.00| Broken Temporary Traffic Stripe | | | 0260 701C001 58.000 MILE| 380.00000 22040.00| 380.00000 22040.00| Solid Temporary Traffic Stripe | | | 0270 703A002 1742.000 SQFT| 5.00000 8710.00| 5.00000 8710.00| Traffic Control Markings, Class 2, Type | | | A | | | 0280 740B000 439.000 SQFT| 8.00000 3512.00| 9.45000 4148.55| Construction Signs | | | 0290 740E000 100.000 EACH| 5.00000 500.00| 1.00000 100.00| Cones (36 Inches High) | | | 0300 740M001 100.000 EACH| 1.00000 100.00| 1.00000 100.00| Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20031205031 COUNTIES : COVINGTON LETTING DATE : 12/05/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740O000 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| Pilot Car | | | SECTION TOTALS | $ 1,230,731.10| $ 1,367,555.85| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,230,731.10| $ 1,367,555.85| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20031205032 COUNTIES : DALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-2302(200) for constructing the Resurfacing and Traffic Stripe on C.R.#1 from C.R.#114 in Level Plains to S.R.#248. Length 3.764 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 272,975.02 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 324,600.22 118.9121% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20031205032 COUNTIES : DALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B100 53268.000 SQYD| 0.69000 36754.92| 0.63000 33558.84| Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 405A000 500.000 GAL | 1.50000 750.00| 4.07000 2035.00| Tack Coat | | | 0030 408A052 2156.000 SQYD| 1.75000 3773.00| 3.29000 7093.24| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 429A221 4634.000 TON | 38.95000 180494.30| 47.76000 221319.84| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429A226 300.000 TON | 39.50000 11850.00| 63.38000 19014.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0060 429B225 50.000 TON | 50.00000 2500.00| 163.37000 8168.50| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0070 600A000 LUMP| 10000.00000 10000.00| 6100.00000 6100.00| Mobilization | | | 0080 701A031 8.000 MILE| 990.00000 7920.00| 990.00000 7920.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 5.000 MILE| 1150.00000 5750.00| 1150.00000 5750.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 2.000 MILE| 600.00000 1200.00| 600.00000 1200.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 5.000 MILE| 320.00000 1600.00| 320.00000 1600.00| Broken Temporary Traffic Stripe | | | 0120 701C001 11.000 MILE| 380.00000 4180.00| 380.00000 4180.00| Solid Temporary Traffic Stripe | | | 0130 703A002 336.000 SQFT| 2.00000 672.00| 2.00000 672.00| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20031205032 COUNTIES : DALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 703D002 216.000 SQFT| 1.30000 280.80| 1.30000 280.80| Temporary Traffic Control Markings | | | (Paint) | | | 0150 705A032 156.000 EACH| 5.00000 780.00| 5.00000 780.00| Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 274.000 EACH| 5.00000 1370.00| 5.00000 1370.00| Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 280.000 SQFT| 7.50000 2100.00| 7.35000 2058.00| Construction Signs | | | 0180 740O000 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| Pilot Car | | | SECTION TOTALS | $ 272,975.02| $ 324,600.22| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 272,975.02| $ 324,600.22| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20031205033 COUNTIES : DEKALB LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2500(206) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#223 over Little Sand Valley Creek east of Crossville. Length - 0.010 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03094 CATOMA CONTRACTING, INC. $ 135,572.07 100.0000% 2 19037 SIMPSON BRIDGE COMPANY, INC. $ 142,227.13 104.9089% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20031205033 COUNTIES : DEKALB LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03094 |( 2 ) 19037 |( ) |CATOMA CONTRACTING, INC. |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 214A000 865.000 CUYD| 8.75000 7568.75| 1.00000 865.00| Structure Excavation | | | 0020 214B001 130.000 CUYD| 22.00000 2860.00| 27.75000 3607.50| Foundation Backfill, Commercial | | | 0030 502A000 50469.000 LB | 0.48000 24225.12| 0.49000 24729.81| Steel Reinforcement | | | 0040 524A011 282.000 CUYD| 250.00000 70500.00| 280.00000 78960.00| Culvert Concrete (Cast In Place) | | | 0050 600A000 LUMP| 18000.00000 18000.00| 23850.00000 23850.00| Mobilization | | | 0060 610C001 150.000 TON | 30.00000 4500.00| 21.50000 3225.00| Loose Riprap, Class 2 | | | 0070 610D000 150.000 SQYD| 0.96000 144.00| 5.00000 750.00| Filter Blanket | | | 0080 665F000 20.000 EACH| 6.00000 120.00| 6.50000 130.00| Hay Bales | | | 0090 665J000 130.000 LF | 0.94000 122.20| 4.33000 562.90| Silt Fence, Type A | | | 0100 680A000 LUMP| 3000.00000 3000.00| 1500.00000 1500.00| Engineering Controls | | | 0110 740B000 164.000 SQFT| 13.00000 2132.00| 15.53000 2546.92| Construction Signs | | | 0120 740F002 4.000 EACH| 300.00000 1200.00| 175.00000 700.00| Barricades, Type III | | | 0130 740I005 4.000 EACH| 300.00000 1200.00| 200.00000 800.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 135,572.07| $ 142,227.13| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 135,572.07| $ 142,227.13| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20031205034 COUNTIES : LAWRENCE LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4000(211) for constructing the Bridge Replacement on C.R.#23 over Little Mud Creek northwest of Needmore. Length - 0.007 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 82,847.20 100.0000% 2 02011 BROOKS & SON CONSTRUCTION $ 95,545.20 115.3270% 3 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 113,233.40 136.6774% 4 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 127,013.50 153.3106% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20031205034 COUNTIES : LAWRENCE LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 02011 |( 3 ) 18036 |TRI-COUNTY CONCRETE CONSTRU |BROOKS & SON CONSTRUCTION |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 5000.00000 5000.00| 1500.00000 1500.00| 4500.00000 4500.00 Removal Of Old Bridge, Station 16+09.50 | | | 0020 214A000 466.000 CUYD| 10.00000 4660.00| 18.00000 8388.00| 12.00000 5592.00 Structure Excavation | | | 0030 214B001 148.000 CUYD| 15.00000 2220.00| 16.00000 2368.00| 26.00000 3848.00 Foundation Backfill, Commercial | | | 0040 502A000 35660.000 LB | 0.42000 14977.20| 0.52000 18543.20| 0.49000 17473.40 Steel Reinforcement | | | 0050 524A010 182.000 CUYD| 250.00000 45500.00| 260.00000 47320.00| 340.00000 61880.00 Culvert Concrete | | | 0060 600A000 LUMP| 2500.00000 2500.00| 10000.00000 10000.00| 9000.00000 9000.00 Mobilization | | | 0070 665F000 50.000 EACH| 5.00000 250.00| 6.00000 300.00| 6.00000 300.00 Hay Bales | | | 0080 665J000 560.000 LF | 5.00000 2800.00| 5.00000 2800.00| 5.00000 2800.00 Silt Fence, Type A | | | 0090 680A000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1500.00000 1500.00 Engineering Controls | | | 0100 740B000 154.000 SQFT| 10.00000 1540.00| 9.00000 1386.00| 10.00000 1540.00 Construction Signs | | | 0110 740F002 10.000 EACH| 200.00000 2000.00| 160.00000 1600.00| 400.00000 4000.00 Barricades, Type III | | | 0120 740I005 2.000 EACH| 200.00000 400.00| 170.00000 340.00| 400.00000 800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 82,847.20| $ 95,545.20| $ 113,233.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 82,847.20| $ 95,545.20| $ 113,233.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20031205034 COUNTIES : LAWRENCE LETTING DATE : 12/05/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 03023 |( ) |( ) |B. H. CRAIG CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 5000.00000 5000.00| | Removal Of Old Bridge, Station 16+09.50 | | | 0020 214A000 466.000 CUYD| 25.00000 11650.00| | Structure Excavation | | | 0030 214B001 148.000 CUYD| 25.00000 3700.00| | Foundation Backfill, Commercial | | | 0040 502A000 35660.000 LB | 0.55000 19613.00| | Steel Reinforcement | | | 0050 524A010 182.000 CUYD| 350.00000 63700.00| | Culvert Concrete | | | 0060 600A000 LUMP| 15000.00000 15000.00| | Mobilization | | | 0070 665F000 50.000 EACH| 6.00000 300.00| | Hay Bales | | | 0080 665J000 560.000 LF | 3.00000 1680.00| | Silt Fence, Type A | | | 0090 680A000 LUMP| 3000.00000 3000.00| | Engineering Controls | | | 0100 740B000 154.000 SQFT| 8.25000 1270.50| | Construction Signs | | | 0110 740F002 10.000 EACH| 175.00000 1750.00| | Barricades, Type III | | | 0120 740I005 2.000 EACH| 175.00000 350.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 127,013.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 127,013.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20031205035 COUNTIES : LIMESTONE LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4200(208) for constructing the Bridge Replacement (Precast) and Approaches on Bridgeforth Road over Mud Creek south of Athens. Length - 0.141 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02035 BURGREEN CONTRACTING COMPANY, INC. $ 329,007.10 100.0000% 2 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 376,098.00 114.3130% 3 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 377,211.10 114.6514% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20031205035 COUNTIES : LIMESTONE LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 20011 |( 3 ) 03023 |BURGREEN CONTRACTING CO., I |TRI-COUNTY CONCRETE CONSTRU |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 23000.00000 23000.00| 30000.00000 30000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 9+70.00 | | | 0020 210A000 755.000 CUYD| 8.00000 6040.00| 10.00000 7550.00| 6.00000 4530.00 Unclassified Excavation | | | 0030 210D001 491.000 CUYD| 9.00000 4419.00| 12.00000 5892.00| 8.25000 4050.75 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 230A000 6.000 RBST| 30.00000 180.00| 400.00000 2400.00| 58.00000 348.00 Roadbed Processing | | | 0050 301A012 1353.000 SQYD| 4.50000 6088.50| 6.00000 8118.00| 7.50000 10147.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0060 401A000 1353.000 SQYD| 0.20000 270.60| 1.00000 1353.00| 1.75000 2367.75 Bituminous Treatment A | | | 0070 405A000 40.000 GAL | 2.00000 80.00| 2.00000 80.00| 2.35000 94.00 Tack Coat | | | 0080 429A200 81.000 TON | 55.00000 4455.00| 70.00000 5670.00| 65.00000 5265.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 429C201 226.000 TON | 40.00000 9040.00| 70.00000 15820.00| 65.00000 14690.00 Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0100 502A000 150.000 LB | 2.00000 300.00| 5.00000 750.00| 5.00000 750.00 Steel Reinforcement | | | 0110 505G002 44.000 EACH| 100.00000 4400.00| 200.00000 8800.00| 100.00000 4400.00 Pile Points (Type A, 10") | | | 0120 505M000 1420.000 LF | 30.00000 42600.00| 24.00000 34080.00| 30.00000 42600.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0130 507A000 2.000 EACH| 2000.00000 4000.00| 2500.00000 5000.00| 2000.00000 4000.00 Wire Rope Abutment Anchor Assembly | | | 0140 510A000 21.000 CUYD| 400.00000 8400.00| 750.00000 15750.00| 500.00000 10500.00 Bridge Substructure Concrete, Class A | | | 0150 511A000 60.000 EACH| 75.00000 4500.00| 50.00000 3000.00| 50.00000 3000.00 Elastomeric Bearings, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20031205035 COUNTIES : LIMESTONE LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 20011 |( 3 ) 03023 |BURGREEN CONTRACTING CO., I |TRI-COUNTY CONCRETE CONSTRU |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512A008 2.000 EACH| 3000.00000 6000.00| 2500.00000 5000.00| 2500.00000 5000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-7" Deep By 28'-0" Long | | | 0170 512B003 4.000 EACH| 3400.00000 13600.00| 2500.00000 10000.00| 2600.00000 10400.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 1'- 7" Deep By 27'-6" Long| | | 0180 512C003 10.000 EACH| 2900.00000 29000.00| 2600.00000 26000.00| 3100.00000 31000.00 Precast Concrete Type 1 Span Section, | | | 3'-3" Wide By 1'-9" Deep By 34'-0" Long | | | 0190 512C004 15.000 EACH| 3200.00000 48000.00| 2600.00000 39000.00| 3235.00000 48525.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0200 512C007 10.000 EACH| 3200.00000 32000.00| 3000.00000 30000.00| 3200.00000 32000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0210 512D002 4.000 EACH| 2900.00000 11600.00| 3000.00000 12000.00| 3060.00000 12240.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0220 512D005 6.000 EACH| 2900.00000 17400.00| 3000.00000 18000.00| 3100.00000 18600.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0230 512E001 16.000 EACH| 325.00000 5200.00| 300.00000 4800.00| 610.00000 9760.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0240 512F001 8.000 EACH| 500.00000 4000.00| 500.00000 4000.00| 710.00000 5680.00 Precast Concrete Wing Panels, Type W2 | | | 0250 512G000 4.000 EACH| 500.00000 2000.00| 600.00000 2400.00| 660.00000 2640.00 Precast Concrete Abutment Wing Cap Pane | | | 0260 600A000 LUMP| 8000.00000 8000.00| 20000.00000 20000.00| 35000.00000 35000.00 Mobilization | | | 0270 610C001 340.000 TON | 23.00000 7820.00| 25.00000 8500.00| 25.00000 8500.00 Loose Riprap, Class 2 | | | 0280 610D003 262.000 SQYD| 2.50000 655.00| 5.00000 1310.00| 3.00000 786.00 Filter Blanket, Geotextile | | | 0290 630A001 50.000 LF | 14.50000 725.00| 14.50000 725.00| 17.00000 850.00 Steel Beam Guardrail, Class A, Type 2 | | | 0300 630C003 4.000 EACH| 1050.00000 4200.00| 1050.00000 4200.00| 1220.00000 4880.00 Guardrail End Anchor, Type 13 | | | 0310 630C070 4.000 EACH| 1125.00000 4500.00| 1125.00000 4500.00| 1305.00000 5220.00 Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20031205035 COUNTIES : LIMESTONE LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 20011 |( 3 ) 03023 |BURGREEN CONTRACTING CO., I |TRI-COUNTY CONCRETE CONSTRU |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 650A000 136.000 CUYD| 10.00000 1360.00| 12.00000 1632.00| 11.60000 1577.60 Topsoil | | | 0330 650B000 224.000 CUYD| 1.00000 224.00| 10.00000 2240.00| 6.00000 1344.00 Topsoil From Stockpiles | | | 0340 652A053 1.000 ACRE| 500.00000 500.00| 1000.00000 1000.00| 1100.00000 1100.00 Seeding (Mix 1E) | | | 0350 656A000 1.000 ACRE| 400.00000 400.00| 1000.00000 1000.00| 1100.00000 1100.00 Mulching, Class A, Type 1 | | | 0360 665F000 8.000 EACH| 10.00000 80.00| 10.00000 80.00| 15.00000 120.00 Hay Bales | | | 0370 665J000 1380.000 LF | 3.50000 4830.00| 10.00000 13800.00| 3.00000 4140.00 Silt Fence, Type A | | | 0380 680A000 LUMP| 3000.00000 3000.00| 15000.00000 15000.00| 10000.00000 10000.00 Engineering Controls | | | 0390 701A004 1.000 MILE| 350.00000 350.00| 500.00000 500.00| 580.00000 580.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0400 701A012 1.000 MILE| 350.00000 350.00| 500.00000 500.00| 580.00000 580.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0410 740B000 254.000 SQFT| 10.00000 2540.00| 12.00000 3048.00| 8.25000 2095.50 Construction Signs | | | 0420 740F002 8.000 EACH| 300.00000 2400.00| 250.00000 2000.00| 175.00000 1400.00 Barricades, Type III | | | 0430 740I005 2.000 EACH| 250.00000 500.00| 300.00000 600.00| 175.00000 350.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 329,007.10| $ 376,098.00| $ 377,211.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 329,007.10| $ 376,098.00| $ 377,211.10 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20031205036 COUNTIES : MADISON LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 CONTRACT TIME : 420 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4500(207) for constructing the Bridge Replacement and Approaches on Grimwood Road at Briar Fork Creek north of Huntsville. Length 0.542 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13004 MILLER & MILLER, INC. $ 2,036,588.28 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 2,116,659.67 103.9316% 3 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 2,240,722.38 110.0233% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20031205036 COUNTIES : MADISON LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 01087 |( 3 ) 03023 |MILLER & MILLER, INC. |APAC-SOUTHEAST, INC. |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| 9000.00000 9000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 3 ACRES) | | | 0020 206A000 LUMP| 14000.00000 14000.00| 14700.00000 14700.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 27+55.00 | | | 0030 206D000 56.000 LF | 21.50000 1204.00| 21.28000 1191.68| 25.00000 1400.00 Removing Pipe | | | 0040 206D001 325.000 LF | 0.75000 243.75| 0.26000 84.50| 10.00000 3250.00 Removing Guardrail | | | 0050 206E019 4.000 EACH| 55.00000 220.00| 52.50000 210.00| 100.00000 400.00 Removing Guardrail End Anchor (Type 10) | | | 0060 210A000 39803.000 CUYD| 6.50000 258719.50| 6.33000 251952.99| 5.80000 230857.40 Unclassified Excavation | | | 0070 210D000 28447.000 CUYD| 8.00000 227576.00| 7.62000 216766.14| 8.15000 231843.05 Borrow Excavation | | | 0080 214A000 249.000 CUYD| 9.00000 2241.00| 7.11000 1770.39| 20.00000 4980.00 Structure Excavation | | | 0090 214B001 90.000 CUYD| 11.00000 990.00| 11.24000 1011.60| 20.00000 1800.00 Foundation Backfill, Commercial | | | 0100 230A000 24.000 RBST| 280.00000 6720.00| 287.34000 6896.16| 100.00000 2400.00 Roadbed Processing | | | 0110 301A008 7374.000 SQYD| 4.00000 29496.00| 3.89000 28684.86| 4.95000 36501.30 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0120 401A000 7374.000 SQYD| 0.60000 4424.40| 0.59000 4350.66| 0.76000 5604.24 Bituminous Treatment A | | | 0130 429A220 405.000 TON | 50.00000 20250.00| 47.52000 19245.60| 57.88000 23441.40 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0140 429B221 885.000 TON | 35.00000 30975.00| 34.97000 30948.45| 42.60000 37701.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0150 429C041 1106.000 TON | 32.00000 35392.00| 31.67000 35027.02| 38.59000 42680.54 Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20031205036 COUNTIES : MADISON LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 01087 |( 3 ) 03023 |MILLER & MILLER, INC. |APAC-SOUTHEAST, INC. |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 450B000 106.000 SQYD| 60.00000 6360.00| 63.00000 6678.00| 35.00000 3710.