ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20000825001 COUNTIES : TALLAPOOSA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-CN00(006) for constructing the Clearing and Grubbing on S.R.#38 (U.S.#280) from the Tallapoosa River to the Dadeville Bypass. Length 11.943 km SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 12038 LAKE MARTIN EXCAVATING $ 521,761.00 100.0000% 2 18049 RANDOLPH COMPANY, INC. $ 538,014.59 103.1151% 3 20011 TRI COUNTY CONCRETE CONSTRUCTION, INC. $ 560,213.50 107.3697% 4 19108 SOUTHEASTERN CONST. & EQUIP. CO. LLC $ 588,153.00 112.7245% 5 23068 WAITES CONSTRUCTION COMPANY, INC. $ 625,359.76 119.8555% 6 18046 REESE & HOWELL, INC. $ 643,866.00 123.4024% 7 14001 NEWELL ROADBUILDERS, INC. $ 665,292.30 127.5090% 8 08077 HASTINGS GENERAL CONTRACTING, INC. $ 669,275.00 128.2723% 9 13073 MARLIN CONTRACTING COMPANY, INC. $ 786,135.00 150.6695% 10 16023 PHILLIPS & JORDAN, INCORPORATED $ 789,456.00 151.3060% 11 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 863,545.00 165.5058% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000825001 COUNTIES : TALLAPOOSA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 12038 |(2) 18049 |(3) 20011 |LAKE MARTIN EXCAVATING |RANDOLPH COMPANY, INC. |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 201A000 LUMP| 157866.00000 157866.00| 251562.09000 251562.09| 169250.00000 169250.00 Clearing & Grubbing (Approximately 102 | | | Hectares) | | | 0020 204A000 2.000 EACH| 500.00000 1000.00| 100.00000 200.00| 500.00000 1000.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 0.00000 0.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 100.00000 100.00| 0.00000 0.00| 0.00000 0.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 300.00000 300.00| 150.00000 150.00| 0.00000 0.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 1000.00000 1000.00| 100.00000 100.00| 0.00000 0.00 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 400.00000 400.00| 0.00000 0.00| 0.00000 0.00 Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 400.00000 400.00| 0.00000 0.00| 0.00000 0.00 Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 300.00000 300.00| 100.00000 100.00| 0.00000 0.00 Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 300.00000 300.00| 100.00000 100.00| 0.00000 0.00 Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 0.00000 0.00 Removal Of Structures, Structure No. 9 | | | 0120 205A010 1.000 EACH| 1000.00000 1000.00| 250.00000 250.00| 0.00000 0.00 Removal Of Structures, Structure No. 10 | | | 0130 205A011 1.000 EACH| 100.00000 100.00| 250.00000 250.00| 0.00000 0.00 Removal Of Structures, Structure No. 11 | | | 0140 205A012 1.000 EACH| 300.00000 300.00| 700.00000 700.00| 0.00000 0.00 Removal Of Structures, Structure No. 12 | | | 0150 205A013 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 0.00000 0.00 Removal Of Structures, Structure No. 13 | | | 0160 205A014 1.000 EACH| 100.00000 100.00| 0.00000 0.00| 0.00000 0.00 Removal Of Structures, Structure No. 14 | | | 0170 205A015 1.000 EACH| 300.00000 300.00| 150.00000 150.00| 0.00000 0.00 Removal Of Structures, Structure No. 15 | | | 0180 205A017 1.000 EACH| 200.00000 200.00| 100.00000 100.00| 0.00000 0.00 Removal Of Structures, Structure No. 17 | | | 0190 205A018 1.000 EACH| 200.00000 200.00| 100.00000 100.00| 0.00000 0.00 Removal Of Structures, Structure No. 18 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000825001 COUNTIES : TALLAPOOSA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 12038 |(2) 18049 |(3) 20011 |LAKE MARTIN EXCAVATING |RANDOLPH COMPANY, INC. |TRI COUNTY CONCRETE CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 205A019 1.000 EACH| 100.00000 100.00| 0.00000 0.00| 0.00000 0.00 Removal Of Structures, Structure No. 19 | | | 0210 205A020 1.000 EACH| 500.00000 500.00| 100.00000 100.00| 0.00000 0.00 Removal Of Structures, Structure No. 20 | | | 0220 205A021 1.000 EACH| 300.00000 300.00| 100.00000 100.00| 0.00000 0.00 Removal of Structures, Structure No. 21 | | | 0230 205A022 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 0.00000 0.00 Removal Of Structures, Structure No. 22 | | | 0240 205A023 1.000 EACH| 50.00000 50.00| 100.00000 100.00| 0.00000 0.00 Removal Of Structures, Structure No. 23 | | | 0250 205A025 1.000 EACH| 600.00000 600.00| 500.00000 500.00| 0.00000 0.00 Removal Of Structures, Structure No. 25 | | | 0260 205A026 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 0.00000 0.00 Removal Of Structures, Structure No. 26 | | | 0270 205A027 1.000 EACH| 100.00000 100.00| 300.00000 300.00| 0.00000 0.00 Removal Of Structures, Structure No. 27 | | | 0280 205A029 1.000 EACH| 400.00000 400.00| 300.00000 300.00| 0.00000 0.00 Removal Of Structures, Structure No. 29 | | | 0290 430B002 1500.000 MTON| 15.00000 22500.00| 10.00000 15000.00| 18.70000 28050.00 Aggregate Surfacing (ALDOT #467) | | | 0300 600A000 LUMP| 25000.00000 25000.00| 10000.00000 10000.00| 50000.00000 50000.00 Mobilization | | | 0310 602A000 147.000 EACH| 110.00000 