ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 CONTRACT TIME : 300 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-398(43) for constructing the Additional Lanes (Grade, Drainage, Partial Base and Pave, and Bridge Culverts) on S.R.#157 from West Point to Battleground. Length 11.399 km. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08077 HASTINGS GENERAL CONTRACTING, INC. $ 5,367,553.95 100.0000% 2 20047 T & K CONSTRUCTION, L.L.C. $ 5,754,894.13 107.2163% 3 30002 ELLARD CONTR. CO., INC. & ELLARD CONSTR., INC. $ 6,020,898.12 112.1721% 4 18024 RACON, INC. $ 6,426,403.28 119.7268% 5 19074 S & M EQUIPMENT CO., INC. $ 6,467,205.74 120.4870% 6 01018 APAC-ALABAMA, INC. $ 7,545,925.69 140.5840% 7 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 8,869,516.70 165.2431% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 08077 |(2) 20047 |(3) 30002 |HASTINGS GENERAL CONTRACTING|T & K CONSTRUCTION, LLC |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A000 LUMP| 500000.00000 500000.00| 175000.00000 175000.00| 459665.06000 459665.06 Clearing & Grubbing (Approximately 57 | | | Hectares) | | | 0020 205A001 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 500.00000 500.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 750.00000 750.00 Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 0.00000 0.00 Removal Of Structures, Structure No. 6 | | | 0080 205A007 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 2500.00000 2500.00 Removal Of Structures, Structure No. 7 | | | 0090 205A008 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 8 | | | 0100 205A009 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 9 | | | 0110 205A010 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 3500.00000 3500.00 Removal Of Structures, Structure No. 10 | | | 0120 205A011 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 11 | | | 0130 205A012 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 12 | | | 0140 205A013 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 500.00000 500.00 Removal Of Structures, Structure No. 13 | | | 0150 205A014 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 14 | | | 0160 205A015 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 3500.00000 3500.00 Removal Of Structures, Structure No. 15 | | | 0170 205A016 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 16 | | | 0180 205A017 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 17 | | | 0190 205A018 1.000 EACH| 4000.00000 4000.00| 5000.00000 5000.00| 5000.00000 5000.00 Removal Of Structures, Structure No. 18 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 08077 |(2) 20047 |(3) 30002 |HASTINGS GENERAL CONTRACTING|T & K CONSTRUCTION, LLC |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 205A019 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 7500.00000 7500.00 Removal Of Structures, Structure No. 19 | | | 0210 205A020 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 4000.00000 4000.00 Removal Of Structures, Structure No. 20 | | | 0220 205A021 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 2500.00000 2500.00 Removal of Structures, Structure No. 21 | | | 0230 205A022 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 2500.00000 2500.00 Removal Of Structures, Structure No. 22 | | | 0240 205A023 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 2000.00000 2000.00 Removal Of Structures, Structure No. 23 | | | 0250 205A024 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 2500.00000 2500.00 Removal Of Structures, Structure No. 24 | | | 0260 205A025 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| 750.00000 750.00 Removal Of Structures, Structure No. 25 | | | 0270 206C010 1190.000 M2 | 8.00000 9520.00| 6.00000 7140.00| 6.58000 7830.20 Removing Concrete Driveway | | | 0280 206D000 424.000 M | 6.00000 2544.00| 10.00000 4240.00| 16.40000 6953.60 Removing Pipe | | | 0290 210A000 588945.000 M3 | 2.00000 1177890.00| 2.07000 1219116.15| 2.22000 1307457.90 Unclassified Excavation | | | 0300 210D000 25272.000 M3 | 4.00000 101088.00| 0.50000 12636.00| 1.96000 49533.12 Borrow Excavation | | | 0310 214A000 6902.000 M3 | 14.00000 96628.00| 13.00000 89726.00| 14.19000 97939.38 Structure Excavation | | | 0320 214B000 1983.000 M3 | 5.00000 9915.00| 19.00000 37677.00| 7.19000 14257.77 Foundation Backfill, Local | | | 0330 214B001 765.000 M3 | 18.50000 14152.50| 19.00000 14535.00| 32.70000 25015.50 Foundation Backfill, Commercial | | | 0340 224A000 200.000 M3 | 20.00000 4000.00| 13.00000 2600.00| 3.92000 784.00 Lime Sink Excavation | | | 0350 224B000 200.000 M3 | 18.50000 3700.00| 19.00000 3800.00| 32.70000 6540.00 Special Backfill For Lime Sink AHD #57, | | | #67, Or #467 | | | 0360 224D000 25.000 M3 | 200.00000 5000.00| 125.00000 3125.00| 196.19000 4904.75 Concrete Seal For Lime Sink | | | 0370 301A004 900.000 M2 | 5.00000 4500.00| 4.12000 3708.00| 4.78000 4302.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 100 mm Compacted Thickness | | | 0380 301A012 9690.000 M2 | 0.65000 6298.50| 4.42000 42829.80| 6.58000 63760.20 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 08077 |(2) 20047 |(3) 30002 |HASTINGS GENERAL CONTRACTING|T & K CONSTRUCTION, LLC |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 401A006 9640.000 M2 | 1.54000 14845.60| 1.54000 14845.60| 1.54000 14845.60 Bituminous Treatment G | | | 0400 401A014 5000.000 M2 | 3.10000 15500.00| 3.10000 15500.00| 3.10000 15500.00 Bituminous Treatment KG | | | 0410 405A000 129.000 L | 1.00000 129.00| 1.00000 129.00| 1.00000 129.00 Tack Coat | | | 0420 429A240 36.000 MTON| 50.00000 1800.00| 120.00000 4320.00| 85.00000 3060.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0430 429A243 50.000 MTON| 50.00000 2500.00| 110.00000 5500.00| 55.00000 2750.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 12.5 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | 0440 430B035 6000.000 MTON| 30.00000 180000.00| 17.00000 102000.00| 13.78000 82680.00 Aggregate Surfacing (ALDOT #467, #410 | | | Modified, Or #57) | | | 0450 502A000 226809.000 KG | 1.25000 283511.25| 1.10000 249489.90| 1.44000 326604.96 Steel Reinforcement | | | 0460 524B011 1890.000 M3 | 280.00000 529200.00| 300.00000 567000.00| 322.00000 608580.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0470 530A001 1494.000 M | 60.00000 89640.00| 65.00000 97110.00| 78.74000 117637.56 450 mm Roadway Pipe (Class 3 R.C.) | | | 0480 530A002 240.000 M | 90.00000 21600.00| 86.00000 20640.00| 111.55000 26772.00 600 mm Roadway Pipe (Class 3 R.C.) | | | 0490 530A003 259.000 M | 144.00000 37296.00| 120.00000 31080.00| 157.48000 40787.32 750 mm Roadway Pipe (Class 3 R.C.) | | | 0500 530A004 51.000 M | 180.00000 9180.00| 160.00000 8160.00| 203.41000 10373.91 900 mm Roadway Pipe (Class 3 R.C.) | | | 0510 530A005 44.000 M | 210.00000 9240.00| 196.00000 8624.00| 249.34000 10970.96 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0520 530A006 57.000 M | 300.00000 17100.00| 229.00000 13053.00| 305.11000 17391.27 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0530 530A012 41.000 M | 80.00000 3280.00| 73.00000 2993.00| 85.30000 3497.30 450 mm Roadway Pipe (Class 4 R.C.) | | | 0540 530A013 68.000 M | 100.00000 6800.00| 100.00000 6800.00| 124.67000 8477.56 600 mm Roadway Pipe (Class 4 R.C.) | | | 0550 530A014 54.000 M | 140.00000 7560.00| 128.00000 6912.00| 170.60000 9212.40 750 mm Roadway Pipe (Class 4 R.C.) | | | 0560 530A015 47.000 M | 200.00000 9400.00| 175.00000 8225.00| 213.25000 10022.75 900 mm Roadway Pipe (Class 4 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 08077 |(2) 20047 |(3) 30002 |HASTINGS GENERAL CONTRACTING|T & K CONSTRUCTION, LLC |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 530A016 29.000 M | 300.00000 8700.00| 208.00000 6032.00| 298.55000 8657.95 1050 mm Roadway Pipe (Class 4 R.C.) | | | 0580 530A019 46.000 M | 450.00000 20700.00| 410.00000 18860.00| 452.75000 20826.50 1500 mm Roadway Pipe (Class 4 R.C.) | | | 0590 530A024 40.000 M | 160.00000 6400.00| 115.00000 4600.00| 147.64000 5905.60 600 mm Roadway Pipe (Class 5 R.C.) | | | 0600 530A025 46.000 M | 200.00000 9200.00| 170.00000 7820.00| 203.41000 9356.86 750 mm Roadway Pipe (Class 5 R.C.) | | | 0610 530A026 47.000 M | 260.00000 12220.00| 210.00000 9870.00| 246.06000 11564.82 900 mm Roadway Pipe (Class 5 R.C.) | | | 0620 530A101 39.000 M | 80.00000 3120.00| 70.00000 2730.00| 82.02000 3198.78 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0630 530A102 7.000 M | 100.00000 700.00| 85.00000 595.00| 114.83000 803.81 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0640 530A106 9.000 M | 320.00000 2880.00| 240.00000 2160.00| 301.83000 2716.47 1200 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0650 530A201 35.000 M | 130.00000 4550.00| 120.00000 4200.00| 78.74000 2755.90 450 mm Roadway Pipe (2.0 mm Wall | | | Thickness C.C.S.P.I.) | | | 0660 530A800 2.000 M | 120.00000 240.00| 100.00000 200.00| 68.90000 137.80 375 mm Roadway Pipe (2.0 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 0670 530B000 52.000 M | 80.00000 4160.00| 70.00000 3640.00| 95.14000 4947.28 460 mm Span X 280 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0680 535A001 299.000 M | 45.00000 13455.00| 60.00000 17940.00| 65.62000 19620.38 450 mm Side Drain Pipe | | | 0690 535A002 98.000 M | 89.00000 8722.00| 82.00000 8036.00| 87.76000 8600.48 600 mm Side Drain Pipe | | | 0700 535A003 26.000 M | 135.00000 3510.00| 100.00000 2600.00| 118.11000 3070.86 750 mm Side Drain Pipe | | | 0710 535A089 20.000 M | 260.00000 5200.00| 220.00000 4400.00| 278.87000 5577.40 1200 mm Side Drain Pipe (Class 3 R.C.) | | | 0720 535A651 144.000 M | 60.00000 8640.00| 65.00000 9360.00| 65.62000 9449.28 450 mm Side Drain Pipe (Temporary) | | | 0730 600A000 LUMP| 250000.00000 250000.00| 485623.00000 485623.00| 10000.00000 10000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 08077 |(2) 20047 |(3) 30002 |HASTINGS GENERAL CONTRACTING|T & K CONSTRUCTION, LLC |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 601A000 1.000 EACH| 8000.00000 8000.00| 10000.00000 10000.00| 13000.00000 13000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0750 602A000 125.000 EACH| 100.00000 12500.00| 75.00000 9375.00| 130.00000 16250.00 Right Of Way Markers | | | 0760 602B000 4.000 EACH| 150.00000 600.00| 100.00000 400.00| 130.00000 520.00 Land Survey Markers | | | 0770 603A002 1.000 EACH| 20000.00000 20000.00| 1.00000 1.00| 30000.00000 30000.00 Furnishing Type 3 Field Office | | | 0780 605B000 8.000 EACH| 400.00000 3200.00| 150.00000 1200.00| 300.00000 2400.00 Special Underdrain Outlet, Type A | | | 0790 606A000 2000.000 M | 6.00000 12000.00| 7.00000 14000.00| 33.63000 67260.00 150 mm Underdrain Pipe | | | 0800 610C001 2909.000 MTON| 18.00000 52362.00| 16.50000 47998.50| 23.15000 67343.35 Loose Riprap, Class 2 | | | 0810 610C002 75.000 MTON| 28.50000 2137.50| 16.50000 1237.50| 24.25000 1818.75 Loose Riprap, Class 3 | | | 0820 610D000 2224.000 M2 | 4.00000 8896.00| 2.39000 5315.36| 3.89000 8651.36 Filter Blanket | | | 0830 614A000 801.000 M3 | 170.00000 136170.00| 255.00000 204255.00| 195.50000 156595.50 Slope Paving | | | 0840 618B003 345.000 M2 | 220.00000 75900.00| 25.00000 8625.00| 45.00000 15525.00 Concrete Driveway, 150 mm Thick | | | (Includes Wire Mesh) | | | 0850 619A002 36.000 EACH| 450.00000 16200.00| 400.00000 14400.00| 517.50000 18630.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0860 619A003 12.000 EACH| 600.00000 7200.00| 475.00000 5700.00| 690.00000 8280.00 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0870 619A004 10.000 EACH| 600.00000 6000.00| 700.00000 7000.00| 690.00000 6900.00 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0880 619A005 4.000 EACH| 650.00000 2600.00| 850.00000 3400.00| 747.50000 2990.00 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0890 619A006 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 1150.00000 2300.00 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0900 619A007 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 1150.00000 1150.00 1200 mm Roadway Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 08077 |(2) 20047 |(3) 30002 |HASTINGS GENERAL CONTRACTING|T & K CONSTRUCTION, LLC |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0910 619A009 1.000 EACH| 1500.00000 1500.00| 3000.00000 3000.00| 1725.00000 1725.00 1500 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0920 619A101 45.000 EACH| 450.00000 20250.00| 375.00000 16875.00| 517.50000 23287.50 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0930 619A102 14.000 EACH| 600.00000 8400.00| 500.00000 7000.00| 690.00000 9660.00 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0940 619A103 2.000 EACH| 600.00000 1200.00| 700.00000 1400.00| 690.00000 1380.00 750 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0950 619A106 2.000 EACH| 1000.00000 2000.00| 1800.00000 3600.00| 1150.00000 2300.00 1200 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0960 619B015 1.000 EACH| 500.00000 500.00| 600.00000 600.00| 575.00000 575.00 460 mm Span, 280 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0970 620A000 5.000 M3 | 600.00000 3000.00| 1050.00000 5250.00| 690.00000 3450.00 Minor Structure Concrete | | | 0980 621A000 20.000 EACH| 1400.00000 28000.00| 1750.00000 35000.00| 1610.00000 32200.00 Junction Boxes, Type 1, 1P Or 5 | | | 0990 621A001 4.000 EACH| 1800.00000 7200.00| 2000.00000 8000.00| 1610.00000 6440.00 Junction Boxes, Type 1, 2P Or 5 | | | 1000 621A004 1.000 EACH| 1600.00000 1600.00| 3000.00000 3000.00| 1840.00000 1840.00 Junction Boxes, Type 4 | | | 1010 621A010 4.000 EACH| 1800.00000 7200.00| 2500.00000 10000.00| 2070.00000 8280.00 Junction Boxes, Type 3 | | | 1020 621A016 12.000 EACH| 1800.00000 21600.00| 2500.00000 30000.00| 2070.00000 24840.00 Junction Boxes, Type 4, 1P Or 5 | | | 1030 621A017 6.000 EACH| 1800.00000 10800.00| 3000.00000 18000.00| 2070.00000 12420.00 Junction Boxes, Type 4, 2P Or 5 | | | 1040 621A022 2.000 EACH| 2000.00000 4000.00| 2500.00000 5000.00| 2300.00000 4600.00 Junction Boxes, Type 1 (Modified) | | | 1050 621A034 1.000 EACH| 3000.00000 3000.00| 4000.00000 4000.00| 3450.00000 3450.00 Junction Boxes, Type 4 (Modified) | | | 1060 621B000 14.000 EACH| 1200.00000 16800.00| 500.00000 7000.00| 1380.00000 19320.00 Junction Box Units, Type 1, 1P Or 5 | | | 1070 621B001 4.000 EACH| 400.00000 1600.00| 600.00000 2400.00| 460.00000 1840.00 Junction Box Units, Type 1, 2P Or 5 | | | 1080 621B004 1.000 EACH| 400.00000 400.00| 1000.00000 1000.00| 460.00000 460.00 Junction Box Units, Type 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 08077 |(2) 20047 |(3) 30002 |HASTINGS GENERAL CONTRACTING|T & K CONSTRUCTION, LLC |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1090 621B013 11.000 EACH| 400.00000 4400.00| 800.00000 8800.00| 460.00000 5060.00 Junction Box Units, Type 4, 1P Or 5 | | | 1100 621B019 8.000 EACH| 400.00000 3200.00| 800.00000 6400.00| 460.00000 3680.00 Junction Box Units, Type 4, 2P Or 5 | | | 1110 621B025 1.000 EACH| 400.00000 400.00| 1000.00000 1000.00| 600.00000 600.00 Junction Box Units, Type 4 (Modified) | | | 1120 621B034 2.000 EACH| 400.00000 800.00| 800.00000 1600.00| 500.00000 1000.00 Junction Box Units, Type 1 (Modified) | | | 1130 621C019 1.000 EACH| 1800.00000 1800.00| 2000.00000 2000.00| 2600.00000 2600.00 Inlets, Type X | | | 1140 621C020 49.000 EACH| 1400.00000 68600.00| 1400.00000 68600.00| 1720.00000 84280.00 Inlets, Type Y | | | 1150 621D019 55.000 EACH| 200.00000 11000.00| 400.00000 22000.00| 400.00000 22000.00 Inlet Units, Type Y | | | 1160 641A049 2460.000 M | 21.00000 51660.00| 40.75000 100245.00| 40.78000 100318.80 152.4 Millimeter P.V.C. Water Main Laid | | | 1170 641A052 2230.000 M | 27.00000 60210.00| 42.75000 95332.50| 42.78000 95399.40 203.2 Millimeter P.V.C. Water Main Laid | | | 1180 641A064 8535.000 M | 10.00000 85350.00| 57.50000 490762.50| 57.51000 490847.85 304.8 Millimeter P.V.C. Water Main Laid | | | 1190 642A000 8.000 EACH| 1000.00000 8000.00| 2000.00000 16000.00| 2000.00000 16000.00 Fire Hydrant Reset | | | 1200 643A000 61.000 EACH| 250.00000 15250.00| 400.00000 24400.00| 400.00000 24400.00 Water Meters Reset | | | 1210 643B000 47.000 EACH| 40.00000 1880.00| 60.00000 2820.00| 60.00000 2820.00 Valve Boxes Reset | | | 1220 649A033 135.000 M | 15.00000 2025.00| 357.00000 48195.00| 358.10000 48343.50 406.4 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1230 649A036 145.000 M | 18.00000 2610.00| 401.00000 58145.00| 401.11000 58160.95 609.6 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1240 650A000 1572.000 M3 | 3.00000 4716.00| 0.50000 786.00| 2.03000 3191.16 Topsoil | | | 1250 650B000 32428.000 M3 | 2.00000 64856.00| 2.60000 84312.80| 1.96000 63558.88 Topsoil From Stockpiles | | | 1260 652A050 22.000 HA | 1483.00000 32626.00| 1060.00000 23320.00| 1750.00000 38500.00 Seeding (Mix 1A) | | | 1270 652A053 8.000 HA | 1483.00000 11864.00| 1060.00000 8480.00| 1750.00000 14000.00 Seeding (Mix 1E) | | | 1280 652B050 22.000 HA | 1297.00000 28534.00| 795.00000 17490.00| 1000.00000 22000.00 Temporary Seeding (Mix 1AT) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 08077 |(2) 20047 |(3) 30002 |HASTINGS GENERAL CONTRACTING|T & K CONSTRUCTION, LLC |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1290 652C000 44.000 HA | 111.00000 4884.00| 92.75000 4081.00| 75.00000 3300.00 Mowing | | | 1300 652D050 22.000 HA | 1483.00000 32626.00| 1457.50000 32065.00| 1500.00000 33000.00 Seeding In Stubble (Mix 1A) | | | 1310 654A000 1811.000 M2 | 4.20000 7606.20| 3.18000 5758.98| 3.00000 5433.00 Solid Sodding | | | 1320 656A000 44.000 HA | 741.00000 32604.00| 1033.50000 45474.00| 1000.00000 44000.00 Mulching, Class A, Type 1 | | | 1330 656A001 8.000 HA | 988.00000 7904.00| 1563.50000 12508.00| 1250.00000 10000.00 Mulching, Class A, Type 2 | | | 1340 658A001 4.000 HA | 2718.00000 10872.00| 2650.00000 10600.00| 3000.00000 12000.00 Hydro-Seeding & Mulching (Mix 1E) | | | 1350 659A000 5000.000 M2 | 2.00000 10000.00| 2.02000 10100.00| 1.10000 5500.00 Erosion Control Netting, Class A | | | 1360 659A001 5000.000 M2 | 2.00000 10000.00| 2.02000 10100.00| 1.10000 5500.00 Erosion Control Netting, Class B | | | 1370 659A002 43794.000 M2 | 7.10000 310937.40| 7.16000 313565.04| 5.72000 250501.68 Erosion Control Netting, Class C1 | | | 1380 665A000 25.000 HA | 927.00000 23175.00| 795.00000 19875.00| 1000.00000 25000.00 Temporary Seeding | | | 1390 665B000 25.000 HA | 865.00000 21625.00| 795.00000 19875.00| 1000.00000 25000.00 Temporary Mulching | | | 1400 665F000 200.000 EACH| 8.00000 1600.00| 4.00000 800.00| 5.00000 1000.00 Hay Bales | | | 1410 665H001 6.000 EACH| 800.00000 4800.00| 150.00000 900.00| 375.00000 2250.00 Erosion Control Check Dams, Type 2 | | | 1420 665J000 7655.000 M | 5.00000 38275.00| 2.50000 19137.50| 11.48000 87879.40 Silt Fence, Type A | | | 1430 665K000 300.000 M3 | 10.00000 3000.00| 5.00000 1500.00| 4.58000 1374.00 Drainage Sump Excavation | | | 1440 666A001 34.000 HA | 86.00000 2924.00| 100.00000 3400.00| 75.00000 2550.00 Pest Control Treatment | | | 1450 680A000 LUMP| 129000.00000 129000.00| 100000.00000 100000.00| 88000.00000 88000.00 Engineering Controls | | | 1460 701A012 2.000 KM | 400.00000 800.00| 311.00000 622.00| 311.00000 622.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1470 701C001 2.000 KM | 400.00000 800.00| 311.00000 622.00| 311.00000 622.00 Solid Temporary Traffic Stripe | | | 1480 703A000 67.000 M2 | 1.00000 67.00| 14.00000 938.00| 14.00000 938.00 Traffic Control Markings, Class 1, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 08077 |(2) 20047 |(3) 30002 |HASTINGS GENERAL CONTRACTING|T & K CONSTRUCTION, LLC |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1490 703D001 67.000 M2 | 80.00000 5360.00| 14.00000 938.00| 14.00000 938.00 Temporary Traffic Control Markings | | | 1500 710A091 7.000 M2 | 180.00000 1260.00| 160.00000 1120.00| 190.00000 1330.00 Class 4, Aluminum Flat Sign Panels | | | 2.032 mm Thickness (Type III or IV | | | Background) | | | 1510 710B001 40.000 M | 15.00000 600.00| 26.00000 1040.00| 26.25000 1050.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1520 726A000 70.000 M | 110.00000 7700.00| 80.00000 5600.00| 114.83000 8038.10 Portable Concrete Safety Barriers, Type | | | 6 | | | 1530 740B000 135.000 M2 | 85.00000 11475.00| 85.00000 11475.00| 93.70000 12649.50 Construction Signs | | | 1540 740D000 1018.000 EACH| 32.00000 32576.00| 41.00000 41738.00| 42.10000 42857.80 Channelizing Drums | | | 1550 740F002 176.000 EACH| 200.00000 35200.00| 190.00000 33440.00| 205.30000 36132.80 Barricades, Type III | | | 1560 740I005 168.000 EACH| 79.00000 13272.00| 547.00000 91896.00| 578.95000 97263.60 Warning Lights, Type B (Detachable Head)| | | 1570 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 398000.00) | | | 1580 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 | $ 5,367,553.95| $ 5,754,894.13| $ 6,020,898.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,367,553.95| $ 5,754,894.13| $ 6,020,898.12 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -11 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 19074 |(6) 01018 |RACON, INC. |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A000 LUMP| 250000.00000 250000.00| 245000.00000 245000.00| 208890.45000 208890.45 Clearing & Grubbing (Approximately 57 | | | Hectares) | | | 0020 205A001 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 6 | | | 0080 205A007 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 7 | | | 0090 205A008 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 8 | | | 0100 205A009 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 9 | | | 0110 205A010 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 10 | | | 0120 205A011 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 11 | | | 0130 205A012 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 12 | | | 0140 205A013 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 13 | | | 0150 205A014 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 14 | | | 0160 205A015 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 15 | | | 0170 205A016 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 16 | | | 0180 205A017 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 17 | | | 0190 205A018 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 18 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -12 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 19074 |(6) 01018 |RACON, INC. |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 205A019 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 19 | | | 0210 205A020 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 20 | | | 0220 205A021 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal of Structures, Structure No. 21 | | | 0230 205A022 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 22 | | | 0240 205A023 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 23 | | | 0250 205A024 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 24 | | | 0260 205A025 1.000 EACH| 1.00000 1.00| 3750.00000 3750.00| 1.00000 1.00 Removal Of Structures, Structure No. 25 | | | 0270 206C010 1190.000 M2 | 6.00000 7140.00| 3.45000 4105.50| 1.81000 2153.90 Removing Concrete Driveway | | | 0280 206D000 424.000 M | 17.28000 7326.72| 11.32000 4799.68| 13.34000 5656.16 Removing Pipe | | | 0290 210A000 588945.000 M3 | 3.00000 1766835.00| 1.95000 1148442.75| 3.66000 2155538.70 Unclassified Excavation | | | 0300 210D000 25272.000 M3 | 0.01000 252.72| 3.20000 80870.40| 7.57000 191309.04 Borrow Excavation | | | 0310 214A000 6902.000 M3 | 12.00000 82824.00| 14.15000 97663.30| 5.61000 38720.22 Structure Excavation | | | 0320 214B000 1983.000 M3 | 2.00000 3966.00| 7.48000 14832.84| 3.05000 6048.15 Foundation Backfill, Local | | | 0330 214B001 765.000 M3 | 32.00000 24480.00| 24.00000 18360.00| 18.03000 13792.95 Foundation Backfill, Commercial | | | 0340 224A000 200.000 M3 | 6.55000 1310.00| 9.00000 1800.00| 6.61000 1322.00 Lime Sink Excavation | | | 0350 224B000 200.000 M3 | 20.00000 4000.00| 23.25000 4650.00| 23.82000 4764.00 Special Backfill For Lime Sink AHD #57, | | | #67, Or #467 | | | 0360 224D000 25.000 M3 | 100.00000 2500.00| 175.00000 4375.00| 165.45000 4136.25 Concrete Seal For Lime Sink | | | 0370 301A004 900.000 M2 | 4.00000 3600.00| 2.99000 2691.00| 5.24000 4716.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 100 mm Compacted Thickness | | | 0380 301A012 9690.000 M2 | 4.50000 43605.00| 4.48000 43411.20| 4.76000 46124.40 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -13 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 19074 |(6) 01018 |RACON, INC. |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 401A006 9640.000 M2 | 1.63000 15713.20| 1.74000 16773.60| 2.22000 21400.80 Bituminous Treatment G | | | 0400 401A014 5000.000 M2 | 3.28000 16400.00| 3.50000 17500.00| 2.42000 12100.00 Bituminous Treatment KG | | | 0410 405A000 129.000 L | 1.00000 129.00| 0.45000 58.05| 0.40000 51.60 Tack Coat | | | 0420 429A240 36.000 MTON| 100.00000 3600.00| 44.00000 1584.00| 134.98000 4859.28 Improved Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0430 429A243 50.000 MTON| 100.00000 5000.00| 75.00000 3750.00| 102.40000 5120.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 12.5 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | 0440 430B035 6000.000 MTON| 14.03000 84180.00| 11.00000 66000.00| 12.43000 74580.00 Aggregate Surfacing (ALDOT #467, #410 | | | Modified, Or #57) | | | 0450 502A000 226809.000 KG | 1.26000 285779.34| 1.38000 312996.42| 0.96000 217736.64 Steel Reinforcement | | | 0460 524B011 1890.000 M3 | 302.40000 571536.00| 395.00000 746550.00| 285.42000 539443.80 Culvert Concrete Extension (Cast In | | | Place) | | | 0470 530A001 1494.000 M | 71.23000 106417.62| 77.95000 116457.30| 82.57000 123359.58 450 mm Roadway Pipe (Class 3 R.C.) | | | 0480 530A002 240.000 M | 96.82000 23236.80| 98.75000 23700.00| 100.40000 24096.00 600 mm Roadway Pipe (Class 3 R.C.) | | | 0490 530A003 259.000 M | 129.64000 33576.76| 129.00000 33411.00| 136.11000 35252.49 750 mm Roadway Pipe (Class 3 R.C.) | | | 0500 530A004 51.000 M | 165.95000 8463.45| 166.00000 8466.00| 177.91000 9073.41 900 mm Roadway Pipe (Class 3 R.C.) | | | 0510 530A005 44.000 M | 204.38000 8992.72| 204.00000 8976.00| 221.28000 9736.32 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0520 530A006 57.000 M | 254.68000 14516.76| 233.00000 13281.00| 256.44000 14617.08 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0530 530A012 41.000 M | 77.74000 3187.34| 88.00000 3608.00| 85.45000 3503.45 450 mm Roadway Pipe (Class 4 R.C.) | | | 0540 530A013 68.000 M | 105.86000 7198.48| 118.00000 8024.00| 117.01000 7956.68 600 mm Roadway Pipe (Class 4 R.C.) | | | 0550 530A014 54.000 M | 142.00000 7668.00| 151.00000 8154.00| 142.10000 7673.40 750 mm Roadway Pipe (Class 4 R.C.) | | | 0560 530A015 47.000 M | 174.43000 8198.21| 176.00000 8272.00| 187.26000 8801.22 900 mm Roadway Pipe (Class 4 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -14 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 19074 |(6) 01018 |RACON, INC. |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 530A016 29.000 M | 259.68000 7530.72| 255.00000 7395.00| 276.49000 8018.21 1050 mm Roadway Pipe (Class 4 R.C.) | | | 0580 530A019 46.000 M | 403.51000 18561.46| 412.00000 18952.00| 426.36000 19612.56 1500 mm Roadway Pipe (Class 4 R.C.) | | | 0590 530A024 40.000 M | 131.48000 5259.20| 157.00000 6280.00| 139.15000 5566.00 600 mm Roadway Pipe (Class 5 R.C.) | | | 0600 530A025 46.000 M | 177.49000 8164.54| 202.00000 9292.00| 197.13000 9067.98 750 mm Roadway Pipe (Class 5 R.C.) | | | 0610 530A026 47.000 M | 214.56000 10084.32| 238.00000 11186.00| 235.81000 11083.07 900 mm Roadway Pipe (Class 5 R.C.) | | | 0620 530A101 39.000 M | 133.38000 5201.82| 85.00000 3315.00| 101.80000 3970.20 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0630 530A102 7.000 M | 156.20000 1093.40| 110.00000 770.00| 238.30000 1668.10 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0640 530A106 9.000 M | 294.83000 2653.47| 262.00000 2358.00| 383.33000 3449.97 1200 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0650 530A201 35.000 M | 76.44000 2675.40| 77.00000 2695.00| 98.94000 3462.90 450 mm Roadway Pipe (2.0 mm Wall | | | Thickness C.C.S.P.I.) | | | 0660 530A800 2.000 M | 100.89000 201.78| 97.00000 194.00| 158.51000 317.02 375 mm Roadway Pipe (2.0 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 0670 530B000 52.000 M | 88.74000 4614.48| 117.00000 6084.00| 108.63000 5648.76 460 mm Span X 280 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0680 535A001 299.000 M | 54.62000 16331.38| 78.00000 23322.00| 85.88000 25678.12 450 mm Side Drain Pipe | | | 0690 535A002 98.000 M | 70.16000 6875.68| 98.00000 9604.00| 93.73000 9185.54 600 mm Side Drain Pipe | | | 0700 535A003 26.000 M | 96.63000 2512.38| 140.00000 3640.00| 131.18000 3410.68 750 mm Side Drain Pipe | | | 0710 535A089 20.000 M | 248.15000 4963.00| 275.00000 5500.00| 306.01000 6120.20 1200 mm Side Drain Pipe (Class 3 R.C.) | | | 0720 535A651 144.000 M | 59.54000 8573.76| 100.00000 14400.00| 64.87000 9341.28 450 mm Side Drain Pipe (Temporary) | | | 0730 600A000 LUMP| 308875.00000 308875.00| 369690.00000 369690.00| 451896.02000 451896.02 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -15 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 19074 |(6) 01018 |RACON, INC. |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 601A000 1.000 EACH| 3000.00000 3000.00| 26500.00000 26500.00| 4619.15000 4619.15 Furnishing Base, Soil And Structure | | | Laboratories | | | 0750 602A000 125.000 EACH| 78.56000 9820.00| 62.00000 7750.00| 134.51000 16813.75 Right Of Way Markers | | | 0760 602B000 4.000 EACH| 84.54000 338.16| 75.00000 300.00| 134.31000 537.24 Land Survey Markers | | | 0770 603A002 1.000 EACH| 25000.00000 25000.00| 42500.00000 42500.00| 21961.88000 21961.88 Furnishing Type 3 Field Office | | | 0780 605B000 8.000 EACH| 495.00000 3960.00| 275.00000 2200.00| 540.56000 4324.48 Special Underdrain Outlet, Type A | | | 0790 606A000 2000.000 M | 22.32000 44640.00| 36.00000 72000.00| 19.81000 39620.00 150 mm Underdrain Pipe | | | 0800 610C001 2909.000 MTON| 20.97000 61001.73| 18.10000 52652.90| 17.28000 50267.52 Loose Riprap, Class 2 | | | 0810 610C002 75.000 MTON| 25.21000 1890.75| 19.00000 1425.00| 20.63000 1547.25 Loose Riprap, Class 3 | | | 0820 610D000 2224.000 M2 | 1.89000 4203.36| 3.20000 7116.80| 2.90000 6449.60 Filter Blanket | | | 0830 614A000 801.000 M3 | 301.88000 241805.88| 313.00000 250713.00| 299.48000 239883.48 Slope Paving | | | 0840 618B003 345.000 M2 | 45.52000 15704.40| 39.60000 13662.00| 45.16000 15580.20 Concrete Driveway, 150 mm Thick | | | (Includes Wire Mesh) | | | 0850 619A002 36.000 EACH| 630.00000 22680.00| 620.00000 22320.00| 532.80000 19180.80 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0860 619A003 12.000 EACH| 656.25000 7875.00| 675.00000 8100.00| 497.43000 5969.16 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0870 619A004 10.000 EACH| 682.50000 6825.00| 715.00000 7150.00| 838.62000 8386.20 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0880 619A005 4.000 EACH| 708.75000 2835.00| 742.00000 2968.00| 1436.70000 5746.80 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0890 619A006 2.000 EACH| 840.00000 1680.00| 880.00000 1760.00| 1666.49000 3332.98 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0900 619A007 1.000 EACH| 1260.00000 1260.00| 1340.00000 1340.00| 2434.04000 2434.04 1200 mm Roadway Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -16 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 19074 |(6) 01018 |RACON, INC. |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0910 619A009 1.000 EACH| 1680.00000 1680.00| 1800.00000 1800.00| 4171.28000 4171.28 1500 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0920 619A101 45.000 EACH| 630.00000 28350.00| 650.00000 29250.00| 723.17000 32542.65 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0930 619A102 14.000 EACH| 735.00000 10290.00| 775.00000 10850.00| 847.42000 11863.88 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0940 619A103 2.000 EACH| 840.00000 1680.00| 900.00000 1800.00| 1143.09000 2286.18 750 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0950 619A106 2.000 EACH| 1155.00000 2310.00| 1250.00000 2500.00| 1994.15000 3988.30 1200 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0960 619B015 1.000 EACH| 840.00000 840.00| 880.00000 880.00| 671.28000 671.28 460 mm Span, 280 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0970 620A000 5.000 M3 | 787.50000 3937.50| 875.00000 4375.00| 781.25000 3906.25 Minor Structure Concrete | | | 0980 621A000 20.000 EACH| 2152.50000 43050.00| 2500.00000 50000.00| 2135.42000 42708.40 Junction Boxes, Type 1, 1P Or 5 | | | 0990 621A001 4.000 EACH| 2257.50000 9030.00| 3640.00000 14560.00| 2239.58000 8958.32 Junction Boxes, Type 1, 2P Or 5 | | | 1000 621A004 1.000 EACH| 2887.50000 2887.50| 5250.00000 5250.00| 2864.58000 2864.58 Junction Boxes, Type 4 | | | 1010 621A010 4.000 EACH| 2572.50000 10290.00| 3900.00000 15600.00| 2552.08000 10208.32 Junction Boxes, Type 3 | | | 1020 621A016 12.000 EACH| 2887.50000 34650.00| 4400.00000 52800.00| 2864.58000 34374.96 Junction Boxes, Type 4, 1P Or 5 | | | 1030 621A017 6.000 EACH| 3150.00000 18900.00| 5600.00000 33600.00| 3125.00000 18750.00 Junction Boxes, Type 4, 2P Or 5 | | | 1040 621A022 2.000 EACH| 2520.00000 5040.00| 2875.00000 5750.00| 2500.00000 5000.00 Junction Boxes, Type 1 (Modified) | | | 1050 621A034 1.000 EACH| 3255.00000 3255.00| 5000.00000 5000.00| 3229.17000 3229.17 Junction Boxes, Type 4 (Modified) | | | 1060 621B000 14.000 EACH| 708.75000 9922.50| 560.00000 7840.00| 703.13000 9843.82 Junction Box Units, Type 1, 1P Or 5 | | | 1070 621B001 4.000 EACH| 840.00000 3360.00| 840.00000 3360.00| 833.33000 3333.32 Junction Box Units, Type 1, 2P Or 5 | | | 1080 621B004 1.000 EACH| 682.50000 682.50| 1120.00000 1120.00| 677.08000 677.08 Junction Box Units, Type 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -17 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 19074 |(6) 01018 |RACON, INC. |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1090 621B013 11.000 EACH| 577.50000 6352.50| 1120.00000 12320.00| 572.92000 6302.12 Junction Box Units, Type 4, 1P Or 5 | | | 1100 621B019 8.000 EACH| 682.50000 5460.00| 1650.00000 13200.00| 677.08000 5416.64 Junction Box Units, Type 4, 2P Or 5 | | | 1110 621B025 1.000 EACH| 630.00000 630.00| 550.00000 550.00| 625.00000 625.00 Junction Box Units, Type 4 (Modified) | | | 1120 621B034 2.000 EACH| 525.00000 1050.00| 1120.00000 2240.00| 520.83000 1041.66 Junction Box Units, Type 1 (Modified) | | | 1130 621C019 1.000 EACH| 2310.00000 2310.00| 2800.00000 2800.00| 2291.67000 2291.67 Inlets, Type X | | | 1140 621C020 49.000 EACH| 1837.50000 90037.50| 1950.00000 95550.00| 1822.92000 89323.08 Inlets, Type Y | | | 1150 621D019 55.000 EACH| 420.00000 23100.00| 56.00000 3080.00| 416.67000 22916.85 Inlet Units, Type Y | | | 1160 641A049 2460.000 M | 43.10000 106026.00| 29.50000 72570.00| 81.19000 199727.40 152.4 Millimeter P.V.C. Water Main Laid | | | 1170 641A052 2230.000 M | 45.21000 100818.30| 32.80000 73144.00| 86.80000 193564.00 203.2 Millimeter P.V.C. Water Main Laid | | | 1180 641A064 8535.000 M | 60.81000 519013.35| 49.20000 419922.00| 89.26000 761834.10 304.8 Millimeter P.V.C. Water Main Laid | | | 1190 642A000 8.000 EACH| 2115.08000 16920.64| 1800.00000 14400.00| 2786.46000 22291.68 Fire Hydrant Reset | | | 1200 643A000 61.000 EACH| 423.02000 25804.22| 345.00000 21045.00| 950.78000 57997.58 Water Meters Reset | | | 1210 643B000 47.000 EACH| 63.45000 2982.15| 45.00000 2115.00| 36.46000 1713.62 Valve Boxes Reset | | | 1220 649A033 135.000 M | 377.54000 50967.90| 210.00000 28350.00| 419.79000 56671.65 406.4 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1230 649A036 145.000 M | 424.07000 61490.15| 375.00000 54375.00| 570.83000 82770.35 609.6 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1240 650A000 1572.000 M3 | 4.00000 6288.00| 7.00000 11004.00| 10.81000 16993.32 Topsoil | | | 1250 650B000 32428.000 M3 | 3.25000 105391.00| 3.25000 105391.00| 3.63000 117713.64 Topsoil From Stockpiles | | | 1260 652A050 22.000 HA | 1062.00000 23364.00| 1900.00000 41800.00| 1226.04000 26972.88 Seeding (Mix 1A) | | | 1270 652A053 8.000 HA | 1110.00000 8880.00| 1900.00000 15200.00| 1170.31000 9362.48 Seeding (Mix 1E) | | | 1280 652B050 22.000 HA | 840.00000 18480.00| 1100.00000 24200.00| 947.40000 20842.80 Temporary Seeding (Mix 1AT) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -18 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 19074 |(6) 01018 |RACON, INC. |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1290 652C000 44.000 HA | 205.00000 9020.00| 80.00000 3520.00| 84.38000 3712.72 Mowing | | | 1300 652D050 22.000 HA | 1030.00000 22660.00| 1650.00000 36300.00| 902.81000 19861.82 Seeding In Stubble (Mix 1A) | | | 1310 654A000 1811.000 M2 | 4.15000 7515.65| 3.25000 5885.75| 4.46000 8077.06 Solid Sodding | | | 1320 656A000 44.000 HA | 927.00000 40788.00| 1100.00000 48400.00| 1086.72000 47815.68 Mulching, Class A, Type 1 | | | 1330 656A001 8.000 HA | 1210.00000 9680.00| 1400.00000 11200.00| 1114.58000 8916.64 Mulching, Class A, Type 2 | | | 1340 658A001 4.000 HA | 2210.00000 8840.00| 3250.00000 13000.00| 2006.25000 8025.00 Hydro-Seeding & Mulching (Mix 1E) | | | 1350 659A000 5000.000 M2 | 1.50000 7500.00| 1.20000 6000.00| 2.56000 12800.00 Erosion Control Netting, Class A | | | 1360 659A001 5000.000 M2 | 1.50000 7500.00| 1.20000 6000.00| 2.45000 12250.00 Erosion Control Netting, Class B | | | 1370 659A002 43794.000 M2 | 4.62000 202328.28| 6.50000 284661.00| 5.02000 219845.88 Erosion Control Netting, Class C1 | | | 1380 665A000 25.000 HA | 830.00000 20750.00| 1050.00000 26250.00| 891.67000 22291.75 Temporary Seeding | | | 1390 665B000 25.000 HA | 960.00000 24000.00| 1100.00000 27500.00| 1003.13000 25078.25 Temporary Mulching | | | 1400 665F000 200.000 EACH| 6.15000 1230.00| 4.00000 800.00| 8.29000 1658.00 Hay Bales | | | 1410 665H001 6.000 EACH| 816.44000 4898.64| 475.00000 2850.00| 146.81000 880.86 Erosion Control Check Dams, Type 2 | | | 1420 665J000 7655.000 M | 15.00000 114825.00| 9.95000 76167.25| 7.64000 58484.20 Silt Fence, Type A | | | 1430 665K000 300.000 M3 | 17.20000 5160.00| 32.00000 9600.00| 9.07000 2721.00 Drainage Sump Excavation | | | 1440 666A001 34.000 HA | 74.00000 2516.00| 80.00000 2720.00| 27.87000 947.58 Pest Control Treatment | | | 1450 680A000 LUMP| 85000.00000 85000.00| 145000.00000 145000.00| 131250.00000 131250.00 Engineering Controls | | | 1460 701A012 2.000 KM | 328.90000 657.80| 350.00000 700.00| 323.65000 647.30 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1470 701C001 2.000 KM | 328.90000 657.80| 350.00000 700.00| 323.65000 647.30 Solid Temporary Traffic Stripe | | | 1480 703A000 67.000 M2 | 14.81000 992.27| 16.00000 1072.00| 22.43000 1502.81 Traffic Control Markings, Class 1, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -19 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 19074 |(6) 01018 |RACON, INC. |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1490 703D001 67.000 M2 | 14.81000 992.27| 16.00000 1072.00| 22.43000 1502.81 Temporary Traffic Control Markings | | | 1500 710A091 7.000 M2 | 177.86000 1245.02| 180.00000 1260.00| 178.33000 1248.31 Class 4, Aluminum Flat Sign Panels | | | 2.032 mm Thickness (Type III or IV | | | Background) | | | 1510 710B001 40.000 M | 28.90000 1156.00| 32.00000 1280.00| 28.98000 1159.20 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1520 726A000 70.000 M | 150.41000 10528.70| 135.00000 9450.00| 29.51000 2065.70 Portable Concrete Safety Barriers, Type | | | 6 | | | 1530 740B000 135.000 M2 | 99.45000 13425.75| 101.00000 13635.00| 94.74000 12789.90 Construction Signs | | | 1540 740D000 1018.000 EACH| 45.50000 46319.00| 36.00000 36648.00| 45.70000 46522.60 Channelizing Drums | | | 1550 740F002 176.000 EACH| 202.20000 35587.20| 170.00000 29920.00| 235.16000 41388.16 Barricades, Type III | | | 1560 740I005 168.000 EACH| 595.00000 99960.00| 82.00000 13776.00| 741.51000 124573.68 Warning Lights, Type B (Detachable Head)| | | 1570 998A000 LUMP| 0.00000 0.00| 210000.00000 210000.00| 1.06000 1.06 Construction Fuel (Maximum Bid Limited | | | To $ 398000.00) | | | 1580 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 | $ 6,426,403.28| $ 6,467,205.74| $ 7,545,925.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,426,403.28| $ 6,467,205.74| $ 7,545,925.69 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -20 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(7) 07003 | | |R.E. GRILLS CONSTRUCTION CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A000 LUMP| 670000.00000 670000.00| | Clearing & Grubbing (Approximately 57 | | | Hectares) | | | 0020 205A001 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 6 | | | 0080 205A007 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 7 | | | 0090 205A008 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 8 | | | 0100 205A009 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 9 | | | 0110 205A010 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 10 | | | 0120 205A011 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 11 | | | 0130 205A012 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 12 | | | 0140 205A013 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 13 | | | 0150 205A014 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 14 | | | 0160 205A015 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 15 | | | 0170 205A016 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 16 | | | 0180 205A017 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 17 | | | 0190 205A018 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 18 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -21 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(7) 07003 | | |R.E. GRILLS CONSTRUCTION CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 205A019 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 19 | | | 0210 205A020 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 20 | | | 0220 205A021 1.000 EACH| 1200.00000 1200.00| | Removal of Structures, Structure No. 21 | | | 0230 205A022 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 22 | | | 0240 205A023 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 23 | | | 0250 205A024 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 24 | | | 0260 205A025 1.000 EACH| 1200.00000 1200.00| | Removal Of Structures, Structure No. 25 | | | 0270 206C010 1190.000 M2 | 8.00000 9520.00| | Removing Concrete Driveway | | | 0280 206D000 424.000 M | 15.00000 6360.00| | Removing Pipe | | | 0290 210A000 588945.000 M3 | 4.50000 2650252.50| | Unclassified Excavation | | | 0300 210D000 25272.000 M3 | 5.00000 126360.00| | Borrow Excavation | | | 0310 214A000 6902.000 M3 | 16.85000 116298.70| | Structure Excavation | | | 0320 214B000 1983.000 M3 | 9.00000 17847.00| | Foundation Backfill, Local | | | 0330 214B001 765.000 M3 | 31.00000 23715.00| | Foundation Backfill, Commercial | | | 0340 224A000 200.000 M3 | 5.00000 1000.00| | Lime Sink Excavation | | | 0350 224B000 200.000 M3 | 15.00000 3000.00| | Special Backfill For Lime Sink AHD #57, | | | #67, Or #467 | | | 0360 224D000 25.000 M3 | 45.00000 1125.00| | Concrete Seal For Lime Sink | | | 0370 301A004 900.000 M2 | 5.00000 4500.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 100 mm Compacted Thickness | | | 0380 301A012 9690.000 M2 | 6.20000 60078.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -22 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(7) 07003 | | |R.E. GRILLS CONSTRUCTION CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 401A006 9640.000 M2 | 1.60000 15424.00| | Bituminous Treatment G | | | 0400 401A014 5000.000 M2 | 3.50000 17500.00| | Bituminous Treatment KG | | | 0410 405A000 129.000 L | 4.00000 516.00| | Tack Coat | | | 0420 429A240 36.000 MTON| 55.00000 1980.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0430 429A243 50.000 MTON| 65.00000 3250.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 12.5 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | 0440 430B035 6000.000 MTON| 16.00000 96000.00| | Aggregate Surfacing (ALDOT #467, #410 | | | Modified, Or #57) | | | 0450 502A000 226809.000 KG | 1.50000 340213.50| | Steel Reinforcement | | | 0460 524B011 1890.000 M3 | 355.00000 670950.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0470 530A001 1494.000 M | 69.00000 103086.00| | 450 mm Roadway Pipe (Class 3 R.C.) | | | 0480 530A002 240.000 M | 99.00000 23760.00| | 600 mm Roadway Pipe (Class 3 R.C.) | | | 0490 530A003 259.000 M | 165.00000 42735.00| | 750 mm Roadway Pipe (Class 3 R.C.) | | | 0500 530A004 51.000 M | 210.00000 10710.00| | 900 mm Roadway Pipe (Class 3 R.C.) | | | 0510 530A005 44.000 M | 265.00000 11660.00| | 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0520 530A006 57.000 M | 335.00000 19095.00| | 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0530 530A012 41.000 M | 85.00000 3485.00| | 450 mm Roadway Pipe (Class 4 R.C.) | | | 0540 530A013 68.000 M | 110.00000 7480.00| | 600 mm Roadway Pipe (Class 4 R.C.) | | | 0550 530A014 54.000 M | 175.00000 9450.00| | 750 mm Roadway Pipe (Class 4 R.C.) | | | 0560 530A015 47.000 M | 230.00000 10810.00| | 900 mm Roadway Pipe (Class 4 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -23 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(7) 07003 | | |R.E. GRILLS CONSTRUCTION CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 530A016 29.000 M | 310.00000 8990.00| | 1050 mm Roadway Pipe (Class 4 R.C.) | | | 0580 530A019 46.000 M | 500.00000 23000.00| | 1500 mm Roadway Pipe (Class 4 R.C.) | | | 0590 530A024 40.000 M | 145.00000 5800.00| | 600 mm Roadway Pipe (Class 5 R.C.) | | | 0600 530A025 46.000 M | 210.00000 9660.00| | 750 mm Roadway Pipe (Class 5 R.C.) | | | 0610 530A026 47.000 M | 260.00000 12220.00| | 900 mm Roadway Pipe (Class 5 R.C.) | | | 0620 530A101 39.000 M | 96.00000 3744.00| | 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0630 530A102 7.000 M | 115.00000 805.00| | 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0640 530A106 9.000 M | 265.00000 2385.00| | 1200 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0650 530A201 35.000 M | 123.00000 4305.00| | 450 mm Roadway Pipe (2.0 mm Wall | | | Thickness C.C.S.P.I.) | | | 0660 530A800 2.000 M | 98.00000 196.00| | 375 mm Roadway Pipe (2.0 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 0670 530B000 52.000 M | 112.00000 5824.00| | 460 mm Span X 280 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0680 535A001 299.000 M | 74.00000 22126.00| | 450 mm Side Drain Pipe | | | 0690 535A002 98.000 M | 100.00000 9800.00| | 600 mm Side Drain Pipe | | | 0700 535A003 26.000 M | 126.00000 3276.00| | 750 mm Side Drain Pipe | | | 0710 535A089 20.000 M | 325.00000 6500.00| | 1200 mm Side Drain Pipe (Class 3 R.C.) | | | 0720 535A651 144.000 M | 70.00000 10080.00| | 450 mm Side Drain Pipe (Temporary) | | | 0730 600A000 LUMP| 700000.00000 700000.00| | Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -24 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(7) 07003 | | |R.E. GRILLS CONSTRUCTION CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 601A000 1.000 EACH| 10000.00000 10000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0750 602A000 125.000 EACH| 86.00000 10750.00| | Right Of Way Markers | | | 0760 602B000 4.000 EACH| 115.00000 460.00| | Land Survey Markers | | | 0770 603A002 1.000 EACH| 12850.00000 12850.00| | Furnishing Type 3 Field Office | | | 0780 605B000 8.000 EACH| 175.00000 1400.00| | Special Underdrain Outlet, Type A | | | 0790 606A000 2000.000 M | 27.00000 54000.00| | 150 mm Underdrain Pipe | | | 0800 610C001 2909.000 MTON| 24.00000 69816.00| | Loose Riprap, Class 2 | | | 0810 610C002 75.000 MTON| 35.00000 2625.00| | Loose Riprap, Class 3 | | | 0820 610D000 2224.000 M2 | 2.00000 4448.00| | Filter Blanket | | | 0830 614A000 801.000 M3 | 200.00000 160200.00| | Slope Paving | | | 0840 618B003 345.000 M2 | 41.00000 14145.00| | Concrete Driveway, 150 mm Thick | | | (Includes Wire Mesh) | | | 0850 619A002 36.000 EACH| 800.00000 28800.00| | 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0860 619A003 12.000 EACH| 900.00000 10800.00| | 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0870 619A004 10.000 EACH| 1100.00000 11000.00| | 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0880 619A005 4.000 EACH| 1200.00000 4800.00| | 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0890 619A006 2.000 EACH| 1300.00000 2600.00| | 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0900 619A007 1.000 EACH| 2100.00000 2100.00| | 1200 mm Roadway Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -25 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(7) 07003 | | |R.E. GRILLS CONSTRUCTION CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0910 619A009 1.000 EACH| 2900.00000 2900.00| | 1500 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0920 619A101 45.000 EACH| 725.00000 32625.00| | 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0930 619A102 14.000 EACH| 900.00000 12600.00| | 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0940 619A103 2.000 EACH| 1100.00000 2200.00| | 750 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0950 619A106 2.000 EACH| 2000.00000 4000.00| | 1200 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0960 619B015 1.000 EACH| 850.00000 850.00| | 460 mm Span, 280 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0970 620A000 5.000 M3 | 550.00000 2750.00| | Minor Structure Concrete | | | 0980 621A000 20.000 EACH| 1000.00000 20000.