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0170 502A000 163733.000 LB | 0.45000 73679.85| 0.47000 76954.51| 0.47000 76954.51 Steel Reinforcement | | | 0180 502B000 LUMP| 60000.00000 60000.00| 63000.00000 63000.00| 54520.00000 54520.00 Steel Reinforcement For Bridge | | | Superstructure, 19+25 APPROX 111600 LBS | | | 0190 505G003 22.000 EACH| 120.00000 2640.00| 126.00000 2772.00| 105.00000 2310.00 Pile Points (Type A, 12") | | | 0200 505M002 665.000 LF | 28.00000 18620.00| 29.40000 19551.00| 30.00000 19950.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0210 506A000 372.000 LF | 310.00000 115320.00| 325.50000 121086.00| 342.20000 127298.40 Drilled Shaft Excavation, 4'-6" Diamete | | | 0220 506B003 282.000 LF | 650.00000 183300.00| 682.50000 192465.00| 690.20000 194636.40 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0230 506C042 282.000 LF | 60.00000 16920.00| 63.00000 17766.00| 58.00000 16356.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0240 506C043 372.000 LF | 60.00000 22320.00| 63.00000 23436.00| 58.00000 21576.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0250 506G002 12.000 EACH| 500.00000 6000.00| 525.00000 6300.00| 580.00000 6960.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0260 508A000 10540.000 LB | 2.20000 23188.00| 2.31000 24347.40| 2.65000 27931.00 Structural Steel | | | 0270 510A000 187.000 CUYD| 415.00000 77605.00| 435.75000 81485.25| 450.00000 84150.00 Bridge Substructure Concrete, Class A | | | 0280 510C051 LUMP| 180000.00000 180000.00| 189000.00000 189000.00| 233600.00000 233600.00 Bridge Concrete Superstructure, STA. | | | 19+25, APPROX 459 CU YDS | | | 0290 510E000 1334.000 SQYD| 2.15000 2868.10| 2.26000 3014.84| 2.15000 2868.10 Grooving Concrete Bridge Decks | | | 0300 511A001 50.000 EACH| 80.00000 4000.00| 84.00000 4200.00| 110.00000 5500.00 Elastomeric Bearings, Type 2 | | | 0310 513B005 1978.000 LF | 92.00000 181976.00| 96.60000 191074.80| 78.00000 154284.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 036 -4 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20031205036 COUNTIES : MADISON LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 01087 |( 3 ) 03023 |MILLER & MILLER, INC. |APAC-SOUTHEAST, INC. |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 524A010 78.000 CUYD| 400.00000 31200.00| 420.00000 32760.00| 350.00000 27300.00 Culvert Concrete | | | 0330 530A004 63.000 LF | 64.00000 4032.00| 63.40000 3994.20| 75.00000 4725.00 36" Roadway Pipe (Class 3 R.C.) | | | 0340 600A000 LUMP| 154870.00000 154870.00| 198656.73000 198656.73| 243000.00000 243000.00 Mobilization | | | 0350 602A000 13.000 EACH| 190.00000 2470.00| 190.00000 2470.00| 121.00000 1573.00 Right Of Way Markers | | | 0360 610C001 2520.000 TON | 18.00000 45360.00| 20.26000 51055.20| 25.00000 63000.00 Loose Riprap, Class 2 | | | 0370 610D000 1991.000 SQYD| 3.00000 5973.00| 3.30000 6570.30| 2.00000 3982.00 Filter Blanket | | | 0380 619A055 2.000 EACH| 1875.00000 3750.00| 1920.44000 3840.88| 1500.00000 3000.00 36" Roadway Pipe End Treatment, Class 2 | | | 0390 630A001 2275.000 LF | 10.50000 23887.50| 11.03000 25093.25| 13.35000 30371.25 Steel Beam Guardrail, Class A, Type 2 | | | 0400 630C003 4.000 EACH| 996.00000 3984.00| 945.00000 3780.00| 1555.00000 6220.00 Guardrail End Anchor, Type 13 | | | 0410 630C050 4.000 EACH| 1200.00000 4800.00| 1470.00000 5880.00| 1972.00000 7888.00 Guardrail End Anchor, Type 20 Series | | | 0420 650B000 2933.000 CUYD| 8.00000 23464.00| 7.02000 20589.66| 11.60000 34022.80 Topsoil From Stockpiles | | | 0430 652A053 12.000 ACRE| 650.00000 7800.00| 620.97000 7451.64| 1105.00000 13260.00 Seeding (Mix 1E) | | | 0440 654A000 367.000 SQYD| 5.00000 1835.00| 4.52000 1658.84| 3.25000 1192.75 Solid Sodding | | | 0450 656A001 12.000 ACRE| 475.00000 5700.00| 451.62000 5419.44| 1105.00000 13260.00 Mulching, Class A, Type 2 | | | 0460 659A001 4637.000 SQYD| 2.00000 9274.00| 1.86000 8624.82| 1.00000 4637.00 Erosion Control Netting, Class B | | | 0470 659A002 3865.000 SQYD| 8.00000 30920.00| 7.91000 30572.15| 4.00000 15460.00 Erosion Control Netting, Class C1 | | | 0480 660C172 112.000 EACH| 107.60000 12051.20| 108.15000 12112.80| 50.00000 5600.00 Shrubs, Ligustrum Japonica(Waxleaf | | | Ligustrum) | | | 0490 660D010 28.000 EACH| 69.00000 1932.00| 72.45000 2028.60| 450.00000 12600.00 Trees, Betula Nigra (River Birch) | | | 0500 660D086 28.000 EACH| 79.00000 2212.00| 82.95000 2322.60| 500.00000 14000.00 Trees, Platanus Occidentalis, (Sycamore | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 036 -5 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20031205036 COUNTIES : MADISON LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 01087 |( 3 ) 03023 |MILLER & MILLER, INC. |APAC-SOUTHEAST, INC. |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 665F000 84.000 EACH| 13.50000 1134.00| 13.62000 1144.08| 4.00000 336.00 Hay Bales | | | 0520 665J000 5265.000 LF | 3.00000 15795.00| 2.81000 14794.65| 2.00000 10530.00 Silt Fence, Type A | | | 0530 680A000 LUMP| 18070.00000 18070.00| 15926.72000 15926.72| 30000.00000 30000.00 Engineering Controls | | | 0540 701A031 1.000 MILE| 2200.00000 2200.00| 2100.00000 2100.00| 2320.00000 2320.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0550 701A035 1.000 MILE| 2200.00000 2200.00| 2100.00000 2100.00| 2320.00000 2320.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0560 705A005 34.000 EACH| 10.47000 355.98| 10.50000 357.00| 11.60000 394.40 Pavement Markers, Class A, Type 2-D | | | 0570 740B000 277.000 SQFT| 8.00000 2216.00| 22.56000 6249.12| 8.12000 2249.24 Construction Signs | | | 0580 740D000 20.000 EACH| 65.00000 1300.00| 84.75000 1695.00| 67.28000 1345.60 Channelizing Drums | | | 0590 740F002 4.000 EACH| 163.50000 654.00| 268.39000 1073.56| 174.00000 696.00 Barricades, Type III | | | 0600 740I005 2.000 EACH| 450.00000 900.00| 683.79000 1367.58| 488.00000 976.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 2,036,588.28| $ 2,116,659.67| $ 2,240,722.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,036,588.28| $ 2,116,659.67| $ 2,240,722.38 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 CONTRACT TIME : 200 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-4903(200) for constructing the Grade, Drainage, Pavement, Signing and Signals on C.R.#39 from S.R.#16 (U.S.#90) near Irvington to County Farm Road. Length 1.191 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14003 W. S. NEWELL, INC. $ 7,048,554.22 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 7,270,524.02 103.1492% 3 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 7,581,519.13 107.5613% 4 13008 MOBILE ASPHALT COMPANY, LLC $ 7,597,633.14 107.7900% 5 08077 HASTINGS GENERAL CONTRACTING, INC. $ 8,537,390.39 121.1226% 6 01059 ADVANCE CONSTRUCTION SERVICES, INC. $ 8,699,918.65 123.4284% 7 19058 S. J. & L., INC. $ 8,832,279.25 125.3063% 8 23029 J. S. WALTON & COMPANY, INC. $ 9,468,884.09 134.3380% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 23056 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 240000.00000 240000.00| 99296.37000 99296.37| 240000.00000 240000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 80 ACRES) | | | 0020 210A000 51546.000 CUYD| 2.28000 117524.88| 1.92000 98968.32| 2.79000 143813.34 Unclassified Excavation | | | 0030 210C000 18608.000 CUYD| 4.25000 79084.00| 3.29000 61220.32| 3.64000 67733.12 Muck Excavation | | | 0040 210D012 909214.000 CUYD| 2.64000 2400324.96| 2.89000 2627628.46| 2.95000 2682181.30 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0050 210E000 24811.000 CUYD| 2.64000 65501.04| 4.08000 101228.88| 5.64000 139934.04 Borrow Excavation (Underwater Backfill) | | | 0060 214A000 5112.000 CUYD| 4.00000 20448.00| 5.40000 27604.80| 3.88000 19834.56 Structure Excavation | | | 0070 214B000 563.000 CUYD| 3.00000 1689.00| 7.16000 4031.08| 10.14000 5708.82 Foundation Backfill, Local | | | 0080 214B001 691.000 CUYD| 32.00000 22112.00| 34.56000 23880.96| 32.96000 22775.36 Foundation Backfill, Commercial | | | 0090 230A000 210.000 RBST| 160.00000 33600.00| 179.85000 37768.50| 237.53000 49881.30 Roadbed Processing | | | 0100 301A012 89890.000 SQYD| 5.47000 491698.30| 6.42000 577093.80| 7.52000 675972.80 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 89890.000 SQYD| 0.65000 58428.50| 0.39000 35057.10| 0.25000 22472.50 Bituminous Treatment A | | | 0120 405A000 11827.000 GAL | 1.25000 14783.75| 1.14000 13482.78| 1.29000 15256.83 Tack Coat | | | 0130 410B000 1.000 EACH| 3000.00000 3000.00| 2362.49000 2362.49| 3090.00000 3090.00 State Furnished Profilograph | | | 0140 424A361 7613.000 TON | 34.49000 262572.37| 32.44000 246965.72| 35.78000 272393.14 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424A364 50.000 TON | 32.00000 1600.00| 48.34000 2417.00| 51.50000 2575.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 23056 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B651 12951.000 TON | 31.50000 407956.50| 29.56000 382831.56| 32.70000 423497.70 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 424B659 8052.000 TON | 37.25000 299937.00| 32.83000 264347.16| 38.63000 311048.76 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B681 24805.000 TON | 31.75000 787558.75| 30.02000 744646.10| 32.96000 817572.80 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 428C000 24200.000 LF | 0.30000 7260.00| 0.23000 5566.00| 0.31000 7502.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0200 430B040 29.000 TON | 35.00000 1015.00| 20.66000 599.14| 48.41000 1403.89 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0210 502A000 126341.000 LB | 0.48000 60643.68| 0.52000 65697.32| 0.49000 61907.09 Steel Reinforcement | | | 0220 524A011 840.000 CUYD| 235.00000 197400.00| 253.80000 213192.00| 242.05000 203322.00 Culvert Concrete (Cast In Place) | | | 0230 524B011 89.000 CUYD| 267.00000 23763.00| 288.36000 25664.04| 275.01000 24475.89 Culvert Concrete Extension (Cast In | | | Place) | | | 0240 530A001 300.000 LF | 20.00000 6000.00| 14.10000 4230.00| 15.68000 4704.00 18" Roadway Pipe (Class 3 R.C.) | | | 0250 530A002 1880.000 LF | 24.00000 45120.00| 18.80000 35344.00| 19.23000 36152.40 24" Roadway Pipe (Class 3 R.C.) | | | 0260 530A003 80.000 LF | 35.00000 2800.00| 27.23000 2178.40| 31.65000 2532.00 30" Roadway Pipe (Class 3 R.C.) | | | 0270 530A007 152.000 LF | 70.00000 10640.00| 65.12000 9898.24| 72.31000 10991.12 54" Roadway Pipe (Class 3 R.C.) | | | 0280 530A010 200.000 LF | 103.00000 20600.00| 94.51000 18902.00| 98.63000 19726.00 72" Roadway Pipe (Class 3 R.C.) | | | 0290 530A101 12.000 LF | 50.00000 600.00| 73.05000 876.60| 41.47000 497.64 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0300 530A370 428.000 LF | 105.00000 44940.00| 89.08000 38126.24| 93.47000 40005.16 66" Roadway Pipe, Class C-1 Bedding | | | (Class 4 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 23056 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 533A099 384.000 LF | 24.00000 9216.00| 18.80000 7219.20| 19.29000 7407.36 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0320 600A000 LUMP| 250211.00000 250211.00| 201291.31000 201291.31| 103150.00000 103150.00 Mobilization | | | 0330 602A000 32.000 EACH| 100.00000 3200.00| 119.60000 3827.20| 125.75000 4024.00 Right Of Way Markers | | | 0340 606A012 1000.000 LF | 0.01000 10.00| 7.01000 7010.00| 5.00000 5000.00 6" Underdrain Pipe, Type 8 | | | 0350 610C001 3577.000 TON | 29.00000 103733.00| 28.28000 101157.56| 29.08000 104019.16 Loose Riprap, Class 2 | | | 0360 610D003 10073.000 SQYD| 1.75000 17627.75| 3.46000 34852.58| 2.06000 20750.38 Filter Blanket, Geotextile | | | 0370 614A000 866.000 CUYD| 200.00000 173200.00| 216.00000 187056.00| 169.95000 147176.70 Slope Paving | | | 0380 619A002 5.000 EACH| 375.00000 1875.00| 405.00000 2025.00| 386.25000 1931.25 18" Roadway Pipe End Treatment, Class 1 | | | 0390 619A003 17.000 EACH| 428.00000 7276.00| 462.24000 7858.08| 440.84000 7494.28 24" Roadway Pipe End Treatment, Class 1 | | | 0400 619A004 2.000 EACH| 498.00000 996.00| 537.84000 1075.68| 512.94000 1025.88 30" Roadway Pipe End Treatment, Class 1 | | | 0410 619A010 2.000 EACH| 1460.00000 2920.00| 1576.80000 3153.60| 1503.80000 3007.60 66" Roadway Pipe End Treatment, Class 1 | | | 0420 619A011 2.000 EACH| 1665.00000 3330.00| 1798.20000 3596.40| 1714.95000 3429.90 72" Roadway Pipe End Treatment, Class 1 | | | 0430 619A058 2.000 EACH| 1075.00000 2150.00| 1161.00000 2322.00| 1107.25000 2214.50 54" Roadway Pipe End Treatment, Class 2 | | | 0440 620A000 3.000 CUYD| 500.00000 1500.00| 540.00000 1620.00| 515.00000 1545.00 Minor Structure Concrete | | | 0450 621C002 2.000 EACH| 1500.00000 3000.00| 1620.00000 3240.00| 1545.00000 3090.00 Inlets, Type C, P1 Or P3 | | | 0460 621C020 22.000 EACH| 1500.00000 33000.00| 1620.00000 35640.00| 1545.00000 33990.00 Inlets, Type Y | | | 0470 621C069 2.000 EACH| 3500.00000 7000.00| 3780.00000 7560.00| 3605.00000 7210.00 Inlets, Type E3 | | | 0480 621D019 32.000 EACH| 225.00000 7200.00| 243.00000 7776.00| 231.75000 7416.00 Inlet Units, Type Y | | | 0490 621D022 2.000 EACH| 225.00000 450.00| 243.00000 486.00| 231.75000 463.50 Inlet Units, Type C, P1 Or P3 | | | 0500 629A021 1418.000 LF | 47.00000 66646.00| 50.76000 71977.68| 48.41000 68645.38 Concrete Median Or Safety Barrier, Type | | | 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -5 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 23056 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 629C002 2.000 EACH| 2000.00000 4000.00| 2160.00000 4320.00| 2060.00000 4120.00 Concrete Median Or Safety Barrier End | | | Section, (Type TES) | | | 0520 634A002 9617.000 LF | 7.00000 67319.00| 7.56000 72704.52| 7.21000 69338.57 Industrial Fence, 6 Feet High | | | 0530 650B000 27427.000 CUYD| 1.50000 41140.50| 3.60000 98737.20| 1.98000 54305.46 Topsoil From Stockpiles | | | 0540 652A061 51.000 ACRE| 450.00000 22950.00| 486.00000 24786.00| 463.50000 23638.50 Seeding (Mix 3E) | | | 0550 654A000 1291.000 SQYD| 4.50000 5809.50| 2.97000 3834.27| 2.83000 3653.53 Solid Sodding | | | 0560 656A000 51.000 ACRE| 450.00000 22950.00| 459.00000 23409.00| 437.75000 22325.25 Mulching, Class A, Type 1 | | | 0570 659A002 8655.000 SQYD| 4.00000 34620.00| 4.32000 37389.60| 4.89000 42322.95 Erosion Control Netting, Class C1 | | | 0580 665A000 4.000 ACRE| 300.00000 1200.00| 405.00000 1620.00| 386.25000 1545.00 Temporary Seeding | | | 0590 665B000 4.000 ACRE| 300.00000 1200.00| 378.00000 1512.00| 360.50000 1442.00 Temporary Mulching | | | 0600 665C000 1000.000 LF | 0.01000 10.00| 10.99000 10990.00| 9.75000 9750.00 15" Temporary Pipe | | | 0610 665E000 1000.000 SQYD| 0.01000 10.00| 0.58000 580.00| 1.00000 1000.00 Polyethylene | | | 0620 665F000 1268.000 EACH| 6.00000 7608.00| 5.57000 7062.76| 7.71000 9776.28 Hay Bales | | | 0630 665G000 1476.000 EACH| 0.01000 14.76| 3.97000 5859.72| 5.84000 8619.84 Sand Bags | | | 0640 665I000 1383.000 TON | 29.00000 40107.00| 23.58000 32611.14| 35.14000 48598.62 Temporary Riprap, Class 2 | | | 0650 665J000 20404.000 LF | 3.00000 61212.00| 1.89000 38563.56| 2.45000 49989.80 Silt Fence, Type A | | | 0660 665K000 410.000 CUYD| 3.00000 1230.00| 36.22000 14850.20| 2.90000 1189.00 Drainage Sump Excavation | | | 0670 665N000 546.000 TON | 22.00000 12012.00| 20.37000 11122.02| 25.95000 14168.70 Temporary Coarse Aggregate For Inlet | | | Protection | | | 0680 666A001 51.000 ACRE| 35.00000 1785.00| 32.40000 1652.40| 30.90000 1575.90 Pest Control Treatment | | | 0690 680A000 LUMP| 10920.00000 10920.00| 93047.81000 93047.81| 43940.00000 43940.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -6 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 23056 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 701A028 6.000 MILE| 1300.00000 7800.00| 1404.00000 8424.00| 1339.00000 8034.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0710 701A032 6.000 MILE| 1300.00000 7800.00| 1404.00000 8424.00| 1339.00000 8034.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0720 701A041 4.000 MILE| 850.00000 3400.00| 918.00000 3672.00| 875.50000 3502.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0730 701B009 7665.000 LF | 0.75000 5748.75| 0.81000 6208.65| 0.77000 5902.05 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0740 701C000 2.000 MILE| 320.00000 640.00| 345.60000 691.20| 329.60000 659.20 Broken Temporary Traffic Stripe | | | 0750 701C001 11.000 MILE| 350.00000 3850.00| 378.00000 4158.00| 360.50000 3965.50 Solid Temporary Traffic Stripe | | | 0760 701D008 1.000 MILE| 1250.00000 1250.00| 1350.00000 1350.00| 1287.50000 1287.50 Solid Traffic Stripe Removed (Plastic) | | | 0770 701F000 6131.000 LF | 0.18000 1103.58| 0.19000 1164.89| 0.19000 1164.89 Dotted Temporary Traffic Stripe | | | 0780 701H011 540.000 LF | 1.00000 540.00| 1.08000 583.20| 1.03000 556.20 Dotted Traffic Stripe Removed (Plastic) | | | 0790 703A002 5761.000 SQFT| 1.80000 10369.80| 1.94000 11176.34| 1.85000 10657.85 Traffic Control Markings, Class 2, Type | | | A | | | 0800 703B002 720.000 SQFT| 2.50000 1800.00| 2.70000 1944.00| 2.58000 1857.60 Traffic Control Legends, Class 2, Type | | | 0810 703C001 165.000 SQFT| 3.00000 495.00| 3.24000 534.60| 3.09000 509.85 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0820 703D001 6570.000 SQFT| 0.90000 5913.00| 0.97000 6372.90| 0.93000 6110.10 Temporary Traffic Control Markings | | | 0830 705A011 81.000 EACH| 4.00000 324.00| 4.32000 349.92| 4.12000 333.72 Pavement Markers, Class C, Type 1-A | | | 0840 705A012 840.000 EACH| 4.00000 3360.00| 4.32000 3628.80| 4.12000 3460.80 Pavement Markers, Class C, Type 1-B | | | 0850 705A022 9.000 EACH| 4.00000 36.00| 4.32000 38.88| 4.12000 37.08 Pavement Markers, Class C, Type 2-C | | | 0860 705A023 93.000 EACH| 4.00000 372.00| 4.32000 401.76| 4.12000 383.16 Pavement Markers, Class C, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -7 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 23056 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0870 705A024 165.000 EACH| 4.00000 660.00| 4.32000 712.80| 4.12000 679.80 Pavement Markers, Class C, Type 2-E | | | 0880 705A030 319.000 EACH| 4.80000 1531.20| 5.18000 1652.42| 4.94000 1575.86 Pavement Markers, Class A-H, Type 2-C | | | 0890 705A031 563.000 EACH| 4.80000 2702.40| 5.18000 2916.34| 4.94000 2781.22 Pavement Markers, Class A-H, Type 1-A | | | 0900 705A032 134.000 EACH| 4.80000 643.20| 5.18000 694.12| 4.94000 661.96 Pavement Markers, Class A-H, Type 1-B | | | 0910 705A037 191.000 EACH| 4.80000 916.80| 5.18000 989.38| 4.94000 943.54 Pavement Markers, Class A-H, Type 2-D | | | 0920 710A098 5.000 SQFT| 13.00000 65.00| 14.94000 74.70| 17.00000 85.