16170.00| 110.00000 16170.00| 75.00000 11025.00 Right Of Way Markers | | | 0320 602C000 25.000 EACH| 175.00000 4375.00| 110.00000 2750.00| 75.00000 1875.00 Permanent Easement Marker | | | 0330 665A000 113.000 HA | 815.00000 92095.00| 740.00000 83620.00| 875.00000 98875.00 Temporary Seeding | | | 0340 665B000 113.000 HA | 815.00000 92095.00| 740.00000 83620.00| 900.00000 101700.00 Temporary Mulching | | | 0350 665F000 800.000 EACH| 5.00000 4000.00| 4.00000 3200.00| 5.00000 4000.00 Hay Bales | | | 0360 665I000 750.000 MTON| 20.00000 15000.00| 13.39000 10042.50| 23.25000 17437.50 Temporary Riprap, Class 2 | | | 0370 665J000 4800.000 M | 12.00000 57600.00| 9.00000 43200.00| 13.12000 62976.00 Silt Fence, Type A | | | 0380 665K000 250.000 M3 | 10.00000 2500.00| 2.00000 500.00| 6.50000 1625.00 Drainage Sump Excavation | | | 0390 680A000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 7500.00000 7500.00 Engineering Controls | | | 0400 740B000 35.000 M2 | 246.00000 8610.00| 110.00000 3850.00| 140.00000 4900.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000825001 COUNTIES : TALLAPOOSA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 12038 |(2) 18049 |(3) 20011 |LAKE MARTIN EXCAVATING |RANDOLPH COMPANY, INC. |TRI COUNTY CONCRETE CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 998A000 LUMP| 5000.00000 5000.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 54,500.00) | | | SECTION TOTALS | $ 521,761.00| $ 538,014.59| $ 560,213.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 521,761.00| $ 538,014.59| $ 560,213.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000825001 COUNTIES : TALLAPOOSA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 19108 |(5) 23068 |(6) 18046 |SOUTHEASTERN CONST. & EQUIP.|WAITES CONSTRUCTION COMPANY,|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| 324271.00000 324271.00| 300227.76000 300227.76| 273616.00000 273616.00 Clearing & Grubbing (Approximately 102 | | | Hectares) | | | 0020 204A000 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 1000.00000 2000.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 600.00000 600.00| 1.00000 1.00| 0.00000 0.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 600.00000 600.00| 1.00000 1.00| 0.00000 0.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 600.00000 600.00| 200.00000 200.00| 500.00000 500.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 600.00000 600.00| 500.00000 500.00| 500.00000 500.00 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 600.00000 600.00| 500.00000 500.00| 0.00000 0.00 Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 600.00000 600.00| 200.00000 200.00| 0.00000 0.00 Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 600.00000 600.00| 200.00000 200.00| 500.00000 500.00 Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 600.00000 600.00| 200.00000 200.00| 500.00000 500.00 Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 600.00000 600.00| 500.00000 500.00| 0.00000 0.00 Removal Of Structures, Structure No. 9 | | | 0120 205A010 1.000 EACH| 600.00000 600.00| 200.00000 200.00| 500.00000 500.00 Removal Of Structures, Structure No. 10 | | | 0130 205A011 1.000 EACH| 600.00000 600.00| 1.00000 1.00| 0.00000 0.00 Removal Of Structures, Structure No. 11 | | | 0140 205A012 1.000 EACH| 600.00000 600.00| 200.00000 200.00| 500.00000 500.00 Removal Of Structures, Structure No. 12 | | | 0150 205A013 1.000 EACH| 600.00000 600.00| 200.00000 200.00| 500.00000 500.00 Removal Of Structures, Structure No. 13 | | | 0160 205A014 1.000 EACH| 600.00000 600.00| 1.00000 1.00| 0.00000 0.00 Removal Of Structures, Structure No. 14 | | | 0170 205A015 1.000 EACH| 600.00000 600.00| 200.00000 200.00| 500.00000 500.00 Removal Of Structures, Structure No. 15 | | | 0180 205A017 1.000 EACH| 600.00000 600.00| 200.00000 200.00| 500.00000 500.00 Removal Of Structures, Structure No. 17 | | | 0190 205A018 1.000 EACH| 600.00000 600.00| 200.00000 200.00| 500.00000 500.00 Removal Of Structures, Structure No. 18 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000825001 COUNTIES : TALLAPOOSA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 19108 |(5) 23068 |(6) 18046 |SOUTHEASTERN CONST. & EQUIP.|WAITES CONSTRUCTION COMPANY,|REESE & HOWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 205A019 1.000 EACH| 600.00000 600.00| 200.00000 200.00| 500.00000 500.00 Removal Of Structures, Structure No. 19 | | | 0210 205A020 1.000 EACH| 600.00000 600.00| 1.00000 1.00| 0.00000 0.00 Removal Of Structures, Structure No. 20 | | | 0220 205A021 1.000 EACH| 600.00000 600.00| 200.00000 200.00| 500.00000 500.00 Removal of Structures, Structure No. 21 | | | 0230 205A022 1.000 EACH| 600.00000 600.00| 200.00000 200.00| 0.00000 0.00 Removal Of Structures, Structure No. 22 | | | 0240 205A023 1.000 EACH| 600.00000 600.00| 1.00000 1.00| 0.00000 0.00 Removal Of Structures, Structure No. 23 | | | 0250 205A025 1.000 EACH| 600.00000 600.00| 200.00000 200.00| 500.00000 500.00 Removal Of Structures, Structure