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0990 621A001 4.000 EACH| 2500.00000 10000.00| | Junction Boxes, Type 1, 2P Or 5 | | | 1000 621A004 1.000 EACH| 1700.00000 1700.00| | Junction Boxes, Type 4 | | | 1010 621A010 4.000 EACH| 1600.00000 6400.00| | Junction Boxes, Type 3 | | | 1020 621A016 12.000 EACH| 2400.00000 28800.00| | Junction Boxes, Type 4, 1P Or 5 | | | 1030 621A017 6.000 EACH| 2900.00000 17400.00| | Junction Boxes, Type 4, 2P Or 5 | | | 1040 621A022 2.000 EACH| 2400.00000 4800.00| | Junction Boxes, Type 1 (Modified) | | | 1050 621A034 1.000 EACH| 2300.00000 2300.00| | Junction Boxes, Type 4 (Modified) | | | 1060 621B000 14.000 EACH| 750.00000 10500.00| | Junction Box Units, Type 1, 1P Or 5 | | | 1070 621B001 4.000 EACH| 1300.00000 5200.00| | Junction Box Units, Type 1, 2P Or 5 | | | 1080 621B004 1.000 EACH| 1100.00000 1100.00| | Junction Box Units, Type 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -26 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(7) 07003 | | |R.E. GRILLS CONSTRUCTION CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1090 621B013 11.000 EACH| 950.00000 10450.00| | Junction Box Units, Type 4, 1P Or 5 | | | 1100 621B019 8.000 EACH| 1300.00000 10400.00| | Junction Box Units, Type 4, 2P Or 5 | | | 1110 621B025 1.000 EACH| 1650.00000 1650.00| | Junction Box Units, Type 4 (Modified) | | | 1120 621B034 2.000 EACH| 1500.00000 3000.00| | Junction Box Units, Type 1 (Modified) | | | 1130 621C019 1.000 EACH| 2000.00000 2000.00| | Inlets, Type X | | | 1140 621C020 49.000 EACH| 1400.00000 68600.00| | Inlets, Type Y | | | 1150 621D019 55.000 EACH| 525.00000 28875.00| | Inlet Units, Type Y | | | 1160 641A049 2460.000 M | 41.00000 100860.00| | 152.4 Millimeter P.V.C. Water Main Laid | | | 1170 641A052 2230.000 M | 43.00000 95890.00| | 203.2 Millimeter P.V.C. Water Main Laid | | | 1180 641A064 8535.000 M | 58.00000 495030.00| | 304.8 Millimeter P.V.C. Water Main Laid | | | 1190 642A000 8.000 EACH| 2000.00000 16000.00| | Fire Hydrant Reset | | | 1200 643A000 61.000 EACH| 400.00000 24400.00| | Water Meters Reset | | | 1210 643B000 47.000 EACH| 60.00000 2820.00| | Valve Boxes Reset | | | 1220 649A033 135.000 M | 360.00000 48600.00| | 406.4 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1230 649A036 145.000 M | 410.00000 59450.00| | 609.6 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1240 650A000 1572.000 M3 | 8.00000 12576.00| | Topsoil | | | 1250 650B000 32428.000 M3 | 6.00000 194568.00| | Topsoil From Stockpiles | | | 1260 652A050 22.000 HA | 1483.00000 32626.00| | Seeding (Mix 1A) | | | 1270 652A053 8.000 HA | 1483.00000 11864.00| | Seeding (Mix 1E) | | | 1280 652B050 22.000 HA | 1297.00000 28534.00| | Temporary Seeding (Mix 1AT) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -27 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(7) 07003 | | |R.E. GRILLS CONSTRUCTION CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1290 652C000 44.000 HA | 111.00000 4884.00| | Mowing | | | 1300 652D050 22.000 HA | 1500.00000 33000.00| | Seeding In Stubble (Mix 1A) | | | 1310 654A000 1811.000 M2 | 4.20000 7606.20| | Solid Sodding | | | 1320 656A000 44.000 HA | 741.00000 32604.00| | Mulching, Class A, Type 1 | | | 1330 656A001 8.000 HA | 988.00000 7904.00| | Mulching, Class A, Type 2 | | | 1340 658A001 4.000 HA | 2718.00000 10872.00| | Hydro-Seeding & Mulching (Mix 1E) | | | 1350 659A000 5000.000 M2 | 2.00000 10000.00| | Erosion Control Netting, Class A | | | 1360 659A001 5000.000 M2 | 2.00000 10000.00| | Erosion Control Netting, Class B | | | 1370 659A002 43794.000 M2 | 7.10000 310937.40| | Erosion Control Netting, Class C1 | | | 1380 665A000 25.000 HA | 927.00000 23175.00| | Temporary Seeding | | | 1390 665B000 25.000 HA | 865.00000 21625.00| | Temporary Mulching | | | 1400 665F000 200.000 EACH| 4.00000 800.00| | Hay Bales | | | 1410 665H001 6.000 EACH| 500.00000 3000.00| | Erosion Control Check Dams, Type 2 | | | 1420 665J000 7655.000 M | 13.00000 99515.00| | Silt Fence, Type A | | | 1430 665K000 300.000 M3 | 15.00000 4500.00| | Drainage Sump Excavation | | | 1440 666A001 34.000 HA | 86.00000 2924.00| | Pest Control Treatment | | | 1450 680A000 LUMP| 160000.00000 160000.00| | Engineering Controls | | | 1460 701A012 2.000 KM | 1000.00000 2000.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1470 701C001 2.000 KM | 0.20000 0.40| | Solid Temporary Traffic Stripe | | | 1480 703A000 67.000 M2 | 18.00000 1206.00| | Traffic Control Markings, Class 1, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 003 -28 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000630003 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(7) 07003 | | |R.E. GRILLS CONSTRUCTION CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1490 703D001 67.000 M2 | 10.00000 670.00| | Temporary Traffic Control Markings | | | 1500 710A091 7.000 M2 | 180.00000 1260.00| | Class 4, Aluminum Flat Sign Panels | | | 2.032 mm Thickness (Type III or IV | | | Background) | | | 1510 710B001 40.000 M | 24.00000 960.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1520 726A000 70.000 M | 120.00000 8400.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1530 740B000 135.000 M2 | 140.00000 18900.00| | Construction Signs | | | 1540 740D000 1018.000 EACH| 55.00000 55990.00| | Channelizing Drums | | | 1550 740F002 176.000 EACH| 450.00000 79200.00| | Barricades, Type III | | | 1560 740I005 168.000 EACH| 600.00000 100800.00| | Warning Lights, Type B (Detachable Head)| | | 1570 998A000 LUMP| 100000.00000 100000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 398000.00) | | | 1580 999 000 6000.000 HOUR| 0.80000 4800.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 8,869,516.70| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,869,516.70| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20000630004 COUNTIES : RUSSELL LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 CONTRACT TIME : 300 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-178(12) for constructing the Grade, Drain, Bridges (Dual), and Bridge Culvert on S.R. #1 (U.S. #431) from south of Seale to the extisting four lane north of Seale. Length - 6.068 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14001 NEWELL ROADBUILDERS, INC. $ 6,259,450.76 100.0000% 2 14003 W. S. NEWELL, INC. $ 6,327,493.56 101.0870% 3 30002 ELLARD CONTR. CO., INC. & ELLARD CONSTR., INC. $ 6,651,072.65 106.2564% 4 18046 REESE & HOWELL, INC. $ 6,746,567.48 107.7821% 5 04014 DUBOSE CONSTRUCTION, LLC $ 6,996,565.55 111.7760% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000630004 COUNTIES : RUSSELL LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 14001 |(2) 14003 |(3) 30002 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 201A000 LUMP| 170000.00000 170000.00| 154000.00000 154000.00| 550000.00000 550000.00 Clearing & Grubbing (Approximately 219 | | | Acres) | | | 0020 204A000 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 2500.00000 2500.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 1.00000 1.00| 700.00000 700.00| 400.00000 400.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 1.00000 1.00| 700.00000 700.00| 400.00000 400.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 1.00000 1.00| 700.00000 700.00| 1600.00000 1600.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 1.00000 1.00| 700.00000 700.00| 3000.00000 3000.00 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 1.00000 1.00| 700.00000 700.00| 1100.00000 1100.00 Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 1.00000 1.00| 700.00000 700.00| 3000.00000 3000.00 Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 1.00000 1.00| 700.00000 700.00| 100.00000 100.00 Removal Of Structures, Structure No. 7 | | | 0100 210A000 1771797.000 CYIP| 1.05000 1860386.85| 1.08000 1913540.76| 1.08000 1913540.76 Unclassified Excavation | | | 0110 210D000 271630.000 CYIP| 2.17000 589437.10| 2.20000 597586.00| 1.90000 516097.00 Borrow Excavation | | | 0120 214A000 13254.000 CUYD| 2.25000 29821.50| 2.50000 33135.00| 3.00000 39762.00 Structure Excavation | | | 0130 214B001 4105.000 CUYD| 0.01000 41.05| 0.01000 41.05| 30.00000 123150.00 Foundation Backfill, Commercial | | | 0140 215A000 95.000 CUYD| 12.00000 1140.00| 20.00000 1900.00| 12.00000 1140.00 Unclassified Bridge Excavation | | | 0150 215B000 LUMP| 5000.00000 5000.00| 1500.00000 1500.00| 5000.00000 5000.00 Cofferdams Or Sheeting And Shoring STA | | | 136+99, NBR | | | 0160 215B001 LUMP| 5000.00000 5000.00| 1500.00000 1500.00| 5000.00000 5000.00 Cofferdams Or Sheeting And Shoring STA | | | 136+99, SBR | | | 0170 250B000 75.000 CUYD| 120.00000 9000.00| 113.12000 8484.00| 132.00000 9900.00 Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0180 250C000 2.000 EACH| 3800.00000 7600.00| 3605.70000 7211.40| 5895.00000 11790.00 Underground Storage Tank Removal | | | (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000630004 COUNTIES : RUSSELL LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 14001 |(2) 14003 |(3) 30002 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 301A012 2170.000 SYCP| 5.00000 10850.00| 5.04000 10936.80| 5.00000 10850.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0200 430B012 500.000 TNCP| 20.00000 10000.00| 20.00000 10000.00| 14.50000 7250.00 Aggregate Surfacing (AHD #410 Or #467) | | | 0210 502A000 300622.000 LB | 0.51000 153317.22| 0.47000 141292.34| 0.52000 156323.44 Steel Reinforcement | | | 0220 502B000 LUMP| 38000.00000 38000.00| 28000.00000 28000.00| 38000.00000 38000.00 Steel Reinforcement For Bridge | | | Superstructure (STA 136+99 NBR, APPROX | | | 56000 LBS) | | | 0230 502B001 LUMP| 38000.00000 38000.00| 28000.00000 28000.00| 38000.00000 38000.00 Steel Reinforcement For Bridge | | | Superstructure (STA 136+99 SBR, APPROX | | | 56000 LBS) | | | 0240 505A002 2.000 EACH| 1100.00000 2200.00| 4000.00000 8000.00| 1100.00000 2200.00 Steel Test Piles (HP 12x53) | | | 0250 505B057 2.000 EACH| 500.00000 1000.00| 2000.00000 4000.00| 500.00000 1000.00 Static Loading Tests (HP 12x53) | | | 0260 505C002 3455.000 LF | 19.00000 65645.00| 23.00000 79465.00| 19.00000 65645.00 Steel Piling (HP 12x53) | | | 0270 508A000 10100.000 LB | 2.00000 20200.00| 1.90000 19190.00| 2.00000 20200.00 Structural Steel | | | 0280 510A000 266.000 CUYD| 262.00000 69692.00| 290.00000 77140.00| 262.00000 69692.00 Bridge Substructure Concrete, Class A | | | 0290 510C051 LUMP| 92609.00000 92609.00| 87000.00000 87000.00| 92609.00000 92609.00 Bridge Concrete Superstructure, STA | | | 136+99 NBR, APPROX 238 CU YD | | | 0300 510C052 LUMP| 92609.00000 92609.00| 87000.00000 87000.00| 92609.00000 92609.00 Bridge Concrete Superstructure, STA | | | 136+99 SBR, APPROX 238 CU YD | | | 0310 510E000 1424.000 SQYD| 2.12000 3018.88| 2.45000 3488.80| 2.05000 2919.20 Grooving Concrete Bridge Decks | | | 0320 511A001 40.000 EACH| 110.00000 4400.00| 145.00000 5800.00| 110.00000 4400.00 Elastomeric Bearings, Type 2 | | | 0330 513B015 1770.000 LF | 90.00000 159300.00| 110.00000 194700.00| 90.00000 159300.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0340 524A011 1383.000 CUYD| 325.00000 449475.00| 325.00000 449475.00| 330.00000 456390.00 Culvert Concrete (Cast In Place) | | | 0350 530A001 3243.000 LF | 21.00000 68103.00| 21.00000 68103.00| 22.00000 71346.00 18" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000630004 COUNTIES : RUSSELL LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 14001 |(2) 14003 |(3) 30002 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 530A002 1873.000 LF | 30.00000 56190.00| 31.00000 58063.00| 33.00000 61809.00 24" Roadway Pipe (Class 3 R.C.) | | | 0370 530A003 955.000 LF | 41.00000 39155.00| 42.50000 40587.50| 44.00000 42020.00 30" Roadway Pipe (Class 3 R.C.) | | | 0380 530A004 1171.000 LF | 53.00000 62063.00| 53.00000 62063.00| 60.00000 70260.00 36" Roadway Pipe (Class 3 R.C.) | | | 0390 530A006 264.000 LF | 85.50000 22572.00| 84.00000 22176.00| 90.00000 23760.00 48" Roadway Pipe (Class 3 R.C.) | | | 0400 530A007 446.000 LF | 103.50000 46161.00| 100.00000 44600.00| 109.00000 48614.00 54" Roadway Pipe (Class 3 R.C.) | | | 0410 530A013 128.000 LF | 32.50000 4160.00| 33.50000 4288.00| 35.00000 4480.00 24" Roadway Pipe (Class 4 R.C.) | | | 0420 530A015 608.000 LF | 56.50000 34352.00| 57.00000 34656.00| 63.00000 38304.00 36" Roadway Pipe (Class 4 R.C.) | | | 0430 530A016 640.000 LF | 86.00000 55040.00| 86.50000 55360.00| 90.00000 57600.00 42" Roadway Pipe (Class 4 R.C.) | | | 0440 530A023 25.000 LF | 50.00000 1250.00| 29.50000 737.50| 30.00000 750.00 18" Roadway Pipe (Class 5 R.C.) | | | 0450 530A025 634.000 LF | 59.00000 37406.00| 60.50000 38357.00| 64.00000 40576.00 30" Roadway Pipe (Class 5 R.C.) | | | 0460 530A026 272.000 LF | 73.00000 19856.00| 74.00000 20128.00| 78.00000 21216.00 36" Roadway Pipe (Class 5 R.C.) | | | 0470 530A027 912.000 LF | 98.50000 89832.00| 99.00000 90288.00| 103.00000 93936.00 42" Roadway Pipe (Class 5 R.C.) | | | 0480 530A800 120.000 LF | 20.00000 2400.00| 22.00000 2640.00| 18.00000 2160.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0490 530A900 35.000 LF | 23.00000 805.00| 26.00000 910.00| 22.00000 770.00 18" Roadway Pipe (14 Gauge C.C.M.) | | | 0500 535A080 704.000 LF | 19.00000 13376.00| 20.00000 14080.00| 21.00000 14784.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0510 535A085 706.000 LF | 25.00000 17650.00| 30.00000 21180.00| 27.00000 19062.00 24" Side Drain Pipe (Class 3 R.C.) | | | 0520 600A000 LUMP| 184000.00000 184000.00| 58500.00000 58500.00| 166706.00000 166706.00 Mobilization | | | 0530 601A000 1.000 EACH| 4000.00000 4000.00| 2500.00000 2500.00| 4500.00000 4500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0540 602A000 210.000 EACH| 75.00000 15750.00| 55.00000 11550.00| 80.00000 16800.00 Right Of Way Markers | | | 0550 602B000 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 100.00000 100.00 Land Survey Markers | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000630004 COUNTIES : RUSSELL LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 14001 |(2) 14003 |(3) 30002 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 602C000 15.000 EACH| 125.00000 1875.00| 105.00000 1575.00| 125.00000 1875.00 Permanent Easement Marker | | | 0570 606A000 2000.000 LF | 10.00000 20000.00| 8.00000 16000.00| 7.00000 14000.00 6" Underdrain Pipe | | | 0580 610C001 5153.000 TON | 24.00000 123672.00| 20.00000 103060.00| 19.50000 100483.50 Loose Riprap, Class 2 | | | 0590 610D000 3875.000 SQYD| 3.25000 12593.75| 1.85000 7168.75| 2.50000 9687.50 Filter Blanket | | | 0600 614A000 1097.000 CUYD| 165.00000 181005.00| 200.00000 219400.00| 200.00000 219400.00 Slope Paving | | | 0610 614A001 87.000 CUYD| 160.00000 13920.00| 210.00000 18270.00| 160.00000 13920.00 Slope Paving (Under Bridges) | | | 0620 617A000 11684.000 SQYD| 0.25000 2921.00| 1.75000 20447.00| 1.75000 20447.00 Bituminous Treated Glass Fiber Flumes | | | 0630 619A002 28.000 EACH| 325.00000 9100.00| 450.00000 12600.00| 450.00000 12600.00 18" Roadway Pipe End Treatment, Class 1 | | | 0640 619A003 16.000 EACH| 350.00000 5600.00| 550.00000 8800.00| 530.00000 8480.00 24" Roadway Pipe End Treatment, Class 1 | | | 0650 619A004 6.000 EACH| 400.00000 2400.00| 725.00000 4350.00| 900.00000 5400.00 30" Roadway Pipe End Treatment, Class 1 | | | 0660 619A005 11.000 EACH| 550.00000 6050.00| 900.00000 9900.00| 1000.00000 11000.00 36" Roadway Pipe End Treatment, Class 1 | | | 0670 619A006 5.000 EACH| 625.00000 3125.00| 1250.00000 6250.00| 1150.00000 5750.00 42" Roadway Pipe End Treatment, Class 1 | | | 0680 619A007 1.000 EACH| 900.00000 900.00| 1550.00000 1550.00| 1200.00000 1200.00 48" Roadway Pipe End Treatment, Class 1 | | | 0690 619A008 6.000 EACH| 1050.00000 6300.00| 1950.00000 11700.00| 1800.00000 10800.00 54" Roadway Pipe End Treatment, Class 1 | | | 0700 619A101 20.000 EACH| 325.00000 6500.00| 450.00000 9000.00| 450.00000 9000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0710 619A102 18.000 EACH| 350.00000 6300.00| 550.00000 9900.00| 550.00000 9900.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0720 620A000 1.000 CUYD| 500.00000 500.00| 1000.00000 1000.00| 525.00000 525.00 Minor Structure Concrete | | | 0730 621A000 8.000 EACH| 1500.00000 12000.00| 1850.00000 14800.00| 1800.00000 14400.00 Junction Boxes, Type 1, 1P Or 5 | | | 0740 621A001 4.000 EACH| 1500.00000 6000.00| 2000.00000 8000.00| 1850.00000 7400.00 Junction Boxes, Type 1, 2P Or 5 | | | 0750 621A010 2.000 EACH| 1500.00000 3000.00| 2250.00000 4500.00| 2500.00000 5000.00 Junction Boxes, Type 3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000630004 COUNTIES : RUSSELL LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 14001 |(2) 14003 |(3) 30002 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 621A016 2.000 EACH| 2500.00000 5000.00| 3750.00000 7500.00| 3000.00000 6000.00 Junction Boxes, Type 4, 1P Or 5 | | | 0770 621A017 5.000 EACH| 2500.00000 12500.00| 3750.00000 18750.00| 3500.00000 17500.00 Junction Boxes, Type 4, 2P Or 5 | | | 0780 621B000 2.000 EACH| 350.00000 700.00| 550.00000 1100.00| 450.00000 900.00 Junction Box Units, Type 1, 1P Or 5 | | | 0790 621B001 4.000 EACH| 350.00000 1400.00| 600.00000 2400.00| 550.00000 2200.00 Junction Box Units, Type 1, 2P Or 5 | | | 0800 621B019 5.000 EACH| 450.00000 2250.00| 750.00000 3750.00| 650.00000 3250.00 Junction Box Units, Type 4, 2P Or 5 | | | 0810 621C000 1.000 EACH| 4500.00000 4500.00| 4500.00000 4500.00| 4250.00000 4250.00 Inlets, Type AB | | | 0820 621C020 56.000 EACH| 1500.00000 84000.00| 1450.00000 81200.00| 1500.00000 84000.00 Inlets, Type Y | | | 0830 621C027 3.000 EACH| 1300.00000 3900.00| 1650.00000 4950.00| 1500.00000 4500.00 Inlets, Type C | | | 0840 621C101 1.000 EACH| 3000.00000 3000.00| 3200.00000 3200.00| 3000.00000 3000.00 Inlets, Type GH (Modified) | | | 0850 621C113 2.000 EACH| 4500.00000 9000.00| 4500.00000 9000.00| 4750.00000 9500.00 Inlets, Type IJ (Modified) | | | 0860 621D019 67.000 EACH| 350.00000 23450.00| 475.00000 31825.00| 450.00000 30150.00 Inlet Units, Type Y | | | 0870 621I000 2.000 EACH| 1650.00000 3300.00| 3750.00000 7500.00| 3500.00000 7000.00 Stilling Basins, Type 00 | | | 0880 621I001 4.000 EACH| 3500.00000 14000.00| 6000.00000 24000.00| 6000.00000 24000.00 Stilling Basins, Type 1 | | | 0890 621I002 2.000 EACH| 6540.00000 13080.00| 9000.00000 18000.00| 8000.00000 16000.00 Stilling Basins, Type 2 | | | 0900 621I003 3.000 EACH| 7000.00000 21000.00| 10500.00000 31500.00| 11000.00000 33000.00 Stilling Basins, Type 3 | | | 0910 621I004 1.000 EACH| 10000.00000 10000.00| 17000.00000 17000.00| 16750.00000 16750.00 Stilling Basins, Type 4 | | | 0920 630A000 150.000 LF | 18.50000 2775.00| 18.50000 2775.00| 12.50000 1875.00 Steel Beam Guardrail, Class A, Type 1 | | | 0930 630C050 2.000 EACH| 2100.00000 4200.00| 2100.00000 4200.00| 1950.00000 3900.00 Guardrail End Anchor, Type 20 Series | | | 0940 650B000 45573.000 CYIP| 1.50000 68359.50| 1.50000 68359.50| 1.50000 68359.50 Topsoil From Stockpiles | | | 0950 652A054 62.000 ACRE| 725.00000 44950.00| 500.00000 31000.00| 500.00000 31000.00 Seeding (Mix 2A) | | | 0960 652A056 42.000 ACRE| 800.00000 33600.00| 500.00000 21000.00| 500.00000 21000.00 Seeding (Mix 2E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000630004 COUNTIES : RUSSELL LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 14001 |(2) 14003 |(3) 30002 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 652B053 62.000 ACRE| 1.00000 62.00| 250.00000 15500.00| 250.00000 15500.00 Temporary Seeding (Mix 2AT) | | | 0980 652D054 62.000 ACRE| 1.00000 62.00| 400.00000 24800.00| 400.00000 24800.00 Seeding In Stubble (Mix 2A) | | | 0990 654A001 3275.000 SQYD| 5.00000 16375.00| 3.00000 9825.00| 3.00000 9825.00 Solid Sodding (Bermuda) | | | 1000 656A000 124.000 ACRE| 650.00000 80600.00| 450.00000 55800.00| 450.00000 55800.00 Mulching, Class A, Type 1 | | | 1010 656A001 42.000 ACRE| 700.00000 29400.00| 450.00000 18900.00| 450.00000 18900.00 Mulching, Class A, Type 2 | | | 1020 659A001 6274.000 SQYD| 3.00000 18822.00| 1.50000 9411.00| 1.50000 9411.00 Erosion Control Netting, Class B | | | 1030 665A000 100.000 ACRE| 250.00000 25000.00| 250.00000 25000.00| 250.00000 25000.00 Temporary Seeding | | | 1040 665B000 100.000 ACRE| 350.00000 35000.00| 300.00000 30000.00| 300.00000 30000.00 Temporary Mulching | | | 1050 665C000 1720.000 LF | 10.00000 17200.00| 10.00000 17200.00| 15.00000 25800.00 15" Temporary Pipe | | | 1060 665F000 1494.000 EACH| 4.00000 5976.00| 4.00000 5976.00| 5.75000 8590.50 Hay Bales | | | 1070 665G000 775.000 EACH| 0.01000 7.75| 2.25000 1743.75| 6.00000 4650.00 Sand Bags | | | 1080 665I000 1410.000 TON | 24.00000 33840.00| 20.00000 28200.00| 19.50000 27495.00 Temporary Riprap, Class 2 | | | 1090 665J000 28435.000 LF | 3.50000 99522.50| 3.05000 86726.75| 3.25000 92413.75 Silt Fence, Type A | | | 1100 665K000 1052.000 CUYD| 4.00000 4208.00| 3.00000 3156.00| 5.00000 5260.00 Drainage Sump Excavation | | | 1110 666A001 166.000 ACRE| 0.01000 1.66| 0.01000 1.66| 16.00000 2656.00 Pest Control Treatment | | | 1120 680A000 LUMP| 103500.00000 103500.00| 94200.00000 94200.00| 155000.00000 155000.00 Engineering Controls | | | 1130 740B000 922.000 SQFT| 13.00000 11986.00| 10.00000 9220.00| 12.75000 11755.50 Construction Signs | | | 1140 740D000 150.000 EACH| 71.00000 10650.00| 60.00000 9000.00| 63.25000 9487.50 Channelizing Drums | | | 1150 740E000 50.000 EACH| 0.01000 0.50| 12.00000 600.00| 12.75000 637.50 Cones (36 Inches High) | | | 1160 740F002 100.000 EACH| 250.00000 25000.00| 250.00000 25000.00| 264.00000 26400.00 Barricades, Type III | | | 1170 740I005 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 843.00000 843.00 Warning Lights, Type B (Detachable Head)| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000630004 COUNTIES : RUSSELL LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 14001 |(2) 14003 |(3) 30002 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 740M000 50.000 EACH| 0.01000 0.50| 2.00000 100.00| 8.50000 425.00 Weight For Cone | | | 1190 998A000 LUMP| 283340.00000 283340.00| 359000.00000 359000.00| 10000.00000 10000.00 Construction Fuel (Maximum Bid Limited | | | To $ 359,000.00) | | | 1200 999 000 8250.000 HOUR| 0.80000 6600.00| 0.80000 6600.00| 0.80000 6600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,259,450.76| $ 6,327,493.56| $ 6,651,072.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,259,450.76| $ 6,327,493.56| $ 6,651,072.65 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000630004 COUNTIES : RUSSELL LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 18046 |(5) 04014 | |REESE & HOWELL, INC. |DUBOSE CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 201A000 LUMP| 200000.00000 200000.00| 360000.00000 360000.00| Clearing & Grubbing (Approximately 219 | | | Acres) | | | 0020 204A000 1.000 EACH| 1500.00000 1500.00| 550.00000 550.00| Closing Water Well | | | 0030 205A001 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 7 | | | 0100 210A000 1771797.000 CYIP| 1.31000 2321054.07| 1.19000 2108438.43| Unclassified Excavation | | | 0110 210D000 271630.000 CYIP| 2.51000 681791.30| 2.50000 679075.00| Borrow Excavation | | | 0120 214A000 13254.000 CUYD| 3.00000 39762.00| 4.80000 63619.20| Structure Excavation | | | 0130 214B001 4105.000 CUYD| 30.00000 123150.00| 26.50000 108782.50| Foundation Backfill, Commercial | | | 0140 215A000 95.000 CUYD| 12.00000 1140.00| 12.00000 1140.00| Unclassified Bridge Excavation | | | 0150 215B000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| Cofferdams Or Sheeting And Shoring STA | | | 136+99, NBR | | | 0160 215B001 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| Cofferdams Or Sheeting And Shoring STA | | | 136+99, SBR | | | 0170 250B000 75.000 CUYD| 140.00000 10500.00| 35.00000 2625.00| Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0180 250C000 2.000 EACH| 1000.00000 2000.00| 5000.00000 10000.00| Underground Storage Tank Removal | | | (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000630004 COUNTIES : RUSSELL LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 18046 |(5) 04014 | |REESE & HOWELL, INC. |DUBOSE CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 301A012 2170.000 SYCP| 5.05000 10958.50| 5.75000 12477.50| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0200 430B012 500.000 TNCP| 15.75000 7875.00| 21.25000 10625.00| Aggregate Surfacing (AHD #410 Or #467) | | | 0210 502A000 300622.000 LB | 0.50000 150311.00| 0.54000 162335.88| Steel Reinforcement | | | 0220 502B000 LUMP| 38000.00000 38000.00| 38000.00000 38000.00| Steel Reinforcement For Bridge | | | Superstructure (STA 136+99 NBR, APPROX | | | 56000 LBS) | | | 0230 502B001 LUMP| 38000.00000 38000.00| 38000.00000 38000.00| Steel Reinforcement For Bridge | | | Superstructure (STA 136+99 SBR, APPROX | | | 56000 LBS) | | | 0240 505A002 2.000 EACH| 1100.00000 2200.00| 1100.00000 2200.00| Steel Test Piles (HP 12x53) | | | 0250 505B057 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| Static Loading Tests (HP 12x53) | | | 0260 505C002 3455.000 LF | 19.00000 65645.00| 19.00000 65645.00| Steel Piling (HP 12x53) | | | 0270 508A000 10100.000 LB | 2.00000 20200.00| 2.00000 20200.00| Structural Steel | | | 0280 510A000 266.000 CUYD| 262.00000 69692.00| 262.00000 69692.00| Bridge Substructure Concrete, Class A | | | 0290 510C051 LUMP| 92609.00000 92609.00| 92609.00000 92609.00| Bridge Concrete Superstructure, STA | | | 136+99 NBR, APPROX 238 CU YD | | | 0300 510C052 LUMP| 92609.00000 92609.00| 92609.00000 92609.00| Bridge Concrete Superstructure, STA | | | 136+99 SBR, APPROX 238 CU YD | | | 0310 510E000 1424.000 SQYD| 2.12000 3018.88| 2.12000 3018.88| Grooving Concrete Bridge Decks | | | 0320 511A001 40.000 EACH| 110.00000 4400.00| 110.00000 4400.00| Elastomeric Bearings, Type 2 | | | 0330 513B015 1770.000 LF | 90.00000 159300.00| 90.00000 159300.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0340 524A011 1383.000 CUYD| 330.00000 456390.00| 350.00000 484050.00| Culvert Concrete (Cast In Place) | | | 0350 530A001 3243.000 LF | 19.75000 64049.25| 19.00000 61617.00| 18" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000630004 COUNTIES : RUSSELL LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 18046 |(5) 04014 | |REESE & HOWELL, INC. |DUBOSE CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 530A002 1873.000 LF | 27.75000 51975.75| 25.00000 46825.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0370 530A003 955.000 LF | 37.75000 36051.25| 35.00000 33425.00| 30" Roadway Pipe (Class 3 R.C.) | | | 0380 530A004 1171.000 LF | 49.75000 58257.25| 46.00000 53866.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0390 530A006 264.000 LF | 77.50000 20460.00| 72.00000 19008.00| 48" Roadway Pipe (Class 3 R.C.) | | | 0400 530A007 446.000 LF | 95.25000 42481.50| 95.00000 42370.00| 54" Roadway Pipe (Class 3 R.C.) | | | 0410 530A013 128.000 LF | 30.50000 3904.00| 29.00000 3712.00| 24" Roadway Pipe (Class 4 R.C.) | | | 0420 530A015 608.000 LF | 53.25000 32376.00| 53.00000 32224.00| 36" Roadway Pipe (Class 4 R.C.) | | | 0430 530A016 640.000 LF | 79.50000 50880.00| 86.00000 55040.00| 42" Roadway Pipe (Class 4 R.C.) | | | 0440 530A023 25.000 LF | 27.75000 693.75| 38.00000 950.00| 18" Roadway Pipe (Class 5 R.C.) | | | 0450 530A025 634.000 LF | 55.75000 35345.50| 54.00000 34236.00| 30" Roadway Pipe (Class 5 R.C.) | | | 0460 530A026 272.000 LF | 68.75000 18700.00| 69.00000 18768.00| 36" Roadway Pipe (Class 5 R.C.) | | | 0470 530A027 912.000 LF | 92.50000 84360.00| 100.00000 91200.00| 42" Roadway Pipe (Class 5 R.C.) | | | 0480 530A800 120.000 LF | 16.00000 1920.00| 20.00000 2400.00| 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0490 530A900 35.000 LF | 20.00000 700.00| 25.00000 875.00| 18" Roadway Pipe (14 Gauge C.C.M.) | | | 0500 535A080 704.000 LF | 18.25000 12848.00| 22.00000 15488.00| 18" Side Drain Pipe (Class 3 R.C.) | | | 0510 535A085 706.000 LF | 22.50000 15885.00| 24.50000 17297.00| 24" Side Drain Pipe (Class 3 R.C.) | | | 0520 600A000 LUMP| 200000.00000 200000.00| 225000.00000 225000.00| Mobilization | | | 0530 601A000 1.000 EACH| 1.00000 1.00| 5000.00000 5000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0540 602A000 210.000 EACH| 67.00000 14070.00| 75.00000 15750.00| Right Of Way Markers | | | 0550 602B000 1.000 EACH| 75.00000 75.00| 150.00000 150.00| Land Survey Markers | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000630004 COUNTIES : RUSSELL LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 18046 |(5) 04014 | |REESE & HOWELL, INC. |DUBOSE CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 602C000 15.000 EACH| 115.00000 1725.00| 150.00000 2250.00| Permanent Easement Marker | | | 0570 606A000 2000.000 LF | 7.00000 14000.00| 8.00000 16000.00| 6" Underdrain Pipe | | | 0580 610C001 5153.000 TON | 21.61000 111356.33| 25.00000 128825.00| Loose Riprap, Class 2 | | | 0590 610D000 3875.000 SQYD| 2.14000 8292.50| 2.25000 8718.75| Filter Blanket | | | 0600 614A000 1097.000 CUYD| 190.00000 208430.00| 200.00000 219400.00| Slope Paving | | | 0610 614A001 87.000 CUYD| 160.00000 13920.00| 160.00000 13920.00| Slope Paving (Under Bridges) | | | 0620 617A000 11684.000 SQYD| 2.80000 32715.20| 1.75000 20447.00| Bituminous Treated Glass Fiber Flumes | | | 0630 619A002 28.000 EACH| 435.00000 12180.00| 450.00000 12600.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0640 619A003 16.000 EACH| 550.00000 8800.00| 530.00000 8480.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0650 619A004 6.000 EACH| 750.00000 4500.00| 900.00000 5400.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0660 619A005 11.000 EACH| 1000.00000 11000.00| 1000.00000 11000.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0670 619A006 5.000 EACH| 1250.00000 6250.00| 1150.00000 5750.00| 42" Roadway Pipe End Treatment, Class 1 | | | 0680 619A007 1.000 EACH| 1500.00000 1500.00| 1200.00000 1200.00| 48" Roadway Pipe End Treatment, Class 1 | | | 0690 619A008 6.000 EACH| 1925.00000 11550.00| 1800.00000 10800.00| 54" Roadway Pipe End Treatment, Class 1 | | | 0700 619A101 20.000 EACH| 435.00000 8700.00| 450.00000 9000.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0710 619A102 18.000 EACH| 550.00000 9900.00| 550.00000 9900.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0720 620A000 1.000 CUYD| 1000.00000 1000.00| 525.00000 525.00| Minor Structure Concrete | | | 0730 621A000 8.000 EACH| 1665.00000 13320.00| 1800.00000 14400.00| Junction Boxes, Type 1, 1P Or 5 | | | 0740 621A001 4.000 EACH| 1800.00000 7200.00| 1850.00000 7400.00| Junction Boxes, Type 1, 2P Or 5 | | | 0750 621A010 2.000 EACH| 2025.00000 4050.00| 2500.00000 5000.00| Junction Boxes, Type 3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 004 -13 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000630004 COUNTIES : RUSSELL LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 18046 |(5) 04014 | |REESE & HOWELL, INC. |DUBOSE CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 621A016 2.000 EACH| 3375.00000 6750.00| 3000.00000 6000.00| Junction Boxes, Type 4, 1P Or 5 | | | 0770 621A017 5.000 EACH| 3375.00000 16875.00| 3500.00000 17500.00| Junction Boxes, Type 4, 2P Or 5 | | | 0780 621B000 2.000 EACH| 495.00000 990.00| 450.00000 900.00| Junction Box Units, Type 1, 1P Or 5 | | | 0790 621B001 4.000 EACH| 540.00000 2160.00| 550.00000 2200.00| Junction Box Units, Type 1, 2P Or 5 | | | 0800 621B019 5.000 EACH| 675.00000 3375.00| 650.00000 3250.00| Junction Box Units, Type 4, 2P Or 5 | | | 0810 621C000 1.000 EACH| 4050.00000 4050.00| 4250.00000 4250.00| Inlets, Type AB | | | 0820 621C020 56.000 EACH| 1305.00000 73080.00| 1500.00000 84000.00| Inlets, Type Y | | | 0830 621C027 3.000 EACH| 1485.00000 4455.00| 3000.00000 9000.00| Inlets, Type C | | | 0840 621C101 1.000 EACH| 2880.00000 2880.00| 4750.00000 4750.00| Inlets, Type GH (Modified) | | | 0850 621C113 2.000 EACH| 4050.00000 8100.00| 4750.00000 9500.00| Inlets, Type IJ (Modified) | | | 0860 621D019 67.000 EACH| 427.00000 28609.00| 450.00000 30150.00| Inlet Units, Type Y | | | 0870 621I000 2.000 EACH| 3375.00000 6750.00| 3500.00000 7000.00| Stilling Basins, Type 00 | | | 0880 621I001 4.000 EACH| 5400.00000 21600.00| 6000.00000 24000.00| Stilling Basins, Type 1 | | | 0890 621I002 2.000 EACH| 8100.00000 16200.00| 8000.00000 16000.00| Stilling Basins, Type 2 | | | 0900 621I003 3.000 EACH| 9450.00000 28350.00| 11000.00000 33000.00| Stilling Basins, Type 3 | | | 0910 621I004 1.000 EACH| 15300.00000 15300.00| 16750.00000 16750.00| Stilling Basins, Type 4 | | | 0920 630A000 150.000 LF | 18.50000 2775.00| 12.50000 1875.00| Steel Beam Guardrail, Class A, Type 1 | | | 0930 630C050 2.000 EACH| 2100.00000 4200.00| 1950.00000 3900.00| Guardrail End Anchor, Type 20 Series | | | 0940 650B000 45573.000 CYIP| 2.75000 125325.75| 2.00000 91146.00| Topsoil From Stockpiles | | | 0950 652A054 62.000 ACRE| 350.00000 21700.00| 400.00000 24800.00| Seeding (Mix 2A) | | | 0960 652A056 42.000 ACRE| 350.00000 14700.00| 450.00000 18900.00| Seeding (Mix 2E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 004 -14 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000630004 COUNTIES : RUSSELL LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 18046 |(5) 04014 | |REESE & HOWELL, INC. |DUBOSE CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 652B053 62.000 ACRE| 300.00000 18600.00| 250.00000 15500.00| Temporary Seeding (Mix 2AT) | | | 0980 652D054 62.000 ACRE| 400.00000 24800.00| 400.00000 24800.00| Seeding In Stubble (Mix 2A) | | | 0990 654A001 3275.000 SQYD| 3.00000 9825.00| 3.00000 9825.00| Solid Sodding (Bermuda) | | | 1000 656A000 124.000 ACRE| 375.00000 46500.00| 400.00000 49600.00| Mulching, Class A, Type 1 | | | 1010 656A001 42.000 ACRE| 400.00000 16800.00| 400.00000 16800.00| Mulching, Class A, Type 2 | | | 1020 659A001 6274.000 SQYD| 1.60000 10038.40| 1.50000 9411.00| Erosion Control Netting, Class B | | | 1030 665A000 100.000 ACRE| 250.00000 25000.00| 250.00000 25000.00| Temporary Seeding | | | 1040 665B000 100.000 ACRE| 320.00000 32000.00| 400.00000 40000.00| Temporary Mulching | | | 1050 665C000 1720.000 LF | 12.50000 21500.00| 14.00000 24080.00| 15" Temporary Pipe | | | 1060 665F000 1494.000 EACH| 5.00000 7470.00| 5.00000 7470.00| Hay Bales | | | 1070 665G000 775.000 EACH| 6.00000 4650.00| 5.00000 3875.00| Sand Bags | | | 1080 665I000 1410.000 TON | 23.61000 33290.10| 22.00000 31020.00| Temporary Riprap, Class 2 | | | 1090 665J000 28435.000 LF | 2.52000 71656.20| 2.25000 63978.75| Silt Fence, Type A | | | 1100 665K000 1052.000 CUYD| 8.00000 8416.00| 5.00000 5260.00| Drainage Sump Excavation | | | 1110 666A001 166.000 ACRE| 10.00000 1660.00| 0.01000 1.66| Pest Control Treatment | | | 1120 680A000 LUMP| 78500.00000 78500.00| 100000.00000 100000.00| Engineering Controls | | | 1130 740B000 922.000 SQFT| 16.00000 14752.00| 12.00000 11064.00| Construction Signs | | | 1140 740D000 150.000 EACH| 65.00000 9750.00| 50.00000 7500.00| Channelizing Drums | | | 1150 740E000 50.000 EACH| 20.00000 1000.00| 20.00000 1000.00| Cones (36 Inches High) | | | 1160 740F002 100.000 EACH| 450.00000 45000.00| 300.00000 30000.00| Barricades, Type III | | | 1170 740I005 1.000 EACH| 1500.00000 1500.00| 800.00000 800.00| Warning Lights, Type B (Detachable Head)| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 004 -15 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000630004 COUNTIES : RUSSELL LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 18046 |(5) 04014 | |REESE & HOWELL, INC. |DUBOSE CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 740M000 50.000 EACH| 10.00000 500.00| 10.00000 500.00| Weight For Cone | | | 1190 998A000 LUMP| 10000.00000 10000.00| 210000.00000 210000.00| Construction Fuel (Maximum Bid Limited | | | To $ 359,000.00) | | | 1200 999 000 8250.000 HOUR| 0.80000 6600.00| 0.80000 6600.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,746,567.48| $ 6,996,565.55| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,746,567.48| $ 6,996,565.55| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20000630005 COUNTIES : ETOWAH LETTING DATE : 06/30/00 10:00 AM DISTRICT : 03 CONTRACT TIME : 200 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-212(17) for constructing the Additional Lanes (Partial Grade and STPAA-8156(1) Drain, Pavement, Signing and Bridge Culvert) on S.R.#74 (U.S.#278) from the east end of the existing four lane to C.R.#65 at Hokes Bluff. Length 5.233 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 5,097,070.60 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 5,359,715.19 105.1528% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20000630005 COUNTIES : ETOWAH LETTING DATE : 06/30/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 07002 | |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 155922.00000 155922.00| 120000.00000 120000.00| Clearing & Grubbing (Approximately 26 | | | Acres) | | | 0011 205A001 1.000 EACH| 3500.00000 3500.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 1 | | | 0012 205A002 1.000 EACH| 3500.00000 3500.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 2 | | | 0020 206B000 LUMP| 3500.00000 3500.00| 10000.00000 10000.00| Removal Of Old Box Culvert Station 96+15| | | 0030 206B009 LUMP| 3500.00000 3500.00| 7500.00000 7500.00| Removal Of Old Box Culvert Station | | | 73+47 (Partial) | | | 0040 206B010 LUMP| 3500.00000 3500.00| 750.00000 750.00| Removal Of Old Box Culvert Station | | | 123+65 (Partial) | | | 0050 206D000 871.000 LF | 5.00000 4355.00| 5.00000 4355.00| Removing Pipe | | | 0060 206D001 75.000 LF | 1.90000 142.50| 2.00000 150.00| Removing Guardrail | | | 0070 210A000 37183.000 CYIP| 5.25000 195210.75| 3.00000 111549.00| Unclassified Excavation | | | 0080 210D000 6270.000 CYIP| 9.00000 56430.00| 0.10000 627.00| Borrow Excavation | | | 0090 214A000 3556.000 CUYD| 14.00000 49784.00| 10.00000 35560.00| Structure Excavation | | | 0100 214B001 889.000 CUYD| 19.00000 16891.00| 14.00000 12446.00| Foundation Backfill, Commercial | | | 0110 232A001 227.000 MSQY| 825.00000 187275.00| 800.00000 181600.00| Lime Stabilization, Class 2, 6 Inches | | | Thick | | | 0120 232B000 1515.000 TON | 90.00000 136350.00| 90.00000 136350.00| Lime | | | 0130 301A012 189926.000 SYCP| 3.25000 617259.50| 3.59000 681834.34| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0140 306E000 1.000 EACH| 7000.00000 7000.00| 6500.00000 6500.00| State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20000630005 COUNTIES : ETOWAH LETTING DATE : 06/30/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 07002 | |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 401A000 189926.000 SYCP| 0.50000 94963.00| 0.26000 49380.76| Bituminous Treatment A | | | 0160 401B108 57155.000 SYCP| 0.50000 28577.50| 0.64980 37139.32| Bituminous Treatment G (With Polymer | | | Additive) | | | 0170 405A000 19931.000 GAL | 0.00000 0.00| 0.10000 1993.10| Tack Coat | | | 0180 408A053 1150.000 SQYD| 3.50000 4025.00| 2.00000 2300.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0190 410C000 1.000 EACH| 3500.00000 3500.00| 4000.00000 4000.00| Contractor Retained Profilograph | | | 0200 424A241 366.000 TON | 41.00000 15006.00| 30.11000 11020.26| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0210 424A261 14523.000 TON | 27.00000 392121.00| 29.11000 422764.53| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0220 424B441 545.000 TON | 30.00000 16350.00| 26.95000 14687.75| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0230 424B461 28446.000 TON | 21.00000 597366.00| 24.95000 709727.70| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0240 424B465 1000.000 TON | 48.00000 48000.00| 26.25000 26250.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0250 424B469 2000.000 TON | 22.00000 44000.00| 26.95000 53900.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0260 424C240 828.000 TON | 23.30000 19292.40| 28.95000 23970.60| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0270 424C260 58153.000 TON | 21.00000 1221213.00| 24.95000 1450917.35| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20000630005 COUNTIES : ETOWAH LETTING DATE : 06/30/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 07002 | |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 430B026 2500.000 TNCP| 11.00000 27500.00| 9.00000 22500.00| Aggregate Surfacing (AHD #467, #57 Or | | | #810) | | | 0290 450B000 355.000 SQYD| 125.00000 44375.00| 70.00000 24850.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0300 502A000 91317.000 LB | 0.44000 40179.48| 0.51000 46571.67| Steel Reinforcement | | | 0310 524A011 439.000 CUYD| 270.00000 118530.00| 215.00000 94385.00| Culvert Concrete (Cast In Place) | | | 0320 524B011 92.000 CUYD| 350.00000 32200.00| 255.00000 23460.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0330 530A001 701.000 LF | 21.00000 14721.00| 20.00000 14020.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0340 530A002 280.000 LF | 29.00000 8120.00| 26.00000 7280.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0350 530A004 19.000 LF | 83.00000 1577.00| 48.00000 912.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0360 530A005 330.000 LF | 70.00000 23100.00| 60.00000 19800.00| 42" Roadway Pipe (Class 3 R.C.) | | | 0370 530A101 9.000 LF | 51.00000 459.00| 50.00000 450.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0380 530A630 450.000 LF | 17.50000 7875.00| 18.00000 8100.00| 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Temporary) | | | 0390 532A031 50.000 LF | 121.00000 6050.00| 125.00000 6250.00| 15" Slotted Drain Pipe | | | 0400 535A001 585.000 LF | 20.00000 11700.00| 18.00000 10530.00| 18" Side Drain Pipe | | | 0410 535A002 120.000 LF | 25.00000 3000.00| 25.00000 3000.00| 24" Side Drain Pipe | | | 0420 535A003 132.000 LF | 28.00000 3696.00| 35.00000 4620.00| 30" Side Drain Pipe | | | 0430 600A000 LUMP| 44000.00000 44000.00| 57817.29000 57817.29| Mobilization | | | 0440 602C000 2.000 EACH| 275.00000 550.00| 150.00000 300.00| Permanent Easement Marker | | | 0450 606A000 500.000 LF | 7.50000 3750.00| 8.00000 4000.00| 6" Underdrain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20000630005 COUNTIES : ETOWAH LETTING DATE : 06/30/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 07002 | |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 610C001 511.000 TON | 19.00000 9709.00| 16.00000 8176.00| Loose Riprap, Class 2 | | | 0470 610D001 600.000 SQYD| 2.35000 1410.00| 3.00000 1800.00| Filter Blanket, Geotextile (Woven) | | | 0480 614A000 259.000 CUYD| 235.00000 60865.00| 215.00000 55685.00| Slope Paving | | | 0490 618B003 167.000 SQYD| 38.50000 6429.50| 25.00000 4175.00| Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0500 619A002 5.000 EACH| 450.00000 2250.00| 350.00000 1750.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0510 619A003 4.000 EACH| 525.00000 2100.00| 400.00000 1600.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0520 619A055 1.000 EACH| 1200.00000 1200.00| 1000.00000 1000.00| 36" Roadway Pipe End Treatment, Class 2 | | | 0530 619A101 20.000 EACH| 574.00000 11480.00| 350.00000 7000.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0540 619A102 2.000 EACH| 725.00000 1450.00| 450.00000 900.