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type I Background) | | | 0930 710A115 241.000 SQFT| 14.50000 3494.50| 16.66000 4015.06| 17.51000 4219.91 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0940 710A125 6.000 SQFT| 18.00000 108.00| 20.68000 124.08| 19.06000 114.36 Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0950 710A126 122.000 SQFT| 18.00000 2196.00| 20.68000 2522.96| 20.09000 2450.98 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0960 710B001 663.000 LF | 4.75000 3149.25| 5.46000 3619.98| 6.70000 4442.10 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0970 713A000 20.000 LF | 125.00000 2500.00| 135.00000 2700.00| 108.15000 2163.00 Permanent Barricades | | | 0980 720A020 2.000 EACH| 9025.00000 18050.00| 9747.00000 19494.00| 9785.00000 19570.00 Vehicular Impact Attenuator | | | Assembly(Unidirectional, TL-2) | | | 0990 730C000 LUMP| 4000.00000 4000.00| 4595.75000 4595.75| 4120.00000 4120.00 Furnishing And Installing Traffic | | | Control Unit (US 90 @ JUGHANDLE A) | | | 1000 730C001 LUMP| 4000.00000 4000.00| 4595.75000 4595.75| 4120.00000 4120.00 Furnishing And Installing Traffic | | | Control Unit (US 90 @ JUGHANDLE B) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -8 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 23056 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 730E000 8.000 EACH| 2500.00000 20000.00| 2872.34000 22978.72| 2575.00000 20600.00 Metal Traffic Signal Pole Foundation | | | 1020 730G001 8.000 EACH| 4700.00000 37600.00| 5400.00000 43200.00| 4841.00000 38728.00 Metal Traffic Signal Strain Pole | | | 1030 730H001 3137.000 LF | 3.00000 9411.00| 3.45000 10822.65| 3.09000 9693.33 Loop Wire | | | 1040 730I001 12862.000 LF | 1.75000 22508.50| 2.01000 25852.62| 1.80000 23151.60 Loop Detector Lead-In-Cable | | | 1050 730J010 20.000 EACH| 150.00000 3000.00| 172.34000 3446.80| 154.50000 3090.00 Vehicle Loop Detector | | | 1060 730K000 12.000 EACH| 300.00000 3600.00| 344.68000 4136.16| 309.00000 3708.00 Traffic Signal Junction Box | | | 1070 730L003 196.000 LF | 2.00000 392.00| 2.30000 450.80| 2.06000 403.76 1", Non-Metallic, Conduit | | | 1080 730L005 1824.000 LF | 3.00000 5472.00| 3.45000 6292.80| 3.09000 5636.16 2", Non-Metallic, Conduit | | | 1090 730N000 8.000 EACH| 650.00000 5200.00| 746.81000 5974.48| 669.50000 5356.00 Luminaire Extension Assembly, 12 FT | | | 1100 730P022 10.000 EACH| 800.00000 8000.00| 919.15000 9191.50| 824.00000 8240.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1110 730P024 2.000 EACH| 1200.00000 2400.00| 1378.73000 2757.46| 1236.00000 2472.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 1120 730R021 2.000 EACH| 15500.00000 31000.00| 17808.51000 35617.02| 15965.00000 31930.00 Controller Assembly, Type III, 4 Phase | | | 1130 740B000 1368.000 SQFT| 7.00000 9576.00| 7.29000 9972.72| 15.23000 20834.64 Construction Signs | | | 1140 740D000 120.000 EACH| 50.00000 6000.00| 40.56000 4867.20| 80.13000 9615.60 Channelizing Drums | | | 1150 740E000 100.000 EACH| 0.01000 1.00| 3.48000 348.00| 0.12000 12.00 Cones (36 Inches High) | | | 1160 740F002 34.000 EACH| 165.00000 5610.00| 289.71000 9850.14| 236.77000 8050.18 Barricades, Type III | | | 1170 740I005 17.000 EACH| 350.00000 5950.00| 324.00000 5508.00| 264.94000 4503.98 Warning Lights, Type B (Detachable Head | | | 1180 740L005 93.000 EACH| 75.00000 6975.00| 70.20000 6528.60| 50.10000 4659.30 Vertical Panel, Type I (Double-Sided) | | | 1190 740M001 100.000 EACH| 0.01000 1.00| 1.16000 116.00| 0.01000 1.00 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -9 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 23056 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 741C010 2.000 EACH| 3000.00000 6000.00| 3240.00000 6480.00| 699.75000 1399.50 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1210 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 | $ 7,048,554.22| $ 7,270,524.02| $ 7,581,519.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,048,554.22| $ 7,270,524.02| $ 7,581,519.13 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -10 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 08077 |( 6 ) 01059 |MOBILE ASPHALT COMPANY, LLC |HASTINGS GENERAL CONTRACTIN |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 150000.00000 150000.00| 240000.00000 240000.00| 233000.00000 233000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 80 ACRES) | | | 0020 210A000 51546.000 CUYD| 1.70000 87628.20| 4.00000 206184.00| 2.00000 103092.00 Unclassified Excavation | | | 0030 210C000 18608.000 CUYD| 1.70000 31633.60| 2.00000 37216.00| 0.10000 1860.80 Muck Excavation | | | 0040 210D012 909214.000 CUYD| 2.57000 2336679.98| 3.00000 2727642.00| 3.65000 3318631.10 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0050 210E000 24811.000 CUYD| 3.50000 86838.50| 18.00000 446598.00| 0.10000 2481.10 Borrow Excavation (Underwater Backfill) | | | 0060 214A000 5112.000 CUYD| 3.90000 19936.80| 14.00000 71568.00| 5.10000 26071.20 Structure Excavation | | | 0070 214B000 563.000 CUYD| 9.30000 5235.90| 8.00000 4504.00| 4.00000 2252.00 Foundation Backfill, Local | | | 0080 214B001 691.000 CUYD| 30.75000 21248.25| 18.00000 12438.00| 35.50000 24530.50 Foundation Backfill, Commercial | | | 0090 230A000 210.000 RBST| 165.00000 34650.00| 400.00000 84000.00| 200.00000 42000.00 Roadbed Processing | | | 0100 301A012 89890.000 SQYD| 6.58000 591476.20| 6.00000 539340.00| 6.95000 624735.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 89890.000 SQYD| 0.30000 26967.00| 0.30000 26967.00| 0.30000 26967.00 Bituminous Treatment A | | | 0120 405A000 11827.000 GAL | 0.90000 10644.30| 0.90000 10644.30| 1.00000 11827.00 Tack Coat | | | 0130 410B000 1.000 EACH| 1700.00000 1700.00| 1500.00000 1500.00| 1520.00000 1520.00 State Furnished Profilograph | | | 0140 424A361 7613.000 TON | 34.85000 265313.05| 36.35000 276732.55| 37.00000 281681.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424A364 50.000 TON | 50.00000 2500.00| 50.00000 2500.00| 55.00000 2750.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -11 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 08077 |( 6 ) 01059 |MOBILE ASPHALT COMPANY, LLC |HASTINGS GENERAL CONTRACTIN |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B651 12951.000 TON | 32.00000 414432.00| 33.50000 433858.50| 35.00000 453285.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 424B659 8052.000 TON | 32.60000 262495.20| 33.50000 269742.00| 35.00000 281820.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B681 24805.000 TON | 32.50000 806162.50| 33.50000 830967.50| 35.00000 868175.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 428C000 24200.000 LF | 0.20000 4840.00| 1.00000 24200.00| 1.00000 24200.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0200 430B040 29.000 TON | 22.92000 664.68| 10.00000 290.00| 50.00000 1450.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0210 502A000 126341.000 LB | 0.48000 60643.68| 0.45000 56853.45| 0.50000 63170.50 Steel Reinforcement | | | 0220 524A011 840.000 CUYD| 334.38000 280879.20| 320.00000 268800.00| 250.00000 210000.00 Culvert Concrete (Cast In Place) | | | 0230 524B011 89.000 CUYD| 334.38000 29759.82| 400.00000 35600.00| 300.00000 26700.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0240 530A001 300.000 LF | 23.00000 6900.00| 19.00000 5700.00| 22.00000 6600.00 18" Roadway Pipe (Class 3 R.C.) | | | 0250 530A002 1880.000 LF | 20.00000 37600.00| 32.00000 60160.00| 25.00000 47000.00 24" Roadway Pipe (Class 3 R.C.) | | | 0260 530A003 80.000 LF | 35.92000 2873.60| 48.00000 3840.00| 34.00000 2720.00 30" Roadway Pipe (Class 3 R.C.) | | | 0270 530A007 152.000 LF | 72.05000 10951.60| 74.50000 11324.00| 80.00000 12160.00 54" Roadway Pipe (Class 3 R.C.) | | | 0280 530A010 200.000 LF | 102.49000 20498.00| 180.00000 36000.00| 110.00000 22000.00 72" Roadway Pipe (Class 3 R.C.) | | | 0290 530A101 12.000 LF | 79.22000 950.64| 24.00000 288.00| 50.00000 600.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0300 530A370 428.000 LF | 125.01000 53504.28| 148.00000 63344.00| 100.00000 42800.00 66" Roadway Pipe, Class C-1 Bedding | | | (Class 4 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -12 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 08077 |( 6 ) 01059 |MOBILE ASPHALT COMPANY, LLC |HASTINGS GENERAL CONTRACTIN |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 533A099 384.000 LF | 26.72000 10260.48| 34.00000 13056.00| 25.00000 9600.00 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0320 600A000 LUMP| 690000.00000 690000.00| 382000.00000 382000.00| 500000.00000 500000.00 Mobilization | | | 0330 602A000 32.000 EACH| 90.06000 2881.92| 200.00000 6400.00| 100.00000 3200.00 Right Of Way Markers | | | 0340 606A012 1000.000 LF | 10.51000 10510.00| 4.00000 4000.00| 10.00000 10000.00 6" Underdrain Pipe, Type 8 | | | 0350 610C001 3577.000 TON | 27.91000 99834.07| 18.00000 64386.00| 40.00000 143080.00 Loose Riprap, Class 2 | | | 0360 610D003 10073.000 SQYD| 1.88000 18937.24| 2.00000 20146.00| 1.90000 19138.70 Filter Blanket, Geotextile | | | 0370 614A000 866.000 CUYD| 175.15000 151679.90| 240.00000 207840.00| 215.00000 186190.00 Slope Paving | | | 0380 619A002 5.000 EACH| 583.83000 2919.15| 600.00000 3000.00| 400.00000 2000.00 18" Roadway Pipe End Treatment, Class 1 | | | 0390 619A003 17.000 EACH| 583.83000 9925.11| 750.00000 12750.00| 450.00000 7650.00 24" Roadway Pipe End Treatment, Class 1 | | | 0400 619A004 2.000 EACH| 743.06000 1486.12| 800.00000 1600.00| 500.00000 1000.00 30" Roadway Pipe End Treatment, Class 1 | | | 0410 619A010 2.000 EACH| 1273.82000 2547.64| 850.00000 1700.00| 1500.00000 3000.00 66" Roadway Pipe End Treatment, Class 1 | | | 0420 619A011 2.000 EACH| 1592.27000 3184.54| 1250.00000 2500.00| 1700.00000 3400.00 72" Roadway Pipe End Treatment, Class 1 | | | 0430 619A058 2.000 EACH| 1592.27000 3184.54| 21.00000 42.00| 1100.00000 2200.00 54" Roadway Pipe End Treatment, Class 2 | | | 0440 620A000 3.000 CUYD| 477.68000 1433.04| 600.00000 1800.00| 525.00000 1575.00 Minor Structure Concrete | | | 0450 621C002 2.000 EACH| 2123.03000 4246.06| 4800.00000 9600.00| 1550.00000 3100.00 Inlets, Type C, P1 Or P3 | | | 0460 621C020 22.000 EACH| 1910.72000 42035.84| 1400.00000 30800.00| 1550.00000 34100.00 Inlets, Type Y | | | 0470 621C069 2.000 EACH| 2123.03000 4246.06| 2400.00000 4800.00| 4100.00000 8200.00 Inlets, Type E3 | | | 0480 621D019 32.000 EACH| 265.38000 8492.16| 450.00000 14400.00| 250.00000 8000.00 Inlet Units, Type Y | | | 0490 621D022 2.000 EACH| 265.38000 530.76| 600.00000 1200.00| 250.00000 500.00 Inlet Units, Type C, P1 Or P3 | | | 0500 629A021 1418.000 LF | 47.50000 67355.00| 48.00000 68064.00| 90.00000 127620.00 Concrete Median Or Safety Barrier, Type | | | 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -13 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 08077 |( 6 ) 01059 |MOBILE ASPHALT COMPANY, LLC |HASTINGS GENERAL CONTRACTIN |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 629C002 2.000 EACH| 2500.00000 5000.00| 3000.00000 6000.00| 2100.00000 4200.00 Concrete Median Or Safety Barrier End | | | Section, (Type TES) | | | 0520 634A002 9617.000 LF | 7.00000 67319.00| 7.00000 67319.00| 8.00000 76936.00 Industrial Fence, 6 Feet High | | | 0530 650B000 27427.000 CUYD| 2.13000 58419.51| 4.00000 109708.00| 5.00000 137135.00 Topsoil From Stockpiles | | | 0540 652A061 51.000 ACRE| 465.00000 23715.00| 450.00000 22950.00| 460.00000 23460.00 Seeding (Mix 3E) | | | 0550 654A000 1291.000 SQYD| 4.00000 5164.00| 6.00000 7746.00| 5.00000 6455.00 Solid Sodding | | | 0560 656A000 51.000 ACRE| 425.00000 21675.00| 450.00000 22950.00| 460.00000 23460.00 Mulching, Class A, Type 1 | | | 0570 659A002 8655.000 SQYD| 7.50000 64912.50| 2.50000 21637.50| 4.10000 35485.50 Erosion Control Netting, Class C1 | | | 0580 665A000 4.000 ACRE| 300.00000 1200.00| 800.00000 3200.00| 310.00000 1240.00 Temporary Seeding | | | 0590 665B000 4.000 ACRE| 300.00000 1200.00| 800.00000 3200.00| 310.00000 1240.00 Temporary Mulching | | | 0600 665C000 1000.000 LF | 13.49000 13490.00| 18.00000 18000.00| 14.00000 14000.00 15" Temporary Pipe | | | 0610 665E000 1000.000 SQYD| 2.38000 2380.00| 2.00000 2000.00| 1.50000 1500.00 Polyethylene | | | 0620 665F000 1268.000 EACH| 5.72000 7252.96| 3.00000 3804.00| 7.00000 8876.00 Hay Bales | | | 0630 665G000 1476.000 EACH| 1.68000 2479.68| 4.00000 5904.00| 4.00000 5904.00 Sand Bags | | | 0640 665I000 1383.000 TON | 28.30000 39138.90| 14.00000 19362.00| 40.00000 55320.00 Temporary Riprap, Class 2 | | | 0650 665J000 20404.000 LF | 3.00000 61212.00| 3.00000 61212.00| 3.00000 61212.00 Silt Fence, Type A | | | 0660 665K000 410.000 CUYD| 3.77000 1545.70| 12.00000 4920.00| 10.00000 4100.00 Drainage Sump Excavation | | | 0670 665N000 546.000 TON | 20.97000 11449.62| 14.00000 7644.00| 25.00000 13650.00 Temporary Coarse Aggregate For Inlet | | | Protection | | | 0680 666A001 51.000 ACRE| 30.00000 1530.00| 500.00000 25500.00| 40.00000 2040.00 Pest Control Treatment | | | 0690 680A000 LUMP| 90000.00000 90000.00| 150000.00000 150000.00| 75000.00000 75000.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -14 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 08077 |( 6 ) 01059 |MOBILE ASPHALT COMPANY, LLC |HASTINGS GENERAL CONTRACTIN |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 701A028 6.000 MILE| 1310.97000 7865.82| 1313.00000 7878.00| 1350.00000 8100.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0710 701A032 6.000 MILE| 1310.97000 7865.82| 1313.00000 7878.00| 1350.00000 8100.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0720 701A041 4.000 MILE| 857.17000 3428.68| 858.50000 3434.00| 900.00000 3600.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0730 701B009 7665.000 LF | 0.76000 5825.40| 0.76000 5825.40| 1.00000 7665.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0740 701C000 2.000 MILE| 322.70000 645.40| 323.20000 646.40| 325.00000 650.00 Broken Temporary Traffic Stripe | | | 0750 701C001 11.000 MILE| 352.95000 3882.45| 353.50000 3888.50| 360.00000 3960.00 Solid Temporary Traffic Stripe | | | 0760 701D008 1.000 MILE| 1260.54000 1260.54| 1262.50000 1262.50| 1300.00000 1300.00 Solid Traffic Stripe Removed (Plastic) | | | 0770 701F000 6131.000 LF | 0.18000 1103.58| 0.19000 1164.89| 0.25000 1532.75 Dotted Temporary Traffic Stripe | | | 0780 701H011 540.000 LF | 1.01000 545.40| 1.01000 545.40| 1.00000 540.00 Dotted Traffic Stripe Removed (Plastic) | | | 0790 703A002 5761.000 SQFT| 1.82000 10485.02| 1.82000 10485.02| 2.00000 11522.00 Traffic Control Markings, Class 2, Type | | | A | | | 0800 703B002 720.000 SQFT| 2.52000 1814.40| 2.53000 1821.60| 2.50000 1800.00 Traffic Control Legends, Class 2, Type | | | 0810 703C001 165.000 SQFT| 3.03000 499.95| 3.03000 499.95| 3.00000 495.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0820 703D001 6570.000 SQFT| 0.91000 5978.70| 0.91000 5978.70| 1.00000 6570.00 Temporary Traffic Control Markings | | | 0830 705A011 81.000 EACH| 4.03000 326.43| 4.04000 327.24| 4.25000 344.25 Pavement Markers, Class C, Type 1-A | | | 0840 705A012 840.000 EACH| 4.03000 3385.20| 4.04000 3393.60| 4.25000 3570.00 Pavement Markers, Class C, Type 1-B | | | 0850 705A022 9.000 EACH| 4.03000 36.27| 4.04000 36.36| 4.25000 38.25 Pavement Markers, Class C, Type 2-C | | | 0860 705A023 93.000 EACH| 4.03000 374.79| 4.04000 375.72| 4.25000 395.25 Pavement Markers, Class C, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -15 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 08077 |( 6 ) 01059 |MOBILE ASPHALT COMPANY, LLC |HASTINGS GENERAL CONTRACTIN |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0870 705A024 165.000 EACH| 4.03000 664.95| 4.04000 666.60| 4.25000 701.25 Pavement Markers, Class C, Type 2-E | | | 0880 705A030 319.000 EACH| 4.84000 1543.96| 4.85000 1547.15| 5.00000 1595.00 Pavement Markers, Class A-H, Type 2-C | | | 0890 705A031 563.000 EACH| 4.84000 2724.92| 4.85000 2730.55| 5.00000 2815.00 Pavement Markers, Class A-H, Type 1-A | | | 0900 705A032 134.000 EACH| 4.84000 648.56| 4.85000 649.90| 5.00000 670.00 Pavement Markers, Class A-H, Type 1-B | | | 0910 705A037 191.000 EACH| 4.84000 924.44| 4.85000 926.35| 5.00000 955.00 Pavement Markers, Class A-H, Type 2-D | | | 0920 710A098 5.000 SQFT| 16.50000 82.50| 18.15000 90.75| 15.00000 75.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type I Background) | | | 0930 710A115 241.000 SQFT| 17.00000 4097.00| 18.70000 4506.70| 15.00000 3615.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0940 710A125 6.000 SQFT| 18.50000 111.00| 20.35000 122.10| 20.00000 120.00 Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0950 710A126 122.000 SQFT| 19.50000 2379.00| 21.45000 2616.90| 20.00000 2440.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0960 710B001 663.000 LF | 6.50000 4309.50| 7.15000 4740.45| 5.00000 3315.