No. 25 | | | 0260 205A026 1.000 EACH| 600.00000 600.00| 200.00000 200.00| 500.00000 500.00 Removal Of Structures, Structure No. 26 | | | 0270 205A027 1.000 EACH| 600.00000 600.00| 200.00000 200.00| 0.00000 0.00 Removal Of Structures, Structure No. 27 | | | 0280 205A029 1.000 EACH| 600.00000 600.00| 1.00000 1.00| 500.00000 500.00 Removal Of Structures, Structure No. 29 | | | 0290 430B002 1500.000 MTON| 10.38000 15570.00| 16.00000 24000.00| 22.05000 33075.00 Aggregate Surfacing (ALDOT #467) | | | 0300 600A000 LUMP| 25000.00000 25000.00| 10000.00000 10000.00| 20000.00000 20000.00 Mobilization | | | 0310 602A000 147.000 EACH| 80.00000 11760.00| 125.00000 18375.00| 100.00000 14700.00 Right Of Way Markers | | | 0320 602C000 25.000 EACH| 80.00000 2000.00| 125.00000 3125.00| 200.00000 5000.00 Permanent Easement Marker | | | 0330 665A000 113.000 HA | 494.00000 55822.00| 900.00000 101700.00| 750.00000 84750.00 Temporary Seeding | | | 0340 665B000 113.000 HA | 494.00000 55822.00| 900.00000 101700.00| 1000.00000 113000.00 Temporary Mulching | | | 0350 665F000 800.000 EACH| 4.00000 3200.00| 10.00000 8000.00| 5.00000 4000.00 Hay Bales | | | 0360 665I000 750.000 MTON| 15.00000 11250.00| 25.00000 18750.00| 26.00000 19500.00 Temporary Riprap, Class 2 | | | 0370 665J000 4800.000 M | 6.56000 31488.00| 3.00000 14400.00| 12.00000 57600.00 Silt Fence, Type A | | | 0380 665K000 250.000 M3 | 2.62000 655.00| 10.00000 2500.00| 12.00000 3000.00 Drainage Sump Excavation | | | 0390 680A000 LUMP| 8000.00000 8000.00| 12500.00000 12500.00| 0.00000 0.00 Engineering Controls | | | 0400 740B000 35.000 M2 | 49.00000 1715.00| 125.00000 4375.00| 175.00000 6125.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000825001 COUNTIES : TALLAPOOSA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 19108 |(5) 23068 |(6) 18046 |SOUTHEASTERN CONST. & EQUIP.|WAITES CONSTRUCTION COMPANY,|REESE & HOWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 998A000 LUMP| 25000.00000 25000.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 54,500.00) | | | SECTION TOTALS | $ 588,153.00| $ 625,359.76| $ 643,866.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 588,153.00| $ 625,359.76| $ 643,866.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000825001 COUNTIES : TALLAPOOSA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 14001 |(8) 08077 |(9) 13073 |NEWELL ROADBUILDERS, INC. |HASTINGS GENERAL CONTRACTING|MARLIN 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| 275000.00000 275000.00| 295800.00000 295800.00| 324000.00000 324000.00 Clearing & Grubbing (Approximately 102 | | | Hectares) | | | 0020 204A000 2.000 EACH| 500.00000 1000.00| 3000.00000 6000.00| 150.00000 300.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 4500.00000 4500.00 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 0.00000 0.00 Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 2500.00000 2500.00 Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 3500.00000 3500.00 Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 3500.00000 3500.00 Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 9 | | | 0120 205A010 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 10000.00000 10000.00 Removal Of Structures, Structure No. 10 | | | 0130 205A011 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 0.00000 0.00 Removal Of Structures, Structure No. 11 | | | 0140 205A012 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 3500.00000 3500.00 Removal Of Structures, Structure No. 12 | | | 0150 205A013 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 3500.00000 3500.00 Removal Of Structures, Structure No. 13 | | | 0160 205A014 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 0.00000 0.00 Removal Of Structures, Structure No. 14 | | | 0170 205A015 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 3000.00000 3000.00 Removal Of Structures, Structure No. 15 | | | 0180 205A017 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 4000.00000 4000.00 Removal Of Structures, Structure No. 17 | | | 0190 205A018 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 18 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000825001 COUNTIES : TALLAPOOSA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 14001 |(8) 08077 |(9) 13073 |NEWELL ROADBUILDERS, INC. |HASTINGS GENERAL CONTRACTING|MARLIN CONTRACTING COMPANY, 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| 2000.00000 2000.00| 0.00000 0.00 Removal Of Structures, Structure No. 19 | | | 0210 205A020 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 500.00000 500.00 Removal Of Structures, Structure No. 20 | | | 0220 205A021 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 5000.00000 5000.00 Removal of Structures, Structure No. 21 | | | 0230 205A022 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 5000.00000 5000.00 Removal Of Structures, Structure No. 22 | | | 0240 205A023 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 0.00000 0.00 Removal Of Structures, Structure No. 