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0550 619A103 2.000 EACH| 825.00000 1650.00| 500.00000 1000.00| 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0560 619A230 2.000 EACH| 2650.00000 5300.00| 2100.00000 4200.00| 42" Roadway Pipe End Treatment, Class 2 | | | (Double Line) | | | 0570 620A000 2.000 CUYD| 650.00000 1300.00| 500.00000 1000.00| Minor Structure Concrete | | | 0580 621A000 1.000 EACH| 750.00000 750.00| 1500.00000 1500.00| Junction Boxes, Type 1, 1P Or 5 | | | 0590 621A031 1.000 EACH| 1700.00000 1700.00| 1800.00000 1800.00| Junction Boxes, Type 1 (Special) | | | 0600 621C001 1.000 EACH| 1250.00000 1250.00| 1800.00000 1800.00| Inlets, Type B | | | 0610 621C002 1.000 EACH| 1350.00000 1350.00| 1500.00000 1500.00| Inlets, Type C, P1 Or P3 | | | 0620 621C015 1.000 EACH| 1650.00000 1650.00| 1600.00000 1600.00| Inlets, Type S1 Or S3 (1 Wing) | | | 0630 621C020 9.000 EACH| 1650.00000 14850.00| 1500.00000 13500.00| Inlets, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20000630005 COUNTIES : ETOWAH LETTING DATE : 06/30/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 07002 | |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 621C056 2.000 EACH| 1400.00000 2800.00| 1800.00000 3600.00| Inlets, Type S3 (1 Wing)(Partial) | | | 0650 621D019 16.000 EACH| 276.00000 4416.00| 400.00000 6400.00| Inlet Units, Type Y | | | 0660 621D020 2.000 EACH| 286.00000 572.00| 400.00000 800.00| Inlet Units, Type S3 | | | 0670 623C000 1290.000 LF | 10.45000 13480.50| 12.00000 15480.00| Combination Curb & Gutter, Type C | | | 0680 629A004 130.000 LF | 125.00000 16250.00| 145.00000 18850.00| Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0690 630A000 2516.000 LF | 9.64000 24254.24| 10.15000 25537.40| Steel Beam Guardrail, Class A, Type 1 | | | 0700 630C001 1.000 EACH| 665.00000 665.00| 700.00000 700.00| Guardrail End Anchor, Type 8 | | | 0710 630C003 13.000 EACH| 973.75000 12658.75| 1025.00000 13325.00| Guardrail End Anchor, Type 13 | | | 0720 630C044 1.000 EACH| 4275.00000 4275.00| 4500.00000 4500.00| Guardrail End Anchor, Type 21 | | | 0730 630C070 14.000 EACH| 1187.50000 16625.00| 1250.00000 17500.00| Guardrail End Anchor, Type 10 Series | | | 0740 641A049 260.000 LF | 26.75000 6955.00| 20.00000 5200.00| 6 Inch P.V.C. Water Main Laid | | | 0750 642A000 1.000 EACH| 2140.00000 2140.00| 1000.00000 1000.00| Fire Hydrant Reset | | | 0760 643A000 2.000 EACH| 1284.00000 2568.00| 100.00000 200.00| Water Meters Reset | | | 0770 649A007 30.000 LF | 53.50000 1605.00| 100.00000 3000.00| 12 Inch Encasement Pipe, Type 1 | | | Installation | | | 0780 650B000 17254.000 CYIP| 4.50000 77643.00| 3.00000 51762.00| Topsoil From Stockpiles | | | 0790 652A050 25.000 ACRE| 525.00000 13125.00| 450.00000 11250.00| Seeding (Mix 1A) | | | 0800 652A053 1.000 ACRE| 650.00000 650.00| 450.00000 450.00| Seeding (Mix 1E) | | | 0810 652B050 10.000 ACRE| 475.00000 4750.00| 600.00000 6000.00| Temporary Seeding (Mix 1AT) | | | 0820 652C000 26.000 ACRE| 45.00000 1170.00| 75.00000 1950.00| Mowing | | | 0830 652D050 10.000 ACRE| 575.00000 5750.00| 400.00000 4000.00| Seeding In Stubble (Mix 1A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20000630005 COUNTIES : ETOWAH LETTING DATE : 06/30/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 07002 | |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 654A001 543.000 SQYD| 4.00000 2172.00| 3.00000 1629.00| Solid Sodding (Bermuda) | | | 0850 656A000 35.000 ACRE| 325.00000 11375.00| 400.00000 14000.00| Mulching, Class A, Type 1 | | | 0860 656A001 1.000 ACRE| 375.00000 375.00| 450.00000 450.00| Mulching, Class A, Type 2 | | | 0870 659A000 1000.000 SQYD| 1.75000 1750.00| 2.00000 2000.00| Erosion Control Netting, Class A | | | 0880 665F000 741.000 EACH| 10.00000 7410.00| 4.00000 2964.00| Hay Bales | | | 0890 665G000 600.000 EACH| 6.50000 3900.00| 1.00000 600.00| Sand Bags | | | 0900 665I000 360.000 TON | 18.00000 6480.00| 16.00000 5760.00| Temporary Riprap, Class 2 | | | 0910 665J000 30100.000 LF | 0.55000 16555.00| 3.00000 90300.00| Silt Fence, Type A | | | 0920 665K000 95.000 CUYD| 7.00000 665.00| 10.00000 950.00| Drainage Sump Excavation | | | 0930 666A001 26.000 ACRE| 35.00000 910.00| 10.00000 260.00| Pest Control Treatment | | | 0940 680A000 LUMP| 5000.00000 5000.00| 65000.00000 65000.00| Engineering Controls | | | 0950 701A031 2.000 MILE| 900.00000 1800.00| 1250.00000 2500.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0960 701A035 2.000 MILE| 900.00000 1800.00| 1500.00000 3000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0970 701A061 1.000 MILE| 4600.00000 4600.00| 5906.00000 5906.00| Broken White, Class 3W, Type A Traffic | | | Type (6" Wide) | | | 0980 701A065 1.000 MILE| 15600.00000 15600.00| 16125.00000 16125.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0990 701A073 1.000 MILE| 15600.00000 15600.00| 17073.00000 17073.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1000 701B005 150.000 LF | 0.40000 60.00| 1.00000 150.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 1010 701C000 11.000 MILE| 285.00000 3135.00| 340.00000 3740.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 005 -8 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20000630005 COUNTIES : ETOWAH LETTING DATE : 06/30/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 07002 | |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 701C001 17.000 MILE| 320.00000 5440.00| 380.00000 6460.00| Solid Temporary Traffic Stripe | | | 1030 701C006 1.000 MILE| 2950.00000 2950.00| 6800.00000 6800.00| Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1040 701D007 1.000 MILE| 850.00000 850.00| 1100.00000 1100.00| Solid Traffic Stripe Removed (Paint) | | | 1050 701D008 1.000 MILE| 900.00000 900.00| 1200.00000 1200.00| Solid Traffic Stripe Removed (Plastic) | | | 1060 701D009 1.000 MILE| 900.00000 900.00| 800.00000 800.00| Solid Traffic Stripe Removed (Tape) | | | 1070 701D014 1.000 MILE| 650.00000 650.00| 1000.00000 1000.00| Broken Traffic Stripe Removed (Paint) | | | 1080 701D015 1.000 MILE| 700.00000 700.00| 1000.00000 1000.00| Broken Traffic Stripe Removed (Plastic) | | | 1090 702A008 11.000 MILE| 3800.00000 41800.00| 3950.00000 43450.00| Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 1100 702A009 11.000 MILE| 3800.00000 41800.00| 3950.00000 43450.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 1110 702A010 11.000 MILE| 1850.00000 20350.00| 1975.00000 21725.00| Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 1120 702B001 17410.000 LF | 1.60000 27856.00| 1.85000 32208.50| Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 1130 703A002 15559.000 SQFT| 1.60000 24894.40| 1.80000 28006.20| Traffic Control Markings, Class 2, Type | | | A | | | 1140 703B002 2644.000 SQFT| 1.60000 4230.40| 2.80000 7403.20| Traffic Control Legends, Class 2, Type A| | | 1150 703C001 1000.000 SQFT| 1.00000 1000.00| 2.50000 2500.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1160 703D001 1960.000 SQFT| 0.75000 1470.00| 1.30000 2548.00| Temporary Traffic Control Markings | | | 1170 705A011 500.000 EACH| 4.00000 2000.00| 4.00000 2000.00| Pavement Markers, Class C, Type 1-A | | | 1180 705A012 350.000 EACH| 4.00000 1400.00| 4.00000 1400.00| Pavement Markers, Class C, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 005 -9 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20000630005 COUNTIES : ETOWAH LETTING DATE : 06/30/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 07002 | |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1190 705A023 450.000 EACH| 4.00000 1800.00| 4.25000 1912.50| Pavement Markers, Class C, Type 2-D | | | 1200 705A024 450.000 EACH| 4.00000 1800.00| 4.25000 1912.50| Pavement Markers, Class C, Type 2-E | | | 1210 705A030 105.000 EACH| 4.25000 446.25| 5.25000 551.25| Pavement Markers, Class A-H, Type 2-C | | | 1220 705A031 548.000 EACH| 4.25000 2329.00| 5.00000 2740.00| Pavement Markers, Class A-H, Type 1-A | | | 1230 705A037 25.000 EACH| 4.25000 106.25| 5.25000 131.25| Pavement Markers, Class A-H, Type 2-D | | | 1240 705A038 80.000 EACH| 4.25000 340.00| 5.25000 420.00| Pavement Markers, Class A-H, Type 2-E | | | 1250 707B003 1.000 EACH| 160.50000 160.50| 150.00000 150.00| Type A Hazard Marker Installation | | | 1260 710A115 512.000 SQFT| 15.52000 7946.24| 14.00000 7168.00| Class 4, Aluminum Flat Sign Panels | | | 0.08" Thick Or Steel Flat Sign Panels | | | 14 Gauge (Type III Or Type IV | | | Background) | | | 1270 710B001 712.000 LF | 6.37000 4535.44| 6.31000 4492.72| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1280 713A000 77.000 LF | 95.00000 7315.00| 95.00000 7315.00| Permanent Barricades | | | 1290 726A000 500.000 LF | 36.00000 18000.00| 38.00000 19000.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 1300 726A001 20.000 LF | 130.00000 2600.00| 44.00000 880.00| Portable Concrete Safety Barriers, Type | | | 6-A | | | 1310 726D000 2.000 EACH| 17000.00000 34000.00| 22000.00000 44000.00| Portable Impact Attenuator (Quadguard | | | Model 0Z2405Y) | | | 1320 740B000 1477.000 SQFT| 16.00000 23632.00| 12.00000 17724.00| Construction Signs | | | 1330 740D000 630.000 EACH| 41.00000 25830.00| 40.00000 25200.00| Channelizing Drums | | | 1340 740E000 50.000 EACH| 1.00000 50.00| 12.00000 600.00| Cones (36 Inches High) | | | 1350 740F002 22.000 EACH| 200.00000 4400.00| 250.00000 5500.00| Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 005 -10 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20000630005 COUNTIES : ETOWAH LETTING DATE : 06/30/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 07002 | |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1360 740I005 22.000 EACH| 750.00000 16500.00| 450.00000 9900.00| Warning Lights, Type B (Detachable Head)| | | 1370 740L003 10.000 EACH| 49.00000 490.00| 75.00000 750.00| Vertical Panel Type I, Single-Sided | | | 1380 740M000 50.000 EACH| 1.00000 50.00| 8.00000 400.00| Weight For Cone | | | 1390 741C010 1.000 EACH| 5000.00000 5000.00| 1500.00000 1500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1400 998A000 LUMP| 0.00000 0.00| 1.00000 1.00| Construction Fuel (Maximum Bid Limited | | | To $ 278,000.00) | | | 1410 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,097,070.60| $ 5,359,715.19| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,097,070.60| $ 5,359,715.19| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20000630006 COUNTIES : FRANKLIN LAWRENCE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : APD-355(38) for constructing the Partial Grade and Drain, Pavement and APD-355(39) Signing on Corridor "V" (S.R.#24) from west of C.R.#83 to APD-355(40) east of S.R.#101 at Muck City. Length 15.289 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 2,585,806.32 100.0000% 2 02035 BURGREEN CONTRACTING COMPANY, INC. $ 2,648,199.53 102.4129% 3 19074 S & M EQUIPMENT CO., INC. $ 2,858,167.57 110.5329% 4 01018 APAC-ALABAMA, INC. $ 3,199,149.12 123.7195% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000630006 COUNTIES : FRANKLIN LAWRENCE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 18031 |(2) 02035 |(3) 19074 |ROGERS GROUP, INC. |BURGREEN CONTRACTING CO., IN|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 205A001 1.000 EACH| 1000.00000 1000.00| 5000.00000 5000.00| 3500.00000 3500.00 Removal Of Structures, Structure No. 1 | | | 0020 206C002 1214.000 SQYD| 1.85000 2245.90| 3.00000 3642.00| 3.25000 3945.50 Removing Concrete Slope Paving | | | 0030 206D000 24.000 LF | 10.00000 240.00| 10.00000 240.00| 5.25000 126.00 Removing Pipe | | | 0040 210A000 242.000 CYIP| 5.00000 1210.00| 7.00000 1694.00| 15.00000 3630.00 Unclassified Excavation | | | 0050 210D000 426.000 CYIP| 6.00000 2556.00| 8.00000 3408.00| 9.00000 3834.00 Borrow Excavation | | | 0060 214A000 27.000 CUYD| 9.00000 243.00| 15.00000 405.00| 14.00000 378.00 Structure Excavation | | | 0070 214B001 10.000 CUYD| 18.00000 180.00| 20.00000 200.00| 19.00000 190.00 Foundation Backfill, Commercial | | | 0080 301A008 1840.000 SYCP| 3.00000 5520.00| 4.00000 7360.00| 2.95000 5428.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0090 401A000 1001.000 SYCP| 0.10000 100.10| 1.00000 1001.00| 1.10000 1101.10 Bituminous Treatment A | | | 0100 401B107 11519.000 SYCP| 2.00000 23038.00| 1.90000 21886.10| 2.32000 26724.08 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0110 405A000 14939.000 GAL | 1.00000 14939.00| 1.00000 14939.00| 1.05000 15685.95 Tack Coat | | | 0120 408A051 8334.000 SQYD| 1.00000 8334.00| 0.75000 6250.50| 3.45000 28752.30 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0130 410H000 1.000 EACH| 20000.00000 20000.00| 14000.00000 14000.00| 32500.00000 32500.00 Material Remixing Device | | | 0140 424A281 51396.000 TON | 29.00000 1490484.00| 33.00000 1696068.00| 33.75000 1734615.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0150 424A284 200.000 TON | 45.00000 9000.00| 33.00000 6600.00| 46.00000 9200.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0160 424A287 900.000 TON | 33.00000 29700.00| 30.00000 27000.00| 36.00000 32400.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000630006 COUNTIES : FRANKLIN LAWRENCE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 18031 |(2) 02035 |(3) 19074 |ROGERS GROUP, INC. |BURGREEN CONTRACTING CO., IN|S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A290 3816.000 TON | 29.00000 110664.00| 30.00000 114480.00| 27.85000 106275.60 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0180 424B282 1936.000 TON | 29.00000 56144.00| 30.00000 58080.00| 22.65000 43850.40 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0190 424B286 100.000 TON | 45.00000 4500.00| 30.00000 3000.00| 39.00000 3900.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0200 424B290 100.000 TON | 45.00000 4500.00| 30.00000 3000.00| 37.00000 3700.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0210 424C281 1130.000 TON | 29.00000 32770.00| 27.00000 30510.00| 22.75000 25707.50 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0220 428C000 320286.000 LF | 0.12000 38434.32| 0.08000 25622.88| 0.13000 41637.18 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0230 530A002 28.000 LF | 50.00000 1400.00| 28.00000 784.00| 32.00000 896.00 24" Roadway Pipe (Class 3 R.C.) | | | 0240 530A102 8.000 LF | 50.00000 400.00| 35.00000 280.00| 36.00000 288.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 600A000 LUMP| 176318.00000 176318.00| 50000.00000 50000.00| 75000.00000 75000.00 Mobilization | | | 0260 619A053 2.000 EACH| 750.00000 1500.00| 850.00000 1700.00| 575.00000 1150.00 24" Roadway Pipe End Treatment, Class 2 | | | 0270 620A000 1.000 CUYD| 750.00000 750.00| 400.00000 400.00| 750.00000 750.00 Minor Structure Concrete | | | 0280 621A000 1.000 EACH| 2750.00000 2750.00| 1500.00000 1500.00| 1000.00000 1000.00 Junction Boxes, Type 1, 1P Or 5 | | | 0290 650A000 737.000 CYIP| 10.00000 7370.00| 9.00000 6633.00| 3.75000 2763.75 Topsoil | | | 0300 652A050 2.000 ACRE| 575.00000 1150.00| 600.00000 1200.00| 623.88000 1247.76 Seeding (Mix 1A) | | | 0310 652A053 2.000 ACRE| 625.00000 1250.00| 650.00000 1300.00| 680.00000 1360.00 Seeding (Mix 1E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000630006 COUNTIES : FRANKLIN LAWRENCE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 18031 |(2) 02035 |(3) 19074 |ROGERS GROUP, INC. |BURGREEN CONTRACTING CO., IN|S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 652B050 2.000 ACRE| 200.00000 400.00| 250.00000 500.00| 220.00000 440.00 Temporary Seeding (Mix 1AT) | | | 0330 652C000 255.000 ACRE| 25.00000 6375.00| 27.50000 7012.50| 30.00000 7650.00 Mowing | | | 0340 652D050 2.000 ACRE| 200.00000 400.00| 250.00000 500.00| 217.00000 434.00 Seeding In Stubble (Mix 1A) | | | 0350 656A000 2.000 ACRE| 500.00000 1000.00| 525.00000 1050.00| 542.00000 1084.00 Mulching, Class A, Type 1 | | | 0360 656A001 2.000 ACRE| 550.00000 1100.00| 575.00000 1150.00| 600.00000 1200.00 Mulching, Class A, Type 2 | | | 0370 659A001 1000.000 SQYD| 2.25000 2250.00| 2.50000 2500.00| 2.45000 2450.00 Erosion Control Netting, Class B | | | 0380 665F000 226.000 EACH| 10.00000 2260.00| 4.00000 904.00| 3.75000 847.50 Hay Bales | | | 0390 665J000 3775.000 LF | 4.00000 15100.00| 2.00000 7550.00| 3.00000 11325.00 Silt Fence, Type A | | | 0400 666A001 2.000 ACRE| 5.00000 10.00| 25.00000 50.00| 50.00000 100.00 Pest Control Treatment | | | 0410 680A000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 19500.00000 19500.00 Engineering Controls | | | 0420 701A004 6.000 MILE| 325.00000 1950.00| 325.00000 1950.00| 354.25000 2125.50 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0430 701A012 6.000 MILE| 325.00000 1950.00| 330.00000 1980.00| 354.25000 2125.50 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0440 701C000 31.000 MILE| 350.00000 10850.00| 310.00000 9610.00| 385.00000 11935.00 Broken Temporary Traffic Stripe | | | 0450 701C001 51.000 MILE| 400.00000 20400.00| 350.00000 17850.00| 436.00000 22236.00 Solid Temporary Traffic Stripe | | | 0460 701G121 450.000 LF | 4.00000 1800.00| 4.10000 1845.00| 4.50000 2025.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0470 701G125 450.000 LF | 4.00000 1800.00| 5.15000 2317.50| 4.50000 2025.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0480 701G133 450.000 LF | 4.00000 1800.00| 5.15000 2317.50| 4.50000 2025.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0490 702A008 32.000 MILE| 3750.00000 120000.00| 3750.00000 120000.00| 4125.00000 132000.00 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000630006 COUNTIES : FRANKLIN LAWRENCE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 18031 |(2) 02035 |(3) 19074 |ROGERS GROUP, INC. |BURGREEN CONTRACTING CO., IN|S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 702A009 32.000 MILE| 3750.00000 120000.00| 3750.00000 120000.00| 4300.00000 137600.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0510 702A010 31.000 MILE| 1850.00000 57350.00| 1900.00000 58900.00| 2100.00000 65100.00 Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0520 702B001 20153.000 LF | 1.00000 20153.00| 1.55000 31237.15| 1.15000 23175.95 Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0530 703A002 11798.000 SQFT| 2.00000 23596.00| 2.60000 30674.80| 2.18000 25719.64 Traffic Control Markings, Class 2, Type | | | A | | | 0540 703B002 2669.000 SQFT| 4.00000 10676.00| 3.20000 8540.80| 4.36000 11636.84 Traffic Control Legends, Class 2, Type A| | | 0550 703D001 3175.000 SQFT| 1.00000 3175.00| 1.70000 5397.50| 1.50000 4762.50 Temporary Traffic Control Markings | | | 0560 705A030 164.000 EACH| 4.50000 738.00| 5.10000 836.40| 4.95000 811.80 Pavement Markers, Class A-H, Type 2-C | | | 0570 705A031 1824.000 EACH| 4.50000 8208.00| 5.10000 9302.40| 4.89000 8919.36 Pavement Markers, Class A-H, Type 1-A | | | 0580 709A000 30.000 EACH| 105.00000 3150.00| 115.00000 3450.00| 115.00000 3450.00 Milepost, Type A | | | 0590 710A115 1892.000 SQFT| 14.25000 26961.00| 15.00000 28380.00| 16.10000 30461.20 Class 4, Aluminum Flat Sign Panels | | | 0.08" Thick Or Steel Flat Sign Panels | | | 14 Gauge (Type III Or Type IV | | | Background) | | | 0600 710B001 4514.000 LF | 6.00000 27084.00| 6.25000 28212.50| 6.69000 30198.66 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0610 740B000 1222.000 SQFT| 15.00000 18330.00| 9.00000 10998.00| 9.00000 10998.00 Construction Signs | | | 0620 740D000 50.000 EACH| 50.00000 2500.00| 40.00000 2000.00| 38.00000 1900.00 Channelizing Drums | | | 0630 740E000 150.000 EACH| 5.00000 750.00| 5.00000 750.00| 12.00000 1800.00 Cones (36 Inches High) | | | 0640 740F002 60.000 EACH| 250.00000 15000.00| 250.00000 15000.00| 172.00000 10320.00 Barricades, Type III | | | 0650 740I005 30.000 EACH| 225.00000 6750.00| 170.00000 5100.00| 80.00000 2400.00 Warning Lights, Type B (Detachable Head)| | | 0660 740M000 150.000 EACH| 5.00000 750.00| 1.00000 150.00| 9.00000 1350.00 Weight For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000630006 COUNTIES : FRANKLIN LAWRENCE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 18031 |(2) 02035 |(3) 19074 |ROGERS GROUP, INC. |BURGREEN CONTRACTING CO., IN|S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 741C010 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| 5000.00000 5000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0680 998A000 LUMP| 1000.00000 1000.00| 0.00000 0.00| 49500.00000 49500.00 Construction Fuel (Maximum Bid Limited | | | To $ 135,500.00) | | | SECTION TOTALS | $ 2,585,806.32| $ 2,648,199.53| $ 2,858,167.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,585,806.32| $ 2,648,199.53| $ 2,858,167.57 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 006 -7 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000630006 COUNTIES : FRANKLIN LAWRENCE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 205A001 1.000 EACH| 1213.86000 1213.86| | Removal Of Structures, Structure No. 1 | | | 0020 206C002 1214.000 SQYD| 5.18000 6288.52| | Removing Concrete Slope Paving | | | 0030 206D000 24.000 LF | 11.15000 267.60| | Removing Pipe | | | 0040 210A000 242.000 CYIP| 8.23000 1991.66| | Unclassified Excavation | | | 0050 210D000 426.000 CYIP| 8.42000 3586.92| | Borrow Excavation | | | 0060 214A000 27.000 CUYD| 6.73000 181.71| | Structure Excavation | | | 0070 214B001 10.000 CUYD| 9.74000 97.40| | Foundation Backfill, Commercial | | | 0080 301A008 1840.000 SYCP| 3.47000 6384.80| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0090 401A000 1001.000 SYCP| 0.42000 420.42| | Bituminous Treatment A | | | 0100 401B107 11519.000 SYCP| 2.04000 23498.76| | Bituminous Treatment KG (With Polymer | | | Additive) | | | 0110 405A000 14939.000 GAL | 1.34000 20018.26| | Tack Coat | | | 0120 408A051 8334.000 SQYD| 0.95000 7917.30| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0130 410H000 1.000 EACH| 46281.70000 46281.70| | Material Remixing Device | | | 0140 424A281 51396.000 TON | 41.31000 2123168.76| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0150 424A284 200.000 TON | 44.98000 8996.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0160 424A287 900.000 TON | 33.02000 29718.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 006 -8 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000630006 COUNTIES : FRANKLIN LAWRENCE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A290 3816.000 TON | 31.35000 119631.60| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0180 424B282 1936.000 TON | 33.05000 63984.80| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0190 424B286 100.000 TON | 45.08000 4508.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0200 424B290 100.000 TON | 35.97000 3597.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0210 424C281 1130.000 TON | 31.00000 35030.00| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0220 428C000 320286.000 LF | 0.07000 22420.02| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0230 530A002 28.000 LF | 33.08000 926.24| | 24" Roadway Pipe (Class 3 R.C.) | | | 0240 530A102 8.000 LF | 40.29000 322.32| | 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 600A000 LUMP| 160225.00000 160225.00| | Mobilization | | | 0260 619A053 2.000 EACH| 800.00000 1600.00| | 24" Roadway Pipe End Treatment, Class 2 | | | 0270 620A000 1.000 CUYD| 300.00000 300.00| | Minor Structure Concrete | | | 0280 621A000 1.000 EACH| 1900.00000 1900.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0290 650A000 737.000 CYIP| 6.89000 5077.93| | Topsoil | | | 0300 652A050 2.000 ACRE| 575.00000 1150.00| | Seeding (Mix 1A) | | | 0310 652A053 2.000 ACRE| 625.00000 1250.00| | Seeding (Mix 1E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 006 -9 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000630006 COUNTIES : FRANKLIN LAWRENCE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 652B050 2.000 ACRE| 200.00000 400.00| | Temporary Seeding (Mix 1AT) | | | 0330 652C000 255.000 ACRE| 25.00000 6375.00| | Mowing | | | 0340 652D050 2.000 ACRE| 200.00000 400.00| | Seeding In Stubble (Mix 1A) | | | 0350 656A000 2.000 ACRE| 500.00000 1000.00| | Mulching, Class A, Type 1 | | | 0360 656A001 2.000 ACRE| 550.00000 1100.00| | Mulching, Class A, Type 2 | | | 0370 659A001 1000.000 SQYD| 2.25000 2250.00| | Erosion Control Netting, Class B | | | 0380 665F000 226.000 EACH| 2.72000 614.72| | Hay Bales | | | 0390 665J000 3775.000 LF | 0.01000 37.75| | Silt Fence, Type A | | | 0400 666A001 2.000 ACRE| 0.00000 0.00| | Pest Control Treatment | | | 0410 680A000 LUMP| 3500.00000 3500.00| | Engineering Controls | | | 0420 701A004 6.000 MILE| 325.00000 1950.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0430 701A012 6.000 MILE| 325.00000 1950.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0440 701C000 31.000 MILE| 350.00000 10850.00| | Broken Temporary Traffic Stripe | | | 0450 701C001 51.000 MILE| 400.00000 20400.00| | Solid Temporary Traffic Stripe | | | 0460 701G121 450.000 LF | 4.00000 1800.00| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0470 701G125 450.000 LF | 4.00000 1800.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0480 701G133 450.000 LF | 4.00000 1800.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0490 702A008 32.000 MILE| 3700.00000 118400.00| | Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 006 -10 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000630006 COUNTIES : FRANKLIN LAWRENCE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 702A009 32.000 MILE| 3700.00000 118400.00| | Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0510 702A010 31.000 MILE| 1800.00000 55800.00| | Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0520 702B001 20153.000 LF | 1.00000 20153.00| | Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0530 703A002 11798.000 SQFT| 2.00000 23596.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0540 703B002 2669.000 SQFT| 4.00000 10676.00| | Traffic Control Legends, Class 2, Type A| | | 0550 703D001 3175.000 SQFT| 1.00000 3175.00| | Temporary Traffic Control Markings | | | 0560 705A030 164.000 EACH| 4.50000 738.00| | Pavement Markers, Class A-H, Type 2-C | | | 0570 705A031 1824.000 EACH| 4.50000 8208.00| | Pavement Markers, Class A-H, Type 1-A | | | 0580 709A000 30.000 EACH| 115.50000 3465.00| | Milepost, Type A | | | 0590 710A115 1892.000 SQFT| 13.13000 24841.96| | Class 4, Aluminum Flat Sign Panels | | | 0.08" Thick Or Steel Flat Sign Panels | | | 14 Gauge (Type III Or Type IV | | | Background) | | | 0600 710B001 4514.000 LF | 5.78000 26090.92| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0610 740B000 1222.000 SQFT| 8.40000 10264.80| | Construction Signs | | | 0620 740D000 50.000 EACH| 17.50000 875.00| | Channelizing Drums | | | 0630 740E000 150.000 EACH| 5.00000 750.00| | Cones (36 Inches High) | | | 0640 740F002 60.000 EACH| 200.00000 12000.00| | Barricades, Type III | | | 0650 740I005 30.000 EACH| 75.60000 2268.00| | Warning Lights, Type B (Detachable Head)| | | 0660 740M000 150.000 EACH| 3.00000 450.00| | Weight For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 006 -11 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000630006 COUNTIES : FRANKLIN LAWRENCE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 741C010 1.000 EACH| 815.39000 815.39| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0680 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 135,500.00) | | | SECTION TOTALS | $ 3,199,149.12| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,199,149.12| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20000630007 COUNTIES : JACKSON LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-436(36) for constructing the Pavement, Partial Grade and Drain and Signing (Additional Lanes) on S.R.#35 from Section to Duncan's Crossroads. Length 4.374 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 1,562,342.46 100.0000% 2 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 1,699,963.24 108.8086% 3 01018 APAC-ALABAMA, INC. $ 1,816,695.94 116.2802% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000630007 COUNTIES : JACKSON LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 23009 |(2) 10011 |(3) 01018 |WHITAKER CONTRACTING CORPORA|JACKSON PAVING & CONSTRUCTIO|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 13700.00000 13700.00| 39255.00000 39255.00| 79481.25000 79481.25 Clearing & Grubbing (Approximately 3 | | | Acres) | | | 0020 206C002 58.000 SQYD| 2.25000 130.50| 17.40000 1009.20| 9.88000 573.04 Removing Concrete Slope Paving | | | 0030 206D000 8.000 LF | 1.00000 8.00| 5.00000 40.00| 14.32000 114.56 Removing Pipe | | | 0040 206E001 1.000 EACH| 50.00000 50.00| 250.00000 250.00| 228.08000 228.08 Removing Inlets | | | 0050 210A000 500.000 CYIP| 1.50000 750.00| 6.00000 3000.00| 8.88000 4440.00 Unclassified Excavation | | | 0060 210D000 4000.000 CYIP| 4.64000 18560.00| 4.40000 17600.00| 6.89000 27560.00 Borrow Excavation | | | 0070 214A000 15.000 CUYD| 6.50000 97.50| 20.00000 300.00| 35.21000 528.15 Structure Excavation | | | 0080 214B001 12.000 CUYD| 12.50000 150.00| 25.00000 300.00| 15.36000 184.32 Foundation Backfill, Commercial | | | 0090 230A000 213.000 RBST| 225.00000 47925.00| 195.00000 41535.00| 221.80000 47243.40 Roadbed Processing | | | 0100 301A006 149.000 SYCP| 3.30000 491.70| 3.35000 499.15| 3.69000 549.81 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4.5" Compacted Thickness | | | 0110 301A012 97887.000 SYCP| 3.30000 323027.10| 3.30000 323027.10| 2.86000 279956.82 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0120 401A000 96583.000 SYCP| 0.26000 25111.58| 0.24000 23179.92| 0.36000 34769.88 Bituminous Treatment A | | | 0130 401B108 27614.000 SYCP| 0.71000 19605.94| 0.85410 23585.12| 0.87000 24024.18 Bituminous Treatment G (With Polymer | | | Additive) | | | 0140 405A000 5023.000 GAL | 0.80000 4018.40| 0.95000 4771.85| 1.39000 6981.97 Tack Coat | | | 0150 410B000 1.000 EACH| 2000.00000 2000.00| 1900.00000 1900.00| 779.17000 779.17 State Furnished Profilograph | | | 0160 424A260 4162.000 TON | 28.85000 120073.70| 30.15000 125484.30| 33.05000 137554.10 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0170 424A266 100.000 TON | 28.85000 2885.00| 31.50000 3150.00| 33.92000 3392.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000630007 COUNTIES : JACKSON LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 23009 |(2) 10011 |(3) 01018 |WHITAKER CONTRACTING CORPORA|JACKSON PAVING & CONSTRUCTIO|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424B442 3328.000 TON | 21.36000 71086.08| 22.00000 73216.00| 25.52000 84930.56 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Max Aggregate Size | | | Mix, ESAL Range C | | | 0190 424B462 12275.000 TON | 21.36000 262194.00| 22.00000 270050.00| 24.32000 298528.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0200 424C241 3573.000 TON | 21.36000 76319.28| 22.00000 78606.00| 25.62000 91540.26 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0210 424C261 13053.000 TON | 21.36000 278812.08| 22.20000 289776.60| 24.06000 314055.18 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0220 430B035 606.000 TCIP| 12.00000 7272.00| 11.00000 6666.00| 9.75000 5908.50 Aggregate Surfacing (AHD #467, #410 | | | Modified, Or #57) | | | 0230 450B000 107.000 SQYD| 68.00000 7276.00| 75.00000 8025.00| 81.19000 8687.33 Reinforced Cement Concrete Bridge End | | | Slab | | | 0240 530A001 48.000 LF | 29.00000 1392.00| 30.00000 1440.00| 37.78000 1813.44 18" Roadway Pipe (Class 3 R.C.) | | | 0250 530A101 4.000 LF | 30.00000 120.00| 60.00000 240.00| 46.62000 186.48 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0260 600A000 LUMP| 57600.00000 57600.00| 36000.00000 36000.00| 64831.36000 64831.36 Mobilization | | | 0270 601A000 1.000 EACH| 2000.00000 2000.00| 3500.00000 3500.00| 3976.04000 3976.04 Furnishing Base, Soil And Structure | | | Laboratories | | | 0280 603A002 1.000 EACH| 5000.00000 5000.00| 16000.00000 16000.00| 11206.25000 11206.25 Furnishing Type 3 Field Office | | | 0290 614A000 3.000 CUYD| 180.00000 540.00| 450.00000 1350.00| 232.99000 698.97 Slope Paving | | | 0300 620A000 1.000 CUYD| 500.00000 500.00| 800.00000 800.00| 554.17000 554.17 Minor Structure Concrete | | | 0310 621C020 2.000 EACH| 1600.00000 3200.00| 900.00000 1800.00| 1515.63000 3031.26 Inlets, Type Y | | | 0320 621D019 2.000 EACH| 300.00000 600.00| 575.00000 1150.00| 394.79000 789.58 Inlet Units, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000630007 COUNTIES : JACKSON LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 23009 |(2) 10011 |(3) 01018 |WHITAKER CONTRACTING CORPORA|JACKSON PAVING & CONSTRUCTIO|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 623C000 230.000 LF | 9.00000 2070.00| 12.25000 2817.50| 15.34000 3528.20 Combination Curb & Gutter, Type C | | | 0340 630A000 200.000 LF | 21.00000 4200.00| 21.00000 4200.00| 21.43000 4286.00 Steel Beam Guardrail, Class A, Type 1 | | | 0350 630C003 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| 969.39000 3877.56 Guardrail End Anchor, Type 13 | | | 0360 630C070 6.000 EACH| 1250.00000 7500.00| 1250.00000 7500.00| 1275.51000 7653.06 Guardrail End Anchor, Type 10 Series | | | 0370 650B000 4416.000 CYIP| 1.50000 6624.00| 2.50000 11040.00| 4.27000 18856.32 Topsoil From Stockpiles | | | 0380 651B000 32.000 TON | 25.00000 800.00| 35.00000 1120.00| 35.71000 1142.72 Agricultural Limestone | | | 0390 651C000 12.000 TON | 180.00000 2160.00| 200.00000 2400.00| 193.88000 2326.56 8-8-8 Commercial Fertilizer | | | 0400 652A050 11.000 ACRE| 550.00000 6050.00| 500.00000 5500.00| 612.25000 6734.75 Seeding (Mix 1A) | | | 0410 652B050 5.000 ACRE| 400.00000 2000.00| 400.00000 2000.00| 612.25000 3061.25 Temporary Seeding (Mix 1AT) | | | 0420 652C000 16.000 ACRE| 75.00000 1200.00| 45.00000 720.00| 51.02000 816.32 Mowing | | | 0430 652D050 5.000 ACRE| 550.00000 2750.00| 500.00000 2500.00| 612.25000 3061.25 Seeding In Stubble (Mix 1A) | | | 0440 654A000 7.000 SQYD| 5.50000 38.50| 4.50000 31.50| 7.14000 49.98 Solid Sodding | | | 0450 656A000 16.000 ACRE| 450.00000 7200.00| 400.00000 6400.00| 408.16000 6530.56 Mulching, Class A, Type 1 | | | 0460 665A000 9.000 ACRE| 390.00000 3510.00| 400.00000 3600.00| 357.14000 3214.26 Temporary Seeding | | | 0470 665B000 9.000 ACRE| 390.00000 3510.00| 350.00000 3150.00| 357.14000 3214.26 Temporary Mulching | | | 0480 665F000 500.000 EACH| 4.50000 2250.00| 4.85000 2425.00| 5.43000 2715.00 Hay Bales | | | 0490 665J000 10750.000 LF | 2.00000 21500.00| 3.00000 32250.00| 1.84000 19780.00 Silt Fence, Type A | | | 0500 680A000 LUMP| 10000.00000 10000.00| 35000.00000 35000.00| 40816.33000 40816.33 Engineering Controls | | | 0510 701A080 9.000 MILE| 600.00000 5400.00| 600.00000 5400.00| 612.25000 5510.25 Solid White,Class 2T,Type A,Traffic | | | Stripe(6"Wide) | | | 0520 701A081 6.000 MILE| 600.00000 3600.00| 600.00000 3600.00| 612.25000 3673.50 Solid Yellow,Cl 2T,Type A,Traffic | | | Stripe(6"Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000630007 COUNTIES : JACKSON LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 23009 |(2) 10011 |(3) 01018 |WHITAKER CONTRACTING CORPORA|JACKSON PAVING & CONSTRUCTIO|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 701A082 1.000 MILE| 300.00000 300.00| 300.00000 300.00| 306.12000 306.12 Broken White, Class 2T,Type A, Traffic | | | Stripe(6"Wide) | | | 0540 701A083 3.000 MILE| 300.00000 900.00| 300.00000 900.00| 306.12000 918.36 Broken Yellow,Class 2T,Type A,Traffic | | | Stripe(6"Wide) | | | 0550 701B010 100.000 LF | 1.00000 100.00| 1.00000 100.00| 1.02000 102.00 Dotted ,Class 2T,Type A,Traffic Stripe | | | (6"Wide) | | | 0560 701C001 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 510.20000 510.20 Solid Temporary Traffic Stripe | | | 0570 701D005 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 510.20000 510.20 Solid Traffic Stripe Removed | | | 0580 701D006 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 1020.41000 1020.41 Broken Traffic Stripe Removed | | | 0590 701G125 1000.000 LF | 3.58000 3580.00| 3.58000 3580.00| 3.65000 3650.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0600 701G133 1000.000 LF | 3.76000 3760.00| 3.76000 3760.00| 3.84000 3840.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0610 703A004 4387.000 SQFT| 1.80000 7896.60| 1.80000 7896.60| 1.84000 8072.08 Traffic Control Markings, Class 2T, | | | Type A | | | 0620 703B004 23.000 SQFT| 3.00000 69.00| 3.00000 69.00| 3.06000 70.38 Traffic Control Legends, Class 2T, Type | | | A | | | 0630 703D001 200.000 SQFT| 1.00000 200.00| 1.00000 200.00| 1.02000 204.00 Temporary Traffic Control Markings | | | 0640 705A030 55.000 EACH| 5.25000 288.75| 5.25000 288.75| 5.36000 294.80 Pavement Markers, Class A-H, Type 2-C | | | 0650 705A032 470.000 EACH| 5.00000 2350.00| 5.00000 2350.00| 5.10000 2397.00 Pavement Markers, Class A-H, Type 1-B | | | 0660 705A037 379.000 EACH| 5.25000 1989.75| 5.25000 1989.75| 5.36000 2031.44 Pavement Markers, Class A-H, Type 2-D | | | 0670 705A038 156.000 EACH| 5.25000 819.00| 5.25000 819.00| 5.36000 836.16 Pavement Markers, Class A-H, Type 2-E | | | 0680 710A115 187.000 SQFT| 14.80000 2767.60| 16.00000 2992.00| 14.98000 2801.26 Class 4, Aluminum Flat Sign Panels | | | 0.08" Thick Or Steel Flat Sign Panels | | | 14 Gauge (Type III Or Type IV | | | Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000630007 COUNTIES : JACKSON LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 23009 |(2) 10011 |(3) 01018 |WHITAKER CONTRACTING CORPORA|JACKSON PAVING & CONSTRUCTIO|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 710B001 351.000 LF | 6.40000 2246.40| 7.00000 2457.00| 6.45000 2263.95 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0700 726A000 1220.000 LF | 10.00000 12200.00| 45.00000 54900.00| 10.70000 13054.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0710 726A001 20.000 LF | 20.00000 400.00| 116.32000 2326.40| 14.32000 286.40 Portable Concrete Safety Barriers, Type | | | 6-A | | | 0720 726D000 2.000 EACH| 12500.00000 25000.00| 15300.00000 30600.00| 15708.86000 31417.72 Portable Impact Attenuator (Quadguard | | | QZ2404Y Uni-Directional) | | | 0730 740B000 1365.000 SQFT| 10.00000 13650.00| 8.50000 11602.50| 8.33000 11370.45 Construction Signs | | | 0740 740D000 130.000 EACH| 35.00000 4550.00| 45.00000 5850.00| 48.34000 6284.20 Channelizing Drums | | | 0750 740E000 50.000 EACH| 10.00000 500.00| 6.00000 300.00| 13.96000 698.00 Cones (36 Inches High) | | | 0760 740F002 106.000 EACH| 160.00000 16960.00| 190.00000 20140.00| 245.70000 26044.20 Barricades, Type III | | | 0770 740I005 40.000 EACH| 200.00000 8000.00| 240.00000 9600.00| 324.65000 12986.00 Warning Lights, Type B (Detachable Head)| | | 0780 740M000 50.000 EACH| 6.50000 325.00| 3.00000 150.00| 9.13000 456.50 Weight For Cone | | | 0790 741C010 1.000 EACH| 2000.00000 2000.00| 1000.00000 1000.00| 3490.87000 3490.87 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0800 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 1.00000 1.00 Construction Fuel (Maximum Bid Limited | | | To $ 149,500.00) | | | 0810 999 000 1040.000 HOUR| 0.80000 832.00| 0.80000 832.00| 0.80000 832.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,562,342.46| $ 1,699,963.24| $ 1,816,695.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,562,342.46| $ 1,699,963.24| $ 1,816,695.94 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 CONTRACT TIME : 300 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MGF-0124(009) for constructing the Grade, Drain, Pave, Traffic Stripe, Bridge Culverts, Signing, Lighting, and Signals from the Tennessee River Bridge (Northern Approach) to Huntsville Avenue in Florence. Length - 0.664 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19074 S & M EQUIPMENT CO., INC. $ 7,755,945.53 100.0000% 2 01018 APAC-ALABAMA, INC. $ 7,929,784.25 102.2413% 3 30002 ELLARD CONTR. CO., INC. & ELLARD CONSTR., INC. $ 7,950,710.57 102.5111% 4 18031 ROGERS GROUP, INC. $ 7,987,386.58 102.9840% 5 14003 W. S. NEWELL, INC. $ 8,419,910.77 108.5607% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 19074 |(2) 01018 |(3) 30002 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 325000.00000 325000.00| 243242.00000 243242.00| 636000.57000 636000.57 Clearing & Grubbing (Approximately 43 | | | Acres) | | | 0020 204A000 1.000 EACH| 1275.00000 1275.00| 694.03000 694.03| 600.00000 600.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 2250.00000 2250.00| 573.30000 573.30| 5000.00000 5000.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 2250.00000 2250.00| 5878.13000 5878.13| 5900.00000 5900.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 2250.00000 2250.00| 7037.80000 7037.80| 5900.00000 5900.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 2250.00000 2250.00| 3291.47000 3291.47| 5000.00000 5000.00 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 2250.00000 2250.00| 114.64000 114.64| 5000.00000 5000.00 Removal Of Structures, Structure No. 5 | | | 0072 205A006 1.000 EACH| 2250.00000 2250.00| 573.30000 573.30| 5000.00000 5000.00 Removal Of Structures, Structure No. 6 | | | 0074 205A007 1.000 EACH| 2250.00000 2250.00| 573.30000 573.30| 5000.00000 5000.00 Removal Of Structures, Structure No. 7 | | | 0076 205A008 1.000 EACH| 2250.00000 2250.00| 573.30000 573.30| 5000.00000 5000.00 Removal Of Structures, Structure No. 8 | | | 0080 206A000 LUMP| 3750.00000 3750.00| 1484.09000 1484.09| 4200.00000 4200.00 Removal Of Old Bridge Station 222+75 | | | 0090 206A001 LUMP| 3750.00000 3750.00| 1484.09000 1484.09| 4200.00000 4200.00 Removal Of Old Bridge Station 229+00 | | | 0100 206A002 LUMP| 5000.00000 5000.00| 6745.11000 6745.11| 7600.00000 7600.00 Removal Of Old Bridge Station 22+20 | | | (Huntsville Ave.) | | | 0110 206A003 LUMP| 2250.00000 2250.00| 4127.27000 4127.27| 3800.00000 3800.00 Removal Of Old Bridge Station 232+20 | | | 0120 206A004 LUMP| 2250.00000 2250.00| 6745.11000 6745.11| 7600.00000 7600.00 Removal Of Old Bridge Station 12+62 | | | (Union Ave.) | | | 0130 206B000 LUMP| 2250.00000 2250.00| 4917.31000 4917.31| 7600.00000 7600.00 Removal Of Old Box Culvert Station | | | 22+00 (Huntsville Ave.) | | | 0140 206C000 1242.000 SQYD| 2.75000 3415.50| 7.75000 9625.50| 0.65000 807.30 Removing Concrete Sidewalk | | | 0150 206C022 10271.000 SQYD| 2.50000 25677.50| 4.29000 44062.59| 1.30000 13352.30 Removing Concrete Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 19074 |(2) 01018 |(3) 30002 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 206D000 1876.000 LF | 4.10000 7691.60| 6.82000 12794.32| 5.00000 9380.00 Removing Pipe | | | 0170 206D003 7280.000 LF | 1.80000 13104.00| 4.58000 33342.40| 1.30000 9464.00 Removing Curb And Gutter | | | 0180 206D012 240.000 LF | 29.50000 7080.00| 17.20000 4128.00| 5.00000 1200.00 Removing Rock Culvert | | | 0190 206E001 13.000 EACH| 300.00000 3900.00| 238.16000 3096.08| 200.00000 2600.00 Removing Inlets | | | 0200 210A000 482898.000 CYIP| 1.35000 651912.30| 2.00000 965796.00| 1.50000 724347.00 Unclassified Excavation | | | 0210 214A000 13246.000 CUYD| 9.25000 122525.50| 35.00000 463610.00| 10.00000 132460.00 Structure Excavation | | | 0220 214B001 5144.000 CUYD| 16.50000 84876.00| 10.23000 52623.12| 23.00000 118312.00 Foundation Backfill, Commercial | | | 0230 224A000 1000.000 CUYD| 15.00000 15000.00| 0.01000 10.00| 2.50000 2500.00 Lime Sink Excavation | | | 0240 224B000 1000.000 CUYD| 15.00000 15000.00| 0.01000 10.00| 22.00000 22000.00 Special Backfill For Lime Sink, AHD #57,| | | #67 Or #467 | | | 0250 224D000 200.000 CUYD| 110.00000 22000.00| 0.01000 2.00| 130.00000 26000.00 Concrete Seal For Lime Sink | | | 0260 230A000 88.000 RBST| 195.00000 17160.00| 449.83000 39585.04| 450.00000 39600.00 Roadbed Processing | | | 0270 301A004 15731.000 SYCP| 2.18000 34293.58| 2.61000 41057.91| 2.00000 31462.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0280 301A008 33116.000 SYCP| 2.69000 89082.04| 3.12000 103321.92| 2.30000 76166.80 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0290 301A012 99500.000 SYCP| 3.19000 317405.00| 3.39000 337305.00| 2.70000 268650.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0300 327E000 7081.000 TON | 18.21000 128945.01| 21.81000 154436.61| 28.00000 198268.00 Permeable Asphalt Treated Base | | | 0310 401A000 30405.000 SYCP| 0.35000 10641.75| 0.37000 11249.85| 0.25000 7601.25 Bituminous Treatment A | | | 0320 405A000 4577.000 GAL | 1.15000 5263.55| 1.87000 8558.99| 1.00000 4577.00 Tack Coat | | | 0330 424A241 2061.000 TON | 32.06000 66075.66| 41.59000 85716.99| 32.00000 65952.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 19074 |(2) 01018 |(3) 30002 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 424A281 3408.000 TON | 37.51000 127834.08| 47.41000 161573.28| 32.00000 109056.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0350 424B282 8043.000 TON | 22.29000 179278.47| 30.75000 247322.25| 28.00000 225204.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0360 424B442 3740.000 TON | 19.50000 72930.00| 26.96000 100830.40| 28.00000 104720.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Max Aggregate Size | | | Mix, ESAL Range C | | | 0370 424C241 6450.000 TON | 19.50000 125775.00| 27.76000 179052.00| 28.00000 180600.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0380 424C281 10787.000 TON | 22.45000 242168.15| 25.85000 278843.95| 28.00000 302036.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0390 428B000 41607.000 LF | 0.25000 10401.75| 0.05000 2080.35| 0.10000 4160.70 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0400 430B017 1000.000 TNCP| 10.50000 10500.00| 11.52000 11520.00| 15.00000 15000.00 Aggregate Surfacing (AHD #410, #467, Or | | | #810) | | | 0410 450B000 328.000 SQYD| 65.00000 21320.00| 60.00000 19680.00| 60.00000 19680.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0420 502A000 1305086.000 LB | 0.48000 626441.28| 0.40000 522034.40| 0.40000 522034.40 Steel Reinforcement | | | 0430 524A011 7547.000 CUYD| 237.50000 1792412.50| 172.50000 1301857.50| 172.50000 1301857.50 Culvert Concrete (Cast In Place) | | | 0440 530A001 896.000 LF | 18.25000 16352.00| 24.12000 21611.52| 21.00000 18816.00 18" Roadway Pipe (Class 3 R.C.) | | | 0450 530A002 282.000 LF | 25.85000 7289.70| 33.54000 9458.28| 31.00000 8742.00 24" Roadway Pipe (Class 3 R.C.) | | | 0460 530A004 73.000 LF | 48.00000 3504.00| 68.29000 4985.17| 55.00000 4015.00 36" Roadway Pipe (Class 3 R.C.) | | | 0470 530A017 247.000 LF | 85.00000 20995.00| 99.09000 24475.23| 94.00000 23218.00 48" Roadway Pipe (Class 4 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -5 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 19074 |(2) 01018 |(3) 30002 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 530A019 334.000 LF | 122.51000 40918.34| 143.94000 48075.96| 131.00000 43754.00 60" Roadway Pipe (Class 4 R.C.) | | | 0490 530A801 15.000 LF | 39.00000 585.00| 71.85000 1077.75| 51.00000 765.00 18" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0500 533A098 1543.000 LF | 19.70000 30397.10| 23.44000 36167.92| 21.00000 32403.00 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0510 533A099 460.000 LF | 26.24000 12070.40| 31.99000 14715.40| 31.00000 14260.00 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0520 533A100 421.000 LF | 39.08000 16452.68| 47.12000 19837.52| 42.00000 17682.00 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0530 533A101 202.000 LF | 47.00000 9494.00| 67.99000 13733.98| 55.00000 11110.00 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0540 533A102 18.000 LF | 60.00000 1080.00| 86.30000 1553.40| 68.00000 1224.00 42" Storm Sewer Pipe (Class 3 R.C.) | | | 0550 533A103 395.000 LF | 65.00000 25675.00| 94.86000 37469.70| 83.00000 32785.00 48" Storm Sewer Pipe (Class 3 R.C.) | | | 0560 600A000 LUMP| 295000.00000 295000.00| 536421.00000 536421.00| 525980.00000 525980.00 Mobilization | | | 0570 602A000 90.000 EACH| 59.00000 5310.00| 50.00000 4500.00| 130.00000 11700.00 Right Of Way Markers | | | 0580 602B000 2.000 EACH| 100.00000 200.00| 125.00000 250.00| 130.00000 260.00 Land Survey Markers | | | 0590 602C000 10.000 EACH| 55.00000 550.00| 125.00000 1250.00| 130.00000 1300.00 Permanent Easement Marker | | | 0600 604A000 33358.000 SQYD| 0.96000 32023.68| 0.57000 19014.06| 2.20000 73387.60 Separative Geotextile | | | 0610 605A002 11080.000 LF | 5.50000 60940.00| 4.85000 53738.00| 4.85000 53738.00 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0620 606A000 2000.000 LF | 8.00000 16000.00| 5.96000 11920.00| 10.50000 21000.00 6" Underdrain Pipe | | | 0630 610C001 11576.000 TON | 14.50000 167852.00| 14.97000 173292.72| 18.00000 208368.00 Loose Riprap, Class 2 | | | 0640 610C002 6419.000 TON | 15.25000 97889.75| 15.30000 98210.70| 19.00000 121961.00 Loose Riprap, Class 3 | | | 0650 610D000 13463.000 SQYD| 1.55000 20867.65| 0.68000 9154.84| 3.00000 40389.00 Filter Blanket | | | 0660 614A000 786.000 CUYD| 180.00000 141480.00| 195.00000 153270.00| 325.00000 255450.00 Slope Paving | | | 0670 618A000 2282.000 SQYD| 22.25000 50774.50| 15.25000 34800.50| 28.00000 63896.00 Concrete Sidewalk, 4" Thick | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -6 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 19074 |(2) 01018 |(3) 30002 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 619A002 5.000 EACH| 575.00000 2875.00| 680.00000 3400.00| 650.00000 3250.00 18" Roadway Pipe End Treatment, Class 1 | | | 0690 619A003 1.000 EACH| 615.00000 615.00| 720.00000 720.00| 750.00000 750.00 24" Roadway Pipe End Treatment, Class 1 | | | 0700 619A005 2.000 EACH| 650.00000 1300.00| 840.00000 1680.00| 1000.00000 2000.00 36" Roadway Pipe End Treatment, Class 1 | | | 0710 619A006 1.000 EACH| 725.00000 725.00| 1040.00000 1040.00| 1500.00000 1500.00 42" Roadway Pipe End Treatment, Class 1 | | | 0720 619A009 1.000 EACH| 1500.00000 1500.00| 1100.00000 1100.00| 2500.00000 2500.00 60" Roadway Pipe End Treatment, Class 1 | | | 0730 620A000 1.000 CUYD| 1000.00000 1000.00| 400.00000 400.00| 1000.00000 1000.00 Minor Structure Concrete | | | 0740 621A000 6.000 EACH| 1800.00000 10800.00| 1100.00000 6600.00| 2250.00000 13500.00 Junction Boxes, Type 1, 1P Or 5 | | | 0750 621A004 1.000 EACH| 2100.00000 2100.00| 1950.00000 1950.00| 2750.00000 2750.00 Junction Boxes, Type 4 | | | 0760 621A057 2.000 EACH| 1000.00000 2000.00| 1850.00000 3700.00| 1500.00000 3000.00 Junction Boxes, Type Partial | | | 0770 621B000 4.000 EACH| 425.00000 1700.00| 675.00000 2700.00| 675.00000 2700.00 Junction Box Units, Type 1, 1P Or 5 | | | 0780 621B004 1.000 EACH| 1500.00000 1500.00| 725.00000 725.00| 650.00000 650.00 Junction Box Units, Type 4 | | | 0790 621C002 1.000 EACH| 1500.00000 1500.00| 980.00000 980.00| 3000.00000 3000.00 Inlets, Type C, P1 Or P3 | | | 0800 621C015 26.000 EACH| 1470.00000 38220.00| 1450.00000 37700.00| 2050.00000 53300.