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0970 713A000 20.000 LF | 105.00000 2100.00| 115.50000 2310.00| 150.00000 3000.00 Permanent Barricades | | | 0980 720A020 2.000 EACH| 12650.00000 25300.00| 13915.00000 27830.00| 3552.50000 7105.00 Vehicular Impact Attenuator | | | Assembly(Unidirectional, TL-2) | | | 0990 730C000 LUMP| 4246.05000 4246.05| 4640.00000 4640.00| 5000.00000 5000.00 Furnishing And Installing Traffic | | | Control Unit (US 90 @ JUGHANDLE A) | | | 1000 730C001 LUMP| 4246.05000 4246.05| 4640.00000 4640.00| 5000.00000 5000.00 Furnishing And Installing Traffic | | | Control Unit (US 90 @ JUGHANDLE B) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -16 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 08077 |( 6 ) 01059 |MOBILE ASPHALT COMPANY, LLC |HASTINGS GENERAL CONTRACTIN |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 730E000 8.000 EACH| 2653.78000 21230.24| 2900.00000 23200.00| 2500.00000 20000.00 Metal Traffic Signal Pole Foundation | | | 1020 730G001 8.000 EACH| 4989.11000 39912.88| 5452.00000 43616.00| 4800.00000 38400.00 Metal Traffic Signal Strain Pole | | | 1030 730H001 3137.000 LF | 3.18000 9975.66| 3.48000 10916.76| 3.00000 9411.00 Loop Wire | | | 1040 730I001 12862.000 LF | 1.86000 23923.32| 2.03000 26109.86| 2.00000 25724.00 Loop Detector Lead-In-Cable | | | 1050 730J010 20.000 EACH| 159.23000 3184.60| 174.00000 3480.00| 150.00000 3000.00 Vehicle Loop Detector | | | 1060 730K000 12.000 EACH| 318.45000 3821.40| 348.00000 4176.00| 300.00000 3600.00 Traffic Signal Junction Box | | | 1070 730L003 196.000 LF | 2.12000 415.52| 2.32000 454.72| 2.00000 392.00 1", Non-Metallic, Conduit | | | 1080 730L005 1824.000 LF | 3.18000 5800.32| 3.48000 6347.52| 3.00000 5472.00 2", Non-Metallic, Conduit | | | 1090 730N000 8.000 EACH| 689.98000 5519.84| 754.00000 6032.00| 660.00000 5280.00 Luminaire Extension Assembly, 12 FT | | | 1100 730P022 10.000 EACH| 849.21000 8492.10| 928.00000 9280.00| 810.00000 8100.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1110 730P024 2.000 EACH| 1273.82000 2547.64| 1392.00000 2784.00| 1250.00000 2500.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 1120 730R021 2.000 EACH| 16453.43000 32906.86| 17980.00000 35960.00| 16000.00000 32000.00 Controller Assembly, Type III, 4 Phase | | | 1130 740B000 1368.000 SQFT| 7.50000 10260.00| 12.00000 16416.00| 8.00000 10944.00 Construction Signs | | | 1140 740D000 120.000 EACH| 60.00000 7200.00| 60.00000 7200.00| 100.00000 12000.00 Channelizing Drums | | | 1150 740E000 100.000 EACH| 10.65000 1065.00| 12.00000 1200.00| 12.00000 1200.00 Cones (36 Inches High) | | | 1160 740F002 34.000 EACH| 327.50000 11135.00| 300.00000 10200.00| 350.00000 11900.00 Barricades, Type III | | | 1170 740I005 17.000 EACH| 220.00000 3740.00| 295.00000 5015.00| 250.00000 4250.00 Warning Lights, Type B (Detachable Head | | | 1180 740L005 93.000 EACH| 68.50000 6370.50| 14.00000 1302.00| 70.00000 6510.00 Vertical Panel, Type I (Double-Sided) | | | 1190 740M001 100.000 EACH| 7.50000 750.00| 5.00000 500.00| 10.00000 1000.00 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -17 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 08077 |( 6 ) 01059 |MOBILE ASPHALT COMPANY, LLC |HASTINGS GENERAL CONTRACTIN |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 741C010 2.000 EACH| 4250.00000 8500.00| 3000.00000 6000.00| 4500.00000 9000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1210 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 | $ 7,597,633.14| $ 8,537,390.39| $ 8,699,918.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,597,633.14| $ 8,537,390.39| $ 8,699,918.65 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -18 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 19058 |( 8 ) 23029 |( ) |S. J. & L., INC. |J. S. WALTON & COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 240000.00000 240000.00| 134658.05000 134658.05| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 80 ACRES) | | | 0020 210A000 51546.000 CUYD| 3.20000 164947.20| 2.69000 138658.74| Unclassified Excavation | | | 0030 210C000 18608.000 CUYD| 3.25000 60476.00| 3.27000 60848.16| Muck Excavation | | | 0040 210D012 909214.000 CUYD| 3.80000 3455013.20| 3.44000 3127696.16| Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0050 210E000 24811.000 CUYD| 4.20000 104206.20| 3.74000 92793.14| Borrow Excavation (Underwater Backfill) | | | 0060 214A000 5112.000 CUYD| 4.20000 21470.40| 6.67000 34097.04| Structure Excavation | | | 0070 214B000 563.000 CUYD| 7.45000 4194.35| 8.36000 4706.68| Foundation Backfill, Local | | | 0080 214B001 691.000 CUYD| 34.15000 23597.65| 34.54000 23867.14| Foundation Backfill, Commercial | | | 0090 230A000 210.000 RBST| 201.50000 42315.00| 144.25000 30292.50| Roadbed Processing | | | 0100 301A012 89890.000 SQYD| 7.55000 678669.50| 6.56000 589678.40| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 89890.000 SQYD| 0.65000 58428.50| 0.30000 26967.00| Bituminous Treatment A | | | 0120 405A000 11827.000 GAL | 1.25000 14783.75| 0.91000 10762.57| Tack Coat | | | 0130 410B000 1.000 EACH| 3015.00000 3015.00| 1521.99000 1521.99| State Furnished Profilograph | | | 0140 424A361 7613.000 TON | 34.95000 266074.35| 36.88000 280767.44| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424A364 50.000 TON | 50.15000 2507.50| 50.73000 2536.50| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -19 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 19058 |( 8 ) 23029 |( ) |S. J. & L., INC. |J. S. WALTON & COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B651 12951.000 TON | 31.90000 413136.90| 33.99000 440204.49| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 424B659 8052.000 TON | 37.70000 303560.40| 33.99000 273687.48| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B681 24805.000 TON | 32.15000 797480.75| 33.99000 843121.95| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 428C000 24200.000 LF | 0.30000 7260.00| 2.16000 52272.00| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0200 430B040 29.000 TON | 30.00000 870.00| 32.63000 946.27| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0210 502A000 126341.000 LB | 0.50000 63170.50| 0.52000 65697.32| Steel Reinforcement | | | 0220 524A011 840.000 CUYD| 250.65000 210546.00| 253.66000 213074.40| Culvert Concrete (Cast In Place) | | | 0230 524B011 89.000 CUYD| 285.00000 25365.00| 288.21000 25650.69| Culvert Concrete Extension (Cast In | | | Place) | | | 0240 530A001 300.000 LF | 18.55000 5565.00| 15.67000 4701.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0250 530A002 1880.000 LF | 23.40000 43992.00| 21.12000 39705.60| 24" Roadway Pipe (Class 3 R.C.) | | | 0260 530A003 80.000 LF | 29.20000 2336.00| 28.62000 2289.60| 30" Roadway Pipe (Class 3 R.C.) | | | 0270 530A007 152.000 LF | 80.10000 12175.20| 69.62000 10582.24| 54" Roadway Pipe (Class 3 R.C.) | | | 0280 530A010 200.000 LF | 113.35000 22670.00| 95.40000 19080.00| 72" Roadway Pipe (Class 3 R.C.) | | | 0290 530A101 12.000 LF | 32.20000 386.40| 38.91000 466.92| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0300 530A370 428.000 LF | 112.90000 48321.20| 88.48000 37869.44| 66" Roadway Pipe, Class C-1 Bedding | | | (Class 4 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -20 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 19058 |( 8 ) 23029 |( ) |S. J. & L., INC. |J. S. WALTON & COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 533A099 384.000 LF | 23.60000 9062.40| 21.06000 8087.04| 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0320 600A000 LUMP| 500000.00000 500000.00| 1653994.60000 1653994.60| Mobilization | | | 0330 602A000 32.000 EACH| 160.00000 5120.00| 53.52000 1712.64| Right Of Way Markers | | | 0340 606A012 1000.000 LF | 7.50000 7500.00| 10.26000 10260.00| 6" Underdrain Pipe, Type 8 | | | 0350 610C001 3577.000 TON | 32.85000 117504.45| 26.24000 93860.48| Loose Riprap, Class 2 | | | 0360 610D003 10073.000 SQYD| 2.15000 21656.95| 1.96000 19743.08| Filter Blanket, Geotextile | | | 0370 614A000 866.000 CUYD| 213.30000 184717.80| 215.88000 186952.08| Slope Paving | | | 0380 619A002 5.000 EACH| 400.00000 2000.00| 404.78000 2023.90| 18" Roadway Pipe End Treatment, Class 1 | | | 0390 619A003 17.000 EACH| 457.00000 7769.00| 461.99000 7853.83| 24" Roadway Pipe End Treatment, Class 1 | | | 0400 619A004 2.000 EACH| 532.00000 1064.00| 537.56000 1075.12| 30" Roadway Pipe End Treatment, Class 1 | | | 0410 619A010 2.000 EACH| 1560.00000 3120.00| 1575.96000 3151.92| 66" Roadway Pipe End Treatment, Class 1 | | | 0420 619A011 2.000 EACH| 1775.00000 3550.00| 1797.24000 3594.48| 72" Roadway Pipe End Treatment, Class 1 | | | 0430 619A058 2.000 EACH| 1150.00000 2300.00| 1160.38000 2320.76| 54" Roadway Pipe End Treatment, Class 2 | | | 0440 620A000 3.000 CUYD| 535.00000 1605.00| 539.71000 1619.13| Minor Structure Concrete | | | 0450 621C002 2.000 EACH| 1600.00000 3200.00| 1619.14000 3238.28| Inlets, Type C, P1 Or P3 | | | 0460 621C020 22.000 EACH| 1600.00000 35200.00| 1619.14000 35621.08| Inlets, Type Y | | | 0470 621C069 2.000 EACH| 3735.00000 7470.00| 3777.98000 7555.96| Inlets, Type E3 | | | 0480 621D019 32.000 EACH| 240.00000 7680.00| 242.87000 7771.84| Inlet Units, Type Y | | | 0490 621D022 2.000 EACH| 240.00000 480.00| 242.87000 485.74| Inlet Units, Type C, P1 Or P3 | | | 0500 629A021 1418.000 LF | 50.10000 71041.80| 51.27000 72700.86| Concrete Median Or Safety Barrier, Type | | | 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -21 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 19058 |( 8 ) 23029 |( ) |S. J. & L., INC. |J. S. WALTON & COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 629C002 2.000 EACH| 2135.00000 4270.00| 2698.56000 5397.12| Concrete Median Or Safety Barrier End | | | Section, (Type TES) | | | 0520 634A002 9617.000 LF | 7.05000 67799.85| 7.10000 68280.70| Industrial Fence, 6 Feet High | | | 0530 650B000 27427.000 CUYD| 2.35000 64453.45| 3.93000 107788.11| Topsoil From Stockpiles | | | 0540 652A061 51.000 ACRE| 675.00000 34425.00| 809.87000 41303.37| Seeding (Mix 3E) | | | 0550 654A000 1291.000 SQYD| 3.00000 3873.00| 2.65000 3421.15| Solid Sodding | | | 0560 656A000 51.000 ACRE| 620.00000 31620.00| 410.16000 20918.16| Mulching, Class A, Type 1 | | | 0570 659A002 8655.000 SQYD| 3.80000 32889.00| 3.12000 27003.60| Erosion Control Netting, Class C1 | | | 0580 665A000 4.000 ACRE| 535.00000 2140.00| 613.10000 2452.40| Temporary Seeding | | | 0590 665B000 4.000 ACRE| 518.00000 2072.00| 463.20000 1852.80| Temporary Mulching | | | 0600 665C000 1000.000 LF | 15.90000 15900.00| 14.76000 14760.00| 15" Temporary Pipe | | | 0610 665E000 1000.000 SQYD| 2.30000 2300.00| 0.94000 940.00| Polyethylene | | | 0620 665F000 1268.000 EACH| 5.70000 7227.60| 4.45000 5642.60| Hay Bales | | | 0630 665G000 1476.000 EACH| 3.10000 4575.60| 2.47000 3645.72| Sand Bags | | | 0640 665I000 1383.000 TON | 33.00000 45639.00| 26.24000 36289.92| Temporary Riprap, Class 2 | | | 0650 665J000 20404.000 LF | 2.85000 58151.40| 2.99000 61007.96| Silt Fence, Type A | | | 0660 665K000 410.000 CUYD| 4.85000 1988.50| 5.90000 2419.00| Drainage Sump Excavation | | | 0670 665N000 546.000 TON | 25.65000 14004.90| 20.85000 11384.10| Temporary Coarse Aggregate For Inlet | | | Protection | | | 0680 666A001 51.000 ACRE| 53.30000 2718.30| 37.78000 1926.78| Pest Control Treatment | | | 0690 680A000 LUMP| 36000.00000 36000.00| 55940.36000 55940.36| Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -22 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 19058 |( 8 ) 23029 |( ) |S. J. & L., INC. |J. S. WALTON & COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 701A028 6.000 MILE| 1300.00000 7800.00| 1403.25000 8419.50| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0710 701A032 6.000 MILE| 1300.00000 7800.00| 1403.25000 8419.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0720 701A041 4.000 MILE| 852.00000 3408.00| 917.51000 3670.04| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0730 701B009 7665.000 LF | 0.75000 5748.75| 0.81000 6208.65| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0740 701C000 2.000 MILE| 325.00000 650.00| 345.42000 690.84| Broken Temporary Traffic Stripe | | | 0750 701C001 11.000 MILE| 350.00000 3850.00| 377.80000 4155.80| Solid Temporary Traffic Stripe | | | 0760 701D008 1.000 MILE| 1255.00000 1255.00| 1349.28000 1349.28| Solid Traffic Stripe Removed (Plastic) | | | 0770 701F000 6131.000 LF | 0.20000 1226.20| 0.19000 1164.89| Dotted Temporary Traffic Stripe | | | 0780 701H011 540.000 LF | 1.00000 540.00| 1.08000 583.20| Dotted Traffic Stripe Removed (Plastic) | | | 0790 703A002 5761.000 SQFT| 1.80000 10369.80| 1.94000 11176.34| Traffic Control Markings, Class 2, Type | | | A | | | 0800 703B002 720.000 SQFT| 2.50000 1800.00| 2.70000 1944.00| Traffic Control Legends, Class 2, Type | | | 0810 703C001 165.000 SQFT| 3.00000 495.00| 3.24000 534.60| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0820 703D001 6570.000 SQFT| 0.90000 5913.00| 0.97000 6372.90| Temporary Traffic Control Markings | | | 0830 705A011 81.000 EACH| 4.00000 324.00| 4.32000 349.92| Pavement Markers, Class C, Type 1-A | | | 0840 705A012 840.000 EACH| 4.00000 3360.00| 4.32000 3628.80| Pavement Markers, Class C, Type 1-B | | | 0850 705A022 9.000 EACH| 4.00000 36.00| 4.32000 38.88| Pavement Markers, Class C, Type 2-C | | | 0860 705A023 93.000 EACH| 4.00000 372.00| 4.32000 401.76| Pavement Markers, Class C, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -23 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 19058 |( 8 ) 23029 |( ) |S. J. & L., INC. |J. S. WALTON & COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0870 705A024 165.000 EACH| 4.00000 660.00| 4.32000 712.80| Pavement Markers, Class C, Type 2-E | | | 0880 705A030 319.000 EACH| 4.80000 1531.20| 5.18000 1652.42| Pavement Markers, Class A-H, Type 2-C | | | 0890 705A031 563.000 EACH| 4.80000 2702.40| 5.18000 2916.34| Pavement Markers, Class A-H, Type 1-A | | | 0900 705A032 134.000 EACH| 4.80000 643.20| 5.18000 694.12| Pavement Markers, Class A-H, Type 1-B | | | 0910 705A037 191.000 EACH| 4.80000 916.80| 5.18000 989.38| Pavement Markers, Class A-H, Type 2-D | | | 0920 710A098 5.000 SQFT| 17.00000 85.00| 14.03000 70.15| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type I Background) | | | 0930 710A115 241.000 SQFT| 17.05000 4109.05| 15.65000 3771.65| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0940 710A125 6.000 SQFT| 19.00000 114.00| 19.43000 116.58| Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0950 710A126 122.000 SQFT| 19.55000 2385.10| 19.43000 2370.46| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0960 710B001 663.000 LF | 6.50000 4309.50| 5.13000 3401.19| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0970 713A000 20.000 LF | 105.00000 2100.00| 106.54000 2130.80| Permanent Barricades | | | 0980 720A020 2.000 EACH| 9650.00000 19300.00| 9741.80000 19483.60| Vehicular Impact Attenuator | | | Assembly(Unidirectional, TL-2) | | | 0990 730C000 LUMP| 4275.00000 4275.00| 4317.69000 4317.69| Furnishing And Installing Traffic | | | Control Unit (US 90 @ JUGHANDLE A) | | | 1000 730C001 LUMP| 4275.00000 4275.00| 4317.69000 4317.69| Furnishing And Installing Traffic | | | Control Unit (US 90 @ JUGHANDLE B) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -24 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 19058 |( 8 ) 23029 |( ) |S. J. & L., INC. |J. S. WALTON & COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 730E000 8.000 EACH| 2665.00000 21320.00| 2698.56000 21588.48| Metal Traffic Signal Pole Foundation | | | 1020 730G001 8.000 EACH| 5015.00000 40120.00| 5073.29000 40586.32| Metal Traffic Signal Strain Pole | | | 1030 730H001 3137.000 LF | 3.20000 10038.40| 3.24000 10163.88| Loop Wire | | | 1040 730I001 12862.000 LF | 1.85000 23794.70| 1.89000 24309.18| Loop Detector Lead-In-Cable | | | 1050 730J010 20.000 EACH| 160.00000 3200.00| 161.91000 3238.20| Vehicle Loop Detector | | | 1060 730K000 12.000 EACH| 320.00000 3840.00| 323.83000 3885.96| Traffic Signal Junction Box | | | 1070 730L003 196.000 LF | 2.15000 421.40| 2.16000 423.36| 1", Non-Metallic, Conduit | | | 1080 730L005 1824.000 LF | 3.20000 5836.80| 3.24000 5909.76| 2", Non-Metallic, Conduit | | | 1090 730N000 8.000 EACH| 693.00000 5544.00| 701.63000 5613.04| Luminaire Extension Assembly, 12 FT | | | 1100 730P022 10.000 EACH| 853.00000 8530.00| 863.54000 8635.40| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1110 730P024 2.000 EACH| 1280.00000 2560.00| 1295.31000 2590.62| Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 1120 730R021 2.000 EACH| 16530.00000 33060.00| 16731.06000 33462.12| Controller Assembly, Type III, 4 Phase | | | 1130 740B000 1368.000 SQFT| 7.50000 10260.00| 3.60000 4924.80| Construction Signs | | | 1140 740D000 120.000 EACH| 60.00000 7200.00| 4.82000 578.40| Channelizing Drums | | | 1150 740E000 100.000 EACH| 11.00000 1100.00| 3.38000 338.00| Cones (36 Inches High) | | | 1160 740F002 34.000 EACH| 330.00000 11220.00| 33.78000 1148.52| Barricades, Type III | | | 1170 740I005 17.000 EACH| 220.00000 3740.00| 233.20000 3964.40| Warning Lights, Type B (Detachable Head | | | 1180 740L005 93.000 EACH| 69.00000 6417.00| 11.08000 1030.44| Vertical Panel, Type I (Double-Sided) | | | 1190 740M001 100.000 EACH| 7.50000 750.00| 2.89000 289.00| Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 037 -25 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031205037 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 19058 |( 8 ) 23029 |( ) |S. J. & L., INC. |J. S. WALTON & COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 741C010 2.000 EACH| 4275.00000 8550.00| 1576.43000 3152.86| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1210 999 000 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 8,832,279.25| $ 9,468,884.09| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,832,279.25| $ 9,468,884.09| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20031205038 COUNTIES : MORGAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5200(212) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#1155 (Holmes Road) over East Fork of Flint Creek southwest of Eva. Length - 0.128 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 361,956.64 100.0000% 2 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 380,572.15 105.1430% 3 13004 MILLER & MILLER, INC. $ 600,056.59 165.7813% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20031205038 COUNTIES : MORGAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 03023 |( 3 ) 13004 |TRI-COUNTY CONCRETE CONSTRU |B. H. CRAIG CONSTRUCTION CO |MILLER & MILLER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 ACRE) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 11000.00000 11000.00| 10200.00000 10200.00 Removal Of Old Bridge, Station 4+69.90 | | | OF PROPOSED ROAD "A" 30.2 RT | | | 0030 206D000 48.000 LF | 10.00000 480.00| 12.00000 576.00| 6.00000 288.00 Removing Pipe | | | 0040 210A000 5220.000 CUYD| 10.00000 52200.00| 5.75000 30015.00| 6.50000 33930.00 Unclassified Excavation | | | 0050 210D001 1924.000 CUYD| 12.00000 23088.00| 8.10000 15584.40| 12.00000 23088.