23 | | | 0250 205A025 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 4000.00000 4000.00 Removal Of Structures, Structure No. 25 | | | 0260 205A026 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 3000.00000 3000.00 Removal Of Structures, Structure No. 26 | | | 0270 205A027 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 0.00000 0.00 Removal Of Structures, Structure No. 27 | | | 0280 205A029 1.000 EACH| 1.00000 1.00| 2000.00000 2000.00| 0.00000 0.00 Removal Of Structures, Structure No. 29 | | | 0290 430B002 1500.000 MTON| 16.25000 24375.00| 22.00000 33000.00| 15.00000 22500.00 Aggregate Surfacing (ALDOT #467) | | | 0300 600A000 LUMP| 30000.00000 30000.00| 47000.00000 47000.00| 60000.00000 60000.00 Mobilization | | | 0310 602A000 147.000 EACH| 72.50000 10657.50| 125.00000 18375.00| 65.00000 9555.00 Right Of Way Markers | | | 0320 602C000 25.000 EACH| 150.00000 3750.00| 125.00000 3125.00| 65.00000 1625.00 Permanent Easement Marker | | | 0330 665A000 113.000 HA | 741.30000 83766.90| 800.00000 90400.00| 700.00000 79100.00 Temporary Seeding | | | 0340 665B000 113.000 HA | 741.30000 83766.90| 600.00000 67800.00| 700.00000 79100.00 Temporary Mulching | | | 0350 665F000 800.000 EACH| 6.00000 4800.00| 5.00000 4000.00| 12.00000 9600.00 Hay Bales | | | 0360 665I000 750.000 MTON| 25.00000 18750.00| 18.00000 13500.00| 25.00000 18750.00 Temporary Riprap, Class 2 | | | 0370 665J000 4800.000 M | 15.00000 72000.00| 6.00000 28800.00| 12.00000 57600.00 Silt Fence, Type A | | | 0380 665K000 250.000 M3 | 6.50000 1625.00| 6.00000 1500.00| 20.00000 5000.00 Drainage Sump Excavation | | | 0390 680A000 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| 15000.00000 15000.00 Engineering Controls | | | 0400 740B000 35.000 M2 | 165.00000 5775.00| 85.00000 2975.00| 43.00000 1505.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000825001 COUNTIES : TALLAPOOSA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 14001 |(8) 08077 |(9) 13073 |NEWELL ROADBUILDERS, INC. |HASTINGS GENERAL CONTRACTING|MARLIN CONTRACTING COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 998A000 LUMP| 30000.00000 30000.00| 0.00000 0.00| 40000.00000 40000.00 Construction Fuel (Maximum Bid Limited | | | To $ 54,500.00) | | | SECTION TOTALS | $ 665,292.30| $ 669,275.00| $ 786,135.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 665,292.30| $ 669,275.00| $ 786,135.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000825001 COUNTIES : TALLAPOOSA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 16023 |(11) 07003 | |PHILLIPS & JORDAN, INC. |R.E. GRILLS CONSTRUCTION CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 190500.00000 190500.00| 450000.00000 450000.00| Clearing & Grubbing (Approximately 102 | | | Hectares) | | | 0020 204A000 2.000 EACH| 1000.00000 2000.00| 5000.00000 10000.00| Closing Water Well | | | 0030 205A001 1.000 EACH| 1780.00000 1780.00| 300.00000 300.00| Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 3933.00000 3933.00| 500.00000 500.00| Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 4788.00000 4788.00| 1500.00000 1500.00| Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 21888.00000 21888.00| 2500.00000 2500.00| Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 5301.00000 5301.00| 400.00000 400.00| Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 15116.00000 15116.00| 500.00000 500.00| Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 6224.00000 6224.00| 500.00000 500.00| Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 5267.00000 5267.00| 1500.00000 1500.00| Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 4446.00000 4446.00| 1700.00000 1700.00| Removal Of Structures, Structure No. 9 | | | 0120 205A010 1.000 EACH| 10380.00000 10380.00| 1900.00000 1900.00| Removal Of Structures, Structure No. 10 | | | 0130 205A011 1.000 EACH| 3044.00000 3044.00| 100.00000 100.00| Removal Of Structures, Structure No. 11 | | | 0140 205A012 1.000 EACH| 10192.00000 10192.00| 500.00000 500.00| Removal Of Structures, Structure No. 12 | | | 0150 205A013 1.000 EACH| 5130.00000 5130.00| 1500.00000 1500.00| Removal Of Structures, Structure No. 13 | | | 0160 205A014 1.000 EACH| 2394.00000 2394.00| 100.00000 100.00| Removal Of Structures, Structure No. 14 | | | 0170 205A015 1.000 EACH| 6960.00000 6960.00| 1500.00000 1500.00| Removal Of Structures, Structure No. 15 | | | 0180 205A017 1.000 EACH| 3608.00000 3608.00| 1500.00000 1500.00| Removal Of Structures, Structure No. 17 | | | 0190 205A018 1.000 EACH| 2575.00000 2575.00| 1500.00000 1500.00| Removal Of Structures, Structure No. 18 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000825001 COUNTIES : TALLAPOOSA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 16023 |(11) 07003 | |PHILLIPS & JORDAN, INC. |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| 1949.00000 1949.