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0810 621C016 1.000 EACH| 1685.00000 1685.00| 1750.00000 1750.00| 2500.00000 2500.00 Inlets, Type S2 Or S4 (1 Wing) | | | 0820 621C017 6.000 EACH| 1850.00000 11100.00| 1950.00000 11700.00| 2200.00000 13200.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0830 621C020 4.000 EACH| 1800.00000 7200.00| 1300.00000 5200.00| 1640.00000 6560.00 Inlets, Type Y | | | 0840 621C031 1.000 EACH| 1850.00000 1850.00| 1550.00000 1550.00| 2150.00000 2150.00 Inlets, Type S3 (1 Wing) | | | 0850 621C032 3.000 EACH| 1600.00000 4800.00| 950.00000 2850.00| 2500.00000 7500.00 Inlets, Type C (Modified) | | | 0860 621C115 1.000 EACH| 2650.00000 2650.00| 2300.00000 2300.00| 3600.00000 3600.00 Inlets, Type S3 (2 Wing)(Special) | | | 0870 621D015 25.000 EACH| 385.00000 9625.00| 500.00000 12500.00| 450.00000 11250.00 Inlet Units, Type S1 Or S3 | | | 0880 621D016 1.000 EACH| 425.00000 425.00| 550.00000 550.00| 450.00000 450.00 Inlet Units, Type S2 Or S4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -7 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 19074 |(2) 01018 |(3) 30002 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0890 621D019 7.000 EACH| 378.00000 2646.00| 450.00000 3150.00| 400.00000 2800.00 Inlet Units, Type Y | | | 0900 621D020 1.000 EACH| 385.00000 385.00| 550.00000 550.00| 400.00000 400.00 Inlet Units, Type S3 | | | 0910 621D022 1.000 EACH| 445.00000 445.00| 550.00000 550.00| 450.00000 450.00 Inlet Units, Type C, P1 Or P3 | | | 0920 621D039 1.000 EACH| 475.00000 475.00| 550.00000 550.00| 500.00000 500.00 Inlet Units, Type S3 (Special) | | | 0930 621I006 1.000 EACH| 17500.00000 17500.00| 21000.00000 21000.00| 21000.00000 21000.00 Stilling Basins, Type 6 | | | 0940 623A000 241.000 LF | 22.13000 5333.33| 17.95000 4325.95| 19.50000 4699.50 Concrete Gutter | | | 0950 623C000 8257.000 LF | 9.50000 78441.50| 10.95000 90414.15| 7.45000 61514.65 Combination Curb & Gutter, Type C | | | 0960 629A004 167.000 LF | 81.15000 13552.05| 150.00000 25050.00| 71.50000 11940.50 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0970 630A000 1007.000 LF | 11.58000 11661.06| 10.20000 10271.40| 10.20000 10271.40 Steel Beam Guardrail, Class A, Type 1 | | | 0980 630C001 2.000 EACH| 737.75000 1475.50| 650.00000 1300.00| 650.00000 1300.00 Guardrail End Anchor, Type 8 | | | 0990 630C003 2.000 EACH| 1191.75000 2383.50| 1050.00000 2100.00| 1050.00000 2100.00 Guardrail End Anchor, Type 13 | | | 1000 630C070 3.000 EACH| 1362.00000 4086.00| 1200.00000 3600.00| 1200.00000 3600.00 Guardrail End Anchor, Type 10 Series | | | 1010 634A002 3060.000 LF | 14.06000 43023.60| 8.72000 26683.20| 8.33000 25489.80 Industrial Fence, 6 Feet High | | | 1020 634D000 7.000 EACH| 1016.83000 7117.81| 622.65000 4358.55| 967.00000 6769.00 Gate, 14 Feet Wide, Complete With | | | Fittings (With Barbed Wire) | | | 1030 650B000 25403.000 CYIP| 2.15000 54616.45| 4.35000 110503.05| 1.50000 38104.50 Topsoil From Stockpiles | | | 1040 651B000 2.000 TON | 30.00000 60.00| 35.00000 70.00| 316.00000 632.00 Agricultural Limestone | | | 1050 651C000 17.000 TON | 227.00000 3859.00| 150.00000 2550.00| 422.00000 7174.00 8-8-8 Commercial Fertilizer | | | 1060 652A050 9.000 ACRE| 575.00000 5175.00| 600.00000 5400.00| 422.00000 3798.00 Seeding (Mix 1A) | | | 1070 652A053 8.000 ACRE| 575.00000 4600.00| 675.00000 5400.00| 422.00000 3376.00 Seeding (Mix 1E) | | | 1080 652B050 9.000 ACRE| 460.00000 4140.00| 200.00000 1800.00| 316.00000 2844.00 Temporary Seeding (Mix 1AT) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -8 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 19074 |(2) 01018 |(3) 30002 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1090 652C000 17.000 ACRE| 39.64000 673.88| 27.50000 467.50| 43.00000 731.00 Mowing | | | 1100 652D050 9.000 ACRE| 616.00000 5544.00| 250.00000 2250.00| 527.00000 4743.00 Seeding In Stubble (Mix 1A) | | | 1110 654A001 4401.000 SQYD| 3.70000 16283.70| 3.50000 15403.50| 3.70000 16283.70 Solid Sodding (Bermuda) | | | 1120 656A000 21.000 ACRE| 645.00000 13545.00| 600.00000 12600.00| 422.00000 8862.00 Mulching, Class A, Type 1 | | | 1130 656A001 5.000 ACRE| 650.00000 3250.00| 650.00000 3250.00| 632.00000 3160.00 Mulching, Class A, Type 2 | | | 1140 659A000 100.000 SQYD| 3.25000 325.00| 2.25000 225.00| 3.20000 320.00 Erosion Control Netting, Class A | | | 1150 659A001 100.000 SQYD| 3.45000 345.00| 2.25000 225.00| 3.20000 320.00 Erosion Control Netting, Class B | | | 1160 659A002 5233.000 SQYD| 6.75000 35322.75| 3.50000 18315.50| 4.25000 22240.25 Erosion Control Netting, Class C1 | | | 1170 665A000 1.000 ACRE| 400.00000 400.00| 250.00000 250.00| 316.00000 316.00 Temporary Seeding | | | 1180 665B000 1.000 ACRE| 400.00000 400.00| 250.00000 250.00| 316.00000 316.00 Temporary Mulching | | | 1190 665C000 100.000 LF | 14.00000 1400.00| 25.66000 2566.00| 19.00000 1900.00 15" Temporary Pipe | | | 1200 665F000 1068.000 EACH| 3.75000 4005.00| 5.21000 5564.28| 5.25000 5607.00 Hay Bales | | | 1210 665G000 100.000 EACH| 1.25000 125.00| 5.00000 500.00| 1.05000 105.00 Sand Bags | | | 1220 665I000 78.000 TON | 35.00000 2730.00| 16.95000 1322.10| 22.00000 1716.00 Temporary Riprap, Class 2 | | | 1230 665J000 5000.000 LF | 3.45000 17250.00| 3.39000 16950.00| 3.50000 17500.00 Silt Fence, Type A | | | 1240 665K000 330.000 CUYD| 5.50000 1815.00| 4.68000 1544.40| 3.50000 1155.00 Drainage Sump Excavation | | | 1250 665L000 100.000 LF | 36.00000 3600.00| 10.00000 1000.00| 12.75000 1275.00 Floating Basin Boom | | | 1260 666A001 17.000 ACRE| 25.00000 425.00| 0.00000 0.00| 22.00000 374.00 Pest Control Treatment | | | 1270 680A000 LUMP| 145000.00000 145000.00| 82005.00000 82005.00| 50000.00000 50000.00 Engineering Controls | | | 1280 701A028 2.000 MILE| 1720.00000 3440.00| 1500.00000 3000.00| 1500.00000 3000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6"Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -9 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 19074 |(2) 01018 |(3) 30002 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1290 701A032 4.000 MILE| 1710.00000 6840.00| 1500.00000 6000.00| 1500.00000 6000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1300 701A041 3.000 MILE| 1140.00000 3420.00| 1000.00000 3000.00| 1000.00000 3000.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1310 701A048 1.000 MILE| 2850.00000 2850.00| 2500.00000 2500.00| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1320 701B009 3207.000 LF | 0.86000 2758.02| 0.75000 2405.25| 0.75000 2405.25 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1330 701C000 1.000 MILE| 570.00000 570.00| 500.00000 500.00| 500.00000 500.00 Broken Temporary Traffic Stripe | | | 1340 701C001 1.000 MILE| 570.00000 570.00| 500.00000 500.00| 500.00000 500.00 Solid Temporary Traffic Stripe | | | 1350 701D007 1.000 MILE| 1368.00000 1368.00| 1200.00000 1200.00| 1200.00000 1200.00 Solid Traffic Stripe Removed (Paint) | | | 1360 701D014 1.000 MILE| 1140.00000 1140.00| 1000.00000 1000.00| 1000.00000 1000.00 Broken Traffic Stripe Removed (Paint) | | | 1370 703A002 9540.000 SQFT| 2.05000 19557.00| 1.80000 17172.00| 1.80000 17172.00 Traffic Control Markings, Class 2, Type | | | A | | | 1380 703B002 1191.000 SQFT| 3.45000 4108.95| 3.00000 3573.00| 3.00000 3573.00 Traffic Control Legends, Class 2, Type A| | | 1390 703D001 1863.000 SQFT| 1.50000 2794.50| 1.30000 2421.90| 1.30000 2421.90 Temporary Traffic Control Markings | | | 1400 703E001 269.000 SQFT| 1.45000 390.05| 1.30000 349.70| 1.30000 349.70 Temporary Traffic Control Legends | | | 1410 705A030 103.000 EACH| 5.90000 607.70| 5.25000 540.75| 5.25000 540.75 Pavement Markers, Class A-H, Type 2-C | | | 1420 705A031 174.000 EACH| 5.70000 991.80| 5.00000 870.00| 5.00000 870.00 Pavement Markers, Class A-H, Type 1-A | | | 1430 705A037 1212.000 EACH| 5.75000 6969.00| 5.25000 6363.00| 5.25000 6363.00 Pavement Markers, Class A-H, Type 2-D | | | 1440 710A115 352.000 SQFT| 15.39000 5417.28| 18.90000 6652.80| 17.85000 6283.20 Class 4, Aluminum Flat Sign Panels | | | 0.08" Thick Or Steel Flat Sign Panels | | | 14 Gauge (Type III Or Type IV | | | Background) | | | 1450 710A118 217.000 SQFT| 21.09000 4576.53| 26.25000 5696.25| 23.50000 5099.50 Class 2, Aluminum Flat Sign Panels | | | 0.125" Thick Or Steel Flat Sign Panels | | | 12 Gauge (Type III Or Type IV | | | Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -10 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 19074 |(2) 01018 |(3) 30002 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1460 710B001 883.000 LF | 6.73000 5942.59| 5.25000 4635.75| 7.05000 6225.15 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1470 713A000 50.000 LF | 45.00000 2250.00| 95.00000 4750.00| 95.00000 4750.00 Permanent Barricades | | | 1480 726A000 700.000 LF | 44.00000 30800.00| 12.37000 8659.00| 60.00000 42000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1490 726B000 1470.000 LF | 43.00000 63210.00| 49.98000 73470.60| 66.00000 97020.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1500 730D000 LUMP| 8720.00000 8720.00| 8200.00000 8200.00| 8200.00000 8200.00 Furnishing And Installing Traffic | | | Control System (Patton Island Rd. @ | | | Union Ave. & Huntsville Ave.) | | | 1510 730G001 8.000 EACH| 4905.00000 39240.00| 4500.00000 36000.00| 4500.00000 36000.00 Metal Traffic Signal Strain Pole | | | 1520 730H000 3533.000 LF | 1.96000 6924.68| 1.80000 6359.40| 1.80000 6359.40 Loop Detector | | | 1530 730I000 4805.000 LF | 1.53000 7351.65| 1.40000 6727.00| 1.40000 6727.00 Shielded Loop Detector Home-Run Cable | | | 1540 730J000 11.000 EACH| 147.15000 1618.65| 135.00000 1485.00| 135.00000 1485.00 Loop Detector Amplifier | | | 1550 730K000 11.000 EACH| 436.00000 4796.00| 400.00000 4400.00| 400.00000 4400.00 Traffic Signal Junction Box | | | 1560 730L000 40.000 LF | 5.45000 218.00| 5.00000 200.00| 5.00000 200.00 3/4", Metallic, Conduit | | | 1570 730L003 100.000 LF | 3.27000 327.00| 3.00000 300.00| 3.00000 300.00 1", Non-Metallic, Conduit | | | 1580 730L005 2595.000 LF | 4.91000 12741.45| 4.50000 11677.50| 4.50000 11677.50 2", Non-Metallic, Conduit | | | 1590 730L007 105.000 LF | 7.09000 744.45| 6.50000 682.50| 6.50000 682.50 3", Non-Metallic, Conduit | | | 1600 730M000 1500.000 LF | 2.73000 4095.00| 2.50000 3750.00| 2.50000 3750.00 Interconnect Cable, Direct Burial, | | | #14-9C IMSH50-1 | | | 1610 730P001 24.000 EACH| 436.00000 10464.00| 400.00000 9600.00| 400.00000 9600.00 Vehicular Signal Head, 12 Inch 3 Section| | | 1620 730R003 1.000 EACH| 9810.00000 9810.00| 9000.00000 9000.00| 9000.00000 9000.00 Traffic Controller, Type III, 8 Phase | | | 1630 730R005 1.000 EACH| 11990.00000 11990.00| 11000.00000 11000.00| 11000.00000 11000.00 Traffic Controller, Type III, Master | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -11 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 19074 |(2) 01018 |(3) 30002 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1640 740B000 644.000 SQFT| 8.72000 5615.68| 7.88000 5074.72| 12.65000 8146.60 Construction Signs | | | 1650 740C000 77.000 SQFT| 9.75000 750.75| 12.60000 970.20| 15.80000 1216.60 Special Construction Signs | | | 1660 740D000 20.000 EACH| 5.11000 102.20| 50.00000 1000.00| 50.55000 1011.00 Channelizing Drums | | | 1670 740E000 50.000 EACH| 10.79000 539.50| 5.00000 250.00| 12.65000 632.50 Cones (36 Inches High) | | | 1680 740F002 32.000 EACH| 188.35000 6027.20| 250.00000 8000.00| 263.15000 8420.80 Barricades, Type III | | | 1690 740I005 44.000 EACH| 77.00000 3388.00| 913.50000 40194.00| 842.10000 37052.40 Warning Lights, Type B (Detachable Head)| | | 1700 740M000 50.000 EACH| 7.20000 360.00| 3.00000 150.00| 8.45000 422.50 Weight For Cone | | | 1710 741C010 3.000 EACH| 4360.00000 13080.00| 750.00000 2250.00| 4210.40000 12631.20 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1720 742A002 4.000 EACH| 21800.00000 87200.00| 12500.00000 50000.00| 19473.10000 77892.40 Portable Changeable Message Sign, Type 1| | | 1730 750B050 31.000 EACH| 3052.00000 94612.00| 2800.00000 86800.00| 2800.00000 86800.00 Cobra Head Lighting Assembly With One | | | 400 Watt Luminaire | | | 1740 750C000 1.000 EACH| 436.00000 436.00| 400.00000 400.00| 400.00000 400.00 Electrical Junction Box, Type 1 | | | 1750 750D008 1900.000 LF | 4.91000 9329.00| 4.50000 8550.00| 4.50000 8550.00 2" Non-Metallic Conduit | | | 1760 750E006 4800.000 LF | 1.22000 5856.00| 1.10000 5280.00| 1.10000 5280.00 #2 AWG Conductors | | | 1770 750E008 900.000 LF | 1.89000 1701.00| 1.75000 1575.00| 1.75000 1575.00 Conductor, #2/0 AWG | | | 1780 750F004 1.000 EACH| 5400.00000 5400.00| 5000.00000 5000.00| 5000.00000 5000.00 Lighting Control Center, Type NT | | | 1790 750N012 31.000 EACH| 700.00000 21700.00| 650.00000 20150.00| 650.00000 20150.00 Roadway Pole Foundation, Auger Base | | | 1800 750P003 5300.000 LF | 3.57000 18921.00| 3.25000 17225.00| 3.25000 17225.00 Combined Duct And Cable, 2 #4, 1 #6 AWG | | | 1810 756A000 430.000 LF | 21.95000 9438.50| 20.00000 8600.00| 20.00000 8600.00 _Electrical Conduit,_Lines, Type_ | | | Installation 2", 1 Line, Type 2 | | | 1820 756A021 40.000 LF | 27.13000 1085.20| 25.00000 1000.00| 25.00000 1000.00 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -12 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 19074 |(2) 01018 |(3) 30002 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1830 756A022 20.000 LF | 33.00000 660.00| 30.00000 600.00| 30.00000 600.00 4" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1840 756A023 60.000 LF | 37.98000 2278.80| 35.00000 2100.00| 35.00000 2100.00 5" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1850 998A000 LUMP| 269531.25000 269531.25| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 631,500.00) | | | 1860 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 7,755,945.53| $ 7,929,784.25| $ 7,950,710.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,755,945.53| $ 7,929,784.25| $ 7,950,710.57 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -13 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18031 |(5) 14003 | |ROGERS GROUP, INC. |W. S. NEWELL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 318300.00000 318300.00| 400000.00000 400000.00| Clearing & Grubbing (Approximately 43 | | | Acres) | | | 0020 204A000 1.000 EACH| 3000.00000 3000.00| 1.00000 1.00| Closing Water Well | | | 0030 205A001 1.000 EACH| 100.00000 100.00| 1.00000 1.00| Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 100.00000 100.00| 1.00000 1.00| Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 100.00000 100.00| 1.00000 1.00| Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 100.00000 100.00| 1.00000 1.00| Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 100.00000 100.00| 1.00000 1.00| Removal Of Structures, Structure No. 5 | | | 0072 205A006 1.000 EACH| 100.00000 100.00| 1.00000 1.00| Removal Of Structures, Structure No. 6 | | | 0074 205A007 1.000 EACH| 100.00000 100.00| 1.00000 1.00| Removal Of Structures, Structure No. 7 | | | 0076 205A008 1.000 EACH| 100.00000 100.00| 1.00000 1.00| Removal Of Structures, Structure No. 8 | | | 0080 206A000 LUMP| 100.00000 100.00| 1500.00000 1500.00| Removal Of Old Bridge Station 222+75 | | | 0090 206A001 LUMP| 100.00000 100.00| 1500.00000 1500.00| Removal Of Old Bridge Station 229+00 | | | 0100 206A002 LUMP| 100.00000 100.00| 10000.00000 10000.00| Removal Of Old Bridge Station 22+20 | | | (Huntsville Ave.) | | | 0110 206A003 LUMP| 100.00000 100.00| 2500.00000 2500.00| Removal Of Old Bridge Station 232+20 | | | 0120 206A004 LUMP| 100.00000 100.00| 10000.00000 10000.00| Removal Of Old Bridge Station 12+62 | | | (Union Ave.) | | | 0130 206B000 LUMP| 100.00000 100.00| 2500.00000 2500.00| Removal Of Old Box Culvert Station | | | 22+00 (Huntsville Ave.) | | | 0140 206C000 1242.000 SQYD| 1.50000 1863.00| 3.00000 3726.00| Removing Concrete Sidewalk | | | 0150 206C022 10271.000 SQYD| 1.50000 15406.50| 2.00000 20542.00| Removing Concrete Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -14 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18031 |(5) 14003 | |ROGERS GROUP, INC. |W. S. NEWELL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 206D000 1876.000 LF | 1.50000 2814.00| 5.00000 9380.00| Removing Pipe | | | 0170 206D003 7280.000 LF | 1.60000 11648.00| 2.00000 14560.00| Removing Curb And Gutter | | | 0180 206D012 240.000 LF | 5.00000 1200.00| 10.00000 2400.00| Removing Rock Culvert | | | 0190 206E001 13.000 EACH| 135.00000 1755.00| 300.00000 3900.00| Removing Inlets | | | 0200 210A000 482898.000 CYIP| 1.45000 700202.10| 2.21000 1067204.58| Unclassified Excavation | | | 0210 214A000 13246.000 CUYD| 25.00000 331150.00| 11.50000 152329.00| Structure Excavation | | | 0220 214B001 5144.000 CUYD| 20.00000 102880.00| 25.00000 128600.00| Foundation Backfill, Commercial | | | 0230 224A000 1000.000 CUYD| 10.00000 10000.00| 10.00000 10000.00| Lime Sink Excavation | | | 0240 224B000 1000.000 CUYD| 30.00000 30000.00| 20.00000 20000.00| Special Backfill For Lime Sink, AHD #57,| | | #67 Or #467 | | | 0250 224D000 200.000 CUYD| 120.00000 24000.00| 80.00000 16000.00| Concrete Seal For Lime Sink | | | 0260 230A000 88.000 RBST| 165.00000 14520.00| 300.00000 26400.00| Roadbed Processing | | | 0270 301A004 15731.000 SYCP| 2.00000 31462.00| 2.00000 31462.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0280 301A008 33116.000 SYCP| 2.30000 76166.80| 2.30000 76166.80| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0290 301A012 99500.000 SYCP| 2.70000 268650.00| 2.70000 268650.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0300 327E000 7081.000 TON | 28.00000 198268.00| 28.00000 198268.00| Permeable Asphalt Treated Base | | | 0310 401A000 30405.000 SYCP| 0.25000 7601.25| 0.25000 7601.25| Bituminous Treatment A | | | 0320 405A000 4577.000 GAL | 1.00000 4577.00| 1.00000 4577.00| Tack Coat | | | 0330 424A241 2061.000 TON | 32.00000 65952.00| 32.00000 65952.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -15 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18031 |(5) 14003 | |ROGERS GROUP, INC. |W. S. NEWELL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 424A281 3408.000 TON | 32.00000 109056.00| 32.00000 109056.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0350 424B282 8043.000 TON | 28.00000 225204.00| 28.00000 225204.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0360 424B442 3740.000 TON | 28.00000 104720.00| 28.00000 104720.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Max Aggregate Size | | | Mix, ESAL Range C | | | 0370 424C241 6450.000 TON | 28.00000 180600.00| 28.00000 180600.00| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0380 424C281 10787.000 TON | 28.00000 302036.00| 28.00000 302036.00| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0390 428B000 41607.000 LF | 0.10000 4160.70| 0.10000 4160.70| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0400 430B017 1000.000 TNCP| 15.00000 15000.00| 20.00000 20000.00| Aggregate Surfacing (AHD #410, #467, Or | | | #810) | | | 0410 450B000 328.000 SQYD| 55.00000 18040.00| 50.00000 16400.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0420 502A000 1305086.000 LB | 0.48000 626441.28| 0.45000 587288.70| Steel Reinforcement | | | 0430 524A011 7547.000 CUYD| 235.00000 1773545.00| 215.00000 1622605.00| Culvert Concrete (Cast In Place) | | | 0440 530A001 896.000 LF | 20.00000 17920.00| 23.00000 20608.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0450 530A002 282.000 LF | 36.00000 10152.00| 30.00000 8460.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0460 530A004 73.000 LF | 75.00000 5475.00| 51.00000 3723.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0470 530A017 247.000 LF | 110.00000 27170.00| 90.00000 22230.00| 48" Roadway Pipe (Class 4 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -16 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18031 |(5) 14003 | |ROGERS GROUP, INC. |W. S. NEWELL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 530A019 334.000 LF | 125.00000 41750.00| 133.00000 44422.00| 60" Roadway Pipe (Class 4 R.C.) | | | 0490 530A801 15.000 LF | 80.00000 1200.00| 55.00000 825.00| 18" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0500 533A098 1543.000 LF | 26.00000 40118.00| 23.00000 35489.00| 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0510 533A099 460.000 LF | 36.00000 16560.00| 30.00000 13800.00| 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0520 533A100 421.000 LF | 50.00000 21050.00| 40.00000 16840.00| 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0530 533A101 202.000 LF | 65.00000 13130.00| 51.00000 10302.00| 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0540 533A102 18.000 LF | 85.00000 1530.00| 62.00000 1116.00| 42" Storm Sewer Pipe (Class 3 R.C.) | | | 0550 533A103 395.000 LF | 90.00000 35550.00| 80.00000 31600.00| 48" Storm Sewer Pipe (Class 3 R.C.) | | | 0560 600A000 LUMP| 285000.00000 285000.00| 163090.00000 163090.00| Mobilization | | | 0570 602A000 90.000 EACH| 75.00000 6750.00| 80.00000 7200.00| Right Of Way Markers | | | 0580 602B000 2.000 EACH| 100.00000 200.00| 150.00000 300.00| Land Survey Markers | | | 0590 602C000 10.000 EACH| 100.00000 1000.00| 150.00000 1500.00| Permanent Easement Marker | | | 0600 604A000 33358.000 SQYD| 1.50000 50037.00| 1.50000 50037.00| Separative Geotextile | | | 0610 605A002 11080.000 LF | 3.00000 33240.00| 4.85000 53738.00| Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0620 606A000 2000.000 LF | 5.00000 10000.00| 10.00000 20000.00| 6" Underdrain Pipe | | | 0630 610C001 11576.000 TON | 18.00000 208368.00| 19.00000 219944.00| Loose Riprap, Class 2 | | | 0640 610C002 6419.000 TON | 20.00000 128380.00| 19.00000 121961.00| Loose Riprap, Class 3 | | | 0650 610D000 13463.000 SQYD| 1.25000 16828.75| 2.50000 33657.50| Filter Blanket | | | 0660 614A000 786.000 CUYD| 215.00000 168990.00| 195.00000 153270.00| Slope Paving | | | 0670 618A000 2282.000 SQYD| 28.00000 63896.00| 20.00000 45640.00| Concrete Sidewalk, 4" Thick | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -17 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18031 |(5) 14003 | |ROGERS GROUP, INC. |W. S. NEWELL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 619A002 5.000 EACH| 500.00000 2500.00| 600.00000 3000.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0690 619A003 1.000 EACH| 650.00000 650.00| 625.00000 625.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0700 619A005 2.000 EACH| 850.00000 1700.00| 650.00000 1300.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0710 619A006 1.000 EACH| 900.00000 900.00| 700.00000 700.00| 42" Roadway Pipe End Treatment, Class 1 | | | 0720 619A009 1.000 EACH| 1200.00000 1200.00| 1650.00000 1650.00| 60" Roadway Pipe End Treatment, Class 1 | | | 0730 620A000 1.000 CUYD| 700.00000 700.00| 1500.00000 1500.00| Minor Structure Concrete | | | 0740 621A000 6.000 EACH| 1900.00000 11400.00| 2000.00000 12000.00| Junction Boxes, Type 1, 1P Or 5 | | | 0750 621A004 1.000 EACH| 2900.00000 2900.00| 3000.00000 3000.00| Junction Boxes, Type 4 | | | 0760 621A057 2.000 EACH| 1800.00000 3600.00| 1500.00000 3000.00| Junction Boxes, Type Partial | | | 0770 621B000 4.000 EACH| 700.00000 2800.00| 600.00000 2400.00| Junction Box Units, Type 1, 1P Or 5 | | | 0780 621B004 1.000 EACH| 1000.00000 1000.00| 800.00000 800.00| Junction Box Units, Type 4 | | | 0790 621C002 1.000 EACH| 1800.00000 1800.00| 2000.00000 2000.00| Inlets, Type C, P1 Or P3 | | | 0800 621C015 26.000 EACH| 1800.00000 46800.00| 2500.00000 65000.00| Inlets, Type S1 Or S3 (1 Wing) | | | 0810 621C016 1.000 EACH| 2100.00000 2100.00| 2500.00000 2500.00| Inlets, Type S2 Or S4 (1 Wing) | | | 0820 621C017 6.000 EACH| 2100.00000 12600.00| 3000.00000 18000.00| Inlets, Type S1 Or S3 (2 Wing) | | | 0830 621C020 4.000 EACH| 1800.00000 7200.00| 2000.00000 8000.00| Inlets, Type Y | | | 0840 621C031 1.000 EACH| 2100.00000 2100.00| 2500.00000 2500.00| Inlets, Type S3 (1 Wing) | | | 0850 621C032 3.000 EACH| 1800.00000 5400.00| 2500.00000 7500.00| Inlets, Type C (Modified) | | | 0860 621C115 1.000 EACH| 2100.00000 2100.00| 3250.00000 3250.00| Inlets, Type S3 (2 Wing)(Special) | | | 0870 621D015 25.000 EACH| 500.00000 12500.00| 500.00000 12500.00| Inlet Units, Type S1 Or S3 | | | 0880 621D016 1.000 EACH| 700.00000 700.00| 500.00000 500.00| Inlet Units, Type S2 Or S4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -18 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18031 |(5) 14003 | |ROGERS GROUP, INC. |W. S. NEWELL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0890 621D019 7.000 EACH| 500.00000 3500.00| 500.00000 3500.00| Inlet Units, Type Y | | | 0900 621D020 1.000 EACH| 500.00000 500.00| 500.00000 500.00| Inlet Units, Type S3 | | | 0910 621D022 1.000 EACH| 500.00000 500.00| 500.00000 500.00| Inlet Units, Type C, P1 Or P3 | | | 0920 621D039 1.000 EACH| 500.00000 500.00| 500.00000 500.00| Inlet Units, Type S3 (Special) | | | 0930 621I006 1.000 EACH| 18500.00000 18500.00| 25000.00000 25000.00| Stilling Basins, Type 6 | | | 0940 623A000 241.000 LF | 16.00000 3856.00| 18.00000 4338.00| Concrete Gutter | | | 0950 623C000 8257.000 LF | 10.00000 82570.00| 14.00000 115598.00| Combination Curb & Gutter, Type C | | | 0960 629A004 167.000 LF | 100.00000 16700.00| 75.00000 12525.00| Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0970 630A000 1007.000 LF | 11.50000 11580.50| 10.20000 10271.40| Steel Beam Guardrail, Class A, Type 1 | | | 0980 630C001 2.000 EACH| 550.00000 1100.00| 650.00000 1300.00| Guardrail End Anchor, Type 8 | | | 0990 630C003 2.000 EACH| 950.00000 1900.00| 1050.00000 2100.00| Guardrail End Anchor, Type 13 | | | 1000 630C070 3.000 EACH| 1275.00000 3825.00| 1200.00000 3600.00| Guardrail End Anchor, Type 10 Series | | | 1010 634A002 3060.000 LF | 15.00000 45900.00| 8.33000 25489.80| Industrial Fence, 6 Feet High | | | 1020 634D000 7.000 EACH| 360.00000 2520.00| 966.38000 6764.66| Gate, 14 Feet Wide, Complete With | | | Fittings (With Barbed Wire) | | | 1030 650B000 25403.000 CYIP| 4.00000 101612.00| 2.50000 63507.50| Topsoil From Stockpiles | | | 1040 651B000 2.000 TON | 35.00000 70.00| 30.00000 60.00| Agricultural Limestone | | | 1050 651C000 17.000 TON | 150.00000 2550.00| 350.00000 5950.00| 8-8-8 Commercial Fertilizer | | | 1060 652A050 9.000 ACRE| 600.00000 5400.00| 850.00000 7650.00| Seeding (Mix 1A) | | | 1070 652A053 8.000 ACRE| 675.00000 5400.00| 850.00000 6800.00| Seeding (Mix 1E) | | | 1080 652B050 9.000 ACRE| 200.00000 1800.00| 400.00000 3600.00| Temporary Seeding (Mix 1AT) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -19 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18031 |(5) 14003 | |ROGERS GROUP, INC. |W. S. NEWELL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1090 652C000 17.000 ACRE| 27.50000 467.50| 30.00000 510.00| Mowing | | | 1100 652D050 9.000 ACRE| 250.00000 2250.00| 700.00000 6300.00| Seeding In Stubble (Mix 1A) | | | 1110 654A001 4401.000 SQYD| 3.50000 15403.50| 2.50000 11002.50| Solid Sodding (Bermuda) | | | 1120 656A000 21.000 ACRE| 600.00000 12600.00| 400.00000 8400.00| Mulching, Class A, Type 1 | | | 1130 656A001 5.000 ACRE| 650.00000 3250.00| 500.00000 2500.00| Mulching, Class A, Type 2 | | | 1140 659A000 100.000 SQYD| 2.25000 225.00| 2.00000 200.00| Erosion Control Netting, Class A | | | 1150 659A001 100.000 SQYD| 2.25000 225.00| 2.00000 200.00| Erosion Control Netting, Class B | | | 1160 659A002 5233.000 SQYD| 3.50000 18315.50| 5.20000 27211.60| Erosion Control Netting, Class C1 | | | 1170 665A000 1.000 ACRE| 250.00000 250.00| 500.00000 500.00| Temporary Seeding | | | 1180 665B000 1.000 ACRE| 250.00000 250.00| 500.00000 500.00| Temporary Mulching | | | 1190 665C000 100.000 LF | 20.00000 2000.00| 22.00000 2200.00| 15" Temporary Pipe | | | 1200 665F000 1068.000 EACH| 10.00000 10680.00| 6.00000 6408.00| Hay Bales | | | 1210 665G000 100.000 EACH| 10.00000 1000.00| 1.00000 100.00| Sand Bags | | | 1220 665I000 78.000 TON | 25.00000 1950.00| 20.00000 1560.00| Temporary Riprap, Class 2 | | | 1230 665J000 5000.000 LF | 5.00000 25000.00| 4.00000 20000.00| Silt Fence, Type A | | | 1240 665K000 330.000 CUYD| 10.00000 3300.00| 10.00000 3300.00| Drainage Sump Excavation | | | 1250 665L000 100.000 LF | 25.00000 2500.00| 30.00000 3000.00| Floating Basin Boom | | | 1260 666A001 17.000 ACRE| 5.00000 85.00| 30.00000 510.00| Pest Control Treatment | | | 1270 680A000 LUMP| 75000.00000 75000.00| 152000.00000 152000.00| Engineering Controls | | | 1280 701A028 2.000 MILE| 1500.00000 3000.00| 1500.00000 3000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6"Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -20 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18031 |(5) 14003 | |ROGERS GROUP, INC. |W. S. NEWELL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1290 701A032 4.000 MILE| 1500.00000 6000.00| 1500.00000 6000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1300 701A041 3.000 MILE| 1000.00000 3000.00| 1000.00000 3000.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1310 701A048 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1320 701B009 3207.000 LF | 0.75000 2405.25| 0.75000 2405.25| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1330 701C000 1.000 MILE| 500.00000 500.00| 500.00000 500.00| Broken Temporary Traffic Stripe | | | 1340 701C001 1.000 MILE| 500.00000 500.00| 500.00000 500.00| Solid Temporary Traffic Stripe | | | 1350 701D007 1.000 MILE| 1200.00000 1200.00| 1200.00000 1200.00| Solid Traffic Stripe Removed (Paint) | | | 1360 701D014 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| Broken Traffic Stripe Removed (Paint) | | | 1370 703A002 9540.000 SQFT| 1.80000 17172.00| 1.80000 17172.00| Traffic Control Markings, Class 2, Type | | | A | | | 1380 703B002 1191.000 SQFT| 3.00000 3573.00| 3.00000 3573.00| Traffic Control Legends, Class 2, Type A| | | 1390 703D001 1863.000 SQFT| 1.30000 2421.90| 1.30000 2421.90| Temporary Traffic Control Markings | | | 1400 703E001 269.000 SQFT| 1.30000 349.70| 1.30000 349.70| Temporary Traffic Control Legends | | | 1410 705A030 103.000 EACH| 5.25000 540.75| 5.25000 540.75| Pavement Markers, Class A-H, Type 2-C | | | 1420 705A031 174.000 EACH| 5.00000 870.00| 5.00000 870.00| Pavement Markers, Class A-H, Type 1-A | | | 1430 705A037 1212.000 EACH| 5.25000 6363.00| 5.25000 6363.00| Pavement Markers, Class A-H, Type 2-D | | | 1440 710A115 352.000 SQFT| 13.50000 4752.00| 13.50000 4752.00| Class 4, Aluminum Flat Sign Panels | | | 0.08" Thick Or Steel Flat Sign Panels | | | 14 Gauge (Type III Or Type IV | | | Background) | | | 1450 710A118 217.000 SQFT| 18.50000 4014.50| 18.50000 4014.50| Class 2, Aluminum Flat Sign Panels | | | 0.125" Thick Or Steel Flat Sign Panels | | | 12 Gauge (Type III Or Type IV | | | Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -21 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18031 |(5) 14003 | |ROGERS GROUP, INC. |W. S. NEWELL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1460 710B001 883.000 LF | 5.90000 5209.70| 5.90000 5209.70| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1470 713A000 50.000 LF | 100.00000 5000.00| 95.00000 4750.00| Permanent Barricades | | | 1480 726A000 700.000 LF | 40.00000 28000.00| 42.00000 29400.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 1490 726B000 1470.000 LF | 45.00000 66150.00| 45.00000 66150.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 1500 730D000 LUMP| 8200.00000 8200.00| 8200.00000 8200.00| Furnishing And Installing Traffic | | | Control System (Patton Island Rd. @ | | | Union Ave. & Huntsville Ave.) | | | 1510 730G001 8.000 EACH| 4500.00000 36000.00| 4500.00000 36000.00| Metal Traffic Signal Strain Pole | | | 1520 730H000 3533.000 LF | 1.80000 6359.40| 1.80000 6359.40| Loop Detector | | | 1530 730I000 4805.000 LF | 1.40000 6727.00| 1.40000 6727.00| Shielded Loop Detector Home-Run Cable | | | 1540 730J000 11.000 EACH| 135.00000 1485.00| 135.00000 1485.00| Loop Detector Amplifier | | | 1550 730K000 11.000 EACH| 400.00000 4400.00| 400.00000 4400.00| Traffic Signal Junction Box | | | 1560 730L000 40.000 LF | 5.00000 200.00| 5.00000 200.00| 3/4", Metallic, Conduit | | | 1570 730L003 100.000 LF | 3.00000 300.00| 3.00000 300.00| 1", Non-Metallic, Conduit | | | 1580 730L005 2595.000 LF | 4.50000 11677.50| 4.50000 11677.50| 2", Non-Metallic, Conduit | | | 1590 730L007 105.000 LF | 6.50000 682.50| 6.50000 682.50| 3", Non-Metallic, Conduit | | | 1600 730M000 1500.000 LF | 2.50000 3750.00| 2.50000 3750.00| Interconnect Cable, Direct Burial, | | | #14-9C IMSH50-1 | | | 1610 730P001 24.000 EACH| 400.00000 9600.00| 400.00000 9600.00| Vehicular Signal Head, 12 Inch 3 Section| | | 1620 730R003 1.000 EACH| 9000.00000 9000.00| 9000.00000 9000.00| Traffic Controller, Type III, 8 Phase | | | 1630 730R005 1.000 EACH| 11000.00000 11000.00| 11000.00000 11000.00| Traffic Controller, Type III, Master | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -22 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18031 |(5) 14003 | |ROGERS GROUP, INC. |W. S. NEWELL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1640 740B000 644.000 SQFT| 20.00000 12880.00| 12.72000 8191.68| Construction Signs | | | 1650 740C000 77.000 SQFT| 25.00000 1925.00| 15.90000 1224.30| Special Construction Signs | | | 1660 740D000 20.000 EACH| 50.00000 1000.00| 50.88000 1017.60| Channelizing Drums | | | 1670 740E000 50.000 EACH| 5.00000 250.00| 12.72000 636.00| Cones (36 Inches High) | | | 1680 740F002 32.000 EACH| 325.00000 10400.00| 265.00000 8480.00| Barricades, Type III | | | 1690 740I005 44.000 EACH| 750.00000 33000.00| 848.00000 37312.00| Warning Lights, Type B (Detachable Head)| | | 1700 740M000 50.000 EACH| 5.00000 250.00| 8.48000 424.00| Weight For Cone | | | 1710 741C010 3.000 EACH| 3500.00000 10500.00| 4240.00000 12720.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1720 742A002 4.000 EACH| 15000.00000 60000.00| 19610.00000 78440.00| Portable Changeable Message Sign, Type 1| | | 1730 750B050 31.000 EACH| 2800.00000 86800.00| 2800.00000 86800.00| Cobra Head Lighting Assembly With One | | | 400 Watt Luminaire | | | 1740 750C000 1.000 EACH| 400.00000 400.00| 400.00000 400.00| Electrical Junction Box, Type 1 | | | 1750 750D008 1900.000 LF | 4.50000 8550.00| 4.50000 8550.00| 2" Non-Metallic Conduit | | | 1760 750E006 4800.000 LF | 1.10000 5280.00| 1.10000 5280.00| #2 AWG Conductors | | | 1770 750E008 900.000 LF | 1.75000 1575.00| 1.75000 1575.00| Conductor, #2/0 AWG | | | 1780 750F004 1.000 EACH| 5000.00000 5000.00| 5000.00000 5000.00| Lighting Control Center, Type NT | | | 1790 750N012 31.000 EACH| 650.00000 20150.00| 650.00000 20150.00| Roadway Pole Foundation, Auger Base | | | 1800 750P003 5300.000 LF | 3.25000 17225.00| 3.25000 17225.00| Combined Duct And Cable, 2 #4, 1 #6 AWG | | | 1810 756A000 430.000 LF | 20.00000 8600.00| 20.00000 8600.00| _Electrical Conduit,_Lines, Type_ | | | Installation 2", 1 Line, Type 2 | | | 1820 756A021 40.000 LF | 25.00000 1000.00| 25.00000 1000.00| 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 020 -23 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000630020 COUNTIES : LAUDERDALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18031 |(5) 14003 | |ROGERS GROUP, INC. |W. S. NEWELL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1830 756A022 20.000 LF | 30.00000 600.00| 30.00000 600.00| 4" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1840 756A023 60.000 LF | 35.00000 2100.00| 35.00000 2100.00| 5" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1850 998A000 LUMP| 30000.00000 30000.00| 331500.00000 331500.00| Construction Fuel (Maximum Bid Limited | | | To $ 631,500.00) | | | 1860 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 7,987,386.58| $ 8,419,910.77| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,987,386.58| $ 8,419,910.77| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20000630021 COUNTIES : LAMAR LETTING DATE : 06/30/00 10:00 AM DISTRICT : 05 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-264(6) for constructing the Bridge Culvert Replacement and Approaches on S.R. #118 (U.S. #278) at Indian Creek, west of Sulligent. Length - 0.359 km. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16003 PHILLIPS CONTRACTING CO., INC. $ 467,157.00 100.0000% 2 20011 TRI COUNTY CONCRETE CONSTRUCTION, INC. $ 479,691.32 102.6831% 3 18024 RACON, INC. $ 531,946.24 113.8688% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20000630021 COUNTIES : LAMAR LETTING DATE : 06/30/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 16003 |(2) 20011 |(3) 18024 |PHILLIPS CONTRACTING CO., IN|TRI COUNTY CONCRETE CONSTRUC|RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 6000.00000 6000.00| 54200.00000 54200.00| 15000.00000 15000.00 Clearing & Grubbing (Approximately 1 | | | Hectare) | | | 0020 206A000 LUMP| 4000.00000 4000.00| 45937.72000 45937.72| 5000.00000 5000.00 Removal Of Old Bridge, Station 47+27.000| | | 0030 206D000 88.000 M | 10.00000 880.00| 4.10000 360.80| 22.75000 2002.00 Removing Pipe | | | 0040 206D001 52.000 M | 8.00000 416.00| 4.92000 255.84| 18.00000 936.00 Removing Guardrail | | | 0050 206E010 4.000 EACH| 125.00000 500.00| 55.00000 220.00| 225.00000 900.00 Removing Guardrail End Anchor (Type 2-B)| | | 0060 206E019 4.000 EACH| 125.00000 500.00| 55.00000 220.00| 100.00000 400.00 Removing Guardrail End Anchor (Type 10) | | | 0070 210A000 7056.000 M3 | 6.00000 42336.00| 3.90000 27518.40| 3.75000 26460.00 Unclassified Excavation | | | 0080 210D013 12064.000 M3 | 7.00000 84448.00| 5.00000 60320.00| 7.00000 84448.00 Borrow Excavation (A-4(0) or Better) | | | 0090 214A000 636.000 M3 | 8.00000 5088.00| 4.22000 2683.92| 10.00000 6360.00 Structure Excavation | | | 0100 214B001 219.000 M3 | 28.00000 6132.00| 17.50000 3832.50| 39.00000 8541.00 Foundation Backfill, Commercial | | | 0110 230A000 1.000 RBST| 3000.00000 3000.00| 1000.00000 1000.00| 2022.89000 2022.89 Roadbed Processing | | | 0120 301A004 240.000 M2 | 6.00000 1440.00| 6.00000 1440.00| 10.00000 2400.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 100 mm Compacted Thickness | | | 0130 301A008 2882.000 M2 | 6.00000 17292.00| 6.00000 17292.00| 6.00000 17292.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 125 mm Compacted Thickness | | | 0140 305B060 25.000 MTON| 26.00000 650.00| 18.00000 450.00| 26.00000 650.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0150 401A000 306.000 M2 | 2.00000 612.00| 2.00000 612.00| 2.23000 682.38 Bituminous Treatment A | | | 0160 401A012 1302.000 M2 | 5.00000 6510.00| 5.00000 6510.00| 5.57000 7252.14 Bituminous Treatment AJG | | | 0170 401B106 240.000 M2 | 6.00000 1440.00| 6.00000 1440.00| 6.69000 1605.60 Bituminous Treatment JG (With Polymer | | | Additive) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20000630021 COUNTIES : LAMAR LETTING DATE : 06/30/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 16003 |(2) 20011 |(3) 18024 |PHILLIPS CONTRACTING CO., IN|TRI COUNTY CONCRETE CONSTRUC|RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 405A000 393.000 L | 1.00000 393.00| 1.00000 393.00| 1.11000 436.23 Tack Coat | | | 0190 429A260 234.000 MTON| 90.00000 21060.00| 90.00000 21060.00| 100.28000 23465.52 Improved Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0200 429A263 20.000 MTON| 100.00000 2000.00| 100.00000 2000.00| 111.43000 2228.60 Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 12.5 mm | | | Maximum Aggregate Size Mix, ESAL Range D| | | 0210 429A266 20.000 MTON| 90.00000 1800.00| 90.00000 1800.00| 100.28000 2005.60 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 12.5 mm | | | Maximum Aggregate Size Mix, ESAL Range D| | | 0220 429A269 20.000 MTON| 90.00000 1800.00| 90.00000 1800.00| 100.28000 2005.60 Improved Bituminous Concrete Wearing | | | Surface Layer, Widening, 12.5 mm | | | Maximum Aggregate Size Mix, ESAL Range D| | | 0230 429B262 56.000 MTON| 90.00000 5040.00| 90.00000 5040.00| 100.28000 5615.68 Improved Bituminous Concrete Binder | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0240 429B266 20.000 MTON| 100.00000 2000.00| 100.00000 2000.00| 111.43000 2228.60 Improved Bituminous Concrete Binder | | | Layer, Patching, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0250 429B270 20.000 MTON| 90.00000 1800.00| 90.00000 1800.00| 100.28000 2005.60 Improved Bituminous Concrete Binder | | | Layer, Leveling, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0260 429B273 20.000 MTON| 90.00000 1800.00| 90.00000 1800.00| 100.28000 2005.60 Improved Bituminous Concrete Binder | | | Layer, Widening, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0270 429C261 104.000 MTON| 90.00000 9360.00| 90.00000 9360.00| 100.28000 10429.12 Improved Bituminous Concrete Base Layer,| | | 37.5 mm Maximum Aggregate Size Mix, | | | ESAL Range D | | | 0280 429C271 93.000 MTON| 90.00000 8370.00| 90.00000 8370.00| 100.28000 9326.04 Improved Bituminous Concrete Base Layer,| | | Widening, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 021 -4 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20000630021 COUNTIES : LAMAR LETTING DATE : 06/30/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 16003 |(2) 20011 |(3) 18024 |PHILLIPS CONTRACTING CO., IN|TRI COUNTY CONCRETE CONSTRUC|RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 502A000 24454.000 KG | 1.00000 24454.00| 1.00000 24454.00| 1.10000 26899.40 Steel Reinforcement | | | 0300 524A011 218.000 M3 | 370.00000 80660.00| 313.76000 68399.68| 460.00000 100280.00 Culvert Concrete (Cast In Place) | | | 0310 530A606 74.000 M | 135.00000 9990.00| 97.15000 7189.10| 123.88000 9167.12 1200 Roadway Pipe(2.0 mm Wall Thickness | | | C.S.) (Temporary) | | | 0320 535A001 20.000 M | 60.00000 1200.00| 52.00000 1040.00| 81.65000 1633.00 450 mm Side Drain Pipe | | | 0330 600A000 LUMP| 22000.00000 22000.00| 11250.00000 11250.00| 25000.00000 25000.00 Mobilization | | | 0340 601A000 1.000 EACH| 2000.00000 2000.00| 4000.00000 4000.00| 2500.00000 2500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0350 610C002 284.000 MTON| 31.00000 8804.00| 20.50000 5822.00| 22.84000 6486.56 Loose Riprap, Class 3 | | | 0360 610D000 210.000 M2 | 3.00000 630.00| 11.50000 2415.00| 1.74000 365.40 Filter Blanket | | | 0370 619A101 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| 474.16000 1896.64 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0380 630A000 76.000 M | 45.00000 3420.00| 45.00000 3420.00| 50.14000 3810.64 Steel Beam Guardrail, Class A, Type 1 | | | 0390 630C070 4.000 EACH| 1300.00000 5200.00| 1300.00000 5200.00| 1448.54000 5794.16 Guardrail End Anchor, Type 10 Series | | | 0400 641A036 160.000 M | 81.00000 12960.00| 59.56000 9529.60| 196.11000 31377.60 203.2 Millimeter D.I. Water Main Laid | | | 0410 641C001 2.000 EACH| 1025.00000 2050.00| 1650.00000 3300.00| 3677.06000 7354.12 203.2 Millimeter Gate Valves With Box | | | 0420 650A000 470.000 M3 | 8.00000 3760.00| 6.50000 3055.00| 10.00000 4700.00 Topsoil | | | 0430 651B000 4.000 MTON| 125.00000 500.00| 50.00000 200.00| 42.96000 171.84 Agricultural Limestone | | | 0440 652A050 1.000 HA | 2500.00000 2500.00| 1483.00000 1483.00| 1313.14000 1313.14 Seeding (Mix 1A) | | | 0450 652B050 1.000 HA | 1500.00000 1500.00| 1300.00000 1300.00| 879.61000 879.61 Temporary Seeding (Mix 1AT) | | | 0460 652D050 1.000 HA | 1000.00000 1000.00| 1483.00000 1483.00| 1074.76000 1074.76 Seeding In Stubble (Mix 1A) | | | 0470 654A001 140.000 M2 | 6.00000 840.00| 5.00000 700.00| 4.23000 592.20 Solid Sodding (Bermuda) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 021 -5 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20000630021 COUNTIES : LAMAR LETTING DATE : 06/30/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 16003 |(2) 20011 |(3) 18024 |PHILLIPS CONTRACTING CO., IN|TRI COUNTY CONCRETE CONSTRUC|RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 656A000 2.000 HA | 1500.00000 3000.00| 741.00000 1482.00| 1110.83000 2221.66 Mulching, Class A, Type 1 | | | 0490 659A010 50.000 M2 | 10.00000 500.00| 3.00000 150.00| 1.95000 97.50 Erosion Control Netting, Class A (Jute | | | Netting) | | | 0500 665F000 250.000 EACH| 3.00000 750.00| 5.00000 1250.00| 6.11000 1527.50 Hay Bales | | | 0510 665G000 250.000 EACH| 3.00000 750.00| 3.00000 750.00| 3.55000 887.50 Sand Bags | | | 0520 665I000 264.000 MTON| 30.00000 7920.00| 25.00000 6600.00| 28.93000 7637.52 Temporary Riprap, Class 2 | | | 0530 665J000 812.000 M | 12.50000 10150.00| 15.00000 12180.00| 19.43000 15777.16 Silt Fence, Type A | | | 0540 665K000 12.000 M3 | 8.00000 96.00| 20.00000 240.00| 17.28000 207.36 Drainage Sump Excavation | | | 0550 680A000 LUMP| 7500.00000 7500.00| 5500.00000 5500.00| 14909.61000 14909.61 Engineering Controls | | | 0560 701A028 1.000 KM | 1900.00000 1900.00| 1864.04000 1864.04| 2077.03000 2077.03 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0570 701A048 1.000 KM | 2200.00000 2200.00| 2174.72000 2174.72| 2423.21000 2423.21 Solid Yellow, Class 2, Type A, Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0580 701C001 1.000 KM | 350.00000 350.00| 311.00000 311.00| 346.54000 346.54 Solid Temporary Traffic Stripe | | | 0590 701D008 1.000 KM | 950.00000 950.00| 933.00000 933.00| 1039.61000 1039.61 Solid Traffic Stripe Removed (Plastic) | | | 0600 705A023 44.000 EACH| 12.00000 528.00| 10.00000 440.00| 11.14000 490.16 Pavement Markers, Class C, Type 2-D | | | 0610 705A037 30.000 EACH| 12.00000 360.00| 10.00000 300.00| 11.14000 334.20 Pavement Markers, Class A-H, Type 2-D | | | 0620 740B000 29.000 M2 | 92.00000 2668.00| 120.00000 3480.00| 102.05000 2959.45 Construction Signs | | | 0630 740D000 20.000 EACH| 50.00000 1000.00| 58.25000 1165.00| 39.13000 782.60 Channelizing Drums | | | 0640 740E000 45.000 EACH| 5.00000 225.00| 20.00000 900.00| 5.55000 249.75 Cones (900 mm High) | | | 0650 740F002 8.000 EACH| 250.00000 2000.00| 230.00000 1840.00| 133.07000 1064.56 Barricades, Type III | | | 0660 740I005 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 311.77000 623.54 Warning Lights, Type B (Detachable Head)| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 021 -6 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20000630021 COUNTIES : LAMAR LETTING DATE : 06/30/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 16003 |(2) 20011 |(3) 18024 |PHILLIPS CONTRACTING CO., IN|TRI COUNTY CONCRETE CONSTRUC|RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 740L005 29.000 EACH| 50.00000 1450.00| 50.00000 1450.00| 42.91000 1244.39 Vertical Panel, Type I (Double-Sided) | | | 0680 740M000 45.000 EACH| 5.00000 225.00| 5.00000 225.00| 1.00000 45.00 Ballast For Cone | | | 0690 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 35,500.00) | | | SECTION TOTALS | $ 467,157.00| $ 479,691.32| $ 531,946.