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214A000 886.000 CUYD| 10.00000 8860.00| 15.00000 13290.00| 65.00000 57590.00 Structure Excavation | | | 0070 214B001 200.000 CUYD| 20.00000 4000.00| 25.00000 5000.00| 16.25000 3250.00 Foundation Backfill, Commercial | | | 0080 230A000 10.000 RBST| 300.00000 3000.00| 58.00000 580.00| 250.00000 2500.00 Roadbed Processing | | | 0090 301A004 962.000 SQYD| 5.50000 5291.00| 4.65000 4473.30| 5.50000 5291.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0100 301A012 3328.000 SQYD| 6.00000 19968.00| 5.80000 19302.40| 5.75000 19136.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 2292.000 SQYD| 1.00000 2292.00| 1.75000 4011.00| 0.80000 1833.60 Bituminous Treatment A | | | 0120 405A000 66.000 GAL | 2.00000 132.00| 2.35000 155.10| 1.75000 115.50 Tack Coat | | | 0130 429A201 172.000 TON | 60.00000 10320.00| 63.80000 10973.60| 60.00000 10320.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0140 429B201 310.000 TON | 60.00000 18600.00| 63.80000 19778.00| 43.00000 13330.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20031205038 COUNTIES : MORGAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 03023 |( 3 ) 13004 |TRI-COUNTY CONCRETE CONSTRU |B. H. CRAIG CONSTRUCTION CO |MILLER & MILLER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 502A000 63907.000 LB | 0.52000 33231.64| 0.55000 35148.85| 0.55000 35148.85 Steel Reinforcement | | | 0160 524A011 346.000 CUYD| 300.00000 103800.00| 315.00000 108990.00| 767.00000 265382.00 Culvert Concrete (Cast In Place) | | | 0170 530A003 40.000 LF | 50.00000 2000.00| 60.00000 2400.00| 36.00000 1440.00 30" Roadway Pipe (Class 3 R.C.) | | | 0180 600A000 LUMP| 20000.00000 20000.00| 50000.00000 50000.00| 69985.00000 69985.00 Mobilization | | | 0190 610C001 78.000 TON | 20.00000 1560.00| 25.00000 1950.00| 30.00000 2340.00 Loose Riprap, Class 2 | | | 0200 610D000 102.000 SQYD| 4.00000 408.00| 3.00000 306.00| 6.00000 612.00 Filter Blanket | | | 0210 619A004 2.000 EACH| 1000.00000 2000.00| 750.00000 1500.00| 735.00000 1470.00 30" Roadway Pipe End Treatment, Class 1 | | | 0220 630A001 200.000 LF | 14.10000 2820.00| 16.40000 3280.00| 17.25000 3450.00 Steel Beam Guardrail, Class A, Type 2 | | | 0230 630C050 4.000 EACH| 1205.00000 4820.00| 1400.00000 5600.00| 1240.00000 4960.00 Guardrail End Anchor, Type 20 Series | | | 0240 650A000 253.000 CUYD| 12.00000 3036.00| 11.60000 2934.80| 19.00000 4807.00 Topsoil | | | 0250 652A053 1.000 ACRE| 1000.00000 1000.00| 1100.00000 1100.00| 1500.00000 1500.00 Seeding (Mix 1E) | | | 0260 656A001 1.000 ACRE| 1000.00000 1000.00| 1100.00000 1100.00| 1500.00000 1500.00 Mulching, Class A, Type 2 | | | 0270 665F000 50.000 EACH| 10.00000 500.00| 6.00000 300.00| 9.50000 475.00 Hay Bales | | | 0280 665J000 100.000 LF | 10.00000 1000.00| 5.00000 500.00| 10.00000 1000.00 Silt Fence, Type A | | | 0290 680A000 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 9486.64000 9486.64 Engineering Controls | | | 0300 701A031 1.000 MILE| 2000.00000 2000.00| 2320.00000 2320.00| 2200.00000 2200.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0310 701A035 1.000 MILE| 2500.00000 2500.00| 2900.00000 2900.00| 2200.00000 2200.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0320 701C001 1.000 MILE| 750.00000 750.00| 870.00000 870.00| 450.00000 450.00 Solid Temporary Traffic Stripe | | | 0330 703A002 20.000 SQFT| 5.00000 100.00| 5.80000 116.00| 9.00000 180.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20031205038 COUNTIES : MORGAN LETTING DATE : 12/05/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 03023 |( 3 ) 13004 |TRI-COUNTY CONCRETE CONSTRU |B. H. CRAIG CONSTRUCTION CO |MILLER & MILLER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 703B002 24.000 SQFT| 5.00000 120.00| 5.80000 139.20| 10.00000 240.00 Traffic Control Legends, Class 2, Type | | | 0350 705A037 24.000 EACH| 10.00000 240.00| 11.60000 278.40| 11.50000 276.00 Pavement Markers, Class A-H, Type 2-D | | | 0360 740B000 454.000 SQFT| 10.00000 4540.00| 8.15000 3700.10| 8.00000 3632.00 Construction Signs | | | 0370 740F002 6.000 EACH| 250.00000 1500.00| 175.00000 1050.00| 225.00000 1350.00 Barricades, Type III | | | 0380 740I005 6.000 EACH| 300.00000 1800.00| 225.00000 1350.00| 350.00000 2100.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 361,956.64| $ 380,572.15| $ 600,056.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 361,956.64| $ 380,572.15| $ 600,056.59 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20031205039 COUNTIES : TUSCALOOSA LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-6322(200) for constructing the Bridge Replacements (2 Bridge Culverts) on Bear Creek Road at Bunch Creek and at Little Sandy Creek southeast of Tuscaloosa. Length 0.021 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 239,488.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20031205039 COUNTIES : TUSCALOOSA LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 2500.00000 2500.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2 ACRES) | | | 0020 206A000 LUMP| 5000.00000 5000.00| | Removal Of Old Bridge, Station 731+76. | | | 62 TO STATION 732+49.84 | | | 0030 206A001 LUMP| 5000.00000 5000.00| | Removal Of Old Bridge, Station 1009+50. | | | 01 TO STATION 1009+79.01 | | | 0040 214A000 899.000 CUYD| 10.00000 8990.00| | Structure Excavation | | | 0050 214B000 177.000 CUYD| 18.00000 3186.00| | Foundation Backfill, Local | | | 0060 502A000 79500.000 LB | 0.46000 36570.00| | Steel Reinforcement | | | 0070 524A011 500.000 CUYD| 275.00000 137500.00| | Culvert Concrete (Cast In Place) | | | 0080 600A000 LUMP| 10000.00000 10000.00| | Mobilization | | | 0090 610C001 574.000 TON | 20.00000 11480.00| | Loose Riprap, Class 2 | | | 0100 610D000 453.000 SQYD| 4.00000 1812.00| | Filter Blanket | | | 0110 665A000 1.000 ACRE| 500.00000 500.00| | Temporary Seeding | | | 0120 665B000 1.000 ACRE| 750.00000 750.00| | Temporary Mulching | | | 0130 665I000 160.000 TON | 25.00000 4000.00| | Temporary Riprap, Class 2 | | | 0140 665J000 320.000 LF | 10.00000 3200.00| | Silt Fence, Type A | | | 0150 680A000 LUMP| 5000.00000 5000.00| | Engineering Controls | | | 0160 740B000 40.000 SQFT| 20.00000 800.00| | Construction Signs | | | 0170 740F002 8.000 EACH| 250.00000 2000.00| | Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20031205039 COUNTIES : TUSCALOOSA LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 740I005 4.000 EACH| 300.00000 1200.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 239,488.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 239,488.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20031205042 COUNTIES : JEFFERSON LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 CONTRACT TIME : 425 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-7119(600) for constructing the Bridge Replacement on C.R.#76 (Ensley-Pleasant Grove Road) over USSC Railroad near Fairfield. Length - 0.125 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13036 THE MORRIS GROUP, INC. $ 1,481,403.00 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,509,658.10 101.9073% 3 13099 MCINNIS, LLC $ 1,782,033.80 120.2937% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20031205042 COUNTIES : JEFFERSON LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 01007 |( 3 ) 13099 |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, IN |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 70000.00000 70000.00| 95238.10000 95238.10| 118000.00000 118000.00 Removal Of Old Bridge, Station 10+32.57 | | | 0020 215A000 1132.000 CUYD| 12.00000 13584.00| 15.00000 16980.00| 10.00000 11320.00 Unclassified Bridge Excavation | | | 0030 215B000 LUMP| 11000.00000 11000.00| 7500.00000 7500.00| 80000.00000 80000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 10+21.27 | | | 0040 450B000 264.000 SQYD| 65.00000 17160.00| 65.00000 17160.00| 85.00000 22440.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0050 502A000 80266.000 LB | 0.50000 40133.00| 0.50000 40133.00| 0.80000 64212.80 Steel Reinforcement | | | 0060 502B000 LUMP| 100000.00000 100000.00| 100000.00000 100000.00| 133000.00000 133000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 10+21.27, APPROX. | | | 190864 LBS | | | 0070 505G003 116.000 EACH| 95.00000 11020.00| 90.00000 10440.00| 100.00000 11600.00 Pile Points (Type A, 12") | | | 0080 505M002 2100.000 LF | 35.00000 73500.00| 24.00000 50400.00| 20.00000 42000.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0090 508A000 12802.000 LB | 2.00000 25604.00| 2.50000 32005.00| 4.00000 51208.00 Structural Steel | | | 0100 510A000 609.000 CUYD| 355.00000 216195.00| 275.00000 167475.00| 425.00000 258825.00 Bridge Substructure Concrete, Class A | | | 0110 510C051 LUMP| 295000.00000 295000.00| 351300.00000 351300.00| 410000.00000 410000.00 Bridge Concrete Superstructure, STA | | | 10+21.27, APPROX 814 CU YDS | | | 0120 510E000 2426.000 SQYD| 2.00000 4852.00| 2.00000 4852.00| 3.00000 7278.00 Grooving Concrete Bridge Decks | | | 0130 511A004 62.000 EACH| 450.00000 27900.00| 600.00000 37200.00| 500.00000 31000.00 Elastomeric Bearings, Type 4 | | | 0140 513B015 849.000 LF | 115.00000 97635.00| 135.00000 114615.00| 100.00000 84900.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0150 513B019 2274.000 LF | 130.00000 295620.00| 140.00000 318360.00| 125.00000 284250.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20031205042 COUNTIES : JEFFERSON LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 01007 |( 3 ) 13099 |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, IN |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 178000.00000 178000.00| 140000.00000 140000.00| 165000.00000 165000.00 Mobilization | | | 0170 665F000 200.000 EACH| 6.00000 1200.00| 5.00000 1000.00| 10.00000 2000.00 Hay Bales | | | 0180 665J000 1000.000 LF | 3.00000 3000.00| 5.00000 5000.00| 5.00000 5000.00 Silt Fence, Type A | | | SECTION TOTALS | $ 1,481,403.00| $ 1,509,658.10| $ 1,782,033.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,481,403.00| $ 1,509,658.10| $ 1,782,033.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20031205045 COUNTIES : JEFFERSON LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : CMAQ-9802(906) for constructing the Pedestrian Walkway System (Phases 3 & 4) at various locations in Mountainbrook as indicated in the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16048 WALKER PATTON COMPANY, INC. $ 1,751,811.50 100.0000% 2 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 1,777,777.90 101.4823% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20031205045 COUNTIES : JEFFERSON LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 07003 |( ) |WALKER PATTON COMPANY, INC. |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201B001 7.000 ACRE| 27908.00000 195356.00| 3500.00000 24500.00| Selective Clearing | | | 0020 206D005 2205.000 LF | 7.50000 16537.50| 3.50000 7717.50| Removing Gutter | | | 0030 209A000 87.000 EACH| 250.00000 21750.00| 270.00000 23490.00| Mailbox Reset, Single | | | 0040 210A000 3591.000 CUYD| 27.00000 96957.00| 30.00000 107730.00| Unclassified Excavation | | | 0050 301A012 940.000 SQYD| 8.00000 7520.00| 42.00000 39480.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0060 424A344 627.000 TON | 63.00000 39501.00| 70.00000 43890.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 529A010 396.000 SQFT| 87.01000 34455.96| 60.00000 23760.00| Retaining Wall | | | 0080 600A000 LUMP| 124230.00000 124230.00| 140000.00000 140000.00| Mobilization | | | 0090 606A000 90.000 LF | 12.00000 1080.00| 10.00000 900.00| 6" Underdrain Pipe | | | 0100 613A000 243.000 CUYD| 403.93000 98154.99| 370.00000 89910.00| Brick Masonry | | | 0110 613D000 535.000 LF | 25.40000 13589.00| 20.00000 10700.00| Brick Curb | | | 0120 618A000 24007.000 SQYD| 29.65000 711807.55| 31.40000 753819.80| Concrete Sidewalk, 4" Thick | | | 0130 618B003 25.000 SQYD| 40.00000 1000.00| 130.00000 3250.00| Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0140 623C000 8458.000 LF | 10.25000 86694.50| 12.00000 101496.00| Combination Curb & Gutter, Type C | | | 0150 643A000 114.000 EACH| 275.00000 31350.00| 550.00000 62700.00| Water Meters Reset | | | 0160 654A005 22352.000 SQYD| 5.75000 128524.00| 5.80000 129641.60| Solid Sodding (Emerald Zoysia) | | | 0170 654A007 1141.000 SQYD| 4.00000 4564.00| 4.00000 4564.00| Solid Sodding (Tifway 419 Hybrid | | | Bermuda, Cynadon Hybrid 'Tifway 419') | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20031205045 COUNTIES : JEFFERSON LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 07003 |( ) |WALKER PATTON COMPANY, INC. |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 660C046 8.000 EACH| 150.00000 1200.00| 220.00000 1760.00| Shrubs, Ilex Latifolia (Lusterleaf | | | Holly) | | | 0190 660C090 100.000 EACH| 4.00000 400.00| 70.00000 7000.00| Shrubs, Ophiopogon Japonicus (Mondo | | | Grass) | | | 0200 660D152 6.000 EACH| 350.00000 2100.00| 229.00000 1374.00| Trees, Lagerstroemia Indica X Fauriei | | | 'Natchez' (Natchez Crapemyrtle) | | | 0210 665F000 505.000 EACH| 5.00000 2525.00| 7.00000 3535.00| Hay Bales | | | 0220 665J000 3775.000 LF | 3.00000 11325.00| 8.80000 33220.00| Silt Fence, Type A | | | 0230 680A000 LUMP| 23000.00000 23000.00| 49930.00000 49930.00| Engineering Controls | | | 0240 703A002 8204.000 SQFT| 2.00000 16408.00| 2.50000 20510.00| Traffic Control Markings, Class 2, Type | | | A | | | 0250 710A125 72.000 SQFT| 16.00000 1152.00| 15.00000 1080.00| Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0260 710B001 80.000 LF | 7.00000 560.00| 15.00000 1200.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0270 740B000 112.000 SQFT| 10.00000 1120.00| 10.00000 1120.00| Construction Signs | | | 0280 740E000 25.000 EACH| 50.00000 1250.00| 21.00000 525.00| Cones (36 Inches High) | | | 0290 740G000 5.000 EACH| 450.00000 2250.00| 250.00000 1250.00| Barricades, Type I, (Portable, 24 | | | Inches Wide) | | | 0300 740I005 5.000 EACH| 450.00000 2250.00| 300.00000 1500.00| Warning Lights, Type B (Detachable Head | | | 0310 740M001 25.000 EACH| 8.00000 200.00| 8.00000 200.00| Ballast For Cone | | | 0320 740Q000 500.000 LF | 2.00000 1000.00| 4.25000 2125.00| Construction Safety Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 045 -4 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20031205045 COUNTIES : JEFFERSON LETTING DATE : 12/05/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 07003 |( ) |WALKER PATTON COMPANY, INC. |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 750Z010 LUMP| 72000.00000 72000.00| 83900.00000 83900.00| Roadway Lighting System | | | SECTION TOTALS | $ 1,751,811.50| $ 1,777,777.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,751,811.50| $ 1,777,777.90| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20031205046 COUNTIES : HALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 CONTRACT TIME : 170 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : MG-357(10) for constructing the Additional Lane on S.R.#69 from MP 118.762 south of Harper Hill to MP 120.067. Length - 1.324 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03104 CARCEL & G. CONSTRUCTION, LLC $ 1,000,000.00 100.0000% 2 16048 WALKER PATTON COMPANY, INC. $ 1,129,000.49 112.9000% 3 18024 RACON, INC. $ 1,239,920.85 123.9921% 4 20050 TOMLIN CONSTRUCTION, LLC $ 1,314,398.10 131.4398% 5 20023 TEN-T CORPORATION $ 1,330,922.16 133.0922% 6 01087 APAC-SOUTHEAST, INC. $ 1,374,647.82 137.4648% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20031205046 COUNTIES : HALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 16048 |( 3 ) 18024 |CARCEL & G. CONSTRUCTION, L |WALKER PATTON COMPANY, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A001 LUMP| 37500.00000 37500.00| 30000.00000 30000.00| 45000.00000 45000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 15 Acres) | | | 0020 206D001 878.000 LF | 3.00000 2634.00| 1.75000 1536.50| 1.39000 1220.42 Removing Guardrail | | | 0030 209A002 2.000 EACH| 175.00000 350.00| 165.00000 330.00| 200.00000 400.00 Mailbox Reset, Multiple | | | 0040 210A000 54527.000 CUYD| 2.50000 136317.50| 3.65000 199023.55| 5.10000 278087.70 Unclassified Excavation | | | 0050 214A000 355.000 CUYD| 6.00000 2130.00| 9.00000 3195.00| 7.18000 2548.90 Structure Excavation | | | 0060 214B000 73.000 CUYD| 20.00000 1460.00| 29.00000 2117.00| 22.12000 1614.76 Foundation Backfill, Local | | | 0070 230A000 70.000 RBST| 130.00000 9100.00| 250.00000 17500.00| 310.00000 21700.00 Roadbed Processing | | | 0080 301A012 12270.000 SQYD| 4.75000 58282.50| 4.75000 58282.50| 5.34000 65521.80 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 305B060 50.000 TON | 30.00000 1500.00| 17.00000 850.00| 26.00000 1300.00 Crushed Aggregate, Section 825, 1" Down | | | For Miscellaneous Use | | | 0100 401A000 12270.000 SQYD| 0.41000 5030.70| 0.41000 5030.70| 0.48000 5889.60 Bituminous Treatment A | | | 0110 405A000 1631.000 GAL | 1.10000 1794.10| 1.10000 1794.10| 1.17000 1908.27 Tack Coat | | | 0120 424A361 2867.000 TON | 39.35000 112816.45| 39.35000 112816.45| 41.73000 119639.91 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424A364 50.000 TON | 30.00000 1500.00| 30.00000 1500.00| 31.82000 1591.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424A367 50.000 TON | 39.35000 1967.50| 39.35000 1967.50| 41.73000 2086.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20031205046 COUNTIES : HALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 16048 |( 3 ) 18024 |CARCEL & G. CONSTRUCTION, L |WALKER PATTON COMPANY, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424A370 50.000 TON | 60.00000 3000.00| 60.00000 3000.00| 63.63000 3181.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B651 2393.000 TON | 34.16000 81744.88| 34.16000 81744.88| 36.23000 86698.39 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 424B655 50.000 TON | 30.00000 1500.00| 30.00000 1500.00| 31.82000 1591.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B659 50.000 TON | 34.16000 1708.00| 34.16000 1708.00| 36.23000 1811.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424B662 50.000 TON | 44.00000 2200.00| 44.00000 2200.00| 46.66000 2333.