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 19 | | | 0210 205A020 1.000 EACH| 4566.00000 4566.00| 100.00000 100.00| Removal Of Structures, Structure No. 20 | | | 0220 205A021 1.000 EACH| 6258.00000 6258.00| 1000.00000 1000.00| Removal of Structures, Structure No. 21 | | | 0230 205A022 1.000 EACH| 218.00000 218.00| 900.00000 900.00| Removal Of Structures, Structure No. 22 | | | 0240 205A023 1.000 EACH| 5318.00000 5318.00| 100.00000 100.00| Removal Of Structures, Structure No. 23 | | | 0250 205A025 1.000 EACH| 5335.00000 5335.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 25 | | | 0260 205A026 1.000 EACH| 4326.00000 4326.00| 100.00000 100.00| Removal Of Structures, Structure No. 26 | | | 0270 205A027 1.000 EACH| 4600.00000 4600.00| 300.00000 300.00| Removal Of Structures, Structure No. 27 | | | 0280 205A029 1.000 EACH| 2685.00000 2685.00| 100.00000 100.00| Removal Of Structures, Structure No. 29 | | | 0290 430B002 1500.000 MTON| 27.55000 41325.00| 20.00000 30000.00| Aggregate Surfacing (ALDOT #467) | | | 0300 600A000 LUMP| 25000.00000 25000.00| 45000.00000 45000.00| Mobilization | | | 0310 602A000 147.000 EACH| 150.00000 22050.00| 100.00000 14700.00| Right Of Way Markers | | | 0320 602C000 25.000 EACH| 200.00000 5000.00| 200.00000 5000.00| Permanent Easement Marker | | | 0330 665A000 113.000 HA | 990.00000 111870.00| 825.00000 93225.00| Temporary Seeding | | | 0340 665B000 113.000 HA | 990.00000 111870.00| 750.00000 84750.00| Temporary Mulching | | | 0350 665F000 800.000 EACH| 4.00000 3200.00| 5.00000 4000.00| Hay Bales | | | 0360 665I000 750.000 MTON| 55.00000 41250.00| 30.00000 22500.00| Temporary Riprap, Class 2 | | | 0370 665J000 4800.000 M | 8.20000 39360.00| 9.90000 47520.00| Silt Fence, Type A | | | 0380 665K000 250.000 M3 | 30.00000 7500.00| 11.00000 2750.00| Drainage Sump Excavation | | | 0390 680A000 LUMP| 25000.00000 25000.00| 10000.00000 10000.00| Engineering Controls | | | 0400 740B000 35.000 M2 | 150.00000 5250.00| 100.00000 3500.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000825001 COUNTIES : TALLAPOOSA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 16023 |(11) 07003 | |PHILLIPS & JORDAN, INC. |R.E. GRILLS CONSTRUCTION CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 998A000 LUMP| 10000.00000 10000.00| 18000.00000 18000.00| Construction Fuel (Maximum Bid Limited | | | To $ 54,500.00) | | | SECTION TOTALS | $ 789,456.00| $ 863,545.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 789,456.00| $ 863,545.00| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 CONTRACT TIME : 370 Working Days (available days) CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : IM-459-4(78) for constructing the Interchange Modifications including Grade, Drainage, Pavement, Signing, Signals, Bridges and Lighting on I-459 at S.R.#3 (U.S.#31) in Hoover. Length 2.665 km SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10016 JONES BROS., INC. $ 28,478,981.39 100.0000% 2 30002 ELLARD CONTR. CO., INC. & ELLARD CONSTR., INC. $ 30,559,828.18 107.3066% 3 01018 APAC-ALABAMA, INC. $ 30,961,894.74 108.7184% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 10016 |(2) 30002 |(3) 01018 |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONST|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| 2220000.00000 2220000.00| 2445000.00000 2445000.00| 183750.00000 183750.00 Clearing & Grubbing (Approximately 35 | | | Hectares) | | | 0020 206A050 LUMP| 25000.00000 25000.00| 40000.00000 40000.00| 42000.00000 42000.00 Removal Of Old Bridge, Station | | | (Partial) STA. 219+56.134 C/L Survey | | | N.B.R. | | | 0030 206A051 LUMP| 25000.00000 25000.00| 40000.00000 40000.00| 42000.00000 42000.00 Removal Of Old Bridge, Station | | | (Partial) Station 219+56.134 C/L Survey | | | S.B.R. | | | 0040 206A052 LUMP| 30000.00000 30000.00| 60000.00000 60000.00| 63000.00000 63000.00 Removal Of Old Bridge, Station | | | (Partial) STA. 207+53.686 C/L Survey | | | S.B.R. | | | 0050 206C001 728.000 M2 | 20.00000 14560.00| 12.46000 9070.88| 15.75000 11466.00 Removing Concrete Pavement | | | 0060 206D000 46.000 M | 45.00000 2070.00| 26.67000 1226.82| 6.30000 289.80 Removing Pipe | | | 0070 206D001 523.000 M | 7.00000 3661.00| 7.00000 3661.00| 3.37000 1762.51 Removing Guardrail | | | 0080 206D003 535.000 M | 7.00000 3745.00| 6.40000 3424.00| 14.85000 7944.75 Removing Curb And Gutter | | | 0090 206D007 604.000 M | 8.00000 4832.00| 6.40000 3865.60| 8.40000 5073.60 Removing Concrete Flume | | | 0100 206D009 68.000 M | 65.00000 4420.00| 72.18000 4908.24| 189.00000 12852.00 Removing New Jersey Barrier Rail | | | 0110 206D011 489.000 M | 3.60000 1760.40| 13.12000 6415.68| 5.25000 2567.25 Removing Fence | | | 0120 206E000 13.000 EACH| 150.00000 1950.00| 145.00000 1885.00| 292.00000 3796.00 Removing Headwalls | | | 0130 206E001 4.000 EACH| 150.00000 600.00| 145.00000 580.00| 585.25000 2341.00 Removing Inlets | | | 0140 206E008 28.000 EACH| 75.00000 2100.00| 75.00000 2100.00| 104.00000 2912.00 Removing Guardrail End Anchor (All Type)| | | 0150 206E020 5.000 EACH| 1000.00000 5000.00| 850.00000 4250.00| 955.00000 4775.00 Removing Existing Overhead Sign | | | Structure | | | 0160 210A000 608611.000 M3 | 3.78000 2300549.58| 3.92000 2385755.12| 5.73000 3487341.03 Unclassified Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 10016 |(2) 30002 |(3) 01018 |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONST|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 210D000 29634.000 M3 | 0.25000 7408.50| 13.08000 387612.72| 1.05000 31115.70 Borrow Excavation | | | 0180 214A000 23689.000 M3 | 11.00000 260579.00| 11.77000 278819.53| 19.95000 472595.55 Structure Excavation | | | 0190 214B001 3751.000 M3 | 30.00000 112530.00| 28.77000 107916.27| 28.85000 108216.35 Foundation Backfill, Commercial | | | 0200 215A000 1635.000 M3 | 13.00000 21255.00| 30.00000 49050.00| 31.50000 51502.50 Unclassified Bridge Excavation | | | 0210 215B000 LUMP| 100.00000 100.00| 10000.00000 10000.00| 10500.00000 10500.00 Cofferdams Or Sheeting And Shoring, C/L | | | Survey N.B.R., Station 219+56.134 | | | 0220 215B001 LUMP| 100.00000 100.00| 10000.00000 10000.00| 10500.00000 10500.00 Cofferdams Or Sheeting And Shoring, C/L | | | Survey S.B.R., Sta. 219+56.134 | | | 0230 215B002 LUMP| 100.00000 100.00| 30000.00000 30000.00| 31500.00000 31500.00 Cofferdams Or Sheeting And Shoring, C/L | | | Flyover Ramp A, Sta. 11+19.00 | | | 0240 215B003 LUMP| 100.00000 100.00| 1000.00000 1000.00| 1050.00000 1050.00 Cofferdams Or Sheeting And Shoring, C/L | | | Flyover Ramp B, Sta. 11+56.50 | | | 0250 215B004 LUMP| 100.00000 100.00| 10000.00000 10000.00| 10500.00000 10500.00 Cofferdams Or Sheeting And Shoring C/L | | | Survey S.B.R., Sta. 207+53.686 | | | 0260 224A000 100.000 M3 | 8.00000 800.00| 5.89000 589.00| 5.25000 525.00 Lime Sink Excavation | | | 0270 224B000 50.000 M3 | 24.00000 1200.00| 24.85000 1242.50| 21.00000 1050.00 Special Backfill For Lime Sink , # 57 | | | Stone | | | 0280 224D000 50.000 M3 | 135.00000 6750.00| 111.17000 5558.50| 105.00000 5250.00 Concrete Seal For Lime Sink | | | 0290 230A000 101.000 RBST| 1100.00000 111100.00| 1066.26000 107692.26| 912.60000 92172.60 Roadbed Processing | | | 0300 243A010 72612.000 M2 | 2.25000 163377.00| 2.99000 217109.88| 2.26000 164103.12 Geosynthetic Reinforcement | | | 0310 301A004 14519.000 M2 | 4.30000 62431.70| 4.59000 66642.21| 4.38500 63665.82 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 100 mm Compacted Thickness | | | 0320 301A012 59044.000 M2 | 5.25000 309981.00| 5.10000 301124.40| 5.80000 342455.20 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0330 306E000 1.000 EACH| 7400.00000 7400.00| 7400.00000 7400.00| 7975.00000 7975.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal Of Existing Device) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 10016 |(2) 30002 |(3) 01018 |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONST|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 327E000 4429.000 MTON| 30.15000 133534.35| 30.15000 133534.35| 37.97000 168169.13 Permeable Asphalt Treated Base | | | 0350 401A000 68931.000 M2 | 0.40000 27572.40| 0.40000 27572.40| 0.43000 29640.33 Bituminous Treatment A | | | 0360 401B108 27000.000 M2 | 1.10000 29700.00| 0.92000 24840.00| 0.96000 25920.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0370 405A000 14366.000 L | 0.30000 4309.80| 0.30000 4309.80| 0.31000 4453.46 Tack Coat | | | 0380 408A051 6530.000 M2 | 2.25000 14692.50| 2.25000 14692.50| 2.45000 15998.50 Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0390 410A002 1.000 EACH| 24000.00000 24000.00| 24000.00000 24000.00| 3400.00000 3400.00 Profilograph | | | 0400 420A011 203.000 MTON| 63.00000 12789.00| 62.50000 12687.50| 92.30000 18736.90 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0410 424A280 3473.000 MTON| 45.50000 158021.50| 45.00000 156285.00| 52.38000 181915.74 Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0420 424B281 9200.000 MTON| 34.75000 319700.00| 34.25000 315100.00| 40.53000 372876.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0430 424B289 444.000 MTON| 40.50000 17982.00| 40.00000 17760.00| 52.36000 23247.84 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0440 424B292 148.000 MTON| 41.50000 6142.00| 41.00000 6068.00| 46.05000 6815.40 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0450 424B581 7970.000 MTON| 30.80000 245476.00| 30.30000 241491.00| 37.40000 298078.