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 467,157.00| $ 479,691.32| $ 531,946.24 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 CONTRACT TIME : 190 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-274(19) for constructing the Slide Repair on C.R.#85 east of Swink, MG-274(22) the Partial Bridge Replacement on S.R.#41 at Cedar Creek, the Bridge Removal on S.R.#41 at an abandoned railroad and the Slide Correction on S.R.#41 at MP 107.5. Length 1.495 km SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13053 MCINNIS CORPORATION $ 2,033,193.74 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 2,098,231.16 103.1987% 3 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 2,113,548.19 103.9521% 4 13021 MURPHREE BRIDGE CORPORATION $ 2,219,361.78 109.1564% 5 16048 WALKER PATTON COMPANY, INC. $ 2,232,566.62 109.8058% 6 19047 SOUTHEAST CHEROKEE CONSTRUCTION, INC. $ 2,273,137.57 111.8013% 7 19095 SUMMIT DEVELOPMENT COMPANY, L.L.C. $ 2,325,033.31 114.3537% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 13053 |(2) 01007 |(3) 03001 |MCINNIS CORPORATION |ALABAMA BRIDGE BUILDERS, INC|CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A000 LUMP| 24000.00000 24000.00| 24000.00000 24000.00| 90000.00000 90000.00 Clearing & Grubbing (Approximately 7 | | | Hectares) | | | 0020 206A000 LUMP| 60000.00000 60000.00| 70000.00000 70000.00| 100000.00000 100000.00 Removal Of Old Bridge, Station | | | 67+13.506 Abandoned Railroad | | | 0030 206A050 LUMP| 60000.00000 60000.00| 50000.00000 50000.00| 75000.00000 75000.00 Removal Of Old Bridge, Station | | | (Partial) 54+66.065 Cedar Creek | | | 0040 210A000 27710.000 M3 | 4.15000 114996.50| 4.15000 114996.50| 3.50000 96985.00 Unclassified Excavation | | | 0050 210D000 14087.000 M3 | 3.71000 52262.77| 3.71000 52262.77| 6.50000 91565.50 Borrow Excavation | | | 0060 210D011 4307.000 M3 | 3.71000 15978.97| 3.71000 15978.97| 6.50000 27995.50 Borrow Excavation (A4 Or Better) | | | 0070 214A000 282.000 M3 | 5.50000 1551.00| 5.50000 1551.00| 7.00000 1974.00 Structure Excavation | | | 0080 214B001 83.000 M3 | 41.50000 3444.50| 41.50000 3444.50| 20.00000 1660.00 Foundation Backfill, Commercial | | | 0090 230A000 10.000 RBST| 1095.00000 10950.00| 1095.70000 10957.00| 350.00000 3500.00 Roadbed Processing | | | 0100 243A010 1280.000 M2 | 3.26000 4172.80| 3.26000 4172.80| 4.00000 5120.00 Geosynthetic Reinforcement | | | 0110 301A012 671.000 M2 | 9.34000 6267.14| 9.34000 6267.14| 7.00000 4697.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0120 401A000 5543.000 M2 | 0.65000 3602.95| 0.65000 3602.95| 0.65000 3602.95 Bituminous Treatment A | | | 0130 405A000 3922.000 L | 0.60000 2353.20| 0.60000 2353.20| 0.60000 2353.20 Tack Coat | | | 0140 429A240 1502.000 MTON| 44.90000 67439.80| 44.90000 67439.80| 44.90000 67439.80 Improved Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0150 429A241 809.000 MTON| 46.85000 37901.65| 46.85000 37901.65| 46.85000 37901.65 Improved Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0160 429A247 100.000 MTON| 48.50000 4850.00| 48.50000 4850.00| 48.50000 4850.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 13053 |(2) 01007 |(3) 03001 |MCINNIS CORPORATION |ALABAMA BRIDGE BUILDERS, INC|CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 429B241 3901.000 MTON| 44.85000 174959.85| 44.85000 174959.85| 44.85000 174959.85 Improved Bituminous Concrete Binder | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0180 429B242 853.000 MTON| 43.50000 37105.50| 43.50000 37105.50| 43.50000 37105.50 Improved Bituminous Concrete Binder | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0190 429B245 300.000 MTON| 60.00000 18000.00| 60.00000 18000.00| 60.00000 18000.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0200 429B249 200.000 MTON| 47.25000 9450.00| 47.25000 9450.00| 47.25000 9450.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0210 429B252 510.000 MTON| 49.75000 25372.50| 49.75000 25372.50| 49.75000 25372.50 Improved Bituminous Concrete Binder | | | Layer, Widening, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0220 429C241 848.000 MTON| 42.85000 36336.80| 42.85000 36336.80| 42.85000 36336.80 Improved Bituminous Concrete Base Layer,| | | 37.5 mm Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0230 430B003 47.000 MTON| 20.00000 940.00| 20.40000 958.80| 20.00000 940.00 Aggregate Surfacing (ALDOT #57) | | | 0240 430B034 367.000 MTON| 20.40000 7486.80| 20.40000 7486.80| 35.00000 12845.00 Aggregate Surfacing (ALDOT #57 Crushed | | | Stone) | | | 0250 450B000 44.000 M2 | 100.00000 4400.00| 85.00000 3740.00| 85.00000 3740.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0260 502A000 24600.000 KG | 2.00000 49200.00| 1.10000 27060.00| 1.25000 30750.00 Steel Reinforcement | | | 0270 502B000 LUMP| 50000.00000 50000.00| 35000.00000 35000.00| 35000.00000 35000.00 Steel Reinforcement For Bridge | | | Superstructure Sta. 54+66.065, Approx. | | | 30300 KG | | | 0280 505C000 140.000 M | 100.00000 14000.00| 75.00000 10500.00| 75.00000 10500.00 Steel Piling (HP 250x62) | | | 0290 506A008 80.000 M | 760.00000 60800.00| 815.00000 65200.00| 400.00000 32000.00 Drilled Shaft Excavation, 1220 mm | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 13053 |(2) 01007 |(3) 03001 |MCINNIS CORPORATION |ALABAMA BRIDGE BUILDERS, INC|CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 506C042 83.000 M | 130.00000 10790.00| 145.00000 12035.00| 425.00000 35275.00 Drilled Shaft Construction, 1220 mm | | | Diameter, Class DS1 Concrete | | | 0310 506F008 34.000 M | 394.00000 13396.00| 435.00000 14790.00| 325.00000 11050.00 Permanent Drilled Shaft Casing, 1220 mm | | | Diameter | | | 0320 508A000 2090.000 KG | 6.50000 13585.00| 4.50000 9405.00| 5.50000 11495.00 Structural Steel | | | 0330 510A000 71.000 M3 | 700.00000 49700.00| 275.00000 19525.00| 450.00000 31950.00 Bridge Substructure Concrete, Class A | | | 0340 510C051 LUMP| 140000.00000 140000.00| 158000.00000 158000.00| 100000.00000 100000.00 Bridge Concrete Superstructure, Sta. | | | 54+66.065, Approx. 217 M3 | | | 0350 510E000 647.000 M2 | 4.32000 2795.04| 5.00000 3235.00| 4.50000 2911.50 Grooving Concrete Bridge Decks | | | 0360 511A001 38.000 EACH| 200.00000 7600.00| 200.00000 7600.00| 110.00000 4180.00 Elastomeric Bearings, Type 2 | | | 0370 513B003 39.000 M | 820.00000 31980.00| 600.00000 23400.00| 500.00000 19500.00 Pretensioned-Prestressed Concrete | | | Girders, Type IM (Specialty Item) | | | 0380 513B005 382.000 M | 312.00000 119184.00| 500.00000 191000.00| 300.00000 114600.00 Pretensioned-Prestressed Concrete | | | Girders, Type IIIM (Specialty Item) | | | 0390 530A003 133.000 M | 167.00000 22211.00| 167.00000 22211.00| 134.00000 17822.00 750 mm Roadway Pipe (Class 3 R.C.) | | | 0400 530A807 3.000 M | 111.00000 333.00| 111.00000 333.00| 102.50000 307.50 450 mm Roadway Pipe (3.5 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 0410 535A078 65.000 M | 58.00000 3770.00| 58.00000 3770.00| 57.50000 3737.50 375 mm Side Drain Pipe (Class 3 R.C.) | | | 0420 535A086 10.000 M | 167.00000 1670.00| 167.00000 1670.00| 134.00000 1340.00 750 mm Side Drain Pipe (Class 3 R.C.) | | | 0430 600A000 LUMP| 124200.00000 124200.00| 180000.00000 180000.00| 200000.00000 200000.00 Mobilization | | | 0440 602A000 24.000 EACH| 117.50000 2820.00| 117.50000 2820.00| 150.00000 3600.00 Right Of Way Markers | | | 0450 606A012 666.000 M | 15.00000 9990.00| 15.00000 9990.00| 25.00000 16650.00 150 mm Underdrain Pipe, Type 8 | | | 0460 610C001 12282.000 MTON| 22.24000 273151.68| 22.24000 273151.68| 21.25000 260992.50 Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -5 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 13053 |(2) 01007 |(3) 03001 |MCINNIS CORPORATION |ALABAMA BRIDGE BUILDERS, INC|CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 610D000 5699.000 M2 | 1.75000 9973.25| 1.75000 9973.25| 2.75000 15672.25 Filter Blanket | | | 0480 619A004 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| 650.00000 1300.00 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0490 619A128 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 1275.00000 2550.00 750 mm Side Drain Pipe End Treatment, | | | Class 2 | | | 0500 620A000 5.000 M3 | 600.00000 3000.00| 600.00000 3000.00| 750.00000 3750.00 Minor Structure Concrete | | | 0510 621A001 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 3000.00000 3000.00 Junction Boxes, Type 1, 2P Or 5 | | | 0520 621C020 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 3000.00000 3000.00 Inlets, Type Y | | | 0530 621G004 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 500.00000 500.00 Inlet Grates, Type Special | | | 0540 630A030 254.000 M | 49.21000 12499.34| 50.00000 12700.00| 49.21000 12499.34 Steel Beam Guardrail, Class A, Type 1 | | | (2.13 M Posts) | | | 0550 630C003 2.000 EACH| 975.00000 1950.00| 1000.00000 2000.00| 975.00000 1950.00 Guardrail End Anchor, Type 13 | | | 0560 630C050 4.000 EACH| 1800.00000 7200.00| 2500.00000 10000.00| 1800.00000 7200.00 Guardrail End Anchor, Type 20 Series | | | 0570 630C055 2.000 EACH| 1000.00000 2000.00| 2500.00000 5000.00| 1000.00000 2000.00 Guardrail End Anchor, Type 2A (Retrofit)| | | 0580 630C070 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 Guardrail End Anchor, Type 10 Series | | | 0590 637A001 680.000 M | 12.00000 8160.00| 12.00000 8160.00| 9.00000 6120.00 Fence Reset (Includes All Types) | | | 0600 650A000 2693.000 M3 | 6.50000 17504.50| 6.50000 17504.50| 7.50000 20197.50 Topsoil | | | 0610 650B000 1948.000 M3 | 8.25000 16071.00| 8.25000 16071.00| 5.00000 9740.00 Topsoil From Stockpiles | | | 0620 652A054 7.000 HA | 1500.00000 10500.00| 1483.00000 10381.00| 1500.00000 10500.00 Seeding (Mix 2A) | | | 0630 652B053 2.000 HA | 1500.00000 3000.00| 1483.00000 2966.00| 1500.00000 3000.00 Temporary Seeding (Mix 2AT) | | | 0640 652D054 2.000 HA | 1200.00000 2400.00| 1483.00000 2966.00| 1200.00000 2400.00 Seeding In Stubble (Mix 2A) | | | 0650 656A000 7.000 HA | 1500.00000 10500.00| 988.00000 6916.00| 1500.00000 10500.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -6 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 13053 |(2) 01007 |(3) 03001 |MCINNIS CORPORATION |ALABAMA BRIDGE BUILDERS, INC|CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 656A001 2.000 HA | 1500.00000 3000.00| 1236.00000 2472.00| 1500.00000 3000.00 Mulching, Class A, Type 2 | | | 0670 665F000 30.000 EACH| 5.00000 150.00| 5.00000 150.00| 5.00000 150.00 Hay Bales | | | 0680 665I000 15.000 MTON| 22.24000 333.60| 22.24000 333.60| 23.25000 348.75 Temporary Riprap, Class 2 | | | 0690 665J000 1291.000 M | 13.50000 17428.50| 13.50000 17428.50| 10.00000 12910.00 Silt Fence, Type A | | | 0700 680A000 LUMP| 32500.00000 32500.00| 20000.00000 20000.00| 10000.00000 10000.00 Engineering Controls | | | 0710 701A004 34.000 KM | 199.00000 6766.00| 199.00000 6766.00| 199.00000 6766.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0720 701A008 9.000 KM | 112.00000 1008.00| 112.00000 1008.00| 112.00000 1008.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0730 701A012 16.000 KM | 193.00000 3088.00| 193.00000 3088.00| 193.00000 3088.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0740 701C002 8.000 KM | 199.00000 1592.00| 199.00000 1592.00| 199.00000 1592.00 Broken Temporary Traffic Stripe (Paint) | | | 0750 701C003 15.000 KM | 224.00000 3360.00| 224.00000 3360.00| 224.00000 3360.00 Solid Temporary Traffic Stripe (Paint) | | | 0760 701D007 8.000 KM | 684.00000 5472.00| 684.00000 5472.00| 684.00000 5472.00 Solid Traffic Stripe Removed (Paint) | | | 0770 701G125 508.000 M | 10.43000 5298.44| 10.43000 5298.44| 10.43000 5298.44 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0780 701G133 508.000 M | 11.02000 5598.16| 11.02000 5598.16| 11.02000 5598.16 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0790 702A008 5.000 KM | 2455.00000 12275.00| 2455.00000 12275.00| 2455.00000 12275.00 Solid White, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 0800 702A009 5.000 KM | 2455.00000 12275.00| 2455.00000 12275.00| 2455.00000 12275.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 0810 702B001 110.000 M | 5.90000 649.00| 5.90000 649.00| 5.90000 649.00 Dotted Inverted Profile Traffic Stripe | | | (150 mm Wide) | | | 0820 703A002 4.000 M2 | 100.00000 400.00| 100.00000 400.00| 100.00000 400.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -7 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 13053 |(2) 01007 |(3) 03001 |MCINNIS CORPORATION |ALABAMA BRIDGE BUILDERS, INC|CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 703B002 3.000 M2 | 100.00000 300.00| 100.00000 300.00| 100.00000 300.00 Traffic Control Legends, Class 2, Type A| | | 0840 705A037 374.000 EACH| 5.25000 1963.50| 5.25000 1963.50| 5.25000 1963.50 Pavement Markers, Class A-H, Type 2-D | | | 0850 740B000 86.000 M2 | 90.00000 7740.00| 125.00000 10750.00| 160.00000 13760.00 Construction Signs | | | 0860 740E000 120.000 EACH| 11.00000 1320.00| 15.00000 1800.00| 25.00000 3000.00 Cones (900 mm High) | | | 0870 740F002 14.000 EACH| 200.00000 2800.00| 375.00000 5250.00| 350.00000 4900.00 Barricades, Type III | | | 0880 740I005 12.000 EACH| 550.00000 6600.00| 500.00000 6000.00| 300.00000 3600.00 Warning Lights, Type B (Detachable Head)| | | 0890 740M000 120.000 EACH| 1.00000 120.00| 9.00000 1080.00| 10.00000 1200.00 Ballast For Cone | | | 0900 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 5000.00000 5000.00 Construction Fuel (Maximum Bid Limited | | | To $ 110,500.00) | | | 0910 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 | $ 2,033,193.74| $ 2,098,231.16| $ 2,113,548.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,033,193.74| $ 2,098,231.16| $ 2,113,548.19 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -8 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 13021 |(5) 16048 |(6) 19047 |MURPHREE BRIDGE CORPORATION |WALKER PATTON COMPANY, INC. |SOUTHEAST CHEROKEE CONSTRUCT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A000 LUMP| 35000.00000 35000.00| 144379.00000 144379.00| 101390.00000 101390.00 Clearing & Grubbing (Approximately 7 | | | Hectares) | | | 0020 206A000 LUMP| 58000.00000 58000.00| 63900.00000 63900.00| 70000.00000 70000.00 Removal Of Old Bridge, Station | | | 67+13.506 Abandoned Railroad | | | 0030 206A050 LUMP| 54000.00000 54000.00| 71500.00000 71500.00| 65000.00000 65000.00 Removal Of Old Bridge, Station | | | (Partial) 54+66.065 Cedar Creek | | | 0040 210A000 27710.000 M3 | 3.50000 96985.00| 2.97000 82298.70| 4.05000 112225.50 Unclassified Excavation | | | 0050 210D000 14087.000 M3 | 6.50000 91565.50| 5.59000 78746.33| 7.13000 100440.31 Borrow Excavation | | | 0060 210D011 4307.000 M3 | 6.50000 27995.50| 6.91000 29761.37| 7.13000 30708.91 Borrow Excavation (A4 Or Better) | | | 0070 214A000 282.000 M3 | 7.00000 1974.00| 10.00000 2820.00| 7.65000 2157.30 Structure Excavation | | | 0080 214B001 83.000 M3 | 20.00000 1660.00| 25.99000 2157.17| 24.15000 2004.45 Foundation Backfill, Commercial | | | 0090 230A000 10.000 RBST| 350.00000 3500.00| 350.00000 3500.00| 575.00000 5750.00 Roadbed Processing | | | 0100 243A010 1280.000 M2 | 4.00000 5120.00| 2.82000 3609.60| 2.95000 3776.00 Geosynthetic Reinforcement | | | 0110 301A012 671.000 M2 | 7.00000 4697.00| 9.05000 6072.55| 8.05000 5401.55 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0120 401A000 5543.000 M2 | 0.65000 3602.95| 0.65000 3602.95| 0.65000 3602.95 Bituminous Treatment A | | | 0130 405A000 3922.000 L | 0.60000 2353.20| 0.60000 2353.20| 0.60000 2353.20 Tack Coat | | | 0140 429A240 1502.000 MTON| 44.90000 67439.80| 45.90000 68941.80| 44.90000 67439.80 Improved Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0150 429A241 809.000 MTON| 46.85000 37901.65| 47.85000 38710.65| 46.85000 37901.65 Improved Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0160 429A247 100.000 MTON| 48.50000 4850.00| 49.50000 4950.00| 48.50000 4850.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -9 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 13021 |(5) 16048 |(6) 19047 |MURPHREE BRIDGE CORPORATION |WALKER PATTON COMPANY, INC. |SOUTHEAST CHEROKEE CONSTRUCT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 429B241 3901.000 MTON| 44.85000 174959.85| 45.85000 178860.85| 44.85000 174959.85 Improved Bituminous Concrete Binder | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0180 429B242 853.000 MTON| 43.50000 37105.50| 44.50000 37958.50| 43.50000 37105.50 Improved Bituminous Concrete Binder | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0190 429B245 300.000 MTON| 60.00000 18000.00| 61.00000 18300.00| 60.00000 18000.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0200 429B249 200.000 MTON| 47.25000 9450.00| 48.25000 9650.00| 47.25000 9450.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0210 429B252 510.000 MTON| 49.75000 25372.50| 50.75000 25882.50| 49.75000 25372.50 Improved Bituminous Concrete Binder | | | Layer, Widening, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0220 429C241 848.000 MTON| 42.85000 36336.80| 43.85000 37184.80| 42.85000 36336.80 Improved Bituminous Concrete Base Layer,| | | 37.5 mm Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0230 430B003 47.000 MTON| 20.00000 940.00| 23.82000 1119.54| 18.70000 878.90 Aggregate Surfacing (ALDOT #57) | | | 0240 430B034 367.000 MTON| 35.00000 12845.00| 23.82000 8741.94| 20.00000 7340.00 Aggregate Surfacing (ALDOT #57 Crushed | | | Stone) | | | 0250 450B000 44.000 M2 | 230.00000 10120.00| 110.00000 4840.00| 100.00000 4400.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0260 502A000 24600.000 KG | 1.25000 30750.00| 2.10000 51660.00| 2.00000 49200.00 Steel Reinforcement | | | 0270 502B000 LUMP| 42000.00000 42000.00| 53000.00000 53000.00| 50000.00000 50000.00 Steel Reinforcement For Bridge | | | Superstructure Sta. 54+66.065, Approx. | | | 30300 KG | | | 0280 505C000 140.000 M | 70.00000 9800.00| 104.00000 14560.00| 100.00000 14000.00 Steel Piling (HP 250x62) | | | 0290 506A008 80.000 M | 736.00000 58880.00| 775.00000 62000.00| 760.00000 60800.00 Drilled Shaft Excavation, 1220 mm | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -10 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 13021 |(5) 16048 |(6) 19047 |MURPHREE BRIDGE CORPORATION |WALKER PATTON COMPANY, INC. |SOUTHEAST CHEROKEE CONSTRUCT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 506C042 83.000 M | 130.00000 10790.00| 133.00000 11039.00| 130.00000 10790.00 Drilled Shaft Construction, 1220 mm | | | Diameter, Class DS1 Concrete | | | 0310 506F008 34.000 M | 394.00000 13396.00| 394.15000 13401.10| 394.00000 13396.00 Permanent Drilled Shaft Casing, 1220 mm | | | Diameter | | | 0320 508A000 2090.000 KG | 3.75000 7837.50| 6.50000 13585.00| 6.50000 13585.00 Structural Steel | | | 0330 510A000 71.000 M3 | 865.00000 61415.00| 715.00000 50765.00| 700.00000 49700.00 Bridge Substructure Concrete, Class A | | | 0340 510C051 LUMP| 210000.00000 210000.00| 145000.00000 145000.00| 140000.00000 140000.00 Bridge Concrete Superstructure, Sta. | | | 54+66.065, Approx. 217 M3 | | | 0350 510E000 647.000 M2 | 3.90000 2523.30| 4.47000 2892.09| 4.32000 2795.04 Grooving Concrete Bridge Decks | | | 0360 511A001 38.000 EACH| 150.00000 5700.00| 210.00000 7980.00| 200.00000 7600.00 Elastomeric Bearings, Type 2 | | | 0370 513B003 39.000 M | 675.00000 26325.00| 825.00000 32175.00| 820.00000 31980.00 Pretensioned-Prestressed Concrete | | | Girders, Type IM (Specialty Item) | | | 0380 513B005 382.000 M | 335.00000 127970.00| 322.00000 123004.00| 312.00000 119184.00 Pretensioned-Prestressed Concrete | | | Girders, Type IIIM (Specialty Item) | | | 0390 530A003 133.000 M | 134.00000 17822.00| 140.00000 18620.00| 150.80000 20056.40 750 mm Roadway Pipe (Class 3 R.C.) | | | 0400 530A807 3.000 M | 102.50000 307.50| 140.00000 420.00| 175.00000 525.00 450 mm Roadway Pipe (3.5 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 0410 535A078 65.000 M | 57.50000 3737.50| 62.13000 4038.45| 59.00000 3835.00 375 mm Side Drain Pipe (Class 3 R.C.) | | | 0420 535A086 10.000 M | 134.00000 1340.00| 140.00000 1400.00| 171.60000 1716.00 750 mm Side Drain Pipe (Class 3 R.C.) | | | 0430 600A000 LUMP| 216385.29000 216385.29| 150252.00000 150252.00| 177200.00000 177200.00 Mobilization | | | 0440 602A000 24.000 EACH| 150.00000 3600.00| 40.00000 960.00| 90.00000 2160.00 Right Of Way Markers | | | 0450 606A012 666.000 M | 25.00000 16650.00| 27.55000 18348.30| 25.75000 17149.50 150 mm Underdrain Pipe, Type 8 | | | 0460 610C001 12282.000 MTON| 20.25000 248710.50| 25.42000 312208.44| 25.00000 307050.00 Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -11 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 13021 |(5) 16048 |(6) 19047 |MURPHREE BRIDGE CORPORATION |WALKER PATTON COMPANY, INC. |SOUTHEAST CHEROKEE CONSTRUCT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 610D000 5699.000 M2 | 2.75000 15672.25| 2.00000 11398.00| 3.11000 17723.89 Filter Blanket | | | 0480 619A004 2.000 EACH| 650.00000 1300.00| 750.00000 1500.00| 600.00000 1200.00 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0490 619A128 2.000 EACH| 1275.00000 2550.00| 1375.00000 2750.00| 1100.00000 2200.00 750 mm Side Drain Pipe End Treatment, | | | Class 2 | | | 0500 620A000 5.000 M3 | 750.00000 3750.00| 750.00000 3750.00| 1046.00000 5230.00 Minor Structure Concrete | | | 0510 621A001 1.000 EACH| 3000.00000 3000.00| 2000.00000 2000.00| 1800.00000 1800.00 Junction Boxes, Type 1, 2P Or 5 | | | 0520 621C020 1.000 EACH| 3000.00000 3000.00| 2000.00000 2000.00| 1600.00000 1600.00 Inlets, Type Y | | | 0530 621G004 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| 1000.00000 1000.00 Inlet Grates, Type Special | | | 0540 630A030 254.000 M | 49.21000 12499.34| 51.21000 13007.34| 49.21000 12499.34 Steel Beam Guardrail, Class A, Type 1 | | | (2.13 M Posts) | | | 0550 630C003 2.000 EACH| 975.00000 1950.00| 1025.00000 2050.00| 975.00000 1950.00 Guardrail End Anchor, Type 13 | | | 0560 630C050 4.000 EACH| 1800.00000 7200.00| 1899.00000 7596.00| 1800.00000 7200.00 Guardrail End Anchor, Type 20 Series | | | 0570 630C055 2.000 EACH| 1000.00000 2000.00| 1050.00000 2100.00| 1000.00000 2000.00 Guardrail End Anchor, Type 2A (Retrofit)| | | 0580 630C070 1.000 EACH| 1500.00000 1500.00| 1575.00000 1575.00| 1500.00000 1500.00 Guardrail End Anchor, Type 10 Series | | | 0590 637A001 680.000 M | 9.00000 6120.00| 6.50000 4420.00| 13.12000 8921.60 Fence Reset (Includes All Types) | | | 0600 650A000 2693.000 M3 | 7.50000 20197.50| 0.10000 269.30| 8.50000 22890.50 Topsoil | | | 0610 650B000 1948.000 M3 | 5.00000 9740.00| 3.90000 7597.20| 4.91000 9564.68 Topsoil From Stockpiles | | | 0620 652A054 7.000 HA | 1000.00000 7000.00| 1300.00000 9100.00| 1482.60000 10378.20 Seeding (Mix 2A) | | | 0630 652B053 2.000 HA | 800.00000 1600.00| 850.00000 1700.00| 988.40000 1976.80 Temporary Seeding (Mix 2AT) | | | 0640 652D054 2.000 HA | 800.00000 1600.00| 1750.00000 3500.00| 1482.60000 2965.20 Seeding In Stubble (Mix 2A) | | | 0650 656A000 7.000 HA | 1000.00000 7000.00| 1700.00000 11900.00| 1359.05000 9513.35 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -12 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 13021 |(5) 16048 |(6) 19047 |MURPHREE BRIDGE CORPORATION |WALKER PATTON COMPANY, INC. |SOUTHEAST CHEROKEE CONSTRUCT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 656A001 2.000 HA | 1050.00000 2100.00| 1200.00000 2400.00| 1482.60000 2965.20 Mulching, Class A, Type 2 | | | 0670 665F000 30.000 EACH| 5.00000 150.00| 4.00000 120.00| 6.00000 180.00 Hay Bales | | | 0680 665I000 15.000 MTON| 23.25000 348.75| 23.00000 345.00| 35.00000 525.00 Temporary Riprap, Class 2 | | | 0690 665J000 1291.000 M | 10.00000 12910.00| 10.00000 12910.00| 9.60000 12393.60 Silt Fence, Type A | | | 0700 680A000 LUMP| 64445.00000 64445.00| 24500.00000 24500.00| 27500.00000 27500.00 Engineering Controls | | | 0710 701A004 34.000 KM | 199.00000 6766.00| 209.00000 7106.00| 199.00000 6766.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0720 701A008 9.000 KM | 112.00000 1008.00| 119.00000 1071.00| 112.00000 1008.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0730 701A012 16.000 KM | 193.00000 3088.00| 203.00000 3248.00| 193.00000 3088.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0740 701C002 8.000 KM | 199.00000 1592.00| 209.00000 1672.00| 199.00000 1592.00 Broken Temporary Traffic Stripe (Paint) | | | 0750 701C003 15.000 KM | 224.00000 3360.00| 235.00000 3525.00| 224.00000 3360.00 Solid Temporary Traffic Stripe (Paint) | | | 0760 701D007 8.000 KM | 684.00000 5472.00| 712.00000 5696.00| 684.00000 5472.00 Solid Traffic Stripe Removed (Paint) | | | 0770 701G125 508.000 M | 10.43000 5298.44| 11.03000 5603.24| 10.43000 5298.44 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0780 701G133 508.000 M | 11.02000 5598.16| 11.67000 5928.36| 11.02000 5598.16 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0790 702A008 5.000 KM | 2455.00000 12275.00| 2555.00000 12775.00| 2455.00000 12275.00 Solid White, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 0800 702A009 5.000 KM | 2455.00000 12275.00| 2555.00000 12775.00| 2455.00000 12275.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 0810 702B001 110.000 M | 5.90000 649.00| 6.20000 682.00| 5.90000 649.00 Dotted Inverted Profile Traffic Stripe | | | (150 mm Wide) | | | 0820 703A002 4.000 M2 | 100.00000 400.00| 100.05000 400.20| 100.00000 400.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -13 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 13021 |(5) 16048 |(6) 19047 |MURPHREE BRIDGE CORPORATION |WALKER PATTON COMPANY, INC. |SOUTHEAST CHEROKEE CONSTRUCT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 703B002 3.000 M2 | 100.00000 300.00| 100.05000 300.15| 100.00000 300.00 Traffic Control Legends, Class 2, Type A| | | 0840 705A037 374.000 EACH| 5.25000 1963.50| 5.50000 2057.00| 5.25000 1963.50 Pavement Markers, Class A-H, Type 2-D | | | 0850 740B000 86.000 M2 | 85.00000 7310.00| 145.00000 12470.00| 92.00000 7912.00 Construction Signs | | | 0860 740E000 120.000 EACH| 11.00000 1320.00| 12.00000 1440.00| 12.50000 1500.00 Cones (900 mm High) | | | 0870 740F002 14.000 EACH| 180.00000 2520.00| 220.00000 3080.00| 204.00000 2856.00 Barricades, Type III | | | 0880 740I005 12.000 EACH| 440.00000 5280.00| 120.00000 1440.00| 550.00000 6600.00 Warning Lights, Type B (Detachable Head)| | | 0890 740M000 120.000 EACH| 7.00000 840.00| 8.00000 960.00| 6.50000 780.00 Ballast For Cone | | | 0900 998A000 LUMP| 15000.00000 15000.00| 1500.00000 1500.00| 5000.00000 5000.00 Construction Fuel (Maximum Bid Limited | | | To $ 110,500.00) | | | 0910 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 | $ 2,219,361.78| $ 2,232,566.62| $ 2,273,137.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,219,361.78| $ 2,232,566.62| $ 2,273,137.57 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -14 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 19095 | | |SUMMIT DEVELOPMENT COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A000 LUMP| 59200.00000 59200.00| | Clearing & Grubbing (Approximately 7 | | | Hectares) | | | 0020 206A000 LUMP| 73500.00000 73500.00| | Removal Of Old Bridge, Station | | | 67+13.506 Abandoned Railroad | | | 0030 206A050 LUMP| 68250.00000 68250.00| | Removal Of Old Bridge, Station | | | (Partial) 54+66.065 Cedar Creek | | | 0040 210A000 27710.000 M3 | 6.34000 175681.40| | Unclassified Excavation | | | 0050 210D000 14087.000 M3 | 9.16000 129036.92| | Borrow Excavation | | | 0060 210D011 4307.000 M3 | 10.46000 45051.22| | Borrow Excavation (A4 Or Better) | | | 0070 214A000 282.000 M3 | 7.85000 2213.70| | Structure Excavation | | | 0080 214B001 83.000 M3 | 28.77000 2387.91| | Foundation Backfill, Commercial | | | 0090 230A000 10.000 RBST| 1640.50000 16405.00| | Roadbed Processing | | | 0100 243A010 1280.000 M2 | 4.19000 5363.20| | Geosynthetic Reinforcement | | | 0110 301A012 671.000 M2 | 6.06000 4066.26| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0120 401A000 5543.000 M2 | 0.65000 3602.95| | Bituminous Treatment A | | | 0130 405A000 3922.000 L | 0.60000 2353.20| | Tack Coat | | | 0140 429A240 1502.000 MTON| 47.10000 70744.20| | Improved Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0150 429A241 809.000 MTON| 50.90000 41178.10| | Improved Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0160 429A247 100.000 MTON| 50.90000 5090.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -15 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 19095 | | |SUMMIT DEVELOPMENT COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 429B241 3901.000 MTON| 46.45000 181201.45| | Improved Bituminous Concrete Binder | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0180 429B242 853.000 MTON| 45.65000 38939.45| | Improved Bituminous Concrete Binder | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0190 429B245 300.000 MTON| 63.00000 18900.00| | Improved Bituminous Concrete Binder | | | Layer, Patching, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0200 429B249 200.000 MTON| 49.60000 9920.00| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0210 429B252 510.000 MTON| 52.25000 26647.50| | Improved Bituminous Concrete Binder | | | Layer, Widening, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0220 429C241 848.000 MTON| 44.55000 37778.40| | Improved Bituminous Concrete Base Layer,| | | 37.5 mm Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0230 430B003 47.000 MTON| 21.50000 1010.50| | Aggregate Surfacing (ALDOT #57) | | | 0240 430B034 367.000 MTON| 21.50000 7890.50| | Aggregate Surfacing (ALDOT #57 Crushed | | | Stone) | | | 0250 450B000 44.000 M2 | 105.00000 4620.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0260 502A000 24600.000 KG | 2.10000 51660.00| | Steel Reinforcement | | | 0270 502B000 LUMP| 52500.00000 52500.00| | Steel Reinforcement For Bridge | | | Superstructure Sta. 54+66.065, Approx. | | | 30300 KG | | | 0280 505C000 140.000 M | 105.00000 14700.00| | Steel Piling (HP 250x62) | | | 0290 506A008 80.000 M | 795.00000 63600.00| | Drilled Shaft Excavation, 1220 mm | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -16 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 19095 | | |SUMMIT DEVELOPMENT COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 506C042 83.000 M | 136.50000 11329.50| | Drilled Shaft Construction, 1220 mm | | | Diameter, Class DS1 Concrete | | | 0310 506F008 34.000 M | 413.00000 14042.00| | Permanent Drilled Shaft Casing, 1220 mm | | | Diameter | | | 0320 508A000 2090.000 KG | 6.80000 14212.00| | Structural Steel | | | 0330 510A000 71.000 M3 | 735.00000 52185.00| | Bridge Substructure Concrete, Class A | | | 0340 510C051 LUMP| 14700.00000 14700.00| | Bridge Concrete Superstructure, Sta. | | | 54+66.065, Approx. 217 M3 | | | 0350 510E000 647.000 M2 | 4.54000 2937.38| | Grooving Concrete Bridge Decks | | | 0360 511A001 38.000 EACH| 210.00000 7980.00| | Elastomeric Bearings, Type 2 | | | 0370 513B003 39.000 M | 860.00000 33540.00| | Pretensioned-Prestressed Concrete | | | Girders, Type IM (Specialty Item) | | | 0380 513B005 382.000 M | 321.35000 122755.70| | Pretensioned-Prestressed Concrete | | | Girders, Type IIIM (Specialty Item) | | | 0390 530A003 133.000 M | 127.95000 17017.35| | 750 mm Roadway Pipe (Class 3 R.C.) | | | 0400 530A807 3.000 M | 98.50000 295.50| | 450 mm Roadway Pipe (3.5 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 0410 535A078 65.000 M | 68.90000 4478.50| | 375 mm Side Drain Pipe (Class 3 R.C.) | | | 0420 535A086 10.000 M | 114.84000 1148.40| | 750 mm Side Drain Pipe (Class 3 R.C.) | | | 0430 600A000 LUMP| 87000.00000 87000.00| | Mobilization | | | 0440 602A000 24.000 EACH| 75.00000 1800.00| | Right Of Way Markers | | | 0450 606A012 666.000 M | 27.89000 18574.74| | 150 mm Underdrain Pipe, Type 8 | | | 0460 610C001 12282.000 MTON| 25.63000 314787.66| | Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -17 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 19095 | | |SUMMIT DEVELOPMENT COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 610D000 5699.000 M2 | 2.69000 15330.31| | Filter Blanket | | | 0480 619A004 2.000 EACH| 1300.00000 2600.00| | 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0490 619A128 2.000 EACH| 1900.00000 3800.00| | 750 mm Side Drain Pipe End Treatment, | | | Class 2 | | | 0500 620A000 5.000 M3 | 1308.00000 6540.00| | Minor Structure Concrete | | | 0510 621A001 1.000 EACH| 2100.00000 2100.00| | Junction Boxes, Type 1, 2P Or 5 | | | 0520 621C020 1.000 EACH| 2500.00000 2500.00| | Inlets, Type Y | | | 0530 621G004 1.000 EACH| 3000.00000 3000.00| | Inlet Grates, Type Special | | | 0540 630A030 254.000 M | 16.15000 4102.10| | Steel Beam Guardrail, Class A, Type 1 | | | (2.13 M Posts) | | | 0550 630C003 2.000 EACH| 1050.00000 2100.00| | Guardrail End Anchor, Type 13 | | | 0560 630C050 4.000 EACH| 1930.00000 7720.00| | Guardrail End Anchor, Type 20 Series | | | 0570 630C055 2.000 EACH| 1075.00000 2150.00| | Guardrail End Anchor, Type 2A (Retrofit)| | | 0580 630C070 1.000 EACH| 1615.00000 1615.00| | Guardrail End Anchor, Type 10 Series | | | 0590 637A001 680.000 M | 9.84000 6691.20| | Fence Reset (Includes All Types) | | | 0600 650A000 2693.000 M3 | 10.46000 28168.78| | Topsoil | | | 0610 650B000 1948.000 M3 | 6.54000 12739.92| | Topsoil From Stockpiles | | | 0620 652A054 7.000 HA | 2224.29000 15570.03| | Seeding (Mix 2A) | | | 0630 652B053 2.000 HA | 1312.50000 2625.00| | Temporary Seeding (Mix 2AT) | | | 0640 652D054 2.000 HA | 2250.00000 4500.00| | Seeding In Stubble (Mix 2A) | | | 0650 656A000 7.000 HA | 2224.29000 15570.03| | Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -18 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 19095 | | |SUMMIT DEVELOPMENT COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 656A001 2.000 HA | 2250.00000 4500.00| | Mulching, Class A, Type 2 | | | 0670 665F000 30.000 EACH| 5.25000 157.50| | Hay Bales | | | 0680 665I000 15.000 MTON| 38.57000 578.55| | Temporary Riprap, Class 2 | | | 0690 665J000 1291.000 M | 10.10000 13039.10| | Silt Fence, Type A | | | 0700 680A000 LUMP| 56200.00000 56200.00| | Engineering Controls | | | 0710 701A004 34.000 KM | 215.00000 7310.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0720 701A008 9.000 KM | 121.00000 1089.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0730 701A012 16.000 KM | 208.00000 3328.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0740 701C002 8.000 KM | 215.00000 1720.00| | Broken Temporary Traffic Stripe (Paint) | | | 0750 701C003 15.000 KM | 241.00000 3615.00| | Solid Temporary Traffic Stripe (Paint) | | | 0760 701D007 8.000 KM | 735.00000 5880.00| | Solid Traffic Stripe Removed (Paint) | | | 0770 701G125 508.000 M | 11.21000 5694.68| | Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0780 701G133 508.000 M | 11.85000 6019.80| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0790 702A008 5.000 KM | 2640.00000 13200.00| | Solid White, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 0800 702A009 5.000 KM | 2640.00000 13200.00| | Solid Yellow, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 0810 702B001 110.000 M | 6.34000 697.40| | Dotted Inverted Profile Traffic Stripe | | | (150 mm Wide) | | | 0820 703A002 4.000 M2 | 107.50000 430.00| | Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 022 -19 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000630022 COUNTIES : DALLAS LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 19095 | | |SUMMIT DEVELOPMENT COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 703B002 3.000 M2 | 107.50000 322.50| | Traffic Control Legends, Class 2, Type A| | | 0840 705A037 374.000 EACH| 5.65000 2113.10| | Pavement Markers, Class A-H, Type 2-D | | | 0850 740B000 86.000 M2 | 161.52000 13890.72| | Construction Signs | | | 0860 740E000 120.000 EACH| 15.00000 1800.00| | Cones (900 mm High) | | | 0870 740F002 14.000 EACH| 325.00000 4550.00| | Barricades, Type III | | | 0880 740I005 12.000 EACH| 250.00000 3000.00| | Warning Lights, Type B (Detachable Head)| | | 0890 740M000 120.000 EACH| 7.50000 900.00| | Ballast For Cone | | | 0900 998A000 LUMP| 88900.00000 88900.00| | Construction Fuel (Maximum Bid Limited | | | To $ 110,500.00) | | | 0910 999 000 1500.000 HOUR| 0.80000 1200.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,325,033.31| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,325,033.31| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20000630025 COUNTIES : ETOWAH LETTING DATE : 06/30/00 10:00 AM DISTRICT : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : MG-445(014) for constructing the Resurfacing and Traffic Stripe on S.R.#132 from the Blount County line at MP 9.800 to S.R.#74 (U.S.#278) at MP 17.450. Length 7.650 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 412,576.92 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 428,094.04 103.7610% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 497,160.94 120.5013% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000630025 COUNTIES : ETOWAH LETTING DATE : 06/30/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 23009 |(2) 13022 |(3) 07002 |WHITAKER CONTRACTING CORPORA|MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 1.000 EACH| 50.00000 50.00| 80.00000 80.00| 50.00000 50.00 Mailbox Reset, Single | | | 0020 305A040 497.000 CYCP| 6.00000 2982.00| 9.40000 4671.80| 6.00000 2982.00 Soil Aggregate, Section 823, Chert or | | | Red Dog, For Miscellaneous Use | | | 0030 401B100 113833.000 SYCP| 0.45000 51224.85| 0.43000 48948.19| 0.54670 62232.50 Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 3416.000 GAL | 0.80000 2732.80| 0.00000 0.00| 0.10000 341.60 Tack Coat | | | 0050 429A221 8538.000 TON | 27.49000 234709.62| 32.50000 277485.00| 33.94000 289779.72 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429A226 1250.000 TON | 27.49000 34362.50| 12.50000 15625.00| 30.82000 38525.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0070 429A228 500.000 TON | 22.11000 11055.00| 12.50000 6250.00| 30.82000 15410.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0080 429C224 250.000 TON | 22.11000 5527.50| 12.50000 3125.00| 41.13000 10282.50 Improved Bituminous Concrete Base Layer,| | | Patching, 1" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0090 600A000 LUMP| 3688.00000 3688.00| 16760.00000 16760.00| 13142.42000 13142.42 Mobilization | | | 0100 665F000 50.000 EACH| 4.00000 200.00| 1.00000 50.00| 1.00000 50.00 Hay Bales | | | 0110 665J000 150.000 LF | 2.50000 375.00| 1.00000 150.00| 1.00000 150.00 Silt Fence, Type A | | | 0120 701A028 16.000 MILE| 1376.00000 22016.00| 1100.00000 17600.00| 1375.00000 22000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6"Wide) | | | 0130 701A046 4.000 MILE| 925.00000 3700.00| 850.00000 3400.00| 925.00000 3700.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701A048 10.000 MILE| 1550.00000 15500.00| 1450.00000 14500.00| 1550.00000 15500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000630025 COUNTIES : ETOWAH LETTING DATE : 06/30/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 23009 |(2) 13022 |(3) 07002 |WHITAKER CONTRACTING CORPORA|MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C000 8.000 MILE| 340.00000 2720.00| 260.00000 2080.00| 340.00000 2720.00 Broken Temporary Traffic Stripe | | | 0160 701C001 19.000 MILE| 380.00000 7220.00| 310.00000 5890.00| 380.00000 7220.00 Solid Temporary Traffic Stripe | | | 0170 703A002 990.000 SQFT| 1.80000 1782.00| 1.60000 1584.00| 1.80000 1782.00 Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 158.000 SQFT| 2.80000 442.40| 1.60000 252.80| 2.80000 442.40 Traffic Control Legends, Class 2, Type A| | | 0190 703D001 1980.000 SQFT| 1.30000 2574.00| 1.00000 1980.00| 1.30000 2574.00 Temporary Traffic Control Markings | | | 0200 705A032 118.000 EACH| 5.00000 590.00| 4.25000 501.50| 5.00000 590.00 Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 761.000 EACH| 5.25000 3995.25| 4.25000 3234.25| 5.25000 3995.25 Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 429.000 SQFT| 10.00000 4290.00| 8.50000 3646.50| 7.95000 3410.55 Construction Signs | | | 0230 740E000 140.000 EACH| 5.00000 700.00| 1.00000 140.00| 1.00000 140.00 Cones (36 Inches High) | | | 0240 740M000 140.000 EACH| 1.00000 140.00| 1.00000 140.00| 1.00000 140.00 Weight For Cone | | | 0250 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 1.00000 1.00 Construction Fuel (Maximum Bid Limited | | | To $ 26,000.00) | | | SECTION TOTALS | $ 412,576.92| $ 428,094.04| $ 497,160.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 412,576.92| $ 428,094.04| $ 497,160.94 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20000630028 COUNTIES : DALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 240 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-307-234-027-901 for constructing the Widening, Resurfacing, Traffic Stripe, MG-496(5) and Extension of Drainage Structures on S.R. #27 from kmp 58.998 at the Coffee/Dale county line to kmp 71.728 in Ozark. Length - 12.730 km. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07001 S. A. GRAHAM COMPANY, INC. $ 3,459,915.23 100.0000% 2 06005 FLOYD CONSTRUCTION COMPANY, INC. $ 3,474,835.90 100.4312% 3 01018 APAC-ALABAMA, INC. $ 3,502,445.09 101.2292% 4 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 3,992,804.07 115.4017% 5 18046 REESE & HOWELL, INC. $ 4,057,965.67 117.2851% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000630028 COUNTIES : DALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 07001 |(2) 06005 |(3) 01018 |S. A. GRAHAM COMPANY, INC. |FLOYD CONSTRUCTION COMPANY, |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 130000.00000 130000.00| 264000.00000 264000.00| 280000.00000 280000.00 Clearing & Grubbing (Approximately 34 | | | Hectares) | | | 0020 206A000 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 940.21000 940.21 Removal Of Old Bridge, Station 113+72 | | | 0030 206C010 112.000 M2 | 10.00000 1120.00| 14.40000 1612.80| 20.56000 2302.72 Removing Concrete Driveway | | | 0040 206D000 217.000 M | 12.50000 2712.50| 13.10000 2842.70| 33.78000 7330.26 Removing Pipe | | | 0050 206D001 62.000 M | 6.56000 406.72| 6.60000 409.20| 6.56000 406.72 Removing Guardrail | | | 0060 206D011 383.000 M | 3.50000 1340.50| 4.95000 1895.85| 5.97000 2286.51 Removing Fence | | | 0070 206E000 29.000 EACH| 200.00000 5800.00| 250.00000 7250.00| 253.38000 7348.02 Removing Headwalls | | | 0080 206E019 8.000 EACH| 85.00000 680.00| 86.00000 688.00| 85.00000 680.00 Removing Guardrail End Anchor (Type 10) | | | 0090 209A000 8.000 EACH| 25.00000 200.00| 40.00000 320.00| 38.29000 306.32 Mailbox Reset, Single | | | 0100 210A000 38454.000 M3 | 4.00000 153816.00| 3.92000 150739.68| 4.50000 173043.00 Unclassified Excavation | | | 0110 210D011 81771.000 M3 | 7.00000 572397.00| 5.43000 444016.53| 0.01000 817.71 Borrow Excavation (A4 Or Better) | | | 0120 214A000 1319.000 M3 | 7.50000 9892.50| 8.50000 11211.50| 15.00000 19785.00 Structure Excavation | | | 0130 214B000 228.000 M3 | 7.50000 1710.00| 5.50000 1254.00| 11.92000 2717.76 Foundation Backfill, Local | | | 0140 214B001 218.000 M3 | 32.00000 6976.00| 41.00000 8938.00| 30.00000 6540.00 Foundation Backfill, Commercial | | | 0150 401B100 90376.000 M2 | 0.67000 60551.92| 0.67000 60551.92| 0.73000 65974.48 Bituminous Treatment E (With Polymer | | | Additive) | | | 0160 405A000 23563.000 L | 0.20000 4712.60| 0.20000 4712.60| 0.75000 17672.25 Tack Coat | | | 0170 424A221 7811.000 MTON| 35.58000 277915.38| 35.60000 278071.60| 42.50000 331967.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0180 424A227 6327.000 MTON| 36.50000 230935.50| 36.50000 230935.50| 40.90000 258774.30 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range B| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000630028 COUNTIES : DALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 07001 |(2) 06005 |(3) 01018 |S. A. GRAHAM COMPANY, INC. |FLOYD CONSTRUCTION COMPANY, |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 424B421 10534.000 MTON| 34.14000 359630.76| 34.20000 360262.80| 40.25000 423993.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 25 MM Maximum Aggregate | | | size mix, ESAL Range B | | | 0200 424B533 2391.000 MTON| 34.68000 82919.88| 34.70000 82967.70| 44.05000 105323.55 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0210 502A000 28392.000 KG | 1.21000 34354.32| 1.40000 39748.80| 1.06000 30095.52 Steel Reinforcement | | | 0220 524B011 348.000 M3 | 665.00000 231420.00| 772.00000 268656.00| 645.52000 224640.96 Culvert Concrete Extension (Cast In | | | Place) | | | 0230 530A002 30.000 M | 115.00000 3450.00| 111.50000 3345.00| 111.50000 3345.00 600 mm Roadway Pipe (Class 3 R.C.) | | | 0240 530A004 35.000 M | 200.00000 7000.00| 180.70000 6324.50| 180.70000 6324.50 900 mm Roadway Pipe (Class 3 R.C.) | | | 0250 530A005 43.000 M | 260.00000 11180.00| 226.00000 9718.00| 226.00000 9718.00 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0260 530A006 14.000 M | 300.00000 4200.00| 284.20000 3978.80| 284.20000 3978.80 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0270 530A101 62.000 M | 70.00000 4340.00| 88.60000 5493.20| 88.60000 5493.20 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0280 530A102 16.000 M | 110.00000 1760.00| 111.50000 1784.00| 111.50000 1784.00 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0290 530B004 22.000 M | 275.00000 6050.00| 220.00000 4840.00| 220.00000 4840.00 1110 mm Span X 675 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0300 530B006 32.000 M | 437.50000 14000.00| 328.00000 10496.00| 328.00000 10496.00 1485 mm Span X 915 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0310 535A001 160.000 M | 70.00000 11200.00| 50.90000 8144.00| 50.90000 8144.00 450 mm Side Drain Pipe | | | 0320 535A002 42.000 M | 80.00000 3360.00| 59.10000 2482.20| 59.10000 2482.20 600 mm Side Drain Pipe | | | 0330 535A006 71.000 M | 262.00000 18602.00| 118.10000 8385.10| 118.10000 8385.10 1200 mm Side Drain Pipe | | | 0340 535A300 55.000 M | 60.00000 3300.00| 50.80000 2794.00| 50.80000 2794.00 375 mm Side Drain Pipe (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 028 -4 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000630028 COUNTIES : DALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 07001 |(2) 06005 |(3) 01018 |S. A. GRAHAM COMPANY, INC. |FLOYD CONSTRUCTION COMPANY, |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 535A301 27.000 M | 70.00000 1890.00| 50.90000 1374.30| 50.90000 1374.30 450 mm Side Drain Pipe (Extension) | | | 0360 535A302 14.000 M | 78.00000 1092.00| 59.10000 827.40| 59.10000 827.40 600 mm Side Drain Pipe (Extension) | | | 0370 535B001 15.000 M | 75.00000 1125.00| 50.80000 762.00| 50.80000 762.00 560 mm Span, 345 mm Rise Side Drain Pipe| | | 0380 535B003 13.000 M | 150.00000 1950.00| 63.90000 830.70| 63.90000 830.70 920 mm Span, 570 mm Rise Side Drain Pipe| | | 0390 535B591 6.000 M | 78.00000 468.00| 54.20000 325.20| 54.20000 325.20 560 mm Span, 345 mm Rise Side Drain | | | Pipe (Extension) | | | 0400 600A000 LUMP| 127000.00000 127000.00| 88100.00000 88100.00| 375000.00000 375000.00 Mobilization | | | 0410 610C001 4519.000 MTON| 25.10000 113426.90| 28.10000 126983.90| 35.43000 160108.17 Loose Riprap, Class 2 | | | 0420 610D003 3313.000 M2 | 3.00000 9939.00| 2.40000 7951.20| 2.38000 7884.94 Filter Blanket, Geotextile | | | 0430 614A000 56.000 M3 | 295.00000 16520.00| 229.00000 12824.00| 229.00000 12824.00 Slope Paving | | | 0440 618B002 173.000 M2 | 35.00000 6055.00| 32.00000 5536.00| 32.00000 5536.00 Concrete Driveway, 150 mm Thick | | | 0450 619A002 6.000 EACH| 375.00000 2250.00| 360.00000 2160.00| 360.00000 2160.