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B681 1789.000 TON | 33.43000 59806.27| 33.43000 59806.27| 35.45000 63420.05 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 424B692 50.000 TON | 30.00000 1500.00| 30.00000 1500.00| 31.82000 1591.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424C360 1814.000 TON | 33.43000 60642.02| 33.43000 60642.02| 35.45000 64306.30 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0230 424C370 50.000 TON | 30.00000 1500.00| 30.00000 1500.00| 31.82000 1591.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0240 428B000 13986.000 LF | 0.12000 1678.32| 0.12000 1678.32| 0.13000 1818.18 Scoring Bituminous Pavement Surface By | | | Rolling | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 046 -4 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20031205046 COUNTIES : HALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 16048 |( 3 ) 18024 |CARCEL & G. CONSTRUCTION, L |WALKER PATTON COMPANY, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 530A001 20.000 LF | 32.00000 640.00| 24.00000 480.00| 44.35000 887.00 18" Roadway Pipe (Class 3 R.C.) | | | 0260 530A003 48.000 LF | 35.00000 1680.00| 50.00000 2400.00| 41.44000 1989.12 30" Roadway Pipe (Class 3 R.C.) | | | 0270 530A005 28.000 LF | 56.00000 1568.00| 72.00000 2016.00| 96.42000 2699.76 42" Roadway Pipe (Class 3 R.C.) | | | 0280 530A101 198.000 LF | 32.00000 6336.00| 52.00000 10296.00| 38.90000 7702.20 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0290 530A102 58.000 LF | 30.00000 1740.00| 52.00000 3016.00| 39.89000 2313.62 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0300 530A103 60.000 LF | 35.00000 2100.00| 66.00000 3960.00| 46.63000 2797.80 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0310 530B017 50.000 LF | 85.00000 4250.00| 103.00000 5150.00| 105.45000 5272.50 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0320 535A002 32.000 LF | 26.00000 832.00| 18.00000 576.00| 30.48000 975.36 24" Side Drain Pipe | | | 0330 600A000 LUMP| 41218.81000 41218.81| 89285.00000 89285.00| 59139.67000 59139.67 Mobilization | | | 0340 601A000 1.000 EACH| 8000.00000 8000.00| 11500.00000 11500.00| 3800.00000 3800.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0350 602A000 23.000 EACH| 200.00000 4600.00| 100.00000 2300.00| 91.32000 2100.36 Right Of Way Markers | | | 0360 602C000 24.000 EACH| 100.00000 2400.00| 100.00000 2400.00| 106.46000 2555.04 Permanent Easement Marker | | | 0370 606A000 500.000 LF | 5.00000 2500.00| 9.50000 4750.00| 9.30000 4650.00 6" Underdrain Pipe | | | 0380 610C001 1221.000 TON | 23.00000 28083.00| 28.00000 34188.00| 21.54000 26300.34 Loose Riprap, Class 2 | | | 0390 610D000 935.000 SQYD| 2.00000 1870.00| 2.50000 2337.50| 2.60000 2431.00 Filter Blanket | | | 0400 619A002 9.000 EACH| 550.00000 4950.00| 425.00000 3825.00| 520.00000 4680.00 18" Roadway Pipe End Treatment, Class 1 | | | 0410 619A003 2.000 EACH| 600.00000 1200.00| 500.00000 1000.00| 605.00000 1210.00 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 046 -5 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20031205046 COUNTIES : HALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 16048 |( 3 ) 18024 |CARCEL & G. CONSTRUCTION, L |WALKER PATTON COMPANY, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 619A004 3.000 EACH| 700.00000 2100.00| 725.00000 2175.00| 765.00000 2295.00 30" Roadway Pipe End Treatment, Class 1 | | | 0430 619A056 2.000 EACH| 1200.00000 2400.00| 1075.00000 2150.00| 1960.00000 3920.00 42" Roadway Pipe End Treatment, Class 2 | | | 0440 619A102 2.000 EACH| 600.00000 1200.00| 500.00000 1000.00| 605.00000 1210.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0450 619B021 2.000 EACH| 800.00000 1600.00| 1350.00000 2700.00| 1110.00000 2220.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0460 620A000 4.000 CUYD| 200.00000 800.00| 700.00000 2800.00| 1055.00000 4220.00 Minor Structure Concrete | | | 0470 621A000 1.000 EACH| 1500.00000 1500.00| 1800.00000 1800.00| 2045.00000 2045.00 Junction Boxes, Type 1, 1P Or 5 | | | 0480 621A013 2.000 EACH| 3000.00000 6000.00| 1800.00000 3600.00| 3630.00000 7260.00 Junction Boxes, Type Special | | | 0490 621A016 1.000 EACH| 1500.00000 1500.00| 2150.00000 2150.00| 3030.00000 3030.00 Junction Boxes, Type 4, 1P Or 5 | | | 0500 621C129 1.000 EACH| 1500.00000 1500.00| 1800.00000 1800.00| 2480.00000 2480.00 Inlets, Type C (Partial) | | | 0510 630A001 1800.000 LF | 13.50000 24300.00| 10.20000 18360.00| 11.31000 20358.00 Steel Beam Guardrail, Class A, Type 2 | | | 0520 630C070 12.000 EACH| 1250.00000 15000.00| 1100.00000 13200.00| 1220.08000 14640.96 Guardrail End Anchor, Type 10 Series | | | 0530 637A000 414.000 LF | 3.00000 1242.00| 5.00000 2070.00| 6.50000 2691.00 Fence Reset | | | 0540 641A085 3700.000 LF | 3.45000 12765.00| 7.00000 25900.00| 7.82000 28934.00 3 Inch P.V.C. Water Pipe Laid | | | 0550 641C003 2.000 EACH| 400.00000 800.00| 225.00000 450.00| 1897.25000 3794.50 3 Inch Gate Valves With Box | | | 0560 649A006 40.000 LF | 90.00000 3600.00| 85.00000 3400.00| 95.74000 3829.60 10 Inch Encasement Pipe, Type 1 | | | Installation | | | 0570 649A053 50.000 LF | 55.00000 2750.00| 85.00000 4250.00| 78.23000 3911.50 5 Inch Encasement Pipe, Type 1 | | | Installation | | | 0580 650A000 6085.000 CUYD| 4.00000 24340.00| 1.00000 6085.00| 6.14000 37361.90 Topsoil | | | 0590 651B000 24.000 TON | 40.00000 960.00| 40.00000 960.00| 44.36000 1064.64 Agricultural Limestone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 046 -6 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20031205046 COUNTIES : HALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 16048 |( 3 ) 18024 |CARCEL & G. CONSTRUCTION, L |WALKER PATTON COMPANY, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 651C000 10.000 TON | 250.00000 2500.00| 250.00000 2500.00| 277.28000 2772.80 8-8-8 Commercial Fertilizer | | | 0610 652A054 4.000 ACRE| 500.00000 2000.00| 500.00000 2000.00| 555.00000 2220.00 Seeding (Mix 2A) | | | 0620 652A056 4.000 ACRE| 500.00000 2000.00| 500.00000 2000.00| 555.00000 2220.00 Seeding (Mix 2E) | | | 0630 652B053 4.000 ACRE| 300.00000 1200.00| 300.00000 1200.00| 332.74000 1330.96 Temporary Seeding (Mix 2AT) | | | 0640 652D054 4.000 ACRE| 500.00000 2000.00| 500.00000 2000.00| 555.00000 2220.00 Seeding In Stubble (Mix 2A) | | | 0650 654A001 400.000 SQYD| 5.00000 2000.00| 5.00000 2000.00| 5.55000 2220.00 Solid Sodding (Bermuda) | | | 0660 656A000 6.000 ACRE| 450.00000 2700.00| 450.00000 2700.00| 499.10000 2994.60 Mulching, Class A, Type 1 | | | 0670 656A001 6.000 ACRE| 450.00000 2700.00| 450.00000 2700.00| 499.10000 2994.60 Mulching, Class A, Type 2 | | | 0680 659A010 1000.000 SQYD| 1.50000 1500.00| 1.50000 1500.00| 1.66000 1660.00 Erosion Control Netting, Class A (Jute | | | Netting) | | | 0690 665F000 500.000 EACH| 5.00000 2500.00| 5.00000 2500.00| 5.00000 2500.00 Hay Bales | | | 0700 665G000 100.000 EACH| 2.00000 200.00| 3.50000 350.00| 2.50000 250.00 Sand Bags | | | 0710 665I000 1000.000 TON | 22.00000 22000.00| 32.00000 32000.00| 23.72000 23720.00 Temporary Riprap, Class 2 | | | 0720 665J000 14196.000 LF | 3.00000 42588.00| 3.00000 42588.00| 2.60000 36909.60 Silt Fence, Type A | | | 0730 665K000 120.000 CUYD| 12.00000 1440.00| 15.00000 1800.00| 7.65000 918.00 Drainage Sump Excavation | | | 0740 666A001 12.000 ACRE| 35.00000 420.00| 35.00000 420.00| 38.82000 465.84 Pest Control Treatment | | | 0750 680A000 LUMP| 30000.00000 30000.00| 32000.00000 32000.00| 24122.00000 24122.00 Engineering Controls | | | 0760 701A028 3.000 MILE| 1475.00000 4425.00| 1475.00000 4425.00| 1636.01000 4908.03 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0770 701A041 2.000 MILE| 950.00000 1900.00| 950.00000 1900.00| 1053.70000 2107.40 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 046 -7 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20031205046 COUNTIES : HALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 16048 |( 3 ) 18024 |CARCEL & G. CONSTRUCTION, L |WALKER PATTON COMPANY, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 701A046 1.000 MILE| 950.00000 950.00| 950.00000 950.00| 1053.70000 1053.70 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0790 701A048 3.000 MILE| 1685.00000 5055.00| 1685.00000 5055.00| 1868.94000 5606.82 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0800 701B009 712.000 LF | 0.85000 605.20| 0.85000 605.20| 0.94000 669.28 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0810 701C000 2.000 MILE| 420.00000 840.00| 420.00000 840.00| 465.85000 931.70 Broken Temporary Traffic Stripe | | | 0820 701C001 21.000 MILE| 490.00000 10290.00| 490.00000 10290.00| 543.49000 11413.29 Solid Temporary Traffic Stripe | | | 0830 701D007 6.000 MILE| 1500.00000 9000.00| 1500.00000 9000.00| 1663.74000 9982.44 Solid Traffic Stripe Removed (Paint) | | | 0840 701D008 4.000 MILE| 1700.00000 6800.00| 1700.00000 6800.00| 1885.58000 7542.32 Solid Traffic Stripe Removed (Plastic) | | | 0850 703A002 72.000 SQFT| 3.00000 216.00| 3.00000 216.00| 3.33000 239.76 Traffic Control Markings, Class 2, Type | | | A | | | 0860 703D001 72.000 SQFT| 1.50000 108.00| 1.50000 108.00| 1.66000 119.52 Temporary Traffic Control Markings | | | 0870 705A011 340.000 EACH| 5.50000 1870.00| 5.50000 1870.00| 6.10000 2074.00 Pavement Markers, Class C, Type 1-A | | | 0880 705A023 170.000 EACH| 5.50000 935.00| 5.50000 935.00| 6.10000 1037.00 Pavement Markers, Class C, Type 2-D | | | 0890 705A031 74.000 EACH| 5.50000 407.00| 5.50000 407.00| 6.10000 451.40 Pavement Markers, Class A-H, Type 1-A | | | 0900 705A032 24.000 EACH| 5.50000 132.00| 5.50000 132.00| 6.10000 146.40 Pavement Markers, Class A-H, Type 1-B | | | 0910 705A037 301.000 EACH| 5.50000 1655.50| 5.50000 1655.50| 6.10000 1836.10 Pavement Markers, Class A-H, Type 2-D | | | 0920 709A001 2.000 EACH| 100.00000 200.00| 100.00000 200.00| 93.40000 186.80 Milepost, Type B | | | 0930 710A115 120.000 SQFT| 16.00000 1920.00| 13.95000 1674.00| 18.68000 2241.60 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0940 710B001 187.000 LF | 4.75000 888.25| 5.50000 1028.50| 5.55000 1037.85 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 046 -8 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20031205046 COUNTIES : HALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 16048 |( 3 ) 18024 |CARCEL & G. CONSTRUCTION, L |WALKER PATTON COMPANY, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0950 710C000 LUMP| 200.00000 200.00| 1100.00000 1100.00| 467.02000 467.02 Removal Of Existing Roadway Signs | | | 0960 740B000 767.000 SQFT| 8.00000 6136.00| 7.00000 5369.00| 8.17000 6266.39 Construction Signs | | | 0970 740D000 200.000 EACH| 54.00000 10800.00| 55.00000 11000.00| 58.38000 11676.00 Channelizing Drums | | | 0980 740E000 40.000 EACH| 9.80000 392.00| 10.00000 400.00| 2.00000 80.00 Cones (36 Inches High) | | | 0990 740F002 6.000 EACH| 160.00000 960.00| 150.00000 900.00| 204.32000 1225.92 Barricades, Type III | | | 1000 740I005 3.000 EACH| 420.00000 1260.00| 350.00000 1050.00| 467.02000 1401.06 Warning Lights, Type B (Detachable Head | | | 1010 740M001 40.000 EACH| 8.00000 320.00| 7.00000 280.00| 2.00000 80.00 Ballast For Cone | | | 1020 740O000 1.000 EACH| 8000.00000 8000.00| 5000.00000 5000.00| 2000.00000 2000.00 Pilot Car | | | SECTION TOTALS | $ 1,000,000.00| $ 1,129,000.49| $ 1,239,920.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,000,000.00| $ 1,129,000.49| $ 1,239,920.85 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 046 -9 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20031205046 COUNTIES : HALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 20023 |( 6 ) 01087 |TOMLIN CONSTRUCTION, LLC |TEN-T CORPORATION |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A001 LUMP| 45000.00000 45000.00| 45000.00000 45000.00| 33672.03000 33672.03 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 15 Acres) | | | 0020 206D001 878.000 LF | 2.00000 1756.00| 3.00000 2634.00| 1.31000 1150.18 Removing Guardrail | | | 0030 209A002 2.000 EACH| 150.00000 300.00| 10.00000 20.00| 132.97000 265.94 Mailbox Reset, Multiple | | | 0040 210A000 54527.000 CUYD| 4.50000 245371.50| 3.75000 204476.25| 6.12000 333705.24 Unclassified Excavation | | | 0050 214A000 355.000 CUYD| 5.00000 1775.00| 9.50000 3372.50| 9.53000 3383.15 Structure Excavation | | | 0060 214B000 73.000 CUYD| 30.00000 2190.00| 10.00000 730.00| 17.48000 1276.04 Foundation Backfill, Local | | | 0070 230A000 70.000 RBST| 350.00000 24500.00| 135.00000 9450.00| 297.42000 20819.40 Roadbed Processing | | | 0080 301A012 12270.000 SQYD| 4.75000 58282.50| 7.50000 92025.00| 6.53000 80123.10 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 305B060 50.000 TON | 25.00000 1250.00| 29.00000 1450.00| 20.40000 1020.00 Crushed Aggregate, Section 825, 1" Down | | | For Miscellaneous Use | | | 0100 401A000 12270.000 SQYD| 0.45000 5521.50| 0.50000 6135.00| 0.58000 7116.60 Bituminous Treatment A | | | 0110 405A000 1631.000 GAL | 1.10000 1794.10| 1.20000 1957.20| 1.23000 2006.13 Tack Coat | | | 0120 424A361 2867.000 TON | 43.00000 123281.00| 40.00000 114680.00| 45.86000 131480.62 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424A364 50.000 TON | 40.00000 2000.00| 31.00000 1550.00| 56.27000 2813.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424A367 50.000 TON | 50.00000 2500.00| 40.50000 2025.00| 46.43000 2321.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 046 -10 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20031205046 COUNTIES : HALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 20023 |( 6 ) 01087 |TOMLIN CONSTRUCTION, LLC |TEN-T CORPORATION |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424A370 50.000 TON | 60.00000 3000.00| 61.25000 3062.50| 54.06000 2703.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B651 2393.000 TON | 39.00000 93327.00| 35.50000 84951.50| 43.84000 104909.12 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 424B655 50.000 TON | 50.00000 2500.00| 31.00000 1550.00| 64.49000 3224.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B659 50.000 TON | 50.00000 2500.00| 35.00000 1750.00| 41.20000 2060.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424B662 50.000 TON | 50.00000 2500.00| 45.00000 2250.00| 46.89000 2344.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B681 1789.000 TON | 39.00000 69771.00| 34.50000 61720.50| 37.84000 67695.76 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 424B692 50.000 TON | 50.00000 2500.00| 31.50000 1575.00| 41.23000 2061.50 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424C360 1814.000 TON | 38.00000 68932.00| 34.00000 61676.00| 39.62000 71870.68 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0230 424C370 50.000 TON | 50.00000 2500.00| 31.00000 1550.00| 41.23000 2061.50 Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0240 428B000 13986.000 LF | 0.25000 3496.50| 0.15000 2097.90| 0.42000 5874.12 Scoring Bituminous Pavement Surface By | | | Rolling | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 046 -11 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20031205046 COUNTIES : HALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 20023 |( 6 ) 01087 |TOMLIN CONSTRUCTION, LLC |TEN-T CORPORATION |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 530A001 20.000 LF | 100.00000 2000.00| 24.50000 490.00| 27.41000 548.20 18" Roadway Pipe (Class 3 R.C.) | | | 0260 530A003 48.000 LF | 100.00000 4800.00| 29.50000 1416.00| 47.72000 2290.56 30" Roadway Pipe (Class 3 R.C.) | | | 0270 530A005 28.000 LF | 100.00000 2800.00| 49.50000 1386.00| 76.20000 2133.60 42" Roadway Pipe (Class 3 R.C.) | | | 0280 530A101 198.000 LF | 35.00000 6930.00| 26.50000 5247.00| 32.76000 6486.48 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0290 530A102 58.000 LF | 50.00000 2900.00| 29.50000 1711.00| 39.03000 2263.74 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0300 530A103 60.000 LF | 60.00000 3600.00| 39.00000 2340.00| 50.90000 3054.00 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0310 530B017 50.000 LF | 125.00000 6250.00| 75.00000 3750.00| 106.71000 5335.50 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0320 535A002 32.000 LF | 30.00000 960.00| 23.50000 752.00| 27.82000 890.24 24" Side Drain Pipe | | | 0330 600A000 LUMP| 50000.00000 50000.00| 25000.00000 25000.00| 15462.54000 15462.54 Mobilization | | | 0340 601A000 1.000 EACH| 10000.00000 10000.00| 8500.00000 8500.00| 14772.19000 14772.19 Furnishing Base, Soil And Structure | | | Laboratories | | | 0350 602A000 23.000 EACH| 125.00000 2875.00| 65.00000 1495.00| 183.29000 4215.67 Right Of Way Markers | | | 0360 602C000 24.000 EACH| 125.00000 3000.00| 75.00000 1800.00| 193.23000 4637.52 Permanent Easement Marker | | | 0370 606A000 500.000 LF | 15.00000 7500.00| 8.75000 4375.00| 8.81000 4405.00 6" Underdrain Pipe | | | 0380 610C001 1221.000 TON | 28.00000 34188.00| 28.50000 34798.50| 21.17000 25848.57 Loose Riprap, Class 2 | | | 0390 610D000 935.000 SQYD| 2.00000 1870.00| 2.95000 2758.25| 5.08000 4749.80 Filter Blanket | | | 0400 619A002 9.000 EACH| 650.00000 5850.00| 450.00000 4050.00| 682.50000 6142.50 18" Roadway Pipe End Treatment, Class 1 | | | 0410 619A003 2.000 EACH| 700.00000 1400.00| 650.00000 1300.00| 787.50000 1575.00 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 046 -12 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20031205046 COUNTIES : HALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 20023 |( 6 ) 01087 |TOMLIN CONSTRUCTION, LLC |TEN-T CORPORATION |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 619A004 3.000 EACH| 900.00000 2700.00| 785.00000 2355.00| 1050.00000 3150.00 30" Roadway Pipe End Treatment, Class 1 | | | 0430 619A056 2.000 EACH| 2000.00000 4000.00| 1750.00000 3500.00| 1575.00000 3150.00 42" Roadway Pipe End Treatment, Class 2 | | | 0440 619A102 2.000 EACH| 700.00000 1400.00| 450.00000 900.00| 682.50000 1365.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0450 619B021 2.000 EACH| 2500.00000 5000.00| 1650.00000 3300.00| 2625.00000 5250.