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0460 619A003 5.000 EACH| 425.00000 2125.00| 450.00000 2250.00| 450.00000 2250.00 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0470 619A005 2.000 EACH| 500.00000 1000.00| 680.00000 1360.00| 680.00000 1360.00 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0480 619A006 3.000 EACH| 925.00000 2775.00| 850.00000 2550.00| 850.00000 2550.00 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0490 619A007 1.000 EACH| 1280.00000 1280.00| 1150.00000 1150.00| 1150.00000 1150.00 1200 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0500 619A055 2.000 EACH| 1250.00000 2500.00| 1170.00000 2340.00| 1170.00000 2340.00 900 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0510 619A056 2.000 EACH| 1500.00000 3000.00| 1500.00000 3000.00| 1500.00000 3000.00 1050 mm Roadway Pipe End Treatment, | | | Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 028 -5 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000630028 COUNTIES : DALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 07001 |(2) 06005 |(3) 01018 |S. A. GRAHAM COMPANY, INC. |FLOYD CONSTRUCTION COMPANY, |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 619A100 20.000 EACH| 330.00000 6600.00| 325.00000 6500.00| 325.00000 6500.00 375 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0530 619A101 40.000 EACH| 395.00000 15800.00| 375.00000 15000.00| 375.00000 15000.00 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0540 619A102 10.000 EACH| 475.00000 4750.00| 450.00000 4500.00| 450.00000 4500.00 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0550 619A106 2.000 EACH| 1200.00000 2400.00| 1100.00000 2200.00| 1100.00000 2200.00 1200 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0560 619A276 2.000 EACH| 2400.00000 4800.00| 2300.00000 4600.00| 2300.00000 4600.00 1200 mm Side Drain Pipe End Treatment, | | | Class 1 Double Line | | | 0570 619B021 5.000 EACH| 1800.00000 9000.00| 1100.00000 5500.00| 1100.00000 5500.00 1485 mm Span, 915 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0580 619B069 6.000 EACH| 1550.00000 9300.00| 1100.00000 6600.00| 1100.00000 6600.00 1110 mm Span, 675 mm Rise Roadway Pipe | | | End Treatment, Class 2 | | | 0590 619B071 1.000 EACH| 2100.00000 2100.00| 1700.00000 1700.00| 1700.00000 1700.00 1485 mm Span, 915 mm Rise Roadway Pipe | | | End Treatment, Class 2 | | | 0600 619B116 4.000 EACH| 425.00000 1700.00| 350.00000 1400.00| 350.00000 1400.00 560 mm Span X 345 mm Rise Side Drain | | | Pipe End Treatment, Class 1 | | | 0610 619B143 2.000 EACH| 1350.00000 2700.00| 1100.00000 2200.00| 1100.00000 2200.00 920 mm Span X 570 mm Rise Side Drain | | | Pipe End Treatment, Class 2 | | | 0620 620A000 9.000 M3 | 665.00000 5985.00| 787.00000 7083.00| 787.00000 7083.00 Minor Structure Concrete | | | 0630 621A000 4.000 EACH| 1700.00000 6800.00| 1375.00000 5500.00| 1375.00000 5500.00 Junction Boxes, Type 1, 1P Or 5 | | | 0640 621A022 25.000 EACH| 3600.00000 90000.00| 2300.00000 57500.00| 2300.00000 57500.00 Junction Boxes, Type 1 (Modified) | | | 0650 621B000 3.000 EACH| 450.00000 1350.00| 375.00000 1125.00| 375.00000 1125.00 Junction Box Units, Type 1, 1P Or 5 | | | 0660 621B034 17.000 EACH| 500.00000 8500.00| 475.00000 8075.00| 475.00000 8075.00 Junction Box Units, Type 1 (Modified) | | | 0670 621C002 7.000 EACH| 2000.00000 14000.00| 1450.00000 10150.00| 1450.00000 10150.00 Inlets, Type C, P1 Or P3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 028 -6 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000630028 COUNTIES : DALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 07001 |(2) 06005 |(3) 01018 |S. A. GRAHAM COMPANY, INC. |FLOYD CONSTRUCTION COMPANY, |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 621C004 2.000 EACH| 3800.00000 7600.00| 2500.00000 5000.00| 2500.00000 5000.00 Inlets, Type GH | | | 0690 621C005 1.000 EACH| 5500.00000 5500.00| 3400.00000 3400.00| 3400.00000 3400.00 Inlets, Type IJ | | | 0700 621C101 1.000 EACH| 4100.00000 4100.00| 3600.00000 3600.00| 3600.00000 3600.00 Inlet, Type GH (Modified) | | | 0710 621D022 2.000 EACH| 450.00000 900.00| 300.00000 600.00| 300.00000 600.00 Inlet Units, Type C, P1 Or P3 | | | 0720 630A000 1859.000 M | 55.77000 103676.43| 56.00000 104104.00| 55.77000 103676.43 Steel Beam Guardrail, Class A, Type 1 | | | 0730 630C065 8.000 EACH| 975.00000 7800.00| 975.00000 7800.00| 975.00000 7800.00 Guardrail End Anchor, Type 13 (Retrofit)| | | 0740 630C070 64.000 EACH| 1400.00000 89600.00| 1425.00000 91200.00| 1400.00000 89600.00 Guardrail End Anchor, Type 10 Series | | | 0750 634A000 146.000 M | 30.00000 4380.00| 19.70000 2876.20| 20.78000 3033.88 Industrial Fence, 1.22 Meters High | | | 0760 635A002 72.000 M | 18.50000 1332.00| 14.10000 1015.20| 18.07000 1301.04 Woven Wire Fence (Wood Posts) | | | 0770 636A000 152.000 M | 14.00000 2128.00| 11.50000 1748.00| 16.16000 2456.32 Barbed Wire Fence, 4 Strands, 1.22 | | | Meter High | | | 0780 650A000 1000.000 M3 | 6.75000 6750.00| 7.20000 7200.00| 7.88000 7880.00 Topsoil | | | 0790 650B000 28295.000 M3 | 5.00000 141475.00| 5.90000 166940.50| 5.37000 151944.15 Topsoil From Stockpiles | | | 0800 651B000 88.000 MTON| 33.00000 2904.00| 31.00000 2728.00| 33.00000 2904.00 Agricultural Limestone | | | 0810 651C000 54.000 MTON| 200.00000 10800.00| 188.00000 10152.00| 200.00000 10800.00 8-8-8 Commercial Fertilizer | | | 0820 651F000 6.000 MTON| 220.00000 1320.00| 226.00000 1356.00| 1320.00000 7920.00 Ammonium Nitrate | | | 0830 652A061 32.000 HA | 960.00000 30720.00| 1000.00000 32000.00| 960.00000 30720.00 Seeding (Mix 3E) | | | 0840 654A001 107.000 M2 | 6.00000 642.00| 4.00000 428.00| 4.00000 428.00 Solid Sodding (Bermuda) | | | 0850 656A000 26.000 HA | 960.00000 24960.00| 1000.00000 26000.00| 960.00000 24960.00 Mulching, Class A, Type 1 | | | 0860 656A001 6.000 HA | 1150.00000 6900.00| 1100.00000 6600.00| 1150.00000 6900.00 Mulching, Class A, Type 2 | | | 0870 665F000 1325.000 EACH| 6.00000 7950.00| 4.00000 5300.00| 5.25000 6956.25 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 028 -7 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000630028 COUNTIES : DALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 07001 |(2) 06005 |(3) 01018 |S. A. GRAHAM COMPANY, INC. |FLOYD CONSTRUCTION COMPANY, |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0880 665H000 16.000 EACH| 250.00000 4000.00| 1200.00000 19200.00| 750.00000 12000.00 Erosion Control Check Dams, Type 1 | | | 0890 665J000 3635.000 M | 12.30000 44710.50| 12.30000 44710.50| 9.60000 34896.00 Silt Fence, Type A | | | 0900 666A001 32.000 HA | 15.00000 480.00| 185.00000 5920.00| 15.00000 480.00 Pest Control Treatment | | | 0910 680A000 LUMP| 6000.00000 6000.00| 23000.00000 23000.00| 31350.00000 31350.00 Engineering Controls | | | 0920 701C000 22.000 KM | 174.00000 3828.00| 174.00000 3828.00| 174.00000 3828.00 Broken Temporary Traffic Stripe | | | 0930 701C001 179.000 KM | 187.00000 33473.00| 187.00000 33473.00| 187.00000 33473.00 Solid Temporary Traffic Stripe | | | 0940 701D007 2.000 KM | 621.00000 1242.00| 621.00000 1242.00| 621.00000 1242.00 Solid Traffic Stripe Removed (Paint) | | | 0950 701D008 2.000 KM | 684.00000 1368.00| 684.00000 1368.00| 684.00000 1368.00 Solid Traffic Stripe Removed (Plastic) | | | 0960 701D014 2.000 KM | 528.00000 1056.00| 528.00000 1056.00| 528.00000 1056.00 Broken Traffic Stripe Removed (Paint) | | | 0970 701D015 2.000 KM | 590.00000 1180.00| 590.00000 1180.00| 590.00000 1180.00 Broken Traffic Stripe Removed (Plastic) | | | 0980 701G125 324.000 M | 10.31000 3340.44| 10.31000 3340.44| 10.31000 3340.44 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0990 701G129 162.000 M | 5.18000 839.16| 5.18000 839.16| 5.18000 839.16 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1000 701G133 62.000 M | 13.05000 809.10| 13.05000 809.10| 13.05000 809.10 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1010 702A007 6.000 KM | 1227.00000 7362.00| 1227.00000 7362.00| 1227.00000 7362.00 Broken Yellow, Inverted Profile Traffic | | | Stripe (150mm Wide) | | | 1020 702A008 26.000 KM | 2455.00000 63830.00| 2455.00000 63830.00| 2455.00000 63830.00 Solid White, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 1030 702A009 20.000 KM | 2455.00000 49100.00| 2455.00000 49100.00| 2455.00000 49100.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 1040 703A002 96.000 M2 | 17.22000 1653.12| 17.22000 1653.12| 17.22000 1653.12 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 028 -8 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000630028 COUNTIES : DALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 07001 |(2) 06005 |(3) 01018 |S. A. GRAHAM COMPANY, INC. |FLOYD CONSTRUCTION COMPANY, |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1050 703D001 48.000 M2 | 11.00000 528.00| 11.00000 528.00| 11.00000 528.00 Temporary Traffic Control Markings | | | 1060 705A032 170.000 EACH| 4.60000 782.00| 4.60000 782.00| 4.60000 782.00 Pavement Markers, Class A-H, Type 1-B | | | 1070 705A037 840.000 EACH| 4.80000 4032.00| 4.80000 4032.00| 4.80000 4032.00 Pavement Markers, Class A-H, Type 2-D | | | 1080 740B000 90.000 M2 | 135.00000 12150.00| 172.30000 15507.00| 130.96000 11786.40 Construction Signs | | | 1090 740D000 200.000 EACH| 60.00000 12000.00| 65.00000 13000.00| 51.84000 10368.00 Channelizing Drums | | | 1100 740E000 100.000 EACH| 30.00000 3000.00| 35.00000 3500.00| 12.84000 1284.00 Cones (900 mm High) | | | 1110 740M000 100.000 EACH| 5.00000 500.00| 12.00000 1200.00| 8.31000 831.00 Ballast For Cone | | | 1120 740O000 1.000 EACH| 500.00000 500.00| 1500.00000 1500.00| 2500.00000 2500.00 Pilot Car | | | 1130 998A000 LUMP| 100.00000 100.00| 2000.00000 2000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 153,500.00) | | | SECTION TOTALS | $ 3,459,915.23| $ 3,474,835.90| $ 3,502,445.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,459,915.23| $ 3,474,835.90| $ 3,502,445.09 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 028 -9 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000630028 COUNTIES : DALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 18046 | |CLARK CONSTRUCTION CO., INC.|REESE & HOWELL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 122000.00000 122000.00| 157750.00000 157750.00| Clearing & Grubbing (Approximately 34 | | | Hectares) | | | 0020 206A000 LUMP| 40000.00000 40000.00| 2500.00000 2500.00| Removal Of Old Bridge, Station 113+72 | | | 0030 206C010 112.000 M2 | 12.00000 1344.00| 32.46190 3635.73| Removing Concrete Driveway | | | 0040 206D000 217.000 M | 46.00000 9982.00| 16.44740 3569.09| Removing Pipe | | | 0050 206D001 62.000 M | 6.56000 406.72| 6.56000 406.72| Removing Guardrail | | | 0060 206D011 383.000 M | 7.00000 2681.00| 3.00000 1149.00| Removing Fence | | | 0070 206E000 29.000 EACH| 475.00000 13775.00| 250.00000 7250.00| Removing Headwalls | | | 0080 206E019 8.000 EACH| 85.00000 680.00| 85.00000 680.00| Removing Guardrail End Anchor (Type 10) | | | 0090 209A000 8.000 EACH| 245.00000 1960.00| 150.00000 1200.00| Mailbox Reset, Single | | | 0100 210A000 38454.000 M3 | 3.11000 119591.94| 5.93240 228124.51| Unclassified Excavation | | | 0110 210D011 81771.000 M3 | 9.20000 752293.20| 8.56900 700695.70| Borrow Excavation (A4 Or Better) | | | 0120 214A000 1319.000 M3 | 10.00000 13190.00| 10.00000 13190.00| Structure Excavation | | | 0130 214B000 228.000 M3 | 15.00000 3420.00| 1.00000 228.00| Foundation Backfill, Local | | | 0140 214B001 218.000 M3 | 40.00000 8720.00| 40.00000 8720.00| Foundation Backfill, Commercial | | | 0150 401B100 90376.000 M2 | 0.63000 56936.88| 0.67000 60551.92| Bituminous Treatment E (With Polymer | | | Additive) | | | 0160 405A000 23563.000 L | 0.30000 7068.90| 0.20000 4712.60| Tack Coat | | | 0170 424A221 7811.000 MTON| 39.50000 308534.50| 35.58000 277915.38| Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0180 424A227 6327.000 MTON| 40.00000 253080.00| 36.50000 230935.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range B| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 028 -10 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000630028 COUNTIES : DALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 18046 | |CLARK CONSTRUCTION CO., INC.|REESE & HOWELL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 424B421 10534.000 MTON| 41.00000 431894.00| 34.14000 359630.76| Superpave Bituminous Concrete Upper | | | Binder Layer, 25 MM Maximum Aggregate | | | size mix, ESAL Range B | | | 0200 424B533 2391.000 MTON| 42.00000 100422.00| 34.68000 82919.88| Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0210 502A000 28392.000 KG | 1.35000 38329.20| 1.35000 38329.20| Steel Reinforcement | | | 0220 524B011 348.000 M3 | 750.00000 261000.00| 725.00000 252300.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0230 530A002 30.000 M | 244.00000 7320.00| 131.00000 3930.00| 600 mm Roadway Pipe (Class 3 R.C.) | | | 0240 530A004 35.000 M | 333.00000 11655.00| 215.00000 7525.00| 900 mm Roadway Pipe (Class 3 R.C.) | | | 0250 530A005 43.000 M | 395.00000 16985.00| 265.00000 11395.00| 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0260 530A006 14.000 M | 475.00000 6650.00| 342.00000 4788.00| 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0270 530A101 62.000 M | 170.00000 10540.00| 110.00000 6820.00| 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0280 530A102 16.000 M | 309.00000 4944.00| 135.00000 2160.00| 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0290 530B004 22.000 M | 791.00000 17402.00| 265.00000 5830.00| 1110 mm Span X 675 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0300 530B006 32.000 M | 284.00000 9088.00| 400.00000 12800.00| 1485 mm Span X 915 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0310 535A001 160.000 M | 96.00000 15360.00| 105.00000 16800.00| 450 mm Side Drain Pipe | | | 0320 535A002 42.000 M | 133.00000 5586.00| 135.00000 5670.00| 600 mm Side Drain Pipe | | | 0330 535A006 71.000 M | 396.00000 28116.00| 300.00000 21300.00| 1200 mm Side Drain Pipe | | | 0340 535A300 55.000 M | 133.00000 7315.00| 100.00000 5500.00| 375 mm Side Drain Pipe (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 028 -11 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000630028 COUNTIES : DALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 18046 | |CLARK CONSTRUCTION CO., INC.|REESE & HOWELL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 535A301 27.000 M | 144.00000 3888.00| 105.00000 2835.00| 450 mm Side Drain Pipe (Extension) | | | 0360 535A302 14.000 M | 166.00000 2324.00| 135.00000 1890.00| 600 mm Side Drain Pipe (Extension) | | | 0370 535B001 15.000 M | 382.00000 5730.00| 115.00000 1725.00| 560 mm Span, 345 mm Rise Side Drain Pipe| | | 0380 535B003 13.000 M | 224.00000 2912.00| 195.00000 2535.00| 920 mm Span, 570 mm Rise Side Drain Pipe| | | 0390 535B591 6.000 M | 255.00000 1530.00| 115.00000 690.00| 560 mm Span, 345 mm Rise Side Drain | | | Pipe (Extension) | | | 0400 600A000 LUMP| 137000.00000 137000.00| 250000.00000 250000.00| Mobilization | | | 0410 610C001 4519.000 MTON| 28.30000 127887.70| 33.06940 149440.62| Loose Riprap, Class 2 | | | 0420 610D003 3313.000 M2 | 1.11000 3677.43| 3.78720 12546.99| Filter Blanket, Geotextile | | | 0430 614A000 56.000 M3 | 250.00000 14000.00| 189.63760 10619.71| Slope Paving | | | 0440 618B002 173.000 M2 | 42.00000 7266.00| 42.00000 7266.00| Concrete Driveway, 150 mm Thick | | | 0450 619A002 6.000 EACH| 495.00000 2970.00| 495.00000 2970.00| 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0460 619A003 5.000 EACH| 650.00000 3250.00| 650.00000 3250.00| 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0470 619A005 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0480 619A006 3.000 EACH| 1350.00000 4050.00| 1350.00000 4050.00| 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0490 619A007 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1200 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0500 619A055 2.000 EACH| 1800.00000 3600.00| 1800.00000 3600.00| 900 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0510 619A056 2.000 EACH| 2100.00000 4200.00| 2100.00000 4200.00| 1050 mm Roadway Pipe End Treatment, | | | Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 028 -12 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000630028 COUNTIES : DALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 18046 | |CLARK CONSTRUCTION CO., INC.|REESE & HOWELL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 619A100 20.000 EACH| 400.00000 8000.00| 400.00000 8000.00| 375 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0530 619A101 40.000 EACH| 495.00000 19800.00| 495.00000 19800.00| 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0540 619A102 10.000 EACH| 650.00000 6500.00| 650.00000 6500.00| 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0550 619A106 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| 1200 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0560 619A276 2.000 EACH| 3750.00000 7500.00| 3750.00000 7500.00| 1200 mm Side Drain Pipe End Treatment, | | | Class 1 Double Line | | | 0570 619B021 5.000 EACH| 1800.00000 9000.00| 1800.00000 9000.00| 1485 mm Span, 915 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0580 619B069 6.000 EACH| 1900.00000 11400.00| 1900.00000 11400.00| 1110 mm Span, 675 mm Rise Roadway Pipe | | | End Treatment, Class 2 | | | 0590 619B071 1.000 EACH| 2250.00000 2250.00| 2250.00000 2250.00| 1485 mm Span, 915 mm Rise Roadway Pipe | | | End Treatment, Class 2 | | | 0600 619B116 4.000 EACH| 550.00000 2200.00| 550.00000 2200.00| 560 mm Span X 345 mm Rise Side Drain | | | Pipe End Treatment, Class 1 | | | 0610 619B143 2.000 EACH| 975.00000 1950.00| 975.00000 1950.00| 920 mm Span X 570 mm Rise Side Drain | | | Pipe End Treatment, Class 2 | | | 0620 620A000 9.000 M3 | 1200.00000 10800.00| 1200.00000 10800.00| Minor Structure Concrete | | | 0630 621A000 4.000 EACH| 1850.00000 7400.00| 1850.00000 7400.00| Junction Boxes, Type 1, 1P Or 5 | | | 0640 621A022 25.000 EACH| 4500.00000 112500.00| 4500.00000 112500.00| Junction Boxes, Type 1 (Modified) | | | 0650 621B000 3.000 EACH| 550.00000 1650.00| 550.00000 1650.00| Junction Box Units, Type 1, 1P Or 5 | | | 0660 621B034 17.000 EACH| 650.00000 11050.00| 650.00000 11050.00| Junction Box Units, Type 1 (Modified) | | | 0670 621C002 7.000 EACH| 1650.00000 11550.00| 1650.00000 11550.00| Inlets, Type C, P1 Or P3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 028 -13 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000630028 COUNTIES : DALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 18046 | |CLARK CONSTRUCTION CO., INC.|REESE & HOWELL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 621C004 2.000 EACH| 2950.00000 5900.00| 2950.00000 5900.00| Inlets, Type GH | | | 0690 621C005 1.000 EACH| 3750.00000 3750.00| 3750.00000 3750.00| Inlets, Type IJ | | | 0700 621C101 1.000 EACH| 5500.00000 5500.00| 5500.00000 5500.00| Inlet, Type GH (Modified) | | | 0710 621D022 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| Inlet Units, Type C, P1 Or P3 | | | 0720 630A000 1859.000 M | 55.77000 103676.43| 55.77010 103676.62| Steel Beam Guardrail, Class A, Type 1 | | | 0730 630C065 8.000 EACH| 975.00000 7800.00| 975.00000 7800.00| Guardrail End Anchor, Type 13 (Retrofit)| | | 0740 630C070 64.000 EACH| 1400.00000 89600.00| 1400.00000 89600.00| Guardrail End Anchor, Type 10 Series | | | 0750 634A000 146.000 M | 30.00000 4380.00| 19.79010 2889.35| Industrial Fence, 1.22 Meters High | | | 0760 635A002 72.000 M | 15.00000 1080.00| 17.20990 1239.11| Woven Wire Fence (Wood Posts) | | | 0770 636A000 152.000 M | 16.00000 2432.00| 15.37010 2336.26| Barbed Wire Fence, 4 Strands, 1.22 | | | Meter High | | | 0780 650A000 1000.000 M3 | 15.54000 15540.00| 19.77460 19774.60| Topsoil | | | 0790 650B000 28295.000 M3 | 2.38000 67342.10| 5.27320 149205.19| Topsoil From Stockpiles | | | 0800 651B000 88.000 MTON| 35.00000 3080.00| 1.00000 88.00| Agricultural Limestone | | | 0810 651C000 54.000 MTON| 665.00000 35910.00| 1.00000 54.00| 8-8-8 Commercial Fertilizer | | | 0820 651F000 6.000 MTON| 800.00000 4800.00| 1.00000 6.00| Ammonium Nitrate | | | 0830 652A061 32.000 HA | 1500.00000 48000.00| 1400.00000 44800.00| Seeding (Mix 3E) | | | 0840 654A001 107.000 M2 | 5.75000 615.25| 5.00000 535.00| Solid Sodding (Bermuda) | | | 0850 656A000 26.000 HA | 1200.00000 31200.00| 1200.00000 31200.00| Mulching, Class A, Type 1 | | | 0860 656A001 6.000 HA | 2000.00000 12000.00| 1500.00000 9000.00| Mulching, Class A, Type 2 | | | 0870 665F000 1325.000 EACH| 5.00000 6625.00| 6.00000 7950.00| Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 028 -14 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000630028 COUNTIES : DALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 18046 | |CLARK CONSTRUCTION CO., INC.|REESE & HOWELL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0880 665H000 16.000 EACH| 750.00000 12000.00| 1000.00000 16000.00| Erosion Control Check Dams, Type 1 | | | 0890 665J000 3635.000 M | 15.00000 54525.00| 13.15790 47828.97| Silt Fence, Type A | | | 0900 666A001 32.000 HA | 60.00000 1920.00| 0.00000 0.00| Pest Control Treatment | | | 0910 680A000 LUMP| 20000.00000 20000.00| 50000.00000 50000.00| Engineering Controls | | | 0920 701C000 22.000 KM | 174.00000 3828.00| 174.00000 3828.00| Broken Temporary Traffic Stripe | | | 0930 701C001 179.000 KM | 187.00000 33473.00| 187.00000 33473.00| Solid Temporary Traffic Stripe | | | 0940 701D007 2.000 KM | 621.00000 1242.00| 621.00000 1242.00| Solid Traffic Stripe Removed (Paint) | | | 0950 701D008 2.000 KM | 684.00000 1368.00| 684.00000 1368.00| Solid Traffic Stripe Removed (Plastic) | | | 0960 701D014 2.000 KM | 528.00000 1056.00| 528.00000 1056.00| Broken Traffic Stripe Removed (Paint) | | | 0970 701D015 2.000 KM | 590.00000 1180.00| 590.00000 1180.00| Broken Traffic Stripe Removed (Plastic) | | | 0980 701G125 324.000 M | 10.31000 3340.44| 10.31000 3340.44| Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0990 701G129 162.000 M | 5.18000 839.16| 5.18000 839.16| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1000 701G133 62.000 M | 13.05000 809.10| 13.05000 809.10| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1010 702A007 6.000 KM | 1227.00000 7362.00| 1227.00000 7362.00| Broken Yellow, Inverted Profile Traffic | | | Stripe (150mm Wide) | | | 1020 702A008 26.000 KM | 2455.00000 63830.00| 2455.00000 63830.00| Solid White, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 1030 702A009 20.000 KM | 2455.00000 49100.00| 2455.00000 49100.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 1040 703A002 96.000 M2 | 17.22000 1653.12| 17.22000 1653.12| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 028 -15 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000630028 COUNTIES : DALE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 18046 | |CLARK CONSTRUCTION CO., INC.|REESE & HOWELL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1050 703D001 48.000 M2 | 11.00000 528.00| 11.00000 528.00| Temporary Traffic Control Markings | | | 1060 705A032 170.000 EACH| 4.60000 782.00| 4.60000 782.00| Pavement Markers, Class A-H, Type 1-B | | | 1070 705A037 840.000 EACH| 4.80000 4032.00| 4.80000 4032.00| Pavement Markers, Class A-H, Type 2-D | | | 1080 740B000 90.000 M2 | 120.00000 10800.00| 194.77150 17529.44| Construction Signs | | | 1090 740D000 200.000 EACH| 75.00000 15000.00| 100.00000 20000.00| Channelizing Drums | | | 1100 740E000 100.000 EACH| 35.00000 3500.00| 35.00000 3500.00| Cones (900 mm High) | | | 1110 740M000 100.000 EACH| 10.00000 1000.00| 20.00000 2000.00| Ballast For Cone | | | 1120 740O000 1.000 EACH| 4500.00000 4500.00| 1500.00000 1500.00| Pilot Car | | | 1130 998A000 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| Construction Fuel (Maximum Bid Limited | | | To $ 153,500.00) | | | SECTION TOTALS | $ 3,992,804.07| $ 4,057,965.67| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,992,804.07| $ 4,057,965.67| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20000630029 COUNTIES : BUTLER LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRZ-0700(20 ) for constructing the Bridge Replacement (Precast) on C.R.#22 at Stallings Creek in Greenville. Length 0.019 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13053 MCINNIS CORPORATION $ 186,983.41 100.0000% 2 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 220,745.00 118.0559% 3 13021 MURPHREE BRIDGE CORPORATION $ 225,150.00 120.4117% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20000630029 COUNTIES : BUTLER LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 13053 |(2) 14005 |(3) 13021 |MCINNIS CORPORATION |G. W. NORRELL CONTRACTING CO|MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 8829.80000 8829.80 Removal Of Old Bridge STA 56+20 | | | 0020 210A000 635.000 CYIP| 3.25000 2063.75| 5.00000 3175.00| 1.50000 952.50 Unclassified Excavation | | | 0030 502A000 54.000 LB | 1.00000 54.00| 1.00000 54.00| 0.80000 43.20 Steel Reinforcement | | | 0040 505C002 960.000 LF | 20.00000 19200.00| 25.00000 24000.00| 22.50000 21600.00 Steel Piling (HP 12x53) | | | 0050 505C004 400.000 LF | 26.00000 10400.00| 30.00000 12000.00| 26.50000 10600.00 Steel Piling (HP 14x73) | | | 0060 507A000 2.000 EACH| 1476.00000 2952.00| 2150.00000 4300.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0070 508A000 918.000 LB | 0.40000 367.20| 2.00000 1836.00| 1.50000 1377.00 Structural Steel | | | 0080 510A000 7.000 CUYD| 500.00000 3500.00| 400.00000 2800.00| 350.00000 2450.00 Bridge Substructure Concrete, Class A | | | 0090 512A015 2.000 EACH| 2785.00000 5570.00| 2750.00000 5500.00| 2325.00000 4650.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-4 7/8" Deep By 33'-0" Long | | | (Modified) | | | 0100 512B005 2.000 EACH| 2950.00000 5900.00| 3650.00000 7300.00| 2920.00000 5840.00 Precast Concrete Intermediate Bent Caps,| | | 2'-9" Wide By 1'- 9 1/16" Deep By | | | 31'-6" Long | | | 0110 512C004 18.000 EACH| 2425.22000 43653.96| 2550.00000 45900.00| 2900.00000 52200.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 6.000 EACH| 2932.00000 17592.00| 2750.00000 16500.00| 3225.00000 19350.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512D002 2.000 EACH| 2777.00000 5554.00| 3000.00000 6000.00| 3270.00000 6540.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0140 512D005 1.000 EACH| 2777.00000 2777.00| 3000.00000 3000.00| 3270.00000 3270.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0150 512D012 2.000 EACH| 2772.00000 5544.00| 4000.00000 8000.00| 3270.00000 6540.00 Precast Concrete Barrier Rail End | | | Section, 34'-3-1/8" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20000630029 COUNTIES : BUTLER LETTING DATE : 06/30/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 13053 |(2) 14005 |(3) 13021 |MCINNIS CORPORATION |G. W. NORRELL CONTRACTING CO|MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512D015 1.000 EACH| 2772.00000 2772.00| 4000.00000 4000.00| 3270.00000 3270.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-6-5/16" Long | | | 0170 512E002 8.000 EACH| 289.00000 2312.00| 500.00000 4000.00| 395.00000 3160.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0180 512E008 8.000 EACH| 289.00000 2312.00| 500.00000 4000.00| 395.00000 3160.00 Precast Concrete Abutment Panels, Type | | | A3 (Modified) | | | 0190 512F002 8.000 EACH| 532.00000 4256.00| 700.00000 5600.00| 725.00000 5800.00 Precast Concrete Wing Panels, Type W3 | | | 0200 512G000 4.000 EACH| 378.00000 1512.00| 600.00000 2400.00| 525.00000 2100.00 Precast Concrete Abutment Wing Cap Panel| | | 0210 600A000 LUMP| 12000.00000 12000.00| 5000.00000 5000.00| 22000.00000 22000.00 Mobilization | | | 0220 610C001 470.000 TON | 19.25000 9047.50| 30.00000 14100.00| 26.00000 12220.00 Loose Riprap, Class 2 | | | 0230 610D003 427.000 SQYD| 2.00000 854.00| 5.00000 2135.00| 2.50000 1067.50 Filter Blanket, Geotextile | | | 0240 630C003 4.000 EACH| 975.00000 3900.00| 975.00000 3900.00| 975.00000 3900.00 Guardrail End Anchor, Type 13 | | | 0250 630C070 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| 1400.00000 5600.00 Guardrail End Anchor, Type 10 Series | | | 0260 665F000 40.000 EACH| 5.00000 200.00| 3.00000 120.00| 5.00000 200.00 Hay Bales | | | 0270 665J000 450.000 LF | 4.00000 1800.00| 5.00000 2250.00| 3.00000 1350.00 Silt Fence, Type A | | | 0280 680A000 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 2500.00000 2500.00 Engineering Controls | | | 0290 740B000 245.000 SQFT| 6.00000 1470.00| 15.00000 3675.00| 8.00000 1960.00 Construction Signs | | | 0300 740F002 10.000 EACH| 50.00000 500.00| 500.00000 5000.00| 180.00000 1800.00 Barricades, Type III | | | 0310 740I005 2.000 EACH| 160.00000 320.00| 300.00000 600.00| 160.00000 320.00 Warning Lights, Type B (Detachable Head)| | | 0320 998A000 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 5500.00000 5500.00 Construction Fuel (Maximum Bid Limited | | | To $ 5500.00) | | | SECTION TOTALS | $ 186,983.41| $ 220,745.00| $ 225,150.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 186,983.41| $ 220,745.00| $ 225,150.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20000630030 COUNTIES : CHEROKEE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 03 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1011(106) for constructing the Resurfacing, Traffic Stripe, and STPNU-1000(5) Guardrail Improvements at various locations on County Roads STPNU-1016(103) #22, 6, 67, 41, 48 & 104, as indicated on plans, in Cherokee OTHERS County. Length - 20.240 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,172,896.22 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,178,947.65 100.5159% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20000630030 COUNTIES : CHEROKEE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 07002 |(2) 13022 | |GOOD HOPE CONTRACTING CO., I|MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 401B108 238214.000 SYCP| 0.67880 161699.66| 0.60000 142928.40| Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 2500.000 GAL | 0.70000 1750.00| 1.50000 3750.00| Tack Coat | | | 0030 429A201 12780.000 TON | 32.93000 420845.40| 33.00000 421740.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A206 2020.000 TON | 31.93000 64498.60| 33.00000 66660.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429A221 6053.000 TON | 32.93000 199325.29| 33.00000 199749.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429A226 1200.000 TON | 31.93000 38316.00| 33.00000 39600.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0070 429B201 4495.000 TON | 29.09000 130759.55| 28.00000 125860.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0080 600A000 LUMP| 1235.72000 1235.72| 22774.00000 22774.00| Mobilization | | | 0090 630A004 90.000 LF | 26.50000 2385.00| 26.50000 2385.00| Steel Beam Guardrail, Class B, Type 2 | | | 0100 630C022 4.000 EACH| 1950.00000 7800.00| 1900.00000 7600.00| Guardrail End Anchor, Type Special | | | 0110 630C070 10.000 EACH| 1250.00000 12500.00| 1250.00000 12500.00| Guardrail End Anchor, Type 10 Series | | | 0120 701A031 42.000 MILE| 970.00000 40740.00| 970.00000 40740.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0130 701A035 27.000 MILE| 1200.00000 32400.00| 1200.00000 32400.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20000630030 COUNTIES : CHEROKEE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 07002 |(2) 13022 | |GOOD HOPE CONTRACTING CO., I|MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A045 14.000 MILE| 700.00000 9800.00| 700.00000 9800.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701C000 36.000 MILE| 340.00000 12240.00| 340.00000 12240.00| Broken Temporary Traffic Stripe | | | 0160 701C001 67.000 MILE| 380.00000 25460.00| 380.00000 25460.00| Solid Temporary Traffic Stripe | | | 0170 703A002 705.000 SQFT| 2.00000 1410.00| 2.00000 1410.00| Traffic Control Markings, Class 2, Type | | | A | | | 0180 740B000 1130.000 SQFT| 8.50000 9605.00| 10.00000 11300.00| Construction Signs | | | 0190 740E000 125.000 EACH| 1.00000 125.00| 0.41000 51.25| Cones (36 Inches High) | | | 0200 998A000 LUMP| 1.00000 1.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 55,500.00) | | | SECTION TOTALS | $ 1,172,896.22| $ 1,178,947.65| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,172,896.22| $ 1,178,947.65| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20000630031 COUNTIES : CHOCTAW LETTING DATE : 06/30/00 10:00 AM DISTRICT : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BR-1207 (103) for constructing the Bridge Replacements (Culverts) on C.R.#9 at McCall Branch and at Jack Branch north of Lisman. Length 0.018 km SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08017 H & L CONSTRUCTION, INC. $ 179,798.20 100.0000% 2 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 180,165.50 100.2042% 3 20011 TRI COUNTY CONCRETE CONSTRUCTION, INC. $ 203,862.85 113.3842% 4 18024 RACON, INC. $ 301,081.25 167.4550% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20000630031 COUNTIES : CHOCTAW LETTING DATE : 06/30/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 08017 |(2) 14005 |(3) 20011 |H & L CONSTRUCTION, INC. |G. W. NORRELL CONTRACTING CO|TRI COUNTY CONCRETE CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 3500.00000 3500.00| 15000.00000 15000.00| 21648.37000 21648.37 Removal Of Old Bridge, Station | | | 147+48.022, Site #1 | | | 0020 206A001 LUMP| 3500.00000 3500.00| 15000.00000 15000.00| 21648.37000 21648.37 Removal Of Old Bridge, Station | | | 24+60.803, Site #2 | | | 0030 214A000 475.000 M3 | 10.00000 4750.00| 6.50000 3087.50| 10.40000 4940.00 Structure Excavation | | | 0040 214B001 189.000 M3 | 38.00000 7182.00| 30.00000 5670.00| 31.20000 5896.80 Foundation Backfill, Commercial | | | 0050 502A000 26797.000 KG | 1.10000 29476.70| 1.00000 26797.00| 1.08000 28940.76 Steel Reinforcement | | | 0060 524A011 243.000 M3 | 430.00000 104490.00| 350.00000 85050.00| 357.50000 86872.50 Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 7500.00000 7500.00| 5000.00000 5000.00| 12000.00000 12000.00 Mobilization | | | 0080 610C001 152.000 MTON| 30.00000 4560.00| 30.00000 4560.00| 33.07000 5026.64 Loose Riprap, Class 2 | | | 0090 610D003 159.000 M2 | 3.50000 556.50| 5.00000 795.00| 7.15000 1136.85 Filter Blanket, Geotextile | | | 0100 665F000 92.000 EACH| 4.00000 368.00| 3.00000 276.00| 4.00000 368.00 Hay Bales | | | 0110 665J000 92.000 M | 13.75000 1265.00| 5.00000 460.00| 19.68000 1810.56 Silt Fence, Type A | | | 0120 680A000 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 3000.00000 3000.00 Engineering Controls | | | 0130 740B000 38.000 M2 | 100.00000 3800.00| 165.00000 6270.00| 98.00000 3724.00 Construction Signs | | | 0140 740F002 18.000 EACH| 275.00000 4950.00| 500.00000 9000.00| 325.00000 5850.00 Barricades, Type III | | | 0150 740I005 4.000 EACH| 150.00000 600.00| 300.00000 1200.00| 250.00000 1000.00 Warning Lights, Type B (Detachable Head)| | | 0160 998A000 LUMP| 1300.00000 1300.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 5,000.00) | | | SECTION TOTALS | $ 179,798.20| $ 180,165.50| $ 203,862.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 179,798.20| $ 180,165.50| $ 203,862.85 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20000630031 COUNTIES : CHOCTAW LETTING DATE : 06/30/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 18024 | | |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 7500.00000 7500.00| | Removal Of Old Bridge, Station | | | 147+48.022, Site #1 | | | 0020 206A001 LUMP| 7500.00000 7500.00| | Removal Of Old Bridge, Station | | | 24+60.803, Site #2 | | | 0030 214A000 475.000 M3 | 12.00000 5700.00| | Structure Excavation | | | 0040 214B001 189.000 M3 | 40.00000 7560.00| | Foundation Backfill, Commercial | | | 0050 502A000 26797.000 KG | 1.25000 33496.25| | Steel Reinforcement | | | 0060 524A011 243.000 M3 | 600.00000 145800.00| | Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 50000.00000 50000.00| | Mobilization | | | 0080 610C001 152.000 MTON| 50.00000 7600.00| | Loose Riprap, Class 2 | | | 0090 610D003 159.000 M2 | 5.00000 795.00| | Filter Blanket, Geotextile | | | 0100 665F000 92.000 EACH| 5.00000 460.00| | Hay Bales | | | 0110 665J000 92.000 M | 20.00000 1840.00| | Silt Fence, Type A | | | 0120 680A000 LUMP| 15000.00000 15000.00| | Engineering Controls | | | 0130 740B000 38.000 M2 | 135.00000 5130.00| | Construction Signs | | | 0140 740F002 18.000 EACH| 350.00000 6300.00| | Barricades, Type III | | | 0150 740I005 4.000 EACH| 350.00000 1400.00| | Warning Lights, Type B (Detachable Head)| | | 0160 998A000 LUMP| 5000.00000 5000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 5,000.00) | | | SECTION TOTALS | $ 301,081.25| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 301,081.25| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20000630032 COUNTIES : CLAY LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1404(104) for constructing the Resurfacing and Traffic Stripe on C.R. #5 from the Tallapoosa/Clay County Line to just beyond Bishop Road, south of Ashland. Length - 7.600 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 376,359.00 100.0000% 2 01018 APAC-ALABAMA, INC. $ 398,635.30 105.9188% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20000630032 COUNTIES : CLAY LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 01018 | |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D001 1858.000 CYIP| 7.00000 13006.00| 10.27000 19081.66| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 401B108 89173.000 SYCP| 0.55000 49045.15| 0.72000 64204.56| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 154.000 GAL | 1.40000 215.60| 0.00000 0.00| Tack Coat | | | 0040 429A201 6938.000 TON | 31.00000 215078.00| 33.33000 231243.54| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A204 50.000 TON | 80.00000 4000.00| 64.23000 3211.50| Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429A206 248.000 TON | 34.25000 8494.00| 37.78000 9369.44| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0070 600A000 LUMP| 20275.00000 20275.00| 0.00000 0.00| Mobilization | | | 0080 630A000 479.000 LF | 10.75000 5149.25| 11.29000 5407.91| Steel Beam Guardrail, Class A, Type 1 | | | 0090 630C070 6.000 EACH| 1250.00000 7500.00| 1312.50000 7875.00| Guardrail End Anchor, Type 10 Series | | | 0100 652A053 5.000 ACRE| 450.00000 2250.00| 787.50000 3937.50| Seeding (Mix 1E) | | | 0110 656A000 5.000 ACRE| 400.00000 2000.00| 787.50000 3937.50| Mulching, Class A, Type 1 | | | 0120 665F000 200.000 EACH| 1.00000 200.00| 6.83000 1366.00| Hay Bales | | | 0130 665J000 200.000 LF | 1.00000 200.00| 6.04000 1208.00| Silt Fence, Type A | | | 0140 701A031 15.000 MILE| 950.00000 14250.00| 966.00000 14490.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0150 701A035 12.000 MILE| 1080.00000 12960.00| 1134.00000 13608.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20000630032 COUNTIES : CLAY LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 01018 | |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701A045 2.000 MILE| 700.00000 1400.00| 714.00000 1428.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701C000 4.000 MILE| 350.00000 1400.00| 304.50000 1218.00| Broken Temporary Traffic Stripe | | | 0180 701C001 24.000 MILE| 380.00000 9120.00| 357.00000 8568.00| Solid Temporary Traffic Stripe | | | 0190 703A002 156.000 SQFT| 3.00000 468.00| 2.73000 425.88| Traffic Control Markings, Class 2, Type | | | A | | | 0200 705A032 172.000 EACH| 5.00000 860.00| 5.04000 866.88| Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 832.000 EACH| 5.25000 4368.00| 5.46000 4542.72| Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 212.000 SQFT| 10.00000 2120.00| 11.03000 2338.36| Construction Signs | | | 0230 740O000 1.000 EACH| 2000.00000 2000.00| 306.85000 306.85| Pilot Car | | | 0240 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 17,000.00) | | | SECTION TOTALS | $ 376,359.00| $ 398,635.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 376,359.00| $ 398,635.30| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20000630033 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-2217(107) for constructing the Resurfacing and Traffic Stripe on C.R.#1435 (Eva Road) from S.R.#157 to north of Providence. Length 5.501 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 425,232.13 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 435,113.79 102.3238% 3 19010 SHELBY CONTRACTING COMPANY, INC. $ 500,756.40 117.7607% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20000630033 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 23009 |(2) 07002 |(3) 19010 |WHITAKER CONTRACTING CORPORA|GOOD HOPE CONTRACTING CO., I|SHELBY CONTRACTING COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206E024 2.000 EACH| 125.00000 250.00| 125.00000 250.00| 125.00000 250.00 Removing Guardrail End Anchor (Type 10A)| | | 0020 206E039 4.000 EACH| 60.00000 240.00| 50.00000 200.00| 50.00000 200.00 Removing Mailboxes (Including Reset | | | With a New 2 Inch Metal Or 4 Inch | | | Timber Post) | | | 0030 210D001 4500.000 CYIP| 4.85000 21825.00| 4.00000 18000.00| 6.90000 31050.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 401B108 79075.000 SYCP| 0.55640 43997.33| 0.64250 50805.69| 0.64250 50805.69 Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 405A000 4651.000 GAL | 0.80000 3720.80| 0.10000 465.10| 0.01000 46.51 Tack Coat | | | 0060 429A240 4290.000 TON | 28.22000 121063.80| 28.53000 122393.70| 32.35000 138781.50 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0070 429B241 7790.000 TON | 22.48000 175119.20| 23.69000 184545.10| 27.02000 210485.80 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0080 429B247 500.000 TON | 28.22000 14110.00| 28.53000 14265.00| 33.43000 16715.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0090 430B014 270.000 TNCP| 10.00000 2700.00| 9.50000 2565.00| 10.00000 2700.00 Aggregate Surfacing (AHD #410 Modified) | | | 0100 600A000 LUMP| 2360.00000 2360.00| 5025.20000 5025.20| 12455.90000 12455.90 Mobilization | | | 0110 630C070 2.000 EACH| 1400.00000 2800.00| 1400.00000 2800.00| 1400.00000 2800.00 Guardrail End Anchor, Type 10 Series | | | 0120 665F000 100.000 EACH| 4.50000 450.00| 0.50000 50.00| 4.00000 400.00 Hay Bales | | | 0130 665J000 500.000 LF | 2.50000 1250.00| 0.50000 250.00| 2.70000 1350.00 Silt Fence, Type A | | | 0140 701A031 11.000 MILE| 920.00000 10120.00| 920.00000 10120.00| 980.00000 10780.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20000630033 COUNTIES : CULLMAN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 23009 |(2) 07002 |(3) 19010 |WHITAKER CONTRACTING CORPORA|GOOD HOPE CONTRACTING CO., I|SHELBY CONTRACTING COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A035 10.000 MILE| 1050.00000 10500.00| 1050.00000 10500.00| 1100.00000 11000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701A045 2.000 MILE| 600.00000 1200.00| 600.00000 1200.00| 500.00000 1000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701C000 2.000 MILE| 320.00000 640.00| 320.00000 640.00| 340.00000 680.00 Broken Temporary Traffic Stripe | | | 0180 701C001 21.000 MILE| 360.00000 7560.00| 360.00000 7560.00| 370.00000 7770.00 Solid Temporary Traffic Stripe | | | 0190 703A002 600.000 SQFT| 1.80000 1080.00| 1.80000 1080.00| 2.25000 1350.00 Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 45.000 SQFT| 2.80000 126.00| 2.80000 126.00| 3.00000 135.00 Traffic Control Legends, Class 2, Type A| | | 0210 740B000 362.000 SQFT| 10.00000 3620.00| 6.00000 2172.00| 0.00000 0.00 Construction Signs | | | 0220 740E000 100.000 EACH| 5.00000 500.00| 1.00000 100.00| 0.00000 0.00 Cones (36 Inches High) | | | 0230 998A000 LUMP| 0.00000 0.00| 1.00000 1.00| 1.00000 1.00 Construction Fuel (Maximum Bid Limited | | | To $ 28,000.00) | | | SECTION TOTALS | $ 425,232.13| $ 435,113.79| $ 500,756.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 425,232.13| $ 435,113.79| $ 500,756.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20000630034 COUNTIES : FRANKLIN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BR-3000(18) for constructing the Bridge Replacement on C.R.#23 at Cedar Creek northeast of Red Bay. Length 0.05 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 519,947.30 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 595,119.70 114.4576% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20000630034 COUNTIES : FRANKLIN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 18036 |(2) 03001 | |RILEY BRIDGE & ENGINEERING C|CLARK CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 28000.00000 28000.00| 100000.00000 100000.00| Removal Of Old Bridge (Station | | | 17+00.622) | | | 0020 215A000 66.000 CUYD| 10.00000 660.00| 8.00000 528.00| Unclassified Bridge Excavation | | | 0030 502A000 43010.000 LB | 0.46000 19784.60| 0.42000 18064.20| Steel Reinforcement | | | 0040 502B000 LUMP| 27000.00000 27000.00| 22000.00000 22000.00| Steel Reinforcement For Bridge | | | Superstructure Station 17+00 | | | Approximately 58180 lbs. | | | 0050 505C000 302.000 LF | 22.00000 6644.00| 20.00000 6040.00| Steel Piling (HP 10x42) | | | 0060 505G002 20.000 EACH| 75.00000 1500.00| 45.00000 900.00| Pile Points (Type A, 10") | | | 0070 506A005 78.000 LF | 454.00000 35412.00| 150.00000 11700.00| Drilled Shaft Excavation, 3'-6" Diameter| | | 0080 506B002 60.000 LF | 1028.00000 61680.00| 200.00000 12000.00| Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0090 506C041 140.000 LF | 105.00000 14700.00| 250.00000 35000.00| Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0100 506G001 6.000 EACH| 300.00000 1800.00| 400.00000 2400.00| Crosshole Sonic Logging, 3'-6" Diameter | | | 0110 508A000 5145.000 LB | 2.70000 13891.50| 2.50000 12862.50| Structural Steel | | | 0120 510A000 102.000 CUYD| 385.00000 39270.00| 500.00000 51000.00| Bridge Substructure Concrete, Class A | | | 0130 510C051 LUMP| 90000.00000 90000.00| 105000.00000 105000.00| Bridge Concrete Superstructure, STA. | | | 17+00, Approximately 267 Cu. Yds. | | | 0140 510E000 662.000 SQYD| 4.60000 3045.20| 2.50000 1655.00| Grooving Concrete Bridge Decks | | | 0150 511A001 32.000 EACH| 105.00000 3360.00| 100.00000 3200.00| Elastomeric Bearings, Type 2 | | | 0160 513B004 388.000 LF | 64.00000 24832.00| 85.00000 32980.00| Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20000630034 COUNTIES : FRANKLIN LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 18036 |(2) 03001 | |RILEY BRIDGE & ENGINEERING C|CLARK CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 513B015 796.000 LF | 112.00000 89152.00| 110.00000 87560.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0180 600A000 LUMP| 30000.00000 30000.00| 60000.00000 60000.00| Mobilization | | | 0190 610C001 86.000 TON | 20.00000 1720.00| 23.00000 1978.00| Loose Riprap, Class 2 | | | 0200 610D003 58.000 SQYD| 4.00000 232.00| 4.00000 232.00| Filter Blanket, Geotextile | | | 0210 630C003 4.000 EACH| 1250.00000 5000.00| 1150.00000 4600.00| Guardrail End Anchor, Type 13 | | | 0220 630C070 4.000 EACH| 1300.00000 5200.00| 1250.00000 5000.00| Guardrail End Anchor, Type 10 Series | | | 0230 665F000 50.000 EACH| 6.00000 300.00| 10.00000 500.00| Hay Bales | | | 0240 665J000 800.000 LF | 6.50000 5200.00| 4.50000 3600.00| Silt Fence, Type A | | | 0250 680A000 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| Engineering Controls | | | 0260 740B000 208.000 SQFT| 8.00000 1664.00| 15.00000 3120.00| Construction Signs | | | 0270 740F002 8.000 EACH| 300.00000 2400.00| 400.00000 3200.00| Barricades, Type III | | | 0280 740I005 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| Warning Lights, Type B (Detachable Head)| | | 0290 998A000 LUMP| 500.00000 500.00| 5000.00000 5000.00| Construction Fuel (Maximum Bid Limited | | | To $ 13000.00) | | | SECTION TOTALS | $ 519,947.30| $ 595,119.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 519,947.30| $ 595,119.70| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20000630036 COUNTIES : LAWRENCE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-4000( 13 ) for constructing the Resurfacing and Traffic Stripe on C.R.#214 from S.R.#33 to C.R.#217, northeast of Moulton. Length 4.049 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02035 BURGREEN CONTRACTING COMPANY, INC. $ 239,674.65 100.0000% 2 19010 SHELBY CONTRACTING COMPANY, INC. $ 259,467.89 108.2583% 3 18031 ROGERS GROUP, INC. $ 275,381.75 114.8981% 4 01018 APAC-ALABAMA, INC. $ 275,837.31 115.0882% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20000630036 COUNTIES : LAWRENCE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 02035 |(2) 19010 |(3) 18031 |BURGREEN CONTRACTING CO., IN|SHELBY CONTRACTING COMPANY, |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 1337.000 TCIP| 9.50000 12701.50| 11.84000 15830.08| 13.00000 17381.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 405A000 1745.000 GAL | 1.00000 1745.00| 0.01000 17.45| 1.00000 1745.00 Tack Coat | | | 0030 429A201 4313.000 TON | 31.00000 133703.00| 32.98000 142242.74| 30.00000 129390.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429B210 1771.000 TON | 25.00000 44275.00| 27.72000 49092.12| 27.00000 47817.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 600A000 LUMP| 1850.00000 1850.00| 8553.00000 8553.00| 30814.00000 30814.00 Mobilization | | | 0060 630A000 479.000 LF | 20.00000 9580.00| 19.50000 9340.50| 19.50000 9340.50 Steel Beam Guardrail, Class A, Type 1 | | | 0070 630C070 16.000 EACH| 1425.00000 22800.00| 1400.00000 22400.00| 1400.00000 22400.00 Guardrail End Anchor, Type 10 Series | | | 0080 701A004 8.000 MILE| 325.00000 2600.00| 300.00000 2400.00| 300.00000 2400.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0090 701A035 3.000 MILE| 1175.00000 3525.00| 1100.00000 3300.00| 920.00000 2760.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 2.000 MILE| 615.00000 1230.00| 575.00000 1150.00| 1050.00000 2100.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 2.000 MILE| 350.00000 700.00| 340.00000 680.00| 400.00000 800.00 Broken Temporary Traffic Stripe | | | 0120 701C001 3.000 MILE| 390.00000 1170.00| 380.00000 1140.00| 400.00000 1200.00 Solid Temporary Traffic Stripe | | | 0130 703A002 180.000 SQFT| 2.85000 513.00| 2.90000 522.00| 2.00000 360.00 Traffic Control Markings, Class 2, Type | | | A | | | 0140 703D001 180.000 SQFT| 3.60000 648.00| 1.30000 234.00| 1.00000 180.00 Temporary Traffic Control Markings | | | 0150 705A032 104.000 EACH| 5.15000 535.60| 5.00000 520.00| 5.00000 520.00 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20000630036 COUNTIES : LAWRENCE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 02035 |(2) 19010 |(3) 18031 |BURGREEN CONTRACTING CO., IN|SHELBY CONTRACTING COMPANY, |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 705A037 357.000 EACH| 5.15000 1838.55| 5.00000 1785.00| 5.25000 1874.25 Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 260.000 SQFT| 1.00000 260.00| 1.00000 260.00| 15.00000 3900.00 Construction Signs | | | 0180 740E000 30.000 EACH| 0.00000 0.00| 0.00000 0.00| 5.00000 150.00 Cones (36 Inches High) | | | 0190 740M000 30.000 EACH| 0.00000 0.00| 0.00000 0.00| 5.00000 150.00 Weight For Cone | | | 0200 998A000 LUMP| 0.00000 0.00| 1.00000 1.00| 100.00000 100.00 Construction Fuel (Maximum Bid Limited | | | To $ $13000.00) | | | SECTION TOTALS | $ 239,674.65| $ 259,467.89| $ 275,381.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 239,674.65| $ 259,467.89| $ 275,381.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 036 -4 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20000630036 COUNTIES : LAWRENCE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 1337.000 TCIP| 15.38000 20563.06| | Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 405A000 1745.000 GAL | 1.37000 2390.65| | Tack Coat | | | 0030 429A201 4313.000 TON | 32.57000 140474.41| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429B210 1771.000 TON | 35.50000 62870.50| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 600A000 LUMP| 1310.42000 1310.42| | Mobilization | | | 0060 630A000 479.000 LF | 19.90000 9532.10| | Steel Beam Guardrail, Class A, Type 1 | | | 0070 630C070 16.000 EACH| 1428.57000 22857.12| | Guardrail End Anchor, Type 10 Series | | | 0080 701A004 8.000 MILE| 326.53000 2612.24| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0090 701A035 3.000 MILE| 1173.47000 3520.41| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 2.000 MILE| 612.25000 1224.50| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 2.000 MILE| 346.94000 693.88| | Broken Temporary Traffic Stripe | | | 0120 701C001 3.000 MILE| 387.76000 1163.28| | Solid Temporary Traffic Stripe | | | 0130 703A002 180.000 SQFT| 2.81000 505.80| | Traffic Control Markings, Class 2, Type | | | A | | | 0140 703D001 180.000 SQFT| 3.57000 642.60| | Temporary Traffic Control Markings | | | 0150 705A032 104.000 EACH| 5.10000 530.40| | Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 036 -5 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20000630036 COUNTIES : LAWRENCE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 705A037 357.000 EACH| 5.10000 1820.70| | Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 260.000 SQFT| 9.54000 2480.40| | Construction Signs | | | 0180 740E000 30.000 EACH| 13.13000 393.90| | Cones (36 Inches High) | | | 0190 740M000 30.000 EACH| 8.33000 249.90| | Weight For Cone | | | 0200 998A000 LUMP| 1.04000 1.04| | Construction Fuel (Maximum Bid Limited | | | To $ $13000.00) | | | SECTION TOTALS | $ 275,837.31| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 275,837.31| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20000630037 COUNTIES : RANDOLPH LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-5605(113 ) for constructing the Resurfacing and Traffic Stripe on C.R.#82 from Morrison Crossroads to the Little Tallapoosa River. Length 7.100 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 559,758.00 100.0000% 2 01018 APAC-ALABAMA, INC. $ 563,653.01 100.6958% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20000630037 COUNTIES : RANDOLPH LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 01018 | |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 5700.000 TCIP| 12.00000 68400.00| 13.66000 77862.00| Crushed Aggregate, Section 825, | | | Shoulder Material, For Miscellaneous Use| | | 0020 405A000 5010.000 GAL | 1.10000 5511.00| 0.00000 0.00| Tack Coat | | | 0030 429A200 4725.000 TON | 31.00000 146475.00| 31.23000 147561.75| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A206 300.000 TON | 37.05000 11115.00| 33.03000 9909.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429B201 8332.000 TON | 26.00000 216632.00| 26.04000 216965.28| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0060 429B205 500.000 TON | 60.00000 30000.00| 72.56000 36280.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429C211 785.000 TON | 27.50000 21587.50| 27.72000 21760.20| Improved Bituminous Concrete Base Layer,| | | Widening, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0080 600A000 LUMP| 10160.00000 10160.00| 1575.00000 1575.00| Mobilization | | | 0090 701A031 15.000 MILE| 940.00000 14100.00| 987.00000 14805.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 12.000 MILE| 1050.00000 12600.00| 1102.50000 13230.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 2.000 MILE| 600.00000 1200.00| 630.00000 1260.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C000 4.000 MILE| 340.00000 1360.00| 357.00000 1428.00| Broken Temporary Traffic Stripe | | | 0130 701C001 24.000 MILE| 380.00000 9120.00| 399.00000 9576.00| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20000630037 COUNTIES : RANDOLPH LETTING DATE : 06/30/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 01018 | |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 703A002 700.000 SQFT| 1.80000 1260.00| 1.89000 1323.00| Traffic Control Markings, Class 2, Type | | | A | | | 0150 705A032 188.000 EACH| 5.00000 940.00| 5.25000 987.00| Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 750.000 EACH| 5.25000 3937.50| 5.51000 4132.50| Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 286.000 SQFT| 10.00000 2860.00| 7.98000 2282.28| Construction Signs | | | 0180 740O000 1.000 EACH| 2500.00000 2500.00| 2716.00000 2716.00| Pilot Car | | | 0190 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 12500.00) | | | SECTION TOTALS | $ 559,758.00| $ 563,653.01| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 559,758.00| $ 563,653.01| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20000630038 COUNTIES : WILCOX LETTING DATE : 06/30/00 10:00 AM DISTRICT : 08 CONTRACT TIME : 200 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-6619(104) for constructing the Bridge Replacements and Approaches on S.R. #162 at Dixon Creek and Reliefs, northwest of Camden. Length - 0.591 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13053 MCINNIS CORPORATION $ 1,790,387.37 100.0000% 2 18046 REESE & HOWELL, INC. $ 1,843,129.87 102.9458% 3 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 2,021,578.17 112.9128% 4 12003 L & A CONTRACTING COMPANY $ 2,385,761.78 133.2539% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20000630038 COUNTIES : WILCOX LETTING DATE : 06/30/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 13053 |(2) 18046 |(3) 03001 |MCINNIS CORPORATION |REESE & HOWELL, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 49460.00000 49460.00| 60000.00000 60000.00| 125000.00000 125000.00 Clearing & Grubbing (Approximately 18 | | | Acres) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 25000.00000 25000.00 Removal Of Old Bridge Station 58+59.46 | | | 0030 206A001 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| 40000.00000 40000.00 Removal Of Old Bridge Station 61+59.18 | | | 0040 206A002 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 25000.00000 25000.00 Removal Of Old Bridge Station 69+72.40 | | | 0050 210A000 9037.000 CYIP| 3.25000 29370.25| 2.00000 18074.00| 2.60000 23496.20 Unclassified Excavation | | | 0060 210C000 6494.000 CYIP| 7.00000 45458.00| 3.50000 22729.00| 6.00000 38964.00 Muck Excavation | | | 0070 210D000 44035.000 CYIP| 4.50000 198157.50| 3.50000 154122.50| 3.35000 147517.25 Borrow Excavation | | | 0080 210D021 812.000 CYIP| 5.50000 4466.00| 12.00000 9744.00| 3.10000 2517.20 Borrow Excavation (Loose Truckbed | | | Measurement)(A4 or Better) | | | 0090 401A000 2045.000 SYCP| 0.50000 1022.50| 0.50000 1022.50| 0.50000 1022.50 Bituminous Treatment A | | | 0100 405A000 450.000 GAL | 2.50000 1125.00| 2.50000 1125.00| 2.50000 1125.00 Tack Coat | | | 0110 428B000 2630.000 LF | 0.20000 526.00| 0.20000 526.00| 0.20000 526.00 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0120 429A220 385.000 TON | 49.95000 19230.75| 49.95000 19230.75| 49.95000 19230.75 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0130 429B221 266.000 TON | 47.95000 12754.70| 47.95000 12754.70| 47.95000 12754.70 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0140 429B225 100.000 TON | 75.00000 7500.00| 75.00000 7500.00| 75.00000 7500.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0150 429B229 735.000 TON | 49.90000 36676.50| 49.90000 36676.50| 49.90000 36676.50 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20000630038 COUNTIES : WILCOX LETTING DATE : 06/30/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 13053 |(2) 18046 |(3) 03001 |MCINNIS CORPORATION |REESE & HOWELL, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 429C220 572.000 TON | 45.90000 26254.80| 45.90000 26254.80| 45.90000 26254.80 Improved Bituminous Concrete Base Layer,| | | 1" Maximum Aggregate Size Mix, ESAL | | | Range B | | | 0170 430B000 100.000 TNCP| 25.00000 2500.00| 23.00000 2300.00| 20.00000 2000.00 Aggregate Surfacing (AHD #467 Or #57) | | | 0180 450B000 214.000 SQYD| 70.00000 14980.00| 70.00000 14980.00| 75.00000 16050.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0190 502A000 18000.000 LB | 0.62000 11160.00| 0.62000 11160.00| 0.45000 8100.00 Steel Reinforcement | | | 0200 502B000 LUMP| 76700.00000 76700.00| 76700.00000 76700.00| 56000.00000 56000.00 Steel Reinforcement For Bridge | | | Superstructure Station 60+52.0, | | | Approximately 123,700 Pounds | | | 0210 502B001 LUMP| 44000.00000 44000.00| 44000.00000 44000.00| 32000.00000 32000.00 Steel Reinforcement For Bridge | | | Superstructure Station 69+10.0, | | | Approximately 70,900 Pounds | | | 0220 505A000 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 2500.00000 5000.00 Steel Test Piles (HP 10x42) | | | 0230 505A004 2.000 EACH| 2400.00000 4800.00| 2400.00000 4800.00| 3000.00000 6000.00 Steel Test Piles (HP 14x73) | | | 0240 505B055 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 1250.00000 2500.00 Static Loading Tests (HP 10x42) | | | 0250 505B059 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 1500.00000 3000.00 Static Loading Tests (HP 14x73) | | | 0260 505C000 2065.000 LF | 19.00000 39235.00| 19.00000 39235.00| 20.00000 41300.00 Steel Piling (HP 10x42) | | | 0270 505C004 4832.000 LF | 27.00000 130464.00| 27.00000 130464.00| 27.00000 130464.00 Steel Piling (HP 14x73) | | | 0280 505H000 1800.000 LF | 8.00000 14400.00| 8.00000 14400.00| 25.00000 45000.00 Pilot Holes | | | 0290 508A000 4330.000 LB | 2.00000 8660.00| 2.00000 8660.00| 2.50000 10825.00 Structural Steel | | | 0300 510A000 260.000 CUYD| 270.00000 70200.00| 270.00000 70200.00| 350.00000 91000.00 Bridge Substructure Concrete, Class A | | | 0310 510C051 LUMP| 172800.00000 172800.00| 172800.00000 172800.00| 163000.00000 163000.00 Bridge Concrete Superstructure, Station | | | 60+52.0, Approximately 467 Cubic Yards | | | 0320 510C052 LUMP| 97700.00000 97700.00| 97700.00000 97700.00| 92000.00000 92000.00 Bridge Concrete Superstructure, Station | | | 69+10.0, Approximately 264 Cubic Yards | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20000630038 COUNTIES : WILCOX LETTING DATE : 06/30/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 13053 |(2) 18046 |(3) 03001 |MCINNIS CORPORATION |REESE & HOWELL, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 510E000 2296.000 SQYD| 1.90000 4362.40| 1.90000 4362.40| 2.00000 4592.00 Grooving Concrete Bridge Decks | | | 0340 511A001 168.000 EACH| 84.00000 14112.00| 84.00000 14112.00| 60.00000 10080.00 Elastomeric Bearings, Type 2 | | | 0350 513B003 3372.000 LF | 51.00000 171972.00| 51.00000 171972.00| 50.00000 168600.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0360 600A000 LUMP| 52000.00000 52000.00| 125650.00000 125650.00| 200000.00000 200000.00 Mobilization | | | 0370 606A000 100.000 LF | 4.50000 450.00| 15.00000 1500.00| 8.00000 800.00 6" Underdrain Pipe | | | 0380 610C001 10009.000 TON | 19.75000 197677.75| 22.00000 220198.00| 24.00000 240216.00 Loose Riprap, Class 2 | | | 0390 610D003 6143.000 SQYD| 2.50000 15357.50| 3.00000 18429.00| 3.00000 18429.00 Filter Blanket, Geotextile | | | 0400 630A000 500.000 LF | 14.00000 7000.00| 14.00000 7000.00| 14.00000 7000.00 Steel Beam Guardrail, Class A, Type 1 | | | 0410 630C003 8.000 EACH| 975.00000 7800.00| 975.00000 7800.00| 950.00000 7600.00 Guardrail End Anchor, Type 13 | | | 0420 630C070 8.000 EACH| 1400.00000 11200.00| 1400.00000 11200.00| 1275.00000 10200.00 Guardrail End Anchor, Type 10 Series | | | 0430 650A000 1462.000 CYIP| 7.50000 10965.00| 3.00000 4386.00| 4.00000 5848.00 Topsoil | | | 0440 650B000 2709.000 CYIP| 5.00000 13545.00| 3.00000 8127.00| 2.95000 7991.55 Topsoil From Stockpiles | | | 0450 652A054 9.000 ACRE| 400.00000 3600.00| 600.00000 5400.00| 450.00000 4050.00 Seeding (Mix 2A) | | | 0460 652B053 9.000 ACRE| 400.00000 3600.00| 600.00000 5400.00| 600.00000 5400.00 Temporary Seeding (Mix 2AT) | | | 0470 652D054 9.000 ACRE| 350.00000 3150.00| 600.00000 5400.00| 400.00000 3600.00 Seeding In Stubble (Mix 2A) | | | 0480 656A000 18.000 ACRE| 400.00000 7200.00| 600.00000 10800.00| 400.00000 7200.00 Mulching, Class A, Type 1 | | | 0490 665B000 18.000 ACRE| 400.00000 7200.00| 600.00000 10800.00| 300.00000 5400.00 Temporary Mulching | | | 0500 665F000 550.000 EACH| 5.00000 2750.00| 5.00000 2750.00| 5.00000 2750.00 Hay Bales | | | 0510 665I000 200.000 TON | 22.75000 4550.00| 25.00000 5000.00| 30.00000 6000.00 Temporary Riprap, Class 2 | | | 0520 665J000 7720.000 LF | 2.50000 19300.00| 3.50000 27020.00| 2.50000 19300.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 038 -5 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20000630038 COUNTIES : WILCOX LETTING DATE : 06/30/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 13053 |(2) 18046 |(3) 03001 |MCINNIS CORPORATION |REESE & HOWELL, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 665K000 700.000 CUYD| 5.00000 3500.00| 5.00000 3500.00| 10.00000 7000.00 Drainage Sump Excavation | | | 0540 666A001 9.000 ACRE| 75.00000 675.00| 0.00000 0.00| 10.00000 90.00 Pest Control Treatment | | | 0550 680A000 LUMP| 7000.00000 7000.00| 18000.00000 18000.00| 12000.00000 12000.00 Engineering Controls | | | 0560 701A006 2.000 MILE| 500.00000 1000.00| 500.00000 1000.00| 500.00000 1000.00 Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0570 701A010 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0580 701A014 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0590 701C002 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 Broken Temporary Traffic Stripe (Paint) | | | 0600 701C003 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 Solid Temporary Traffic Stripe (Paint) | | | 0610 701G125 1148.000 LF | 3.23000 3708.04| 3.23000 3708.04| 3.23000 3708.04 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0620 701G133 1148.000 LF | 3.41000 3914.68| 3.41000 3914.68| 3.41000 3914.68 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0630 705A032 10.000 EACH| 10.00000 100.00| 10.00000 100.00| 10.00000 100.00 Pavement Markers, Class A-H, Type 1-B | | | 0640 705A037 50.000 EACH| 10.00000 500.00| 10.00000 500.00| 10.00000 500.00 Pavement Markers, Class A-H, Type 2-D | | | 0650 740B000 369.000 SQFT| 13.00000 4797.00| 18.00000 6642.00| 15.00000 5535.00 Construction Signs | | | 0660 740D000 25.000 EACH| 40.00000 1000.00| 100.00000 2500.00| 50.00000 1250.00 Channelizing Drums | | | 0670 740F002 12.000 EACH| 300.00000 3600.00| 400.00000 4800.00| 350.00000 4200.00 Barricades, Type III | | | 0680 740I005 8.000 EACH| 250.00000 2000.00| 600.00000 4800.00| 275.00000 2200.00 Warning Lights, Type B (Detachable Head)| | | 0690 998A000 LUMP| 12000.00000 12000.00| 0.00000 0.00| 5000.00000 5000.00 Construction Fuel (Maximum Bid Limited | | | To $ 54,000.00) | | | 0700 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 038 -6 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20000630038 COUNTIES : WILCOX LETTING DATE : 06/30/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 13053 |(2) 18046 |(3) 03001 |MCINNIS CORPORATION |REESE & HOWELL, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,790,387.37| $ 1,843,129.87| $ 2,021,578.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,790,387.37| $ 1,843,129.87| $ 2,021,578.17 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 038 -7 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20000630038 COUNTIES : WILCOX LETTING DATE : 06/30/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 12003 | | |L & A CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 118000.00000 118000.00| | Clearing & Grubbing (Approximately 18 | | | Acres) | | | 0020 206A000 LUMP| 10000.00000 10000.00| | Removal Of Old Bridge Station 58+59.46 | | | 0030 206A001 LUMP| 15000.00000 15000.00| | Removal Of Old Bridge Station 61+59.18 | | | 0040 206A002 LUMP| 10000.00000 10000.00| | Removal Of Old Bridge Station 69+72.40 | | | 0050 210A000 9037.000 CYIP| 3.41000 30816.17| | Unclassified Excavation | | | 0060 210C000 6494.000 CYIP| 7.35000 47730.90| | Muck Excavation | | | 0070 210D000 44035.000 CYIP| 4.73000 208285.55| | Borrow Excavation | | | 0080 210D021 812.000 CYIP| 5.78000 4693.36| | Borrow Excavation (Loose Truckbed | | | Measurement)(A4 or Better) | | | 0090 401A000 2045.000 SYCP| 0.53000 1083.85| | Bituminous Treatment A | | | 0100 405A000 450.000 GAL | 2.63000 1183.50| | Tack Coat | | | 0110 428B000 2630.000 LF | 0.21000 552.30| | Scoring Bituminous Pavement Surface By | | | Rolling | | | 0120 429A220 385.000 TON | 52.45000 20193.25| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0130 429B221 266.000 TON | 50.35000 13393.10| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0140 429B225 100.000 TON | 78.75000 7875.00| | Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0150 429B229 735.000 TON | 52.40000 38514.00| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 038 -8 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20000630038 COUNTIES : WILCOX LETTING DATE : 06/30/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 12003 | | |L & A CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 429C220 572.000 TON | 48.20000 27570.40| | Improved Bituminous Concrete Base Layer,| | | 1" Maximum Aggregate Size Mix, ESAL | | | Range B | | | 0170 430B000 100.000 TNCP| 26.25000 2625.00| | Aggregate Surfacing (AHD #467 Or #57) | | | 0180 450B000 214.000 SQYD| 193.68000 41447.52| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0190 502A000 18000.000 LB | 0.37000 6660.00| | Steel Reinforcement | | | 0200 502B000 LUMP| 48000.00000 48000.00| | Steel Reinforcement For Bridge | | | Superstructure Station 60+52.0, | | | Approximately 123,700 Pounds | | | 0210 502B001 LUMP| 28000.00000 28000.00| | Steel Reinforcement For Bridge | | | Superstructure Station 69+10.0, | | | Approximately 70,900 Pounds | | | 0220 505A000 2.000 EACH| 5207.40000 10414.80| | Steel Test Piles (HP 10x42) | | | 0230 505A004 2.000 EACH| 5427.40000 10854.80| | Steel Test Piles (HP 14x73) | | | 0240 505B055 2.000 EACH| 2200.00000 4400.00| | Static Loading Tests (HP 10x42) | | | 0250 505B059 2.000 EACH| 2200.00000 4400.00| | Static Loading Tests (HP 14x73) | | | 0260 505C000 2065.000 LF | 17.57000 36282.05| | Steel Piling (HP 10x42) | | | 0270 505C004 4832.000 LF | 27.28000 131816.96| | Steel Piling (HP 14x73) | | | 0280 505H000 1800.000 LF | 10.51000 18918.00| | Pilot Holes | | | 0290 508A000 4330.000 LB | 2.23000 9655.90| | Structural Steel | | | 0300 510A000 260.000 CUYD| 634.67000 165014.20| | Bridge Substructure Concrete, Class A | | | 0310 510C051 LUMP| 285000.00000 285000.00| | Bridge Concrete Superstructure, Station | | | 60+52.0, Approximately 467 Cubic Yards | | | 0320 510C052 LUMP| 177000.00000 177000.00| | Bridge Concrete Superstructure, Station | | | 69+10.0, Approximately 264 Cubic Yards | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 038 -9 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20000630038 COUNTIES : WILCOX LETTING DATE : 06/30/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 12003 | | |L & A CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 510E000 2296.000 SQYD| 1.84000 4224.64| | Grooving Concrete Bridge Decks | | | 0340 511A001 168.000 EACH| 34.51000 5797.68| | Elastomeric Bearings, Type 2 | | | 0350 513B003 3372.000 LF | 40.14000 135352.08| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0360 600A000 LUMP| 250000.00000 250000.00| | Mobilization | | | 0370 606A000 100.000 LF | 4.73000 473.00| | 6" Underdrain Pipe | | | 0380 610C001 10009.000 TON | 21.79000 218096.11| | Loose Riprap, Class 2 | | | 0390 610D003 6143.000 SQYD| 2.63000 16156.09| | Filter Blanket, Geotextile | | | 0400 630A000 500.000 LF | 14.70000 7350.00| | Steel Beam Guardrail, Class A, Type 1 | | | 0410 630C003 8.000 EACH| 997.50000 7980.00| | Guardrail End Anchor, Type 13 | | | 0420 630C070 8.000 EACH| 1338.75000 10710.00| | Guardrail End Anchor, Type 10 Series | | | 0430 650A000 1462.000 CYIP| 7.88000 11520.56| | Topsoil | | | 0440 650B000 2709.000 CYIP| 5.25000 14222.25| | Topsoil From Stockpiles | | | 0450 652A054 9.000 ACRE| 420.00000 3780.00| | Seeding (Mix 2A) | | | 0460 652B053 9.000 ACRE| 420.00000 3780.00| | Temporary Seeding (Mix 2AT) | | | 0470 652D054 9.000 ACRE| 367.50000 3307.50| | Seeding In Stubble (Mix 2A) | | | 0480 656A000 18.000 ACRE| 420.00000 7560.00| | Mulching, Class A, Type 1 | | | 0490 665B000 18.000 ACRE| 420.00000 7560.00| | Temporary Mulching | | | 0500 665F000 550.000 EACH| 5.25000 2887.50| | Hay Bales | | | 0510 665I000 200.000 TON | 24.94000 4988.00| | Temporary Riprap, Class 2 | | | 0520 665J000 7720.000 LF | 2.63000 20303.60| | Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 038 -10 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20000630038 COUNTIES : WILCOX LETTING DATE : 06/30/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 12003 | | |L & A CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 665K000 700.000 CUYD| 5.25000 3675.00| | Drainage Sump Excavation | | | 0540 666A001 9.000 ACRE| 78.75000 708.75| | Pest Control Treatment | | | 0550 680A000 LUMP| 75000.00000 75000.00| | Engineering Controls | | | 0560 701A006 2.000 MILE| 525.00000 1050.00| | Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0570 701A010 1.000 MILE| 525.00000 525.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0580 701A014 1.000 MILE| 525.00000 525.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0590 701C002 1.000 MILE| 525.00000 525.00| | Broken Temporary Traffic Stripe (Paint) | | | 0600 701C003 1.000 MILE| 525.00000 525.00| | Solid Temporary Traffic Stripe (Paint) | | | 0610 701G125 1148.000 LF | 3.39000 3891.72| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0620 701G133 1148.000 LF | 3.58000 4109.84| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0630 705A032 10.000 EACH| 10.50000 105.00| | Pavement Markers, Class A-H, Type 1-B | | | 0640 705A037 50.000 EACH| 10.50000 525.00| | Pavement Markers, Class A-H, Type 2-D | | | 0650 740B000 369.000 SQFT| 13.65000 5036.85| | Construction Signs | | | 0660 740D000 25.000 EACH| 42.00000 1050.00| | Channelizing Drums | | | 0670 740F002 12.000 EACH| 315.00000 3780.00| | Barricades, Type III | | | 0680 740I005 8.000 EACH| 262.50000 2100.00| | Warning Lights, Type B (Detachable Head)| | | 0690 998A000 LUMP| 10000.00000 10000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 54,000.00) | | | 0700 999 000 1500.000 HOUR| 0.80000 1200.00| | Trainee Hours At 80 Cents Per Hour | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 038 -11 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20000630038 COUNTIES : WILCOX LETTING DATE : 06/30/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 12003 | | |L & A CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,385,761.78| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,385,761.78| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 CONTRACT TIME : 180 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : STPMB-7510(8) for constructing the Grade, Drain, Pave, Signing, and Signals for the Extension of University Boulevard from Cottage Hill Road to Burma Road in Mobile. Length - 1.401 km. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 3,327,755.23 100.0000% 2 19058 S J & L, INC. $ 3,411,630.47 102.5204% 3 23011 HOSEA O. WEAVER & SONS, INC. $ 3,519,832.87 105.7719% 4 04051 MARK DAVIS CONSTRUCTION, INC. $ 3,546,176.52 106.5636% 5 08072 GEORGE B. HARDEE CONSTRUCTION CO., INC. $ 3,590,231.21 107.8874% 6 20044 FRANK TURNER CONSTRUCTION CO., INC. $ 3,654,115.87 109.8072% 7 23029 J. S. WALTON & COMPANY, INC. $ 3,680,250.21 110.5925% 8 01039 JAMES H. ADAMS & SON CONSTRUCTION CO., INC. $ 3,827,972.40 115.0316% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23056 |(2) 19058 |(3) 23011 |JOHN G. WALTON CONSTRUCTION |S J & L, 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 ROADWAY | | | 0010 201A000 LUMP| 96955.00000 96955.00| 101838.43000 101838.43| 109587.00000 109587.00 Clearing & Grubbing (Approximately 9 | | | Hectares) | | | 0020 205A001 1.000 EACH| 6750.00000 6750.00| 7802.43000 7802.43| 5444.75000 5444.75 Removal Of Structures, Structure No. 1 | | | 0030 206C000 224.000 M2 | 5.68000 1272.32| 2.07000 463.68| 4.86000 1088.64 Removing Concrete Sidewalk | | | 0040 206C002 190.000 M2 | 5.70000 1083.00| 3.59000 682.10| 5.04000 957.60 Removing Concrete Slope Paving | | | 0050 206C010 301.000 M2 | 5.99000 1802.99| 6.82000 2052.82| 5.24000 1577.24 Removing Concrete Driveway | | | 0060 206C022 36.000 M2 | 6.68000 240.48| 4.70000 169.20| 5.26000 189.36 Removing Concrete Slab | | | 0070 206D000 395.000 M | 9.96000 3934.20| 5.17000 2042.15| 28.23000 11150.85 Removing Pipe | | | 0080 206D002 38.000 M | 8.23000 312.74| 8.04000 305.52| 9.12000 346.56 Removing Curb | | | 0090 206D003 710.000 M | 8.12000 5765.20| 7.29000 5175.90| 9.14000 6489.40 Removing Curb And Gutter | | | 0100 206E000 23.000 EACH| 42.73000 982.79| 66.26000 1523.98| 93.01000 2139.23 Removing Headwalls | | | 0110 206E001 7.000 EACH| 126.06000 882.42| 84.45000 591.15| 185.96000 1301.72 Removing Inlets | | | 0120 206E002 1.000 EACH| 122.87000 122.87| 86.93000 86.93| 185.98000 185.98 Removing Junction Boxes | | | 0130 210A000 59962.000 M3 | 2.49000 149305.38| 3.94000 236250.28| 3.35000 200872.70 Unclassified Excavation | | | 0140 210D012 1000.000 M3 | 6.59000 6590.00| 8.47000 8470.00| 9.26000 9260.00 Borrow Excavation (A2-4(0) OR A-4(0)) | | | 0150 214A000 8757.000 M3 | 0.82000 7180.74| 2.50000 21892.50| 6.30000 55169.10 Structure Excavation | | | 0160 214B000 8425.000 M3 | 7.17000 60407.25| 5.33000 44905.25| 8.08000 68074.00 Foundation Backfill, Local | | | 0170 214B001 23.000 M3 | 62.45000 1436.35| 42.02000 966.46| 54.02000 1242.46 Foundation Backfill, Commercial | | | 0180 230A000 24.000 RBST| 452.29000 10854.96| 692.99000 16631.76| 775.73000 18617.52 Roadbed Processing | | | 0190 301A012 68750.000 M2 | 7.92000 544500.00| 8.24000 566500.00| 8.20000 563750.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23056 |(2) 19058 |(3) 23011 |JOHN G. WALTON CONSTRUCTION |S J & L, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 401A000 35171.000 M2 | 0.43000 15123.53| 0.39000 13716.69| 0.50000 17585.50 Bituminous Treatment A | | | 0210 405A000 8083.000 L | 0.22000 1778.26| 0.20000 1616.60| 0.31000 2505.73 Tack Coat | | | 0220 408A051 1330.000 M2 | 4.60000 6118.00| 4.03000 5359.90| 3.70000 4921.00 Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0230 410B000 1.000 EACH| 2707.50000 2707.50| 2540.39000 2540.39| 2500.00000 2500.00 State Furnished Profilograph | | | 0240 429A241 2875.000 MTON| 49.11000 141191.25| 42.92000 123395.00| 45.75000 131531.25 Improved Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0250 429A244 50.000 MTON| 86.64000 4332.00| 92.38000 4619.00| 80.00000 4000.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | 0260 429A247 200.000 MTON| 53.18000 10636.00| 46.45000 9290.00| 60.00000 12000.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | 0270 429B241 7501.000 MTON| 42.78000 320892.78| 37.39000 280462.39| 40.80000 306040.80 Improved Bituminous Concrete Binder | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0280 429B252 18.000 MTON| 108.30000 1949.40| 92.38000 1662.84| 100.00000 1800.00 Improved Bituminous Concrete Binder | | | Layer, Widening, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0290 430B040 500.000 MTON| 28.42000 14210.00| 29.17000 14585.00| 27.21000 13605.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0300 533A098 1518.000 M | 65.95000 100112.10| 76.60000 116278.80| 68.64000 104195.52 450 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0310 533A099 517.000 M | 95.03000 49130.51| 105.00000 54285.00| 98.14000 50738.38 600 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0320 533A100 428.000 M | 126.28000 54047.84| 134.68000 57643.04| 130.43000 55824.04 750 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0330 533A101 140.000 M | 192.87000 27001.80| 198.30000 27762.00| 194.16000 27182.40 900 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0340 533A102 88.000 M | 240.02000 21121.76| 252.46000 22216.48| 242.31000 21323.28 1050 mm Storm Sewer Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -4 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23056 |(2) 19058 |(3) 23011 |JOHN G. WALTON CONSTRUCTION |S J & L, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 533A103 167.000 M | 297.43000 49670.81| 301.43000 50338.81| 299.51000 50018.17 1200 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0360 533B096 60.000 M | 111.61000 6696.60| 123.03000 7381.80| 108.16000 6489.60 680 mm Span, 500 mm Rise Storm Sewer | | | Pipe (Class 3 R.C.) | | | 0370 533B108 251.000 M | 381.22000 95686.22| 394.28000 98964.28| 373.23000 93680.73 1550 mm Span, 1200 mm Rise Storm Sewer | | | Pipe (Class 3 R.C.) | | | 0380 535A001 50.000 M | 75.78000 3789.00| 84.04000 4202.00| 46.03000 2301.50 450 mm Side Drain Pipe | | | 0390 600A000 LUMP| 102030.00000 102030.00| 62775.00000 62775.00| 150903.78000 150903.78 Mobilization | | | 0400 602A000 44.000 EACH| 70.01000 3080.44| 54.30000 2389.20| 177.93000 7828.92 Right Of Way Markers | | | 0410 606A012 280.000 M | 28.50000 7980.00| 23.25000 6510.00| 19.97000 5591.60 150 mm Underdrain Pipe, Type 8 | | | 0420 610C000 400.000 MTON| 36.30000 14520.00| 34.97000 13988.00| 47.42000 18968.00 Loose Riprap, Class 1 | | | 0430 610D003 619.000 M2 | 1.74000 1077.06| 1.26000 779.94| 4.33000 2680.27 Filter Blanket, Geotextile | | | 0440 614A000 89.000 M3 | 368.22000 32771.58| 392.61000 34942.29| 300.51000 26745.39 Slope Paving | | | 0450 614B000 30.000 M3 | 411.54000 12346.20| 438.79000 13163.70| 338.75000 10162.50 Reinforced Slope Paving | | | 0460 618A000 2780.000 M2 | 25.99000 72252.20| 27.71000 77033.80| 26.13000 72641.40 Concrete Sidewalk, 100 mm Thick | | | 0470 618A001 90.000 M2 | 38.99000 3509.10| 41.57000 3741.30| 33.33000 2999.70 Concrete Sidewalk, 150 mm Thick | | | 0480 619A101 15.000 EACH| 361.72000 5425.80| 460.73000 6910.95| 344.32000 5164.80 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0490 619A102 2.000 EACH| 459.19000 918.38| 623.55000 1247.10| 437.10000 874.20 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0500 620A000 1.000 M3 | 1501.56000 1501.56| 907.61000 907.61| 1429.32000 1429.32 Minor Structure Concrete | | | 0510 621C008 11.000 EACH| 4017.93000 44197.23| 5196.25000 57158.75| 3824.64000 42071.04 Inlets, Type E | | | 0520 621C015 33.000 EACH| 2057.70000 67904.10| 2078.50000 68590.50| 1958.71000 64637.43 Inlets, Type S1 Or S3 (1 Wing) | | | 0530 621C016 1.000 EACH| 2409.68000 2409.68| 2598.13000 2598.13| 2293.75000 2293.75 Inlets, Type S2 Or S4 (1 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -5 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23056 |(2) 19058 |(3) 23011 |JOHN G. WALTON CONSTRUCTION |S J & L, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 621C017 4.000 EACH| 2328.45000 9313.80| 2482.65000 9930.60| 2216.44000 8865.76 Inlets, Type S1 Or S3 (2 Wing) | | | 0550 621C109 37.000 EACH| 3957.28000 146419.36| 5311.72000 196533.64| 3766.91000 139375.67 Inlets, Type PD | | | 0560 621C110 6.000 EACH| 6476.34000 38858.04| 6812.86000 40877.16| 6164.78000 36988.68 Inlets, Type PD-6 | | | 0570 621C150 3.000 EACH| 1949.40000 5848.20| 2424.92000 7274.76| 1855.62000 5566.86 Inlets, Type Median, Type I | | | 0580 621C151 1.000 EACH| 4007.10000 4007.10| 4734.36000 4734.36| 3814.33000 3814.33 Inlets, Type Median, Type II | | | 0590 621D008 15.000 EACH| 344.39000 5165.85| 519.63000 7794.45| 327.83000 4917.45 Inlet Units, Type E | | | 0600 621D015 39.000 EACH| 287.00000 11193.00| 433.02000 16887.78| 273.19000 10654.41 Inlet Units, Type S1 Or S3 | | | 0610 621D016 1.000 EACH| 344.39000 344.39| 490.75000 490.75| 327.83000 327.83 Inlet Units, Type S2 Or S4 | | | 0620 621D109 21.000 EACH| 324.90000 6822.90| 461.89000 9699.69| 309.27000 6494.67 Inlet Units, Type PD | | | 0630 621D110 3.000 EACH| 379.05000 1137.15| 508.08000 1524.24| 360.82000 1082.46 Inlet Units, Type PD-6 | | | 0640 621E004 4.000 EACH| 2003.55000 8014.20| 2540.39000 10161.56| 1907.17000 7628.68 Manholes, Type L Or M (Storm) | | | 0650 621E025 5.000 EACH| 2166.00000 10830.00| 2309.44000 11547.20| 2061.80000 10309.00 Manholes, Type Special (Sanitary - | | | 1219.2 Millimeter Diameter) | | | 0660 621F005 5.000 EACH| 287.00000 1435.00| 404.15000 2020.75| 273.19000 1365.95 Manhole Units, Type L Or M (Storm) | | | 0670 621F025 8.000 EACH| 568.58000 4548.64| 606.23000 4849.84| 541.22000 4329.76 Manhole Units, Type Special (Sanitary - | | | 1219.2 Millimeter Diameter) | | | 0680 621J000 2.000 EACH| 1299.60000 2599.20| 259.82000 519.64| 1237.08000 2474.16 Connection To Existing Manhole | | | 0690 621M000 2.000 EACH| 1575.77000 3151.54| 143.36000 286.72| 1541.20000 3082.40 Remove Existing Manhole | | | 0700 622A002 12.000 EACH| 460.28000 5523.36| 375.28000 4503.36| 438.13000 5257.56 Manhole Covers Reset (Sanitary) | | | 0710 623A000 260.000 M | 56.86000 14783.60| 51.96000 13509.60| 54.12000 14071.20 Concrete Gutter | | | 0720 623B000 137.000 M | 30.14000 4129.18| 26.56000 3638.72| 28.69000 3930.53 Concrete Curb, Type N | | | 0730 623B001 46.000 M | 142.96000 6576.16| 131.64000 6055.44| 136.08000 6259.68 Concrete Curb, Type N Special | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -6 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23056 |(2) 19058 |(3) 23011 |JOHN G. WALTON CONSTRUCTION |S J & L, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 623C000 3671.000 M | 29.19000 107156.49| 31.75000 116554.25| 27.78000 101980.38 Combination Curb & Gutter, Type C | | | 0750 623C003 322.000 M | 28.24000 9093.28| 40.42000 13015.24| 26.89000 8658.58 Combination Curb & Gutter, Type C | | | (Modified) | | | 0760 637A001 112.000 M | 9.79000 1096.48| 15.83000 1772.96| 13.53000 1515.36 Fence Reset (Includes All Types) | | | 0770 641A002 22.000 M | 113.44000 2495.68| 37.10000 816.20| 107.99000 2375.78 25.4 Millimeter Copper Water Pipe Laid | | | (Type K) | | | 0780 641A035 418.000 M | 56.86000 23767.48| 40.03000 16732.54| 54.12000 22622.16 152.4 Millimeter D.I. Water Main Laid | | | 0790 641A037 175.000 M | 88.96000 15568.00| 63.39000 11093.25| 84.68000 14819.00 254 Millimeter D.I. Water Main Laid | | | 0800 641A080 59.000 M | 74.19000 4377.21| 55.95000 3301.05| 70.62000 4166.58 152.4 Millimeter D.I. Water Main Laid | | | (Restrained Joint) | | | 0810 641A082 49.000 M | 111.17000 5447.33| 87.12000 4268.88| 105.82000 5185.18 254 Millimeter D.I. Water Main Laid | | | (Restrained Joint) | | | 0820 641C000 3.000 EACH| 489.52000 1468.56| 493.94000 1481.82| 463.91000 1391.73 152.4 Millimeter Gate Valves With Box | | | 0830 641C011 3.000 EACH| 1055.93000 3167.79| 935.72000 2807.16| 1005.13000 3015.39 254 Millimeter Gate Valves With Box | | | 0840 641D003 4109.000 KG | 7.53000 30940.77| 6.87000 28228.83| 10.26000 42158.34 Ductile Iron Water Main Fitting | | | 0850 641D004 2.000 EACH| 362.81000 725.62| 228.22000 456.44| 345.35000 690.70 152.4 Millimeter X 152.4 Millimeter D.I.| | | Anchor Tee | | | 0860 641E001 72.000 EACH| 35.20000 2534.40| 30.11000 2167.92| 33.50000 2412.00 152.4 Millimeter D.I. Retainer Gland | | | 0870 641E002 1.000 EACH| 66.60000 66.60| 92.04000 92.04| 63.40000 63.40 304.8 Millimeter D.I. Retainer Gland | | | 0880 641E004 87.000 EACH| 50.36000 4381.32| 62.05000 5398.35| 47.94000 4170.78 254 Millimeter D.I. Retainer Gland | | | 0890 641F005 3.000 EACH| 3194.85000 9584.55| 4403.40000 13210.20| 3041.16000 9123.48 152.4 Millimeter X 152.4 Millimeter | | | Tapping Valve & Sleeve | | | 0900 641F012 3.000 EACH| 4440.30000 13320.90| 4487.40000 13462.20| 4226.69000 12680.07 254 Millimeter x 254 Millimeter Tapping | | | Valve And Sleeve | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -7 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23056 |(2) 19058 |(3) 23011 |JOHN G. WALTON CONSTRUCTION |S J & L, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0910 641F029 7.000 EACH| 351.98000 2463.86| 288.68000 2020.76| 335.04000 2345.28 25.4 Millimeter Service Tap | | | 0920 641G001 12.000 M3 | 1570.35000 18844.20| 292.14000 3505.68| 1494.81000 17937.72 Concrete For Water Mains (Thrust Blocks)| | | 0930 642A000 2.000 EACH| 703.95000 1407.90| 514.52000 1029.04| 670.09000 1340.18 Fire Hydrant Reset | | | 0940 643A000 17.000 EACH| 324.90000 5523.30| 184.76000 3140.92| 309.27000 5257.59 Water Meters Reset | | | 0950 643B000 5.000 EACH| 265.34000 1326.70| 150.11000 750.55| 252.57000 1262.85 Valve Boxes Reset | | | 0960 643B006 7.000 EACH| 416.96000 2918.72| 115.47000 808.29| 396.90000 2778.30 Remove Valve,Box And Cover | | | 0970 645A047 193.000 M | 89.08000 17192.44| 78.24000 15100.32| 84.79000 16364.47 203.2 Millimeter D.I. Sanitary Sewer | | | Pipe | | | 0980 649A007 16.000 M | 267.22000 4275.52| 173.22000 2771.52| 254.36000 4069.76 304.8 Millimeter Encasement Pipe, Type | | | 1 Installation | | | 0990 649A023 39.000 M | 687.71000 26820.69| 392.33000 15300.87| 654.62000 25530.18 304.8 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1000 649A046 43.000 M | 336.98000 14490.14| 379.69000 16326.67| 321.14000 13809.02 508 Millimeter Encasement Pipe, Type 1 | | | Installation | | | 1010 650A000 1000.000 M3 | 12.42000 12420.00| 2.89000 2890.00| 5.94000 5940.00 Topsoil | | | 1020 650B000 5400.000 M3 | 4.74000 25596.00| 7.02000 37908.00| 5.94000 32076.00 Topsoil From Stockpiles | | | 1030 652A061 6.000 HA | 2268.98000 13613.88| 1385.67000 8314.02| 1237.08000 7422.48 Seeding (Mix 3E) | | | 1040 652C000 6.000 HA | 532.94000 3197.64| 103.93000 623.58| 113.40000 680.40 Mowing | | | 1050 654A003 12325.000 M2 | 3.91000 48190.75| 4.62000 56941.50| 3.09000 38084.25 Solid Sodding (Centipede) | | | 1060 656A000 5.000 HA | 1941.69000 9708.45| 1385.67000 6928.35| 1237.08000 6185.40 Mulching, Class A, Type 1 | | | 1070 656A001 1.000 HA | 2645.74000 2645.74| 1732.08000 1732.08| 1237.08000 1237.08 Mulching, Class A, Type 2 | | | 1080 659A000 12000.000 M2 | 1.22000 14640.00| 1.08000 12960.00| 3.09000 37080.00 Erosion Control Netting, Class A | | | 1090 659A001 18500.000 M2 | 1.22000 22570.00| 1.83000 33855.00| 3.09000 57165.00 Erosion Control Netting, Class B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -8 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23056 |(2) 19058 |(3) 23011 |JOHN G. WALTON CONSTRUCTION |S J & L, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 665A000 3.000 HA | 2268.98000 6806.94| 923.78000 2771.34| 254.63000 763.89 Temporary Seeding | | | 1110 665B000 3.000 HA | 1942.34000 5827.02| 1385.67000 4157.01| 318.29000 954.87 Temporary Mulching | | | 1120 665D000 450.000 M | 3.23000 1453.50| 6.79000 3055.50| 12.43000 5593.50 Temporary Wire Fence (Including Posts) | | | 1130 665E000 450.000 M2 | 1.18000 531.00| 0.97000 436.50| 0.84000 378.00 Polyethylene | | | 1140 665F000 2880.000 EACH| 6.54000 18835.20| 4.30000 12384.00| 6.05000 17424.00 Hay Bales | | | 1150 665G000 1500.000 EACH| 3.13000 4695.00| 1.65000 2475.00| 3.26000 4890.00 Sand Bags | | | 1160 665I000 410.000 MTON| 36.15000 14821.50| 33.22000 13620.20| 24.56000 10069.60 Temporary Riprap, Class 2 | | | 1170 665J000 2640.000 M | 7.62000 20116.80| 5.45000 14388.00| 11.31000 29858.40 Silt Fence, Type A | | | 1180 665K000 345.000 M3 | 15.95000 5502.75| 2.83000 976.35| 7.37000 2542.65 Drainage Sump Excavation | | | 1190 666A001 6.000 HA | 432.91000 2597.46| 211.70000 1270.20| 77.32000 463.92 Pest Control Treatment | | | 1200 680A000 LUMP| 30530.00000 30530.00| 28868.05000 28868.05| 33537.36000 33537.36 Engineering Controls | | | 1210 701A028 5.000 KM | 888.33000 4441.65| 814.08000 4070.40| 845.60000 4228.00 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 1220 701A041 3.000 KM | 662.90000 1988.70| 542.72000 1628.16| 631.01000 1893.03 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1230 701A046 2.000 KM | 662.87000 1325.74| 651.27000 1302.54| 630.99000 1261.98 Broken Yellow, Class 2 ,Type A , | | | Traffic Stripe (2.3 mm Thick)(150 mm | | | Wide) | | | 1240 701A048 5.000 KM | 1127.24000 5636.20| 868.35000 4341.75| 1073.01000 5365.05 Solid Yellow, Class 2, Type A, Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1250 701B006 156.000 M | 1.78000 277.68| 1.69000 263.64| 1.69000 263.64 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 1260 701C000 4.000 KM | 151.42000 605.68| 162.82000 651.28| 144.13000 576.52 Broken Temporary Traffic Stripe | | | 1270 701C001 8.000 KM | 218.72000 1749.76| 217.09000 1736.72| 208.20000 1665.60 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -9 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23056 |(2) 19058 |(3) 23011 |JOHN G. WALTON CONSTRUCTION |S J & L, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1280 701D007 1.000 KM | 891.69000 891.69| 759.81000 759.81| 848.79000 848.79 Solid Traffic Stripe Removed (Paint) | | | 1290 701D014 1.000 KM | 656.12000 656.12| 597.00000 597.00| 624.59000 624.59 Broken Traffic Stripe Removed (Paint) | | | 1300 703A002 616.000 M2 | 16.32000 10053.12| 20.08000 12369.28| 15.54000 9572.64 Traffic Control Markings, Class 2, Type | | | A | | | 1310 703B002 36.000 M2 | 24.48000 881.28| 21.71000 781.56| 23.30000 838.80 Traffic Control Legends, Class 2, Type A| | | 1320 703C000 72.000 M2 | 23.32000 1679.04| 8.68000 624.96| 22.20000 1598.40 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1330 703D001 187.000 M2 | 10.51000 1965.37| 1.63000 304.81| 10.00000 1870.00 Temporary Traffic Control Markings | | | 1340 705A011 309.000 EACH| 4.28000 1322.52| 2.71000 837.39| 4.07000 1257.63 Pavement Markers, Class C, Type 1-A | | | 1350 705A012 154.000 EACH| 4.28000 659.12| 2.71000 417.34| 4.07000 626.78 Pavement Markers, Class C, Type 1-B | | | 1360 705A030 12.000 EACH| 4.28000 51.36| 6.51000 78.12| 4.07000 48.84 Pavement Markers, Class A-H, Type 2-C | | | 1370 705A031 150.000 EACH| 4.28000 642.00| 6.51000 976.50| 4.07000 610.50 Pavement Markers, Class A-H, Type 1-A | | | 1380 705A032 754.000 EACH| 4.28000 3227.12| 5.70000 4297.80| 4.07000 3068.78 Pavement Markers, Class A-H, Type 1-B | | | 1390 705A037 234.000 EACH| 4.28000 1001.52| 5.70000 1333.80| 4.07000 952.38 Pavement Markers, Class A-H, Type 2-D | | | 1400 707B003 1.000 EACH| 162.45000 162.45| 173.21000 173.21| 154.64000 154.64 Type A Hazard Marker Installation | | | 1410 710A091 14.000 M2 | 253.81000 3553.34| 225.17000 3152.38| 225.93000 3163.02 Class 4, Aluminum Flat Sign Panels | | | 2.032 mm Thickness (Type III or IV | | | Background) | | | 1420 710B001 84.000 M | 28.80000 2419.20| 21.94000 1842.96| 28.68000 2409.12 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1430 730A000 LUMP| 2166.00000 2166.00| 2309.44000 2309.44| 2061.80000 2061.80 Removal Of Existing Traffic Control | | | Unit (Demetropolis Rd. @ Burma Rd.) | | | 1440 730A012 LUMP| 2707.50000 2707.50| 2886.81000 2886.81| 2577.25000 2577.25 Removal Of Existing Traffic Control | | | Unit (Partial) (University Blvd. @ | | | Cottage Hill Rd.