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0460 620A000 4.000 CUYD| 1500.00000 6000.00| 550.00000 2200.00| 682.50000 2730.00 Minor Structure Concrete | | | 0470 621A000 1.000 EACH| 4000.00000 4000.00| 2800.00000 2800.00| 2625.00000 2625.00 Junction Boxes, Type 1, 1P Or 5 | | | 0480 621A013 2.000 EACH| 4500.00000 9000.00| 4000.00000 8000.00| 3675.00000 7350.00 Junction Boxes, Type Special | | | 0490 621A016 1.000 EACH| 4000.00000 4000.00| 3500.00000 3500.00| 4725.00000 4725.00 Junction Boxes, Type 4, 1P Or 5 | | | 0500 621C129 1.000 EACH| 4000.00000 4000.00| 1200.00000 1200.00| 2100.00000 2100.00 Inlets, Type C (Partial) | | | 0510 630A001 1800.000 LF | 13.00000 23400.00| 11.50000 20700.00| 10.71000 19278.00 Steel Beam Guardrail, Class A, Type 2 | | | 0520 630C070 12.000 EACH| 1300.00000 15600.00| 1250.00000 15000.00| 1155.00000 13860.00 Guardrail End Anchor, Type 10 Series | | | 0530 637A000 414.000 LF | 5.50000 2277.00| 7.00000 2898.00| 3.91000 1618.74 Fence Reset | | | 0540 641A085 3700.000 LF | 7.00000 25900.00| 8.50000 31450.00| 6.30000 23310.00 3 Inch P.V.C. Water Pipe Laid | | | 0550 641C003 2.000 EACH| 3000.00000 6000.00| 250.00000 500.00| 472.50000 945.00 3 Inch Gate Valves With Box | | | 0560 649A006 40.000 LF | 75.00000 3000.00| 15.00000 600.00| 78.75000 3150.00 10 Inch Encasement Pipe, Type 1 | | | Installation | | | 0570 649A053 50.000 LF | 60.00000 3000.00| 10.00000 500.00| 42.00000 2100.00 5 Inch Encasement Pipe, Type 1 | | | Installation | | | 0580 650A000 6085.000 CUYD| 5.00000 30425.00| 8.50000 51722.50| 8.30000 50505.50 Topsoil | | | 0590 651B000 24.000 TON | 100.00000 2400.00| 20.00000 480.00| 42.00000 1008.00 Agricultural Limestone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 046 -13 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20031205046 COUNTIES : HALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 20023 |( 6 ) 01087 |TOMLIN CONSTRUCTION, LLC |TEN-T CORPORATION |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 651C000 10.000 TON | 400.00000 4000.00| 300.00000 3000.00| 262.50000 2625.00 8-8-8 Commercial Fertilizer | | | 0610 652A054 4.000 ACRE| 900.00000 3600.00| 475.00000 1900.00| 525.00000 2100.00 Seeding (Mix 2A) | | | 0620 652A056 4.000 ACRE| 900.00000 3600.00| 475.00000 1900.00| 525.00000 2100.00 Seeding (Mix 2E) | | | 0630 652B053 4.000 ACRE| 400.00000 1600.00| 350.00000 1400.00| 315.00000 1260.00 Temporary Seeding (Mix 2AT) | | | 0640 652D054 4.000 ACRE| 600.00000 2400.00| 400.00000 1600.00| 525.00000 2100.00 Seeding In Stubble (Mix 2A) | | | 0650 654A001 400.000 SQYD| 5.00000 2000.00| 350.00000 140000.00| 5.25000 2100.00 Solid Sodding (Bermuda) | | | 0660 656A000 6.000 ACRE| 600.00000 3600.00| 475.00000 2850.00| 472.50000 2835.00 Mulching, Class A, Type 1 | | | 0670 656A001 6.000 ACRE| 600.00000 3600.00| 500.00000 3000.00| 472.50000 2835.00 Mulching, Class A, Type 2 | | | 0680 659A010 1000.000 SQYD| 2.50000 2500.00| 3.25000 3250.00| 1.58000 1580.00 Erosion Control Netting, Class A (Jute | | | Netting) | | | 0690 665F000 500.000 EACH| 8.00000 4000.00| 6.00000 3000.00| 13.37000 6685.00 Hay Bales | | | 0700 665G000 100.000 EACH| 15.00000 1500.00| 4.50000 450.00| 12.00000 1200.00 Sand Bags | | | 0710 665I000 1000.000 TON | 30.00000 30000.00| 25.50000 25500.00| 22.53000 22530.00 Temporary Riprap, Class 2 | | | 0720 665J000 14196.000 LF | 3.00000 42588.00| 5.00000 70980.00| 3.76000 53376.96 Silt Fence, Type A | | | 0730 665K000 120.000 CUYD| 10.00000 1200.00| 7.00000 840.00| 9.69000 1162.80 Drainage Sump Excavation | | | 0740 666A001 12.000 ACRE| 25.00000 300.00| 200.00000 2400.00| 36.75000 441.00 Pest Control Treatment | | | 0750 680A000 LUMP| 40000.00000 40000.00| 15000.00000 15000.00| 26250.00000 26250.00 Engineering Controls | | | 0760 701A028 3.000 MILE| 900.00000 2700.00| 1500.00000 4500.00| 1548.75000 4646.25 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0770 701A041 2.000 MILE| 1700.00000 3400.00| 1000.00000 2000.00| 997.50000 1995.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 046 -14 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20031205046 COUNTIES : HALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 20023 |( 6 ) 01087 |TOMLIN CONSTRUCTION, LLC |TEN-T CORPORATION |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 701A046 1.000 MILE| 1100.00000 1100.00| 1000.00000 1000.00| 997.50000 997.50 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0790 701A048 3.000 MILE| 1800.00000 5400.00| 1750.00000 5250.00| 1769.25000 5307.75 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0800 701B009 712.000 LF | 1.50000 1068.00| 1.00000 712.00| 0.89000 633.68 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0810 701C000 2.000 MILE| 500.00000 1000.00| 500.00000 1000.00| 441.00000 882.00 Broken Temporary Traffic Stripe | | | 0820 701C001 21.000 MILE| 600.00000 12600.00| 525.00000 11025.00| 514.50000 10804.50 Solid Temporary Traffic Stripe | | | 0830 701D007 6.000 MILE| 1700.00000 10200.00| 1600.00000 9600.00| 1575.00000 9450.00 Solid Traffic Stripe Removed (Paint) | | | 0840 701D008 4.000 MILE| 1900.00000 7600.00| 1775.00000 7100.00| 1785.00000 7140.00 Solid Traffic Stripe Removed (Plastic) | | | 0850 703A002 72.000 SQFT| 4.00000 288.00| 3.50000 252.00| 3.15000 226.80 Traffic Control Markings, Class 2, Type | | | A | | | 0860 703D001 72.000 SQFT| 2.75000 198.00| 1.98000 142.56| 1.58000 113.76 Temporary Traffic Control Markings | | | 0870 705A011 340.000 EACH| 7.00000 2380.00| 5.75000 1955.00| 5.78000 1965.20 Pavement Markers, Class C, Type 1-A | | | 0880 705A023 170.000 EACH| 7.00000 1190.00| 5.75000 977.50| 5.78000 982.60 Pavement Markers, Class C, Type 2-D | | | 0890 705A031 74.000 EACH| 7.00000 518.00| 5.75000 425.50| 5.78000 427.72 Pavement Markers, Class A-H, Type 1-A | | | 0900 705A032 24.000 EACH| 7.00000 168.00| 6.00000 144.00| 5.78000 138.72 Pavement Markers, Class A-H, Type 1-B | | | 0910 705A037 301.000 EACH| 7.00000 2107.00| 6.00000 1806.00| 5.78000 1739.78 Pavement Markers, Class A-H, Type 2-D | | | 0920 709A001 2.000 EACH| 150.00000 300.00| 25.00000 50.00| 105.00000 210.00 Milepost, Type B | | | 0930 710A115 120.000 SQFT| 17.00000 2040.00| 12.50000 1500.00| 17.64000 2116.80 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0940 710B001 187.000 LF | 8.00000 1496.00| 25.00000 4675.00| 5.24000 979.88 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 046 -15 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20031205046 COUNTIES : HALE LETTING DATE : 12/05/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 20023 |( 6 ) 01087 |TOMLIN CONSTRUCTION, LLC |TEN-T CORPORATION |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0950 710C000 LUMP| 1400.00000 1400.00| 2500.00000 2500.00| 441.00000 441.00 Removal Of Existing Roadway Signs | | | 0960 740B000 767.000 SQFT| 12.00000 9204.00| 15.00000 11505.00| 8.16000 6258.72 Construction Signs | | | 0970 740D000 200.000 EACH| 65.00000 13000.00| 55.00000 11000.00| 58.43000 11686.00 Channelizing Drums | | | 0980 740E000 40.000 EACH| 12.00000 480.00| 23.50000 940.00| 15.55000 622.00 Cones (36 Inches High) | | | 0990 740F002 6.000 EACH| 250.00000 1500.00| 550.00000 3300.00| 171.15000 1026.90 Barricades, Type III | | | 1000 740I005 3.000 EACH| 200.00000 600.00| 350.00000 1050.00| 463.05000 1389.15 Warning Lights, Type B (Detachable Head | | | 1010 740M001 40.000 EACH| 10.00000 400.00| 12.00000 480.00| 1.30000 52.00 Ballast For Cone | | | 1020 740O000 1.000 EACH| 20000.00000 20000.00| 8500.00000 8500.00| 32243.89000 32243.89 Pilot Car | | | SECTION TOTALS | $ 1,314,398.10| $ 1,330,922.16| $ 1,374,647.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,314,398.10| $ 1,330,922.16| $ 1,374,647.82 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 060 -1 VENDOR RANKING CALL ORDER : 060 CONTRACT ID : 20031205060 COUNTIES : ELMORE LETTING DATE : 12/05/03 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-506-011-013-301 for constructing the Bridge Coating on S.R.#229 over Channahatchee Creek south of Red Hill. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04055 3-D'S BRIDGE PAINTING CORP. $ 58,744.00 100.0000% 2 16052 POSEIDON CONSTRUCTION, INC. $ 66,047.00 112.4319% 3 03047 CARTER'S CONTRACTING SERVICES, INC. $ 77,977.00 132.7404% 4 13084 M.B.E., INC. $ 98,044.80 166.9018% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 060 -2 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20031205060 COUNTIES : ELMORE LETTING DATE : 12/05/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 04055 |( 2 ) 16052 |( 3 ) 03047 |3-D's BRIDGE PAINTING CORP. |POSEIDON CONSTRUCTION, 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 521B000 LUMP| 48550.00000 48550.00| 55599.00000 55599.00| 72279.00000 72279.00 Coating Existing Bridge At Milepost 17. | | | 234 | | | 0020 600A000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 5000.00000 5000.00 Mobilization | | | 0030 740B000 248.000 SQFT| 0.50000 124.00| 1.00000 248.00| 1.00000 248.00 Construction Signs | | | 0040 740E000 100.000 EACH| 0.50000 50.00| 0.50000 50.00| 2.00000 200.00 Cones (36 Inches High) | | | 0050 740M001 100.000 EACH| 0.10000 10.00| 0.50000 50.00| 1.00000 100.00 Ballast For Cone | | | 0060 741C010 1.000 EACH| 10.00000 10.00| 100.00000 100.00| 150.00000 150.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 58,744.00| $ 66,047.00| $ 77,977.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 58,744.00| $ 66,047.00| $ 77,977.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 060 -3 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20031205060 COUNTIES : ELMORE LETTING DATE : 12/05/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13084 |( ) |( ) |M.B.E., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 521B000 LUMP| 87500.00000 87500.00| | Coating Existing Bridge At Milepost 17. | | | 234 | | | 0020 600A000 LUMP| 10000.00000 10000.00| | Mobilization | | | 0030 740B000 248.000 SQFT| 0.10000 24.80| | Construction Signs | | | 0040 740E000 100.000 EACH| 0.10000 10.00| | Cones (36 Inches High) | | | 0050 740M001 100.000 EACH| 0.10000 10.00| | Ballast For Cone | | | 0060 741C010 1.000 EACH| 500.00000 500.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 98,044.80| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 98,044.80| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 061 -1 VENDOR RANKING CALL ORDER : 061 CONTRACT ID : 20031205061 COUNTIES : PIKE LETTING DATE : 12/05/03 10:00 AM DIVISION : 07 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-307-555-053-401 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#53 (U.S.#231) from C.R.#1124/C.R.#7738 to the Montgomery County line. Length 5.460 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,885,453.60 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 2,052,829.88 108.8772% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 061 -2 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20031205061 COUNTIES : PIKE LETTING DATE : 12/05/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 2860.000 CUYD| 2.00000 5720.00| 4.50000 12870.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 212A000 1144.000 STA | 29.50000 33748.00| 22.85000 26140.40| Machine Grading Shoulders | | | 0030 405A000 11438.000 GAL | 0.72000 8235.36| 1.00000 11438.00| Tack Coat | | | 0040 408A053 153777.000 SQYD| 0.43000 66124.11| 0.58000 89190.66| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 424A281 18868.000 TON | 36.40000 686795.20| 38.31000 722833.08| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0060 424A286 500.000 TON | 30.75000 15375.00| 37.64000 18820.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 424B281 18967.000 TON | 31.25000 592718.75| 34.48000 653982.16| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0080 424B293 7907.000 TON | 30.60000 241954.20| 31.00000 245117.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 428C000 104365.000 LF | 0.04000 4174.60| 0.08000 8349.20| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0100 600A000 LUMP| 78000.00000 78000.00| 110000.00000 110000.00| Mobilization | | | 0110 651B000 52.000 TON | 30.00000 1560.00| 30.00000 1560.00| Agricultural Limestone | | | 0120 652A061 26.000 ACRE| 330.00000 8580.00| 330.00000 8580.00| Seeding (Mix 3E) | | | 0130 656A000 26.000 ACRE| 330.00000 8580.00| 330.00000 8580.00| Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 061 -3 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20031205061 COUNTIES : PIKE LETTING DATE : 12/05/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665F000 250.000 EACH| 5.00000 1250.00| 5.00000 1250.00| Hay Bales | | | 0150 665J000 1000.000 LF | 7.00000 7000.00| 2.70000 2700.00| Silt Fence, Type A | | | 0160 680A000 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| Engineering Controls | | | 0170 701A028 12.000 MILE| 1450.00000 17400.00| 1450.00000 17400.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A032 12.000 MILE| 1450.00000 17400.00| 1450.00000 17400.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A041 11.000 MILE| 940.00000 10340.00| 940.00000 10340.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701B009 9500.000 LF | 0.78000 7410.00| 0.78000 7410.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0210 701C000 22.000 MILE| 340.00000 7480.00| 340.00000 7480.00| Broken Temporary Traffic Stripe | | | 0220 701C001 44.000 MILE| 390.00000 17160.00| 390.00000 17160.00| Solid Temporary Traffic Stripe | | | 0230 701D007 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Solid Traffic Stripe Removed (Paint) | | | 0240 701D008 1.000 MILE| 1700.00000 1700.00| 1700.00000 1700.00| Solid Traffic Stripe Removed (Plastic) | | | 0250 701D014 1.000 MILE| 1350.00000 1350.00| 1350.00000 1350.00| Broken Traffic Stripe Removed (Paint) | | | 0260 701D015 1.000 MILE| 1350.00000 1350.00| 1350.00000 1350.00| Broken Traffic Stripe Removed (Plastic) | | | 0270 701G121 768.000 LF | 1.55000 1190.40| 1.55000 1190.40| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0280 701G125 768.000 LF | 3.28000 2519.04| 3.28000 2519.04| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0290 701G129 768.000 LF | 1.58000 1213.44| 1.58000 1213.44| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 061 -4 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20031205061 COUNTIES : PIKE LETTING DATE : 12/05/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 703A002 2215.000 SQFT| 2.25000 4983.75| 2.25000 4983.75| Traffic Control Markings, Class 2, Type | | | A | | | 0310 703B002 337.000 SQFT| 3.25000 1095.25| 3.25000 1095.25| Traffic Control Legends, Class 2, Type | | | 0320 703D001 2215.000 SQFT| 1.30000 2879.50| 1.30000 2879.50| Temporary Traffic Control Markings | | | 0330 705A030 380.000 EACH| 5.00000 1900.00| 5.00000 1900.00| Pavement Markers, Class A-H, Type 2-C | | | 0340 705A031 763.000 EACH| 5.00000 3815.00| 5.00000 3815.00| Pavement Markers, Class A-H, Type 1-A | | | 0350 740B000 1519.000 SQFT| 8.00000 12152.00| 7.00000 10633.00| Construction Signs | | | 0360 740D000 50.000 EACH| 50.00000 2500.00| 20.00000 1000.00| Channelizing Drums | | | 0370 740E000 100.000 EACH| 2.00000 200.00| 14.00000 1400.00| Cones (36 Inches High) | | | 0380 740M001 100.000 EACH| 1.00000 100.00| 9.00000 900.00| Ballast For Cone | | | 0390 741C010 2.000 EACH| 1000.00000 2000.00| 1400.00000 2800.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0400 742A001 2.000 EACH| 2000.00000 4000.00| 3500.00000 7000.00| Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 1,885,453.60| $ 2,052,829.88| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,885,453.60| $ 2,052,829.88| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 062 -1 VENDOR RANKING CALL ORDER : 062 CONTRACT ID : 20031205062 COUNTIES : BALDWIN LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-309-022-003-410 for constructing the Resurfacing and Traffic Stripe on 99-409-022-003-430 S.R.#3 (U.S.#31) from north of Malbis to south of Bay Minette. Length - 11.79 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 1,212,634.10 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 1,219,774.22 100.5888% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 062 -2 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20031205062 COUNTIES : BALDWIN LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 209A000 3.000 EACH| 80.00000 240.00| 104.17000 312.51| Mailbox Reset, Single | | | 0020 210D000 180.000 CUYD| 12.00000 2160.00| 13.27000 2388.60| Borrow Excavation | | | 0030 210D022 500.000 CUYD| 7.50000 3750.00| 7.08000 3540.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0040 405A000 5363.000 GAL | 1.00000 5363.00| 1.21000 6489.23| Tack Coat | | | 0050 424A356 3297.000 TON | 40.00000 131880.00| 46.24000 152453.28| Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0060 424B650 8990.000 TON | 33.00000 296670.00| 40.31000 362386.90| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424B655 25.000 TON | 60.00000 1500.00| 56.04000 1401.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B659 250.000 TON | 37.00000 9250.00| 52.83000 13207.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B662 4928.000 TON | 33.00000 162624.00| 42.25000 208208.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 140000.00000 140000.00| 140208.00000 140208.00| Mobilization | | | 0110 650A000 35000.000 CUYD| 8.60000 301000.00| 5.40000 189000.00| Topsoil | | | 0120 652A061 38.000 ACRE| 465.00000 17670.00| 489.11000 18586.18| Seeding (Mix 3E) | | | 0130 656A000 38.000 ACRE| 425.00000 16150.00| 489.11000 18586.18| Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 062 -3 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20031205062 COUNTIES : BALDWIN LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665F000 3540.000 EACH| 5.00000 17700.00| 5.75000 20355.00| Hay Bales | | | 0150 665J000 5088.000 LF | 3.00000 15264.00| 3.55000 18062.40| Silt Fence, Type A | | | 0160 666A001 20.000 ACRE| 30.00000 600.00| 38.04000 760.80| Pest Control Treatment | | | 0170 680A000 LUMP| 20000.00000 20000.00| 3894.40000 3894.40| Engineering Controls | | | 0180 701A028 10.000 MILE| 1309.18000 13091.80| 1260.80000 12608.