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -10 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23056 |(2) 19058 |(3) 23011 |JOHN G. WALTON CONSTRUCTION |S J & L, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1450 730C000 LUMP| 4332.00000 4332.00| 4618.89000 4618.89| 4123.60000 4123.60 Furnishing And Installing Traffic | | | Control Unit (University Blvd. @ | | | Demetropolis Rd.) | | | 1460 730C016 LUMP| 8122.50000 8122.50| 8660.42000 8660.42| 7731.75000 7731.75 Furnishing And Installing Traffic | | | Control Unit (Partial) (University Blvd.| | | @ Cottage Hill Rd.) | | | 1470 730E000 5.000 EACH| 2111.85000 10559.25| 2251.71000 11258.55| 2010.26000 10051.30 Metal Traffic Signal Pole Foundation | | | 1480 730G001 5.000 EACH| 5252.55000 26262.75| 5600.40000 28002.00| 4999.87000 24999.35 Metal Traffic Signal Strain Pole | | | 1490 730H000 2050.000 M | 12.45000 25522.50| 13.28000 27224.00| 11.86000 24313.00 Loop Detector | | | 1500 730I000 1090.000 M | 4.60000 5014.00| 4.91000 5351.90| 4.38000 4774.20 Shielded Loop Detector Home-Run Cable | | | 1510 730J000 24.000 EACH| 190.61000 4574.64| 203.23000 4877.52| 181.44000 4354.56 Loop Detector Amplifier | | | 1520 730K000 15.000 EACH| 460.28000 6904.20| 490.76000 7361.40| 438.13000 6571.95 Traffic Signal Junction Box | | | 1530 730L012 17.000 M | 4.60000 78.20| 4.91000 83.47| 4.38000 74.46 Non-Metallic Conduit, 27 mm | | | 1540 730L015 120.000 M | 7.58000 909.60| 8.08000 969.60| 7.22000 866.40 Non-Metallic Conduit, 53 mm | | | 1550 730L031 12.000 M | 10.29000 123.48| 10.97000 131.64| 9.79000 117.48 Metallic Conduit, 21 mm | | | 1560 730L032 20.000 M | 11.91000 238.20| 12.70000 254.00| 11.34000 226.80 Metallic Conduit, 27 mm | | | 1570 730N001 4.000 EACH| 703.95000 2815.80| 750.57000 3002.28| 670.09000 2680.36 Luminaire Extension Assembly, 3.7 M | | | 1580 730P001 16.000 EACH| 460.28000 7364.48| 490.76000 7852.16| 438.13000 7010.08 Vehicular Signal Head, 300 mm 3 Section | | | 1590 730P002 2.000 EACH| 758.10000 1516.20| 808.31000 1616.62| 721.63000 1443.26 Vehicular Signal Head, 300 mm 5 Section | | | 1600 730Q000 4.000 EACH| 460.28000 1841.12| 490.76000 1963.04| 438.13000 1752.52 Pedestrian Signal Head, Type "D" | | | 1610 730R003 1.000 EACH| 10288.50000 10288.50| 10969.86000 10969.86| 9793.55000 9793.55 Traffic Controller, Type III, 8 Phase | | | 1620 740B000 126.000 M2 | 144.62000 18222.12| 130.41000 16431.66| 121.50000 15309.00 Construction Signs | | | 1630 740D000 150.000 EACH| 42.91000 6436.50| 40.01000 6001.50| 45.42000 6813.00 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -11 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23056 |(2) 19058 |(3) 23011 |JOHN G. WALTON CONSTRUCTION |S J & L, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1640 740E000 150.000 EACH| 12.03000 1804.50| 12.32000 1848.00| 11.79000 1768.50 Cones (900 mm High) | | | 1650 740F002 70.000 EACH| 201.53000 14107.10| 212.18000 14852.60| 324.39000 22707.30 Barricades, Type III | | | 1660 740I005 30.000 EACH| 127.09000 3812.70| 532.45000 15973.50| 460.02000 13800.60 Warning Lights, Type B (Detachable Head)| | | 1670 740L003 250.000 EACH| 57.55000 14387.50| 17.69000 4422.50| 49.37000 12342.50 Vertical Panel, Type I (Single-Sided) | | | 1680 740M000 150.000 EACH| 7.80000 1170.00| 5.03000 754.50| 7.08000 1062.00 Ballast For Cone | | | 1690 741C010 2.000 EACH| 6566.00000 13132.00| 1636.24000 3272.48| 3273.88000 6547.76 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1700 756A022 20.000 M | 92.06000 1841.20| 98.15000 1963.00| 87.63000 1752.60 103 mm Electrical Conduit, 1 Line, Type | | | 5 Installation | | | 1710 998A000 LUMP| 596.42000 596.42| 10000.00000 10000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 149,000.00) | | | 1720 999 000 2200.000 HOUR| 0.80000 1760.00| 0.80000 1760.00| 0.80000 1760.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,327,755.23| $ 3,411,630.47| $ 3,519,832.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,327,755.23| $ 3,411,630.47| $ 3,519,832.87 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -12 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 04051 |(5) 08072 |(6) 20044 |MARK DAVIS CONSTRUCTION, INC|GEORGE B. HARDEE CONSTRUCTIO|FRANK TURNER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 201A000 LUMP| 125000.00000 125000.00| 150000.00000 150000.00| 176000.00000 176000.00 Clearing & Grubbing (Approximately 9 | | | Hectares) | | | 0020 205A001 1.000 EACH| 4500.00000 4500.00| 5000.00000 5000.00| 3000.00000 3000.00 Removal Of Structures, Structure No. 1 | | | 0030 206C000 224.000 M2 | 4.50000 1008.00| 2.40430 538.56| 4.07000 911.68 Removing Concrete Sidewalk | | | 0040 206C002 190.000 M2 | 5.00000 950.00| 3.60650 685.24| 5.25000 997.50 Removing Concrete Slope Paving | | | 0050 206C010 301.000 M2 | 5.00000 1505.00| 3.30570 995.02| 4.07000 1225.07 Removing Concrete Driveway | | | 0060 206C022 36.000 M2 | 5.00000 180.00| 7.21300 259.67| 4.07000 146.52 Removing Concrete Slab | | | 0070 206D000 395.000 M | 10.00000 3950.00| 9.86840 3898.02| 10.66000 4210.70 Removing Pipe | | | 0080 206D002 38.000 M | 9.00000 342.00| 11.51320 437.50| 8.60000 326.80 Removing Curb | | | 0090 206D003 710.000 M | 9.00000 6390.00| 11.51320 8174.37| 9.00000 6390.00 Removing Curb And Gutter | | | 0100 206E000 23.000 EACH| 65.00000 1495.00| 175.00000 4025.00| 50.00000 1150.00 Removing Headwalls | | | 0110 206E001 7.000 EACH| 175.00000 1225.00| 165.00000 1155.00| 100.00000 700.00 Removing Inlets | | | 0120 206E002 1.000 EACH| 175.00000 175.00| 165.00000 165.00| 100.00000 100.00 Removing Junction Boxes | | | 0130 210A000 59962.000 M3 | 3.50000 209867.00| 3.49350 209477.25| 4.92000 295013.04 Unclassified Excavation | | | 0140 210D012 1000.000 M3 | 8.00000 8000.00| 8.56900 8569.00| 7.52000 7520.00 Borrow Excavation (A2-4(0) OR A-4(0)) | | | 0150 214A000 8757.000 M3 | 5.00000 43785.00| 6.59150 57721.77| 4.92000 43084.44 Structure Excavation | | | 0160 214B000 8425.000 M3 | 6.00000 50550.00| 7.25070 61087.15| 7.52000 63356.00 Foundation Backfill, Local | | | 0170 214B001 23.000 M3 | 42.00000 966.00| 36.91250 848.99| 45.00000 1035.00 Foundation Backfill, Commercial | | | 0180 230A000 24.000 RBST| 700.00000 16800.00| 492.00000 11808.00| 1400.00000 33600.00 Roadbed Processing | | | 0190 301A012 68750.000 M2 | 7.90000 543125.00| 9.01680 619905.00| 7.90000 543125.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -13 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 04051 |(5) 08072 |(6) 20044 |MARK DAVIS CONSTRUCTION, INC|GEORGE B. HARDEE CONSTRUCTIO|FRANK TURNER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 401A000 35171.000 M2 | 0.60000 21102.60| 0.48040 16896.15| 0.95000 33412.45 Bituminous Treatment A | | | 0210 405A000 8083.000 L | 0.25000 2020.75| 0.22450 1814.63| 0.21000 1697.43 Tack Coat | | | 0220 408A051 1330.000 M2 | 4.70000 6251.00| 4.20710 5595.44| 2.60000 3458.00 Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0230 410B000 1.000 EACH| 3000.00000 3000.00| 2800.00000 2800.00| 2000.00000 2000.00 State Furnished Profilograph | | | 0240 429A241 2875.000 MTON| 47.61000 136878.75| 42.15240 121188.15| 47.84000 137540.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0250 429A244 50.000 MTON| 48.00000 2400.00| 55.11560 2755.78| 49.90000 2495.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | 0260 429A247 200.000 MTON| 51.00000 10200.00| 49.60400 9920.80| 47.84000 9568.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | 0270 429B241 7501.000 MTON| 42.00000 315042.00| 41.66550 312532.92| 42.61000 319617.61 Improved Bituminous Concrete Binder | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0280 429B252 18.000 MTON| 51.00000 918.00| 82.67340 1488.12| 52.00000 936.00 Improved Bituminous Concrete Binder | | | Layer, Widening, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0290 430B040 500.000 MTON| 21.00000 10500.00| 23.14860 11574.30| 25.00000 12500.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0300 533A098 1518.000 M | 73.00000 110814.00| 78.94740 119842.15| 68.47000 103937.46 450 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0310 533A099 517.000 M | 100.00000 51700.00| 108.55260 56121.69| 96.01000 49637.17 600 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0320 533A100 428.000 M | 128.00000 54784.00| 141.44740 60539.49| 130.90000 56025.20 750 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0330 533A101 140.000 M | 185.00000 25900.00| 202.30260 28322.36| 194.15000 27181.00 900 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0340 533A102 88.000 M | 235.00000 20680.00| 251.64470 22144.73| 246.33000 21677.04 1050 mm Storm Sewer Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -14 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 04051 |(5) 08072 |(6) 20044 |MARK DAVIS CONSTRUCTION, INC|GEORGE B. HARDEE CONSTRUCTIO|FRANK TURNER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 533A103 167.000 M | 300.00000 50100.00| 292.76320 48891.45| 307.60000 51369.20 1200 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0360 533B096 60.000 M | 105.00000 6300.00| 118.42110 7105.27| 118.94000 7136.40 680 mm Span, 500 mm Rise Storm Sewer | | | Pipe (Class 3 R.C.) | | | 0370 533B108 251.000 M | 360.00000 90360.00| 381.57890 95776.30| 404.72000 101584.72 1550 mm Span, 1200 mm Rise Storm Sewer | | | Pipe (Class 3 R.C.) | | | 0380 535A001 50.000 M | 73.00000 3650.00| 85.52630 4276.32| 43.43000 2171.50 450 mm Side Drain Pipe | | | 0390 600A000 LUMP| 125000.00000 125000.00| 150000.00000 150000.00| 99350.00000 99350.00 Mobilization | | | 0400 602A000 44.000 EACH| 125.00000 5500.00| 75.00000 3300.00| 105.52000 4642.88 Right Of Way Markers | | | 0410 606A012 280.000 M | 19.00000 5320.00| 26.31580 7368.42| 19.69000 5513.20 150 mm Underdrain Pipe, Type 8 | | | 0420 610C000 400.000 MTON| 30.00000 12000.00| 36.37630 14550.52| 30.00000 12000.00 Loose Riprap, Class 1 | | | 0430 610D003 619.000 M2 | 3.00000 1857.00| 2.10350 1302.07| 3.45000 2135.55 Filter Blanket, Geotextile | | | 0440 614A000 89.000 M3 | 350.00000 31150.00| 329.57590 29332.26| 449.65000 40018.85 Slope Paving | | | 0450 614B000 30.000 M3 | 395.00000 11850.00| 395.49110 11864.73| 560.63000 16818.90 Reinforced Slope Paving | | | 0460 618A000 2780.000 M2 | 30.00000 83400.00| 18.02720 50115.62| 31.64000 87959.20 Concrete Sidewalk, 100 mm Thick | | | 0470 618A001 90.000 M2 | 45.00000 4050.00| 21.64130 1947.72| 53.82000 4843.80 Concrete Sidewalk, 150 mm Thick | | | 0480 619A101 15.000 EACH| 425.00000 6375.00| 300.00000 4500.00| 458.85000 6882.75 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0490 619A102 2.000 EACH| 565.00000 1130.00| 400.00000 800.00| 575.00000 1150.00 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0500 620A000 1.000 M3 | 800.00000 800.00| 1318.30370 1318.30| 747.50000 747.50 Minor Structure Concrete | | | 0510 621C008 11.000 EACH| 5000.00000 55000.00| 2200.00000 24200.00| 2760.00000 30360.00 Inlets, Type E | | | 0520 621C015 33.000 EACH| 2000.00000 66000.00| 1800.00000 59400.00| 2070.00000 68310.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0530 621C016 1.000 EACH| 2500.00000 2500.00| 2200.00000 2200.00| 2070.00000 2070.00 Inlets, Type S2 Or S4 (1 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -15 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 04051 |(5) 08072 |(6) 20044 |MARK DAVIS CONSTRUCTION, INC|GEORGE B. HARDEE CONSTRUCTIO|FRANK TURNER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 621C017 4.000 EACH| 2400.00000 9600.00| 2200.00000 8800.00| 2242.50000 8970.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0550 621C109 37.000 EACH| 4900.00000 181300.00| 3000.00000 111000.00| 4617.25000 170838.25 Inlets, Type PD | | | 0560 621C110 6.000 EACH| 6800.00000 40800.00| 4000.00000 24000.00| 5175.00000 31050.00 Inlets, Type PD-6 | | | 0570 621C150 3.000 EACH| 2500.00000 7500.00| 2500.00000 7500.00| 1725.00000 5175.00 Inlets, Type Median, Type I | | | 0580 621C151 1.000 EACH| 4300.00000 4300.00| 6000.00000 6000.00| 4025.00000 4025.00 Inlets, Type Median, Type II | | | 0590 621D008 15.000 EACH| 500.00000 7500.00| 500.00000 7500.00| 517.50000 7762.50 Inlet Units, Type E | | | 0600 621D015 39.000 EACH| 450.00000 17550.00| 350.00000 13650.00| 431.25000 16818.75 Inlet Units, Type S1 Or S3 | | | 0610 621D016 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 488.75000 488.75 Inlet Units, Type S2 Or S4 | | | 0620 621D109 21.000 EACH| 500.00000 10500.00| 500.00000 10500.00| 460.00000 9660.00 Inlet Units, Type PD | | | 0630 621D110 3.000 EACH| 525.00000 1575.00| 700.00000 2100.00| 506.00000 1518.00 Inlet Units, Type PD-6 | | | 0640 621E004 4.000 EACH| 2300.00000 9200.00| 3500.00000 14000.00| 2530.00000 10120.00 Manholes, Type L Or M (Storm) | | | 0650 621E025 5.000 EACH| 2500.00000 12500.00| 3700.00000 18500.00| 1800.00000 9000.00 Manholes, Type Special (Sanitary - | | | 1219.2 Millimeter Diameter) | | | 0660 621F005 5.000 EACH| 400.00000 2000.00| 550.00000 2750.00| 560.05000 2800.25 Manhole Units, Type L Or M (Storm) | | | 0670 621F025 8.000 EACH| 400.00000 3200.00| 600.00000 4800.00| 350.00000 2800.00 Manhole Units, Type Special (Sanitary - | | | 1219.2 Millimeter Diameter) | | | 0680 621J000 2.000 EACH| 1500.00000 3000.00| 1500.00000 3000.00| 1000.00000 2000.00 Connection To Existing Manhole | | | 0690 621M000 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 2000.00000 4000.00 Remove Existing Manhole | | | 0700 622A002 12.000 EACH| 250.00000 3000.00| 350.00000 4200.00| 350.00000 4200.00 Manhole Covers Reset (Sanitary) | | | 0710 623A000 260.000 M | 51.00000 13260.00| 49.34210 12828.95| 52.49000 13647.40 Concrete Gutter | | | 0720 623B000 137.000 M | 25.00000 3425.00| 49.34210 6759.87| 23.00000 3151.00 Concrete Curb, Type N | | | 0730 623B001 46.000 M | 120.00000 5520.00| 98.68420 4539.47| 85.00000 3910.00 Concrete Curb, Type N Special | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -16 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 04051 |(5) 08072 |(6) 20044 |MARK DAVIS CONSTRUCTION, INC|GEORGE B. HARDEE CONSTRUCTIO|FRANK TURNER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 623C000 3671.000 M | 29.00000 106459.00| 27.96050 102643.00| 27.50000 100952.50 Combination Curb & Gutter, Type C | | | 0750 623C003 322.000 M | 37.00000 11914.00| 25.49340 8208.87| 28.70000 9241.40 Combination Curb & Gutter, Type C | | | (Modified) | | | 0760 637A001 112.000 M | 38.50000 4312.00| 13.15790 1473.68| 10.00000 1120.00 Fence Reset (Includes All Types) | | | 0770 641A002 22.000 M | 45.00000 990.00| 92.10530 2026.32| 28.50000 627.00 25.4 Millimeter Copper Water Pipe Laid | | | (Type K) | | | 0780 641A035 418.000 M | 44.00000 18392.00| 49.34210 20625.00| 54.10000 22613.80 152.4 Millimeter D.I. Water Main Laid | | | 0790 641A037 175.000 M | 65.00000 11375.00| 75.65790 13240.13| 83.79000 14663.25 254 Millimeter D.I. Water Main Laid | | | 0800 641A080 59.000 M | 65.00000 3835.00| 69.07890 4075.66| 70.53000 4161.27 152.4 Millimeter D.I. Water Main Laid | | | (Restrained Joint) | | | 0810 641A082 49.000 M | 80.00000 3920.00| 92.10530 4513.16| 112.14000 5494.86 254 Millimeter D.I. Water Main Laid | | | (Restrained Joint) | | | 0820 641C000 3.000 EACH| 400.00000 1200.00| 500.00000 1500.00| 463.38000 1390.14 152.4 Millimeter Gate Valves With Box | | | 0830 641C011 3.000 EACH| 800.00000 2400.00| 1000.00000 3000.00| 1002.10000 3006.30 254 Millimeter Gate Valves With Box | | | 0840 641D003 4109.000 KG | 5.00000 20545.00| 5.51160 22647.16| 7.15000 29379.35 Ductile Iron Water Main Fitting | | | 0850 641D004 2.000 EACH| 200.00000 400.00| 320.00000 640.00| 201.37000 402.74 152.4 Millimeter X 152.4 Millimeter D.I.| | | Anchor Tee | | | 0860 641E001 72.000 EACH| 25.00000 1800.00| 27.00000 1944.00| 20.00000 1440.00 152.4 Millimeter D.I. Retainer Gland | | | 0870 641E002 1.000 EACH| 125.00000 125.00| 84.00000 84.00| 47.50000 47.50 304.8 Millimeter D.I. Retainer Gland | | | 0880 641E004 87.000 EACH| 110.00000 9570.00| 69.00000 6003.00| 38.00000 3306.00 254 Millimeter D.I. Retainer Gland | | | 0890 641F005 3.000 EACH| 1500.00000 4500.00| 1200.00000 3600.00| 1700.00000 5100.00 152.4 Millimeter X 152.4 Millimeter | | | Tapping Valve & Sleeve | | | 0900 641F012 3.000 EACH| 3200.00000 9600.00| 2000.00000 6000.00| 3000.00000 9000.00 254 Millimeter x 254 Millimeter Tapping | | | Valve And Sleeve | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -17 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 04051 |(5) 08072 |(6) 20044 |MARK DAVIS CONSTRUCTION, INC|GEORGE B. HARDEE CONSTRUCTIO|FRANK TURNER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0910 641F029 7.000 EACH| 250.00000 1750.00| 350.00000 2450.00| 950.00000 6650.00 25.4 Millimeter Service Tap | | | 0920 641G001 12.000 M3 | 300.00000 3600.00| 395.49110 4745.89| 262.50000 3150.00 Concrete For Water Mains (Thrust Blocks)| | | 0930 642A000 2.000 EACH| 650.00000 1300.00| 700.00000 1400.00| 500.00000 1000.00 Fire Hydrant Reset | | | 0940 643A000 17.000 EACH| 300.00000 5100.00| 325.00000 5525.00| 150.00000 2550.00 Water Meters Reset | | | 0950 643B000 5.000 EACH| 200.00000 1000.00| 150.00000 750.00| 100.00000 500.00 Valve Boxes Reset | | | 0960 643B006 7.000 EACH| 100.00000 700.00| 350.00000 2450.00| 50.00000 350.00 Remove Valve,Box And Cover | | | 0970 645A047 193.000 M | 150.00000 28950.00| 111.84210 21585.53| 83.18000 16053.74 203.2 Millimeter D.I. Sanitary Sewer | | | Pipe | | | 0980 649A007 16.000 M | 300.00000 4800.00| 328.94740 5263.16| 150.00000 2400.00 304.8 Millimeter Encasement Pipe, Type | | | 1 Installation | | | 0990 649A023 39.000 M | 500.00000 19500.00| 444.07890 17319.08| 660.00000 25740.00 304.8 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1000 649A046 43.000 M | 350.00000 15050.00| 388.15790 16690.79| 200.00000 8600.00 508 Millimeter Encasement Pipe, Type 1 | | | Installation | | | 1010 650A000 1000.000 M3 | 10.50000 10500.00| 5.27320 5273.20| 9.18000 9180.00 Topsoil | | | 1020 650B000 5400.000 M3 | 5.75000 31050.00| 5.27320 28475.28| 6.25000 33750.00 Topsoil From Stockpiles | | | 1030 652A061 6.000 HA | 2500.00000 15000.00| 1482.00000 8892.00| 1320.00000 7920.00 Seeding (Mix 3E) | | | 1040 652C000 6.000 HA | 200.00000 1200.00| 185.25000 1111.50| 125.00000 750.00 Mowing | | | 1050 654A003 12325.000 M2 | 3.90000 48067.50| 4.20710 51852.51| 3.30000 40672.50 Solid Sodding (Centipede) | | | 1060 656A000 5.000 HA | 1200.00000 6000.00| 1482.00000 7410.00| 1320.00000 6600.00 Mulching, Class A, Type 1 | | | 1070 656A001 1.000 HA | 1800.00000 1800.00| 1482.00000 1482.00| 1320.00000 1320.00 Mulching, Class A, Type 2 | | | 1080 659A000 12000.000 M2 | 1.75000 21000.00| 1.80270 21632.40| 3.30000 39600.00 Erosion Control Netting, Class A | | | 1090 659A001 18500.000 M2 | 1.95000 36075.00| 1.80270 33349.95| 3.30000 61050.00 Erosion Control Netting, Class B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -18 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 04051 |(5) 08072 |(6) 20044 |MARK DAVIS CONSTRUCTION, INC|GEORGE B. HARDEE CONSTRUCTIO|FRANK TURNER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 665A000 3.000 HA | 1200.00000 3600.00| 1482.00000 4446.00| 1320.00000 3960.00 Temporary Seeding | | | 1110 665B000 3.000 HA | 1200.00000 3600.00| 1482.00000 4446.00| 1320.00000 3960.00 Temporary Mulching | | | 1120 665D000 450.000 M | 3.50000 1575.00| 12.33550 5550.98| 16.40000 7380.00 Temporary Wire Fence (Including Posts) | | | 1130 665E000 450.000 M2 | 7.50000 3375.00| 1.20220 540.99| 3.60000 1620.00 Polyethylene | | | 1140 665F000 2880.000 EACH| 6.00000 17280.00| 8.00000 23040.00| 5.00000 14400.00 Hay Bales | | | 1150 665G000 1500.000 EACH| 4.00000 6000.00| 3.00000 4500.00| 5.00000 7500.00 Sand Bags | | | 1160 665I000 410.000 MTON| 30.00000 12300.00| 38.58090 15818.17| 30.00000 12300.00 Temporary Riprap, Class 2 | | | 1170 665J000 2640.000 M | 10.00000 26400.00| 10.52630 27789.43| 13.10000 34584.00 Silt Fence, Type A | | | 1180 665K000 345.000 M3 | 10.00000 3450.00| 19.77460 6822.24| 13.00000 4485.00 Drainage Sump Excavation | | | 1190 666A001 6.000 HA | 400.00000 2400.00| 61.75000 370.50| 600.00000 3600.00 Pest Control Treatment | | | 1200 680A000 LUMP| 25000.00000 25000.00| 35000.00000 35000.00| 25000.00000 25000.00 Engineering Controls | | | 1210 701A028 5.000 KM | 943.00000 4715.00| 836.61420 4183.07| 902.28000 4511.40 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 1220 701A041 3.000 KM | 705.00000 2115.00| 624.59610 1873.79| 673.31000 2019.93 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1230 701A046 2.000 KM | 705.00000 1410.00| 624.56500 1249.13| 673.28000 1346.56 Broken Yellow, Class 2 ,Type A , | | | Traffic Stripe (2.3 mm Thick)(150 mm | | | Wide) | | | 1240 701A048 5.000 KM | 1200.00000 6000.00| 1062.10360 5310.52| 1144.94000 5724.70 Solid Yellow, Class 2, Type A, Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1250 701B006 156.000 M | 2.00000 312.00| 1.67760 261.71| 1.80000 280.80 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 1260 701C000 4.000 KM | 162.00000 648.00| 142.66060 570.64| 153.79000 615.16 Broken Temporary Traffic Stripe | | | 1270 701C001 8.000 KM | 225.00000 1800.00| 206.08400 1648.67| 222.16000 1777.28 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -19 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 04051 |(5) 08072 |(6) 20044 |MARK DAVIS CONSTRUCTION, INC|GEORGE B. HARDEE CONSTRUCTIO|FRANK TURNER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1280 701D007 1.000 KM | 985.00000 985.00| 840.15600 840.16| 905.69000 905.69 Solid Traffic Stripe Removed (Paint) | | | 1290 701D014 1.000 KM | 700.00000 700.00| 618.23950 618.24| 666.46000 666.46 Broken Traffic Stripe Removed (Paint) | | | 1300 703A002 616.000 M2 | 17.40000 10718.40| 15.47350 9531.68| 16.58000 10213.28 Traffic Control Markings, Class 2, Type | | | A | | | 1310 703B002 36.000 M2 | 26.00000 936.00| 23.15620 833.62| 24.86000 894.96 Traffic Control Legends, Class 2, Type A| | | 1320 703C000 72.000 M2 | 25.00000 1800.00| 22.07410 1589.34| 23.68000 1704.96 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1330 703D001 187.000 M2 | 11.20000 2094.40| 9.95500 1861.59| 10.67000 1995.29 Temporary Traffic Control Markings | | | 1340 705A011 309.000 EACH| 4.54000 1402.86| 3.83000 1183.47| 4.35000 1344.15 Pavement Markers, Class C, Type 1-A | | | 1350 705A012 154.000 EACH| 4.54000 699.16| 3.83000 589.82| 4.35000 669.90 Pavement Markers, Class C, Type 1-B | | | 1360 705A030 12.000 EACH| 4.54000 54.48| 3.83000 45.96| 4.35000 52.20 Pavement Markers, Class A-H, Type 2-C | | | 1370 705A031 150.000 EACH| 4.54000 681.00| 3.83000 574.50| 4.35000 652.50 Pavement Markers, Class A-H, Type 1-A | | | 1380 705A032 754.000 EACH| 4.54000 3423.16| 3.83000 2887.82| 4.35000 3279.90 Pavement Markers, Class A-H, Type 1-B | | | 1390 705A037 234.000 EACH| 4.54000 1062.36| 3.83000 896.22| 4.35000 1017.90 Pavement Markers, Class A-H, Type 2-D | | | 1400 707B003 1.000 EACH| 500.00000 500.00| 112.20000 112.20| 165.00000 165.00 Type A Hazard Marker Installation | | | 1410 710A091 14.000 M2 | 220.00000 3080.00| 2299.92640 32198.97| 214.50000 3003.00 Class 4, Aluminum Flat Sign Panels | | | 2.032 mm Thickness (Type III or IV | | | Background) | | | 1420 710B001 84.000 M | 21.00000 1764.00| 20.39470 1713.15| 19.00000 1596.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1430 730A000 LUMP| 2500.00000 2500.00| 2140.00000 2140.00| 2200.00000 2200.00 Removal Of Existing Traffic Control | | | Unit (Demetropolis Rd. @ Burma Rd.) | | | 1440 730A012 LUMP| 2800.00000 2800.00| 2675.00000 2675.00| 2750.00000 2750.00 Removal Of Existing Traffic Control | | | Unit (Partial) (University Blvd. @ | | | Cottage Hill Rd.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -20 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 04051 |(5) 08072 |(6) 20044 |MARK DAVIS CONSTRUCTION, INC|GEORGE B. HARDEE CONSTRUCTIO|FRANK TURNER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1450 730C000 LUMP| 4500.00000 4500.00| 4280.00000 4280.00| 4400.00000 4400.00 Furnishing And Installing Traffic | | | Control Unit (University Blvd. @ | | | Demetropolis Rd.) | | | 1460 730C016 LUMP| 8000.00000 8000.00| 8025.00000 8025.00| 8250.00000 8250.00 Furnishing And Installing Traffic | | | Control Unit (Partial) (University Blvd.| | | @ Cottage Hill Rd.) | | | 1470 730E000 5.000 EACH| 2100.00000 10500.00| 2086.50000 10432.50| 2145.00000 10725.00 Metal Traffic Signal Pole Foundation | | | 1480 730G001 5.000 EACH| 5100.00000 25500.00| 5189.50000 25947.50| 5335.00000 26675.00 Metal Traffic Signal Strain Pole | | | 1490 730H000 2050.000 M | 12.50000 25625.00| 12.36840 25355.22| 12.65000 25932.50 Loop Detector | | | 1500 730I000 1090.000 M | 4.50000 4905.00| 4.57240 4983.92| 4.68000 5101.20 Shielded Loop Detector Home-Run Cable | | | 1510 730J000 24.000 EACH| 185.00000 4440.00| 188.32000 4519.68| 193.60000 4646.40 Loop Detector Amplifier | | | 1520 730K000 15.000 EACH| 500.00000 7500.00| 454.75000 6821.25| 468.00000 7020.00 Traffic Signal Junction Box | | | 1530 730L012 17.000 M | 4.30000 73.10| 1495.88820 25430.10| 4.68000 79.56 Non-Metallic Conduit, 27 mm | | | 1540 730L015 120.000 M | 7.50000 900.00| 4.57240 548.69| 7.70000 924.00 Non-Metallic Conduit, 53 mm | | | 1550 730L031 12.000 M | 11.00000 132.00| 7.50000 90.00| 10.45000 125.40 Metallic Conduit, 21 mm | | | 1560 730L032 20.000 M | 11.50000 230.00| 10.19740 203.95| 12.10000 242.00 Metallic Conduit, 27 mm | | | 1570 730N001 4.000 EACH| 700.00000 2800.00| 695.50000 2782.00| 715.00000 2860.00 Luminaire Extension Assembly, 3.7 M | | | 1580 730P001 16.000 EACH| 450.00000 7200.00| 454.75000 7276.00| 468.00000 7488.00 Vehicular Signal Head, 300 mm 3 Section | | | 1590 730P002 2.000 EACH| 725.00000 1450.00| 749.00000 1498.00| 770.00000 1540.00 Vehicular Signal Head, 300 mm 5 Section | | | 1600 730Q000 4.000 EACH| 440.00000 1760.00| 454.75000 1819.00| 468.00000 1872.00 Pedestrian Signal Head, Type "D" | | | 1610 730R003 1.000 EACH| 10000.00000 10000.00| 10165.00000 10165.00| 9500.00000 9500.00 Traffic Controller, Type III, 8 Phase | | | 1620 740B000 126.000 M2 | 90.00000 11340.00| 170.42500 21473.55| 80.58000 10153.08 Construction Signs | | | 1630 740D000 150.000 EACH| 84.00000 12600.00| 58.30000 8745.00| 75.63000 11344.50 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -21 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 04051 |(5) 08072 |(6) 20044 |MARK DAVIS CONSTRUCTION, INC|GEORGE B. HARDEE CONSTRUCTIO|FRANK TURNER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1640 740E000 150.000 EACH| 10.50000 1575.00| 15.90000 2385.00| 10.89000 1633.50 Cones (900 mm High) | | | 1650 740F002 70.000 EACH| 220.00000 15400.00| 397.50000 27825.00| 214.50000 15015.00 Barricades, Type III | | | 1660 740I005 30.000 EACH| 80.00000 2400.00| 450.50000 13515.00| 80.58000 2417.40 Warning Lights, Type B (Detachable Head)| | | 1670 740L003 250.000 EACH| 75.00000 18750.00| 79.50000 19875.00| 49.23000 12307.50 Vertical Panel, Type I (Single-Sided) | | | 1680 740M000 150.000 EACH| 10.00000 1500.00| 10.60000 1590.00| 6.88000 1032.00 Ballast For Cone | | | 1690 741C010 2.000 EACH| 5000.00000 10000.00| 3000.00000 6000.00| 5335.00000 10670.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1700 756A022 20.000 M | 90.00000 1800.00| 91.18420 1823.68| 93.50000 1870.00 103 mm Electrical Conduit, 1 Line, Type | | | 5 Installation | | | 1710 998A000 LUMP| 40000.00000 40000.00| 0.80000 0.80| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 149,000.00) | | | 1720 999 000 2200.000 HOUR| 0.80000 1760.00| 0.80000 1760.00| 0.80000 1760.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,546,176.52| $ 3,590,231.21| $ 3,654,115.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,546,176.52| $ 3,590,231.21| $ 3,654,115.87 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -22 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 23029 |(8) 01039 | |J. S. WALTON & COMPANY, INC.|JAMES H. ADAMS & SON CONSTRU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 201A000 LUMP| 87630.41000 87630.41| 180000.00000 180000.00| Clearing & Grubbing (Approximately 9 | | | Hectares) | | | 0020 205A001 1.000 EACH| 4740.42000 4740.42| 7000.00000 7000.00| Removal Of Structures, Structure No. 1 | | | 0030 206C000 224.000 M2 | 2.60000 582.40| 3.00000 672.00| Removing Concrete Sidewalk | | | 0040 206C002 190.000 M2 | 3.07000 583.30| 4.00000 760.00| Removing Concrete Slope Paving | | | 0050 206C010 301.000 M2 | 2.96000 890.96| 10.00000 3010.00| Removing Concrete Driveway | | | 0060 206C022 36.000 M2 | 7.60000 273.60| 10.00000 360.00| Removing Concrete Slab | | | 0070 206D000 395.000 M | 17.91000 7074.45| 10.00000 3950.00| Removing Pipe | | | 0080 206D002 38.000 M | 15.63000 593.94| 10.00000 380.00| Removing Curb | | | 0090 206D003 710.000 M | 5.54000 3933.40| 10.00000 7100.00| Removing Curb And Gutter | | | 0100 206E000 23.000 EACH| 81.17000 1866.91| 150.00000 3450.00| Removing Headwalls | | | 0110 206E001 7.000 EACH| 225.65000 1579.55| 200.00000 1400.00| Removing Inlets | | | 0120 206E002 1.000 EACH| 185.47000 185.47| 300.00000 300.00| Removing Junction Boxes | | | 0130 210A000 59962.000 M3 | 3.51000 210466.62| 3.70000 221859.40| Unclassified Excavation | | | 0140 210D012 1000.000 M3 | 8.91000 8910.00| 10.00000 10000.00| Borrow Excavation (A2-4(0) OR A-4(0)) | | | 0150 214A000 8757.000 M3 | 5.96000 52191.72| 5.00000 43785.00| Structure Excavation | | | 0160 214B000 8425.000 M3 | 9.11000 76751.75| 8.00000 67400.00| Foundation Backfill, Local | | | 0170 214B001 23.000 M3 | 61.66000 1418.18| 46.00000 1058.00| Foundation Backfill, Commercial | | | 0180 230A000 24.000 RBST| 516.12000 12386.88| 600.00000 14400.00| Roadbed Processing | | | 0190 301A012 68750.000 M2 | 7.70000 529375.00| 8.00000 550000.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -23 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 23029 |(8) 01039 | |J. S. WALTON & COMPANY, INC.|JAMES H. ADAMS & SON CONSTRU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 401A000 35171.000 M2 | 0.77000 27081.67| 0.50000 17585.50| Bituminous Treatment A | | | 0210 405A000 8083.000 L | 0.24000 1939.92| 0.30000 2424.90| Tack Coat | | | 0220 408A051 1330.000 M2 | 2.92000 3883.60| 5.00000 6650.00| Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0230 410B000 1.000 EACH| 0.00000 0.00| 3000.00000 3000.00| State Furnished Profilograph | | | 0240 429A241 2875.000 MTON| 50.94000 146452.50| 49.90000 143462.50| Improved Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0250 429A244 50.000 MTON| 60.33000 3016.50| 60.00000 3000.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | 0260 429A247 200.000 MTON| 50.94000 10188.00| 60.00000 12000.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | 0270 429B241 7501.000 MTON| 45.79000 343470.79| 45.00000 337545.00| Improved Bituminous Concrete Binder | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0280 429B252 18.000 MTON| 52.37000 942.66| 100.00000 1800.00| Improved Bituminous Concrete Binder | | | Layer, Widening, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0290 430B040 500.000 MTON| 25.06000 12530.00| 25.00000 12500.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0300 533A098 1518.000 M | 64.84000 98427.12| 74.00000 112332.00| 450 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0310 533A099 517.000 M | 93.94000 48566.98| 100.00000 51700.00| 600 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0320 533A100 428.000 M | 126.93000 54326.04| 128.00000 54784.00| 750 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0330 533A101 140.000 M | 190.37000 26651.80| 210.00000 29400.00| 900 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0340 533A102 88.000 M | 236.89000 20846.32| 260.00000 22880.00| 1050 mm Storm Sewer Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -24 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 23029 |(8) 01039 | |J. S. WALTON & COMPANY, INC.|JAMES H. ADAMS & SON CONSTRU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 533A103 167.000 M | 292.09000 48779.03| 310.00000 51770.00| 1200 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0360 533B096 60.000 M | 106.83000 6409.80| 160.00000 9600.00| 680 mm Span, 500 mm Rise Storm Sewer | | | Pipe (Class 3 R.C.) | | | 0370 533B108 251.000 M | 390.16000 97930.16| 430.00000 107930.00| 1550 mm Span, 1200 mm Rise Storm Sewer | | | Pipe (Class 3 R.C.) | | | 0380 535A001 50.000 M | 93.66000 4683.00| 74.00000 3700.00| 450 mm Side Drain Pipe | | | 0390 600A000 LUMP| 144250.00000 144250.00| 100000.00000 100000.00| Mobilization | | | 0400 602A000 44.000 EACH| 91.90000 4043.60| 100.00000 4400.00| Right Of Way Markers | | | 0410 606A012 280.000 M | 29.43000 8240.40| 15.00000 4200.00| 150 mm Underdrain Pipe, Type 8 | | | 0420 610C000 400.000 MTON| 29.43000 11772.00| 40.00000 16000.00| Loose Riprap, Class 1 | | | 0430 610D003 619.000 M2 | 1.53000 947.07| 3.00000 1857.00| Filter Blanket, Geotextile | | | 0440 614A000 89.000 M3 | 400.05000 35604.45| 340.00000 30260.00| Slope Paving | | | 0450 614B000 30.000 M3 | 447.12000 13413.60| 420.00000 12600.00| Reinforced Slope Paving | | | 0460 618A000 2780.000 M2 | 28.24000 78507.20| 25.00000 69500.00| Concrete Sidewalk, 100 mm Thick | | | 0470 618A001 90.000 M2 | 42.36000 3812.40| 32.00000 2880.00| Concrete Sidewalk, 150 mm Thick | | | 0480 619A101 15.000 EACH| 469.47000 7042.05| 375.00000 5625.00| 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0490 619A102 2.000 EACH| 635.38000 1270.76| 450.00000 900.00| 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0500 620A000 1.000 M3 | 924.83000 924.83| 700.00000 700.00| Minor Structure Concrete | | | 0510 621C008 11.000 EACH| 5294.82000 58243.02| 4600.00000 50600.00| Inlets, Type E | | | 0520 621C015 33.000 EACH| 2117.93000 69891.69| 2000.00000 66000.00| Inlets, Type S1 Or S3 (1 Wing) | | | 0530 621C016 1.000 EACH| 2647.41000 2647.41| 2500.00000 2500.00| Inlets, Type S2 Or S4 (1 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -25 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 23029 |(8) 01039 | |J. S. WALTON & COMPANY, INC.|JAMES H. ADAMS & SON CONSTRU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 621C017 4.000 EACH| 2529.75000 10119.00| 2400.00000 9600.00| Inlets, Type S1 Or S3 (2 Wing) | | | 0550 621C109 37.000 EACH| 5412.48000 200261.76| 2000.00000 74000.00| Inlets, Type PD | | | 0560 621C110 6.000 EACH| 6942.09000 41652.54| 2000.00000 12000.00| Inlets, Type PD-6 | | | 0570 621C150 3.000 EACH| 2470.91000 7412.73| 2500.00000 7500.00| Inlets, Type Median, Type I | | | 0580 621C151 1.000 EACH| 4824.17000 4824.17| 2500.00000 2500.00| Inlets, Type Median, Type II | | | 0590 621D008 15.000 EACH| 529.48000 7942.20| 700.00000 10500.00| Inlet Units, Type E | | | 0600 621D015 39.000 EACH| 441.23000 17207.97| 400.00000 15600.00| Inlet Units, Type S1 Or S3 | | | 0610 621D016 1.000 EACH| 500.07000 500.07| 800.00000 800.00| Inlet Units, Type S2 Or S4 | | | 0620 621D109 21.000 EACH| 470.65000 9883.65| 700.00000 14700.00| Inlet Units, Type PD | | | 0630 621D110 3.000 EACH| 517.72000 1553.16| 800.00000 2400.00| Inlet Units, Type PD-6 | | | 0640 621E004 4.000 EACH| 2588.58000 10354.32| 2500.00000 10000.00| Manholes, Type L Or M (Storm) | | | 0650 621E025 5.000 EACH| 2876.85000 14384.25| 2800.00000 14000.00| Manholes, Type Special (Sanitary - | | | 1219.2 Millimeter Diameter) | | | 0660 621F005 5.000 EACH| 411.82000 2059.10| 500.00000 2500.00| Manhole Units, Type L Or M (Storm) | | | 0670 621F025 8.000 EACH| 811.87000 6494.96| 800.00000 6400.00| Manhole Units, Type Special (Sanitary - | | | 1219.2 Millimeter Diameter) | | | 0680 621J000 2.000 EACH| 2706.24000 5412.48| 2650.00000 5300.00| Connection To Existing Manhole | | | 0690 621M000 2.000 EACH| 1058.97000 2117.94| 1050.00000 2100.00| Remove Existing Manhole | | | 0700 622A002 12.000 EACH| 529.48000 6353.76| 500.00000 6000.00| Manhole Covers Reset (Sanitary) | | | 0710 623A000 260.000 M | 52.95000 13767.00| 45.00000 11700.00| Concrete Gutter | | | 0720 623B000 137.000 M | 27.06000 3707.22| 30.00000 4110.00| Concrete Curb, Type N | | | 0730 623B001 46.000 M | 134.14000 6170.44| 32.00000 1472.00| Concrete Curb, Type N Special | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -26 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 23029 |(8) 01039 | |J. S. WALTON & COMPANY, INC.|JAMES H. ADAMS & SON CONSTRU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 623C000 3671.000 M | 32.36000 118793.56| 29.00000 106459.00| Combination Curb & Gutter, Type C | | | 0750 623C003 322.000 M | 41.18000 13259.96| 33.00000 10626.00| Combination Curb & Gutter, Type C | | | (Modified) | | | 0760 637A001 112.000 M | 14.58000 1632.96| 20.00000 2240.00| Fence Reset (Includes All Types) | | | 0770 641A002 22.000 M | 121.90000 2681.80| 120.00000 2640.00| 25.4 Millimeter Copper Water Pipe Laid | | | (Type K) | | | 0780 641A035 418.000 M | 64.89000 27124.02| 64.00000 26752.00| 152.4 Millimeter D.I. Water Main Laid | | | 0790 641A037 175.000 M | 83.81000 14666.75| 82.00000 14350.00| 254 Millimeter D.I. Water Main Laid | | | 0800 641A080 59.000 M | 77.82000 4591.38| 76.00000 4484.00| 152.4 Millimeter D.I. Water Main Laid | | | (Restrained Joint) | | | 0810 641A082 49.000 M | 103.38000 5065.62| 101.00000 4949.00| 254 Millimeter D.I. Water Main Laid | | | (Restrained Joint) | | | 0820 641C000 3.000 EACH| 670.68000 2012.04| 655.00000 1965.00| 152.4 Millimeter Gate Valves With Box | | | 0830 641C011 3.000 EACH| 1223.69000 3671.07| 1200.00000 3600.00| 254 Millimeter Gate Valves With Box | | | 0840 641D003 4109.000 KG | 6.55000 26913.95| 6.40000 26297.60| Ductile Iron Water Main Fitting | | | 0850 641D004 2.000 EACH| 400.06000 800.12| 400.00000 800.00| 152.4 Millimeter X 152.4 Millimeter D.I.| | | Anchor Tee | | | 0860 641E001 72.000 EACH| 35.89000 2584.08| 35.00000 2520.00| 152.4 Millimeter D.I. Retainer Gland | | | 0870 641E002 1.000 EACH| 103.55000 103.55| 100.00000 100.00| 304.8 Millimeter D.I. Retainer Gland | | | 0880 641E004 87.000 EACH| 71.77000 6243.99| 70.00000 6090.00| 254 Millimeter D.I. Retainer Gland | | | 0890 641F005 3.000 EACH| 3412.22000 10236.66| 3350.00000 10050.00| 152.4 Millimeter X 152.4 Millimeter | | | Tapping Valve & Sleeve | | | 0900 641F012 3.000 EACH| 4353.52000 13060.56| 4250.00000 12750.00| 254 Millimeter x 254 Millimeter Tapping | | | Valve And Sleeve | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -27 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 23029 |(8) 01039 | |J. S. WALTON & COMPANY, INC.|JAMES H. ADAMS & SON CONSTRU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0910 641F029 7.000 EACH| 470.65000 3294.55| 460.00000 3220.00| 25.4 Millimeter Service Tap | | | 0920 641G001 12.000 M3 | 435.35000 5224.20| 425.00000 5100.00| Concrete For Water Mains (Thrust Blocks)| | | 0930 642A000 2.000 EACH| 882.47000 1764.94| 862.00000 1724.00| Fire Hydrant Reset | | | 0940 643A000 17.000 EACH| 341.22000 5800.74| 335.00000 5695.00| Water Meters Reset | | | 0950 643B000 5.000 EACH| 303.57000 1517.85| 300.00000 1500.00| Valve Boxes Reset | | | 0960 643B006 7.000 EACH| 588.31000 4118.17| 575.00000 4025.00| Remove Valve,Box And Cover | | | 0970 645A047 193.000 M | 225.12000 43448.16| 220.00000 42460.00| 203.2 Millimeter D.I. Sanitary Sewer | | | Pipe | | | 0980 649A007 16.000 M | 519.70000 8315.20| 508.00000 8128.00| 304.8 Millimeter Encasement Pipe, Type | | | 1 Installation | | | 0990 649A023 39.000 M | 751.32000 29301.48| 735.00000 28665.00| 304.8 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1000 649A046 43.000 M | 750.37000 32265.91| 735.00000 31605.00| 508 Millimeter Encasement Pipe, Type 1 | | | Installation | | | 1010 650A000 1000.000 M3 | 5.78000 5780.00| 15.00000 15000.00| Topsoil | | | 1020 650B000 5400.000 M3 | 4.54000 24516.00| 5.50000 29700.00| Topsoil From Stockpiles | | | 1030 652A061 6.000 HA | 1397.24000 8383.44| 2000.00000 12000.00| Seeding (Mix 3E) | | | 1040 652C000 6.000 HA | 279.45000 1676.70| 200.00000 1200.00| Mowing | | | 1050 654A003 12325.000 M2 | 3.35000 41288.75| 4.50000 55462.50| Solid Sodding (Centipede) | | | 1060 656A000 5.000 HA | 1229.57000 6147.85| 2000.00000 10000.00| Mulching, Class A, Type 1 | | | 1070 656A001 1.000 HA | 1564.91000 1564.91| 2500.00000 2500.00| Mulching, Class A, Type 2 | | | 1080 659A000 12000.000 M2 | 2.35000 28200.00| 2.00000 24000.00| Erosion Control Netting, Class A | | | 1090 659A001 18500.000 M2 | 2.18000 40330.00| 5.00000 92500.00| Erosion Control Netting, Class B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -28 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 23029 |(8) 01039 | |J. S. WALTON & COMPANY, INC.|JAMES H. ADAMS & SON CONSTRU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 665A000 3.000 HA | 894.24000 2682.72| 1000.00000 3000.00| Temporary Seeding | | | 1110 665B000 3.000 HA | 894.24000 2682.72| 1000.00000 3000.00| Temporary Mulching | | | 1120 665D000 450.000 M | 8.82000 3969.00| 12.00000 5400.00| Temporary Wire Fence (Including Posts) | | | 1130 665E000 450.000 M2 | 1.70000 765.00| 2.00000 900.00| Polyethylene | | | 1140 665F000 2880.000 EACH| 4.93000 14198.40| 5.00000 14400.00| Hay Bales | | | 1150 665G000 1500.000 EACH| 4.28000 6420.00| 5.00000 7500.00| Sand Bags | | | 1160 665I000 410.000 MTON| 29.87000 12246.70| 40.00000 16400.00| Temporary Riprap, Class 2 | | | 1170 665J000 2640.000 M | 11.74000 30993.60| 12.00000 31680.00| Silt Fence, Type A | | | 1180 665K000 345.000 M3 | 9.55000 3294.75| 12.00000 4140.00| Drainage Sump Excavation | | | 1190 666A001 6.000 HA | 201.20000 1207.20| 200.00000 1200.00| Pest Control Treatment | | | 1200 680A000 LUMP| 31408.52000 31408.52| 30000.00000 30000.00| Engineering Controls | | | 1210 701A028 5.000 KM | 882.47000 4412.35| 600.00000 3000.00| Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 1220 701A041 3.000 KM | 588.31000 1764.93| 500.00000 1500.00| Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1230 701A046 2.000 KM | 705.98000 1411.96| 500.00000 1000.00| Broken Yellow, Class 2 ,Type A , | | | Traffic Stripe (2.3 mm Thick)(150 mm | | | Wide) | | | 1240 701A048 5.000 KM | 941.30000 4706.50| 600.00000 3000.00| Solid Yellow, Class 2, Type A, Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1250 701B006 156.000 M | 1.82000 283.92| 500.00000 78000.00| Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 1260 701C000 4.000 KM | 176.50000 706.00| 400.00000 1600.00| Broken Temporary Traffic Stripe | | | 1270 701C001 8.000 KM | 235.33000 1882.64| 500.00000 4000.00| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -29 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 23029 |(8) 01039 | |J. S. WALTON & COMPANY, INC.|JAMES H. ADAMS & SON CONSTRU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1280 701D007 1.000 KM | 823.64000 823.64| 950.00000 950.00| Solid Traffic Stripe Removed (Paint) | | | 1290 701D014 1.000 KM | 647.14000 647.14| 200.00000 200.00| Broken Traffic Stripe Removed (Paint) | | | 1300 703A002 616.000 M2 | 21.77000 13410.32| 5.00000 3080.00| Traffic Control Markings, Class 2, Type | | | A | | | 1310 703B002 36.000 M2 | 23.53000 847.08| 10.00000 360.00| Traffic Control Legends, Class 2, Type A| | | 1320 703C000 72.000 M2 | 9.41000 677.52| 10.00000 720.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1330 703D001 187.000 M2 | 1.76000 329.12| 5.00000 935.00| Temporary Traffic Control Markings | | | 1340 705A011 309.000 EACH| 2.94000 908.46| 3.00000 927.00| Pavement Markers, Class C, Type 1-A | | | 1350 705A012 154.000 EACH| 2.94000 452.76| 3.00000 462.00| Pavement Markers, Class C, Type 1-B | | | 1360 705A030 12.000 EACH| 7.06000 84.72| 4.00000 48.00| Pavement Markers, Class A-H, Type 2-C | | | 1370 705A031 150.000 EACH| 7.06000 1059.00| 4.00000 600.00| Pavement Markers, Class A-H, Type 1-A | | | 1380 705A032 754.000 EACH| 6.18000 4659.72| 3.00000 2262.00| Pavement Markers, Class A-H, Type 1-B | | | 1390 705A037 234.000 EACH| 6.18000 1446.12| 3.00000 702.00| Pavement Markers, Class A-H, Type 2-D | | | 1400 707B003 1.000 EACH| 176.49000 176.49| 500.00000 500.00| Type A Hazard Marker Installation | | | 1410 710A091 14.000 M2 | 229.44000 3212.16| 300.00000 4200.00| Class 4, Aluminum Flat Sign Panels | | | 2.032 mm Thickness (Type III or IV | | | Background) | | | 1420 710B001 84.000 M | 22.36000 1878.24| 35.00000 2940.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1430 730A000 LUMP| 2353.25000 2353.25| 5000.00000 5000.00| Removal Of Existing Traffic Control | | | Unit (Demetropolis Rd. @ Burma Rd.) | | | 1440 730A012 LUMP| 2941.57000 2941.57| 7000.00000 7000.00| Removal Of Existing Traffic Control | | | Unit (Partial) (University Blvd. @ | | | Cottage Hill Rd.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/06/00 PAGE : 039 -30 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000630039 COUNTIES : MOBILE LETTING DATE : 06/30/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 23029 |(8) 01039 | |J. S. WALTON & COMPANY, INC.|JAMES H. ADAMS & SON CONSTRU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1450 730C000 LUMP| 4706.50000 4706.50| 25000.00000 25000.00| Furnishing And Installing Traffic | | | Control Unit (University Blvd. @ | | | Demetropolis Rd.) | | | 1460 730C016 LUMP| 8824.70000 8824.70| 8000.00000 8000.00| Furnishing And Installing Traffic | | | Control Unit (Partial) (University Blvd.| | | @ Cottage Hill Rd.) | | | 1470 730E000 5.000 EACH| 2294.42000 11472.10| 2000.00000 10000.00| Metal Traffic Signal Pole Foundation | | | 1480 730G001 5.000 EACH| 5706.64000 28533.20| 7000.00000 35000.00| Metal Traffic Signal Strain Pole | | | 1490 730H000 2050.000 M | 13.53000 27736.50| 18.00000 36900.00| Loop Detector | | | 1500 730I000 1090.000 M | 5.00000 5450.00| 5.00000 5450.00| Shielded Loop Detector Home-Run Cable | | | 1510 730J000 24.000 EACH| 207.09000 4970.16| 130.00000 3120.00| Loop Detector Amplifier | | | 1520 730K000 15.000 EACH| 500.07000 7501.05| 450.00000 6750.00| Traffic Signal Junction Box | | | 1530 730L012 17.000 M | 5.00000 85.00| 9.00000 153.00| Non-Metallic Conduit, 27 mm | | | 1540 730L015 120.000 M | 8.24000 988.80| 11.00000 1320.00| Non-Metallic C