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A046 5.000 MILE| 856.00000 4280.00| 934.73000 4673.65| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 4.000 MILE| 1560.95000 6243.80| 1581.44000 6325.76| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701B009 160.000 LF | 0.76000 121.60| 0.82000 131.20| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0220 701C000 9.000 MILE| 322.26000 2900.34| 396.72000 3570.48| Broken Temporary Traffic Stripe | | | 0230 701C001 8.000 MILE| 352.47000 2819.76| 489.11000 3912.88| Solid Temporary Traffic Stripe | | | 0240 703A002 353.000 SQFT| 1.81000 638.93| 2.55000 900.15| Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 102.000 SQFT| 2.52000 257.04| 2.99000 304.98| Traffic Control Legends, Class 2, Type | | | 0260 703D001 705.000 SQFT| 1.01000 712.05| 0.92000 648.60| Temporary Traffic Control Markings | | | 0270 703E001 158.000 SQFT| 1.01000 159.58| 1.58000 249.64| Temporary Traffic Control Legends | | | 0280 705A032 160.000 EACH| 4.83000 772.80| 5.71000 913.60| Pavement Markers, Class A-H, Type 1-B | | | 0290 705A037 380.000 EACH| 4.83000 1835.40| 5.71000 2169.80| Pavement Markers, Class A-H, Type 2-D | | | 0300 740B000 1302.000 SQFT| 15.00000 19530.00| 11.00000 14322.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 062 -4 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20031205062 COUNTIES : BALDWIN LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740D000 75.000 EACH| 30.00000 2250.00| 49.50000 3712.50| Channelizing Drums | | | 0320 740E000 325.000 EACH| 10.00000 3250.00| 6.19000 2011.75| Cones (36 Inches High) | | | 0330 740M001 325.000 EACH| 6.00000 1950.00| 3.09000 1004.25| Ballast For Cone | | | 0340 741C010 2.000 EACH| 5000.00000 10000.00| 1237.50000 2475.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,212,634.10| $ 1,219,774.22| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,212,634.10| $ 1,219,774.22| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 063 -1 VENDOR RANKING CALL ORDER : 063 CONTRACT ID : 20031205063 COUNTIES : ESCAMBIA LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-309-273-003-405 for constructing the Planing, Resurfacing and Traffic Stripe 99-309-273-015-407 at 99-309-273-041-408 various locations as indicated in the plans. Length - 7.643 OTHERS mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 1,039,316.37 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,070,996.07 103.0481% 3 23011 HOSEA O. WEAVER & SONS, INC. $ 1,084,269.62 104.3253% 4 13008 MOBILE ASPHALT COMPANY, LLC $ 1,092,079.64 105.0767% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 063 -2 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20031205063 COUNTIES : ESCAMBIA LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( 3 ) 23011 |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D022 3964.000 CUYD| 6.00000 23784.00| 5.35000 21207.40| 6.16000 24418.24 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0020 405A000 7777.000 GAL | 1.15000 8943.55| 1.80000 13998.60| 1.17000 9099.09 Tack Coat | | | 0030 408A053 3601.000 SQYD| 2.50000 9002.50| 1.40000 5041.40| 1.22000 4393.22 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 408A054 42360.000 SQYD| 1.10000 46596.00| 0.90000 38124.00| 0.84000 35582.40 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0050 424A360 9334.000 TON | 36.55000 341157.70| 38.00000 354692.00| 38.20000 356558.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A363 100.000 TON | 50.00000 5000.00| 80.00000 8000.00| 78.65000 7865.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A366 300.000 TON | 40.00000 12000.00| 55.00000 16500.00| 62.03000 18609.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 5685.000 TON | 34.49000 196075.65| 37.50000 213187.50| 38.12000 216712.20 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 424B659 2875.000 TON | 39.00000 112125.00| 40.00000 115000.00| 41.30000 118737.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 35000.00000 35000.00| 105000.00000 105000.00| 13786.39000 13786.39 Mobilization | | | 0110 650A000 6591.000 CUYD| 8.00000 52728.00| 5.95000 39216.45| 9.51000 62680.41 Topsoil | | | 0120 652A061 15.000 ACRE| 360.00000 5400.00| 465.00000 6975.00| 505.41000 7581.15 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 063 -3 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20031205063 COUNTIES : ESCAMBIA LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( 3 ) 23011 |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 656A000 15.000 ACRE| 320.00000 4800.00| 425.00000 6375.00| 461.93000 6928.95 Mulching, Class A, Type 1 | | | 0140 665F000 2115.000 EACH| 6.75000 14276.25| 4.00000 8460.00| 5.56000 11759.40 Hay Bales | | | 0150 665J000 5187.000 LF | 2.80000 14523.60| 3.25000 16857.75| 4.15000 21526.05 Silt Fence, Type A | | | 0160 680A000 LUMP| 1000.00000 1000.00| 1340.00000 1340.00| 7390.67000 7390.67 Engineering Controls | | | 0170 701A028 16.000 MILE| 1300.00000 20800.00| 1300.00000 20800.00| 1412.97000 22607.52 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A041 2.000 MILE| 850.00000 1700.00| 850.00000 1700.00| 923.87000 1847.74 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A046 5.000 MILE| 850.00000 4250.00| 850.00000 4250.00| 923.87000 4619.35 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 13.000 MILE| 1550.00000 20150.00| 1550.00000 20150.00| 1684.70000 21901.10 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701C000 10.000 MILE| 320.00000 3200.00| 320.00000 3200.00| 347.81000 3478.10 Broken Temporary Traffic Stripe | | | 0220 701C001 25.000 MILE| 350.00000 8750.00| 350.00000 8750.00| 380.42000 9510.50 Solid Temporary Traffic Stripe | | | 0230 701G121 1056.000 LF | 1.43000 1510.08| 1.43000 1510.08| 1.55000 1636.80 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 701G125 1206.000 LF | 3.51000 4233.06| 3.51000 4233.06| 3.82000 4606.92 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701G129 150.000 LF | 4.09000 613.50| 4.09000 613.50| 4.45000 667.50 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701G133 1056.000 LF | 3.73000 3938.88| 3.73000 3938.88| 4.05000 4276.80 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 701H001 2262.000 LF | 0.50000 1131.00| 0.50000 1131.00| 0.54000 1221.48 Solid Traffic Stripe Removed (Plastic) | | | 0280 701H006 1206.000 LF | 0.50000 603.00| 0.50000 603.00| 0.54000 651.24 Broken Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 063 -4 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20031205063 COUNTIES : ESCAMBIA LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( 3 ) 23011 |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 703A002 1693.000 SQFT| 2.00000 3386.00| 2.00000 3386.00| 2.17000 3673.81 Traffic Control Markings, Class 2, Type | | | A | | | 0300 703B002 850.000 SQFT| 2.70000 2295.00| 2.70000 2295.00| 2.93000 2490.50 Traffic Control Legends, Class 2, Type | | | 0310 703D001 336.000 SQFT| 1.00000 336.00| 1.00000 336.00| 1.09000 366.24 Temporary Traffic Control Markings | | | 0320 703D002 120.000 SQFT| 1.00000 120.00| 1.00000 120.00| 1.09000 130.80 Temporary Traffic Control Markings | | | (Paint) | | | 0330 703E001 546.000 SQFT| 1.00000 546.00| 1.00000 546.00| 1.09000 595.14 Temporary Traffic Control Legends | | | 0340 705A030 10.000 EACH| 4.80000 48.00| 4.80000 48.00| 5.22000 52.20 Pavement Markers, Class A-H, Type 2-C | | | 0350 705A031 105.000 EACH| 4.80000 504.00| 4.80000 504.00| 5.22000 548.10 Pavement Markers, Class A-H, Type 1-A | | | 0360 705A032 172.000 EACH| 4.80000 825.60| 4.80000 825.60| 5.22000 897.84 Pavement Markers, Class A-H, Type 1-B | | | 0370 705A037 870.000 EACH| 4.80000 4176.00| 4.80000 4176.00| 5.22000 4541.40 Pavement Markers, Class A-H, Type 2-D | | | 0380 730H001 7360.000 LF | 5.00000 36800.00| 0.50000 3680.00| 3.42000 25171.20 Loop Wire | | | 0390 740B000 1811.000 SQFT| 8.00000 14488.00| 7.35000 13310.85| 10.77000 19504.47 Construction Signs | | | 0400 740E000 700.000 EACH| 10.00000 7000.00| 0.01000 7.00| 11.85000 8295.00 Cones (36 Inches High) | | | 0410 740M001 700.000 EACH| 5.00000 3500.00| 0.01000 7.00| 5.98000 4186.00 Ballast For Cone | | | 0420 741C010 3.000 EACH| 2000.00000 6000.00| 200.00000 600.00| 1795.01000 5385.03 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0430 742A001 1.000 EACH| 6000.00000 6000.00| 300.00000 300.00| 7778.37000 7778.37 Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 1,039,316.37| $ 1,070,996.07| $ 1,084,269.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,039,316.37| $ 1,070,996.07| $ 1,084,269.62 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 063 -5 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20031205063 COUNTIES : ESCAMBIA LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13008 |( ) |( ) |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 210D022 3964.000 CUYD| 8.20000 32504.80| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0020 405A000 7777.000 GAL | 0.88000 6843.76| | Tack Coat | | | 0030 408A053 3601.000 SQYD| 1.29000 4645.29| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 408A054 42360.000 SQYD| 0.89000 37700.40| | Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0050 424A360 9334.000 TON | 37.05000 345824.70| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A363 100.000 TON | 63.02000 6302.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A366 300.000 TON | 42.83000 12849.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 5685.000 TON | 35.52000 201931.20| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 424B659 2875.000 TON | 34.49000 99158.75| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 102852.18000 102852.18| | Mobilization | | | 0110 650A000 6591.000 CUYD| 9.71000 63998.61| | Topsoil | | | 0120 652A061 15.000 ACRE| 465.00000 6975.00| | Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 063 -6 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20031205063 COUNTIES : ESCAMBIA LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13008 |( ) |( ) |MOBILE ASPHALT COMPANY, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 656A000 15.000 ACRE| 425.00000 6375.00| | Mulching, Class A, Type 1 | | | 0140 665F000 2115.000 EACH| 5.75000 12161.25| | Hay Bales | | | 0150 665J000 5187.000 LF | 2.86000 14834.82| | Silt Fence, Type A | | | 0160 680A000 LUMP| 2547.81000 2547.81| | Engineering Controls | | | 0170 701A028 16.000 MILE| 1306.28000 20900.48| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A041 2.000 MILE| 854.11000 1708.22| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A046 5.000 MILE| 854.10000 4270.50| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 13.000 MILE| 1557.48000 20247.24| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701C000 10.000 MILE| 321.55000 3215.50| | Broken Temporary Traffic Stripe | | | 0220 701C001 25.000 MILE| 351.69000 8792.25| | Solid Temporary Traffic Stripe | | | 0230 701G121 1056.000 LF | 1.44000 1520.64| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 701G125 1206.000 LF | 3.53000 4257.18| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701G129 150.000 LF | 4.11000 616.50| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701G133 1056.000 LF | 3.75000 3960.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 701H001 2262.000 LF | 0.50000 1131.00| | Solid Traffic Stripe Removed (Plastic) | | | 0280 701H006 1206.000 LF | 0.50000 603.00| | Broken Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 063 -7 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20031205063 COUNTIES : ESCAMBIA LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13008 |( ) |( ) |MOBILE ASPHALT COMPANY, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 703A002 1693.000 SQFT| 2.01000 3402.93| | Traffic Control Markings, Class 2, Type | | | A | | | 0300 703B002 850.000 SQFT| 2.71000 2303.50| | Traffic Control Legends, Class 2, Type | | | 0310 703D001 336.000 SQFT| 1.00000 336.00| | Temporary Traffic Control Markings | | | 0320 703D002 120.000 SQFT| 1.00000 120.00| | Temporary Traffic Control Markings | | | (Paint) | | | 0330 703E001 546.000 SQFT| 1.00000 546.00| | Temporary Traffic Control Legends | | | 0340 705A030 10.000 EACH| 4.82000 48.20| | Pavement Markers, Class A-H, Type 2-C | | | 0350 705A031 105.000 EACH| 4.82000 506.10| | Pavement Markers, Class A-H, Type 1-A | | | 0360 705A032 172.000 EACH| 4.82000 829.04| | Pavement Markers, Class A-H, Type 1-B | | | 0370 705A037 870.000 EACH| 4.82000 4193.40| | Pavement Markers, Class A-H, Type 2-D | | | 0380 730H001 7360.000 LF | 3.17000 23331.20| | Loop Wire | | | 0390 740B000 1811.000 SQFT| 7.40000 13401.40| | Construction Signs | | | 0400 740E000 700.000 EACH| 9.92000 6944.00| | Cones (36 Inches High) | | | 0410 740M001 700.000 EACH| 6.62000 4634.00| | Ballast For Cone | | | 0420 741C010 3.000 EACH| 551.36000 1654.08| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0430 742A001 1.000 EACH| 1102.71000 1102.71| | Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 1,092,079.64| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,092,079.64| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 064 -1 VENDOR RANKING CALL ORDER : 064 CONTRACT ID : 20031205064 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-309-491-016-403 for constructing the Planing, Resurfacing and Traffic Stripe 99-309-491-193-402 on S.R.#16 (U.S.#90) from McVay Drive to Pine Hill Drive and on S.R.#193 from south of Halls Mill Road to north of S.R.#16 (U.S.#90) in Mobile. Length 4.274 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 972,890.11 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 974,440.49 100.1594% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 064 -2 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20031205064 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 7887.000 GAL | 1.50000 11830.50| 1.21000 9543.27| Tack Coat | | | 0020 408A051 3400.000 SQYD| 1.10000 3740.00| 1.93000 6562.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 408A053 20500.000 SQYD| 1.45000 29725.00| 0.61000 12505.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 424A360 12010.000 TON | 42.00000 504420.00| 38.87000 466828.70| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A363 50.000 TON | 55.00000 2750.00| 54.74000 2737.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424A366 100.000 TON | 43.42000 4342.00| 43.43000 4343.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B651 2570.000 TON | 38.00000 97660.00| 41.46000 106552.20| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0080 424B655 50.000 TON | 42.99000 2149.50| 52.74000 2637.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B659 50.000 TON | 43.37000 2168.50| 41.43000 2071.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 115000.00000 115000.00| 14487.03000 14487.03| Mobilization | | | 0110 622A002 4.000 EACH| 372.81000 1491.24| 543.54000 2174.16| Manhole Covers Reset (Sanitary) | | | 0120 622A004 8.000 EACH| 120.45000 963.60| 309.76000 2478.08| Manhole Covers Reset (Riser Ring Method | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 064 -3 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20031205064 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 643B000 15.000 EACH| 22.15000 332.25| 309.76000 4646.40| Valve Boxes Reset | | | 0140 650A000 12500.000 CUYD| 0.00000 0.00| 9.18000 114750.00| Topsoil | | | 0150 652A061 18.000 ACRE| 465.00000 8370.00| 543.54000 9783.72| Seeding (Mix 3E) | | | 0160 656A000 18.000 ACRE| 425.00000 7650.00| 496.78000 8942.04| Mulching, Class A, Type 1 | | | 0170 665F000 1458.000 EACH| 7.00000 10206.00| 16.33000 23809.14| Hay Bales | | | 0180 665G000 465.000 EACH| 1.47000 683.55| 3.01000 1399.65| Sand Bags | | | 0190 665J000 1270.000 LF | 5.00000 6350.00| 3.52000 4470.40| Silt Fence, Type A | | | 0200 666A001 18.000 ACRE| 30.00000 540.00| 23.38000 420.84| Pest Control Treatment | | | 0210 701A028 16.000 MILE| 1306.17000 20898.72| 1420.22000 22723.52| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0220 701A041 6.000 MILE| 854.03000 5124.18| 1040.32000 6241.92| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0230 701A046 4.000 MILE| 854.03000 3416.12| 1034.48000 4137.92| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0240 701A048 11.000 MILE| 1557.35000 17130.85| 1724.13000 18965.43| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0250 701B009 4970.000 LF | 0.75000 3727.50| 0.88000 4373.60| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0260 701C000 18.000 MILE| 321.52000 5787.36| 444.18000 7995.24| Broken Temporary Traffic Stripe | | | 0270 701C001 12.000 MILE| 351.66000 4219.92| 555.23000 6662.76| Solid Temporary Traffic Stripe | | | 0280 703A002 3138.000 SQFT| 1.81000 5679.78| 2.75000 8629.50| Traffic Control Markings, Class 2, Type | | | A | | | 0290 703B002 1609.000 SQFT| 2.51000 4038.59| 3.21000 5164.89| Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/08/03 PAGE : 064 -4 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20031205064 COUNTIES : MOBILE LETTING DATE : 12/05/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 703D001 2383.000 SQFT| 0.90000 2144.70| 1.05000 2502.15| Temporary Traffic Control Markings | | | 0310 703E001 532.000 SQFT| 0.90000 478.80| 1.69000 899.08| Temporary Traffic Control Legends | | | 0320 705A030 60.000 EACH| 4.82000 289.20| 6.14000 368.40| Pavement Markers, Class A-H, Type 2-C | | | 0330 705A031 244.000 EACH| 4.82000 1176.08| 6.14000 1498.16| Pavement Markers, Class A-H, Type 1-A | | | 0340 705A032 60.000 EACH| 4.82000 289.20| 6.14000 368.40| Pavement Markers, Class A-H, Type 1-B | | | 0350 705A037 340.000 EACH| 4.82000 1638.80| 6.14000 2087.60| Pavement Markers, Class A-H, Type 2-D | | | 0360 705A038 6.000 EACH| 4.82000 28.92| 6.14000 36.84| Pavement Markers, Class A-H, Type 2-E | | | 0370 730H001 9025.000 LF | 3.17000 28609.25| 3.51000 31677.75| Loop Wire | | | 0380 740B000 2012.000 SQFT| 20.00000 40240.00| 11.11000 22353.32| Construction Signs | | | 0390 740C000 64.000 SQFT| 25.00000 1600.00| 18.51000 1184.64| Special Construction Signs | | | 0400 740E000 400.000 EACH| 5.00000 2000.00| 12.22000 4888.00| Cones (36 Inches High) | | | 0410 740M001 400.000 EACH| 5.00000 2000.00| 8.15000 3260.00| Ballast For Cone | | | 0420 741C010 4.000 EACH| 3000.00000 12000.00| 4320.06000 17280.24| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 972,890.11| $ 974,440.49| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 972,890.11| $ 974,440.49| $ ====================================================================================================================================