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0460 424C240 10273.000 MTON| 33.00000 339009.00| 32.00000 328736.00| 37.51000 385340.23 Superpave Bituminous Concrete Base | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 10016 |(2) 30002 |(3) 01018 |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONST|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 424C280 9900.000 MTON| 31.80000 314820.00| 31.30000 309870.00| 37.06000 366894.00 Superpave Bituminous Concrete Base | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0480 450A001 12549.000 M2 | 52.64000 660579.36| 47.85000 600469.65| 50.24000 630461.76 Plain Cement Concrete Pavement, 250 | | | Millimeters Thick | | | 0490 450B000 357.000 M2 | 80.00000 28560.00| 65.00000 23205.00| 50.24000 17935.68 Reinforced Cement Concrete Bridge End | | | Slab | | | 0500 450I000 490.000 M | 17.60000 8624.00| 11.25000 5512.50| 16.80000 8232.00 Rumble Strips In Concrete Shoulder | | | Pavement | | | 0510 454A004 2823.000 M | 3.60000 10162.80| 3.60000 10162.80| 3.78000 10670.94 Cleaning And Sealing Concrete Pavement, | | | Type I, Joints (Longitudinal Edge | | | Joints) | | | 0520 502A000 1149012.000 KG | 1.03000 1183482.36| 0.88000 1011130.56| 0.95000 1091561.40 Steel Reinforcement | | | 0530 502A001 163380.000 KG | 1.03000 168281.40| 1.10000 179718.00| 1.15000 187887.00 Steel Reinforcement (Grade 400) | | | 0540 502B000 LUMP| 13000.00000 13000.00| 20000.00000 20000.00| 21000.00000 21000.00 Steel Reinforcement For Bridge | | | Superstructure, C/L Survey N.B.R., Sta. | | | 219+56.134 Approx. 15 840 kg | | | 0550 502B001 LUMP| 13000.00000 13000.00| 20000.00000 20000.00| 21000.00000 21000.00 Steel Reinforcement For Bridge | | | Superstructure C/L Survey S.B.R., Sta. | | | 219+56.134 Approx. 15 280 kg | | | 0560 502B002 LUMP| 25000.00000 25000.00| 35000.00000 35000.00| 36750.00000 36750.00 Steel Reinforcement For Bridge | | | Superstructure C/L Survey S.B.R. Sta. | | | 207+53.686, Approx. 30 086 kg | | | 0570 502B003 LUMP| 125000.00000 125000.00| 168670.21000 168670.21| 177103.72000 177103.72 Steel Reinforcement For Bridge | | | Superstructure C/L Flyover Ramp A, Sta. | | | 11+19.00 Approx.. 150 200 kg | | | 0580 502B004 LUMP| 90000.00000 90000.00| 123989.36000 123989.36| 130188.83000 130188.83 Steel Reinforcement For Bridge | | | Superstructure C/L Flyover Ramp B Sta. | | | 11+56.50 Approx. 110 240 kg | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 10016 |(2) 30002 |(3) 01018 |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONST|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 503A000 160.000 M3 | 125.00000 20000.00| 125.00000 20000.00| 131.25000 21000.00 Seal Concrete | | | 0600 503C000 8.000 M | 600.00000 4800.00| 650.00000 5200.00| 682.50000 5460.00 Core Drilling Seal Concrete Footings | | | 0610 505A002 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2100.00000 2100.00 Steel Test Piles (HP 310x79) | | | 0620 505B087 1.000 EACH| 6000.00000 6000.00| 5000.00000 5000.00| 5250.00000 5250.00 Dynamic Load Tests(HP 310 X 79) | | | 0630 505C002 774.000 M | 90.00000 69660.00| 90.00000 69660.00| 94.50000 73143.00 Steel Piling (HP 310x79) | | | 0640 505C006 387.000 M | 145.00000 56115.00| 200.00000 77400.00| 210.00000 81270.00 Steel Piling (HP 360x174) | | | 0650 505G003 100.000 EACH| 85.00000 8500.00| 90.00000 9000.00| 94.50000 9450.00 Pile Points (Type A, 310 mm) | | | 0660 505G004 20.000 EACH| 100.00000 2000.00| 100.00000 2000.00| 105.00000 2100.00 Pile Points (Type A, 360 mm) | | | 0670 505H000 8.000 M | 350.00000 2800.00| 1000.00000 8000.00| 1050.00000 8400.00 Pilot Holes | | | 0680 505I000 1600.000 M2 | 66.00000 105600.00| 50.00000 80000.00| 52.50000 84000.00 Temporary Steel Sheet Piling | | | 0690 508A000 8889.000 KG | 7.40000 65778.60| 4.50000 40000.50| 4.72500 42000.53 Structural Steel | | | 0700 508B000 1.000 EACH| 200000.00000 200000.00| 230000.00000 230000.00| 241500.00000 241500.00 Structural Steel Superstructure, (See | | | Plan Sheet 3 for Details) | | | 0710 508B001 1.000 EACH| 200000.00000 200000.00| 230000.00000 230000.00| 241500.00000 241500.00 Structural Steel Superstructure, (See | | | Plan Sheet 3 for details) | | | 0720 508B002 1.000 EACH| 150000.00000 150000.00| 200000.00000 200000.00| 210000.00000 210000.00 Structural Steel Superstructure, (See | | | Plan Sheet 3 for Details) | | | 0730 508B003 1.000 EACH| 60000.00000 60000.00| 75000.00000 75000.00| 78750.00000 78750.00 Structural Steel Superstructure, (See | | | Plan Sheet 3A for Details) | | | 0740 508B004 1.000 EACH| 80000.00000 80000.00| 100000.00000 100000.00| 105000.00000 105000.00 Structural Steel Superstructure, (See | | | Plan Sheet 3A for Details) | | | 0750 508B005 1.000 EACH| 140000.00000 140000.00| 180000.00000 180000.00| 189000.00000 189000.00 Structural Steel Superstructure, (See | | | Plan Sheet 3A for Details) | | | 0760 508B006 1.000 EACH| 80000.00000 80000.00| 100000.00000 100000.00| 105000.00000 105000.00 Structural Steel Superstructure, (See | | | Plan Sheet 3A for Details) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 10016 |(2) 30002 |(3) 01018 |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONST|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0770 508B007 1.000 EACH| 75000.00000 75000.00| 95000.00000 95000.00| 99750.00000 99750.00 Structural Steel Superstructure, (See | | | Plan Sheet 3A for Details) | | | 0780 508B008 1.000 EACH| 3040000.00000 3040000.00| 3954265.96000 3954265.96| 4151979.30000 4151979.30 Structural Steel Superstructure, (See | | | Plan Sheet 3A for Details) | | | 0790 508B009 1.000 EACH| 2625000.00000 2625000.00| 3383468.09000 3383468.09| 3552641.40000 3552641.40 Structural Steel Superstructure, (See | | | Plan Sheet 3A for Details) | | | 0800 508F000 LUMP| 20000.00000 20000.00| 27925.53000 27925.53| 29321.81000 29321.81 Bridge Deck Drainage System (Specialty | | | Item) | | | 0810 508F001 LUMP| 20000.00000 20000.00| 27925.53000 27925.53| 29321.81000 29321.81 Bridge Deck Draining System(Speciality | | | Item) | | | 0820 510A000 1444.000 M3 | 350.00000 505400.00| 275.00000 397100.00| 288.75000 416955.00 Bridge Substructure Concrete, Class A | | | 0830 510C051 LUMP| 60000.00000 60000.00| 80000.00000 80000.00| 84000.00000 84000.00 Bridge Concrete Superstructure, C/L | | | Survey N.B.R., Sta. 219+56.134 Approx. | | | 97 cu m | | | 0840 510C052 LUMP| 60000.00000 60000.00| 75000.00000 75000.00| 78750.00000 78750.00 Bridge Concrete Superstructure, C/L | | | Survey S.B.R., Sta. 219+56.134 Approx. | | | 95 cu m | | | 0850 510C053 LUMP| 100000.00000 100000.00| 155000.00000 155000.00| 162750.00000 162750.00 Bridge Concrete Superstructure, C/L | | | Survey S.B.R., Sta. 207+53.686 Approx. | | | 235 cu m | | | 0860 510C054 LUMP| 340000.00000 340000.00| 642287.23000 642287.23| 674401.59000 674401.59 Bridge Concrete Superstructure, C/L | | | Flyover Ramp A, STA. 11+19.00 Approx. | | | 1080 cu m | | | 0870 510C055 LUMP| 260000.00000 260000.00| 418882.98000 418882.98| 439827.13000 439827.13 Bridge Concrete Superstructure, C/L | | | Flyover Ramp B Sta. 11+56.50 Approx. | | | 805 cu m | | | 0880 510E000 4987.000 M2 | 2.00000 9974.00| 2.79000 13913.73| 2.93000 14611.91 Grooving Concrete Bridge Decks | | | 0890 511A004 55.000 EACH| 1500.00000 82500.00| 3239.36000 178164.80| 3400.00000 187000.00 Elastomeric Bearings, Type 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 10016 |(2) 30002 |(3) 01018 |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONST|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 511A005 30.000 EACH| 3000.00000 90000.00| 2792.55000 83776.50| 2932.18000 87965.40 Elastometric Bearings, Type 5 | | | 0910 524A011 4283.000 M3 | 230.00000 985090.00| 212.99000 912236.17| 201.40000 862596.20 Culvert Concrete (Cast In Place) | | | 0920 524B011 99.000 M3 | 445.00000 44055.00| 392.37000 38844.63| 448.35000 44386.65 Culvert Concrete Extension (Cast In | | | Place) | | | 0930 525A000 3817.000 M3 | 250.00000 954250.00| 337.31000 1287512.27| 401.10000 1530998.70 Retaining Wall Concrete | | | 0940 529A001 1837.000 M2 | 370.00000 679690.00| 257.14000 472366.18| 313.92000 576671.04 Concrete Retaining Wall | | | 0950 530A001 306.000 M | 85.00000 26010.00| 72.28000 22117.68| 117.92000 36083.52 450 mm Roadway Pipe (Class 3 R.C.) | | | 0960 530A002 246.000 M | 92.00000 22632.00| 104.79000 25778.34| 104.07000 25601.22 600 mm Roadway Pipe (Class 3 R.C.) | | | 0970 530A003 27.000 M | 138.00000 3726.00| 142.71000 3853.17| 129.68000 3501.36 750 mm Roadway Pipe (Class 3 R.C.) | | | 0980 530A008 3.000 M | 670.00000 2010.00| 381.36000 1144.08| 1206.59000 3619.77 1500 mm Roadway Pipe (Class 3 R.C.) | | | 0990 530A010 61.000 M | 555.00000 33855.00| 529.32000 32288.52| 504.82000 30794.02 1800 mm Roadway Pipe (Class 3 R.C.) | | | 1000 530A101 9.000 M | 100.00000 900.00| 72.28000 650.52| 92.21000 829.89 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 1010 530A108 12.000 M | 400.00000 4800.00| 381.36000 4576.32| 359.73000 4316.76 1500 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 1020 530A373 24.000 M | 155.00000 3720.00| 137.50000 3300.00| 118.97000 2855.28 450mm Roadway Pipe,Class C-1 | | | Bedding(Class 5 R.C.) | | | 1030 530A375 68.000 M | 330.00000 22440.00| 298.55000 20301.40| 134.52000 9147.36 750mm Roadway Pipe,Class C-1 | | | Bedding(Class 5 R.C.) | | | 1040 530A801 17.000 M | 145.00000 2465.00| 82.02000 1394.34| 95.70000 1626.90 450 mm Roadway Pipe (2.0 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 1050 530A807 25.000 M | 145.00000 3625.00| 82.02000 2050.50| 106.93000 2673.25 450 mm Roadway Pipe (3.5 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 10016 |(2) 30002 |(3) 01018 |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONST|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1060 530B002 28.000 M | 150.00000 4200.00| 152.56000 4271.68| 146.87000 4112.36 725 mm Span X 460 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 1070 600A000 LUMP| 2650000.00000 2650000.00| 1647000.00000 1647000.00| 1451200.00000 1451200.00 Mobilization | | | 1080 601A000 1.000 EACH| 6000.00000 6000.00| 5000.00000 5000.00| 20427.24000 20427.24 Furnishing Base, Soil And Structure | | | Laboratories | | | 1090 602A000 43.000 EACH| 75.00000 3225.00| 120.00000 5160.00| 80.60000 3465.80 Right Of Way Markers | | | 1100 602B000 1.000 EACH| 285.00000 285.00| 120.00000 120.00| 110.04000 110.04 Land Survey Markers | | | 1110 603A002 1.000 EACH| 50000.00000 50000.00| 37000.00000 37000.00| 51666.30000 51666.30 Furnishing Type 3 Field Office | | | 1120 604A000 19749.000 M2 | 1.30000 25673.70| 1.44000 28438.56| 1.98000 39103.02 Separative Geotextile | | | 1130 605A002 4568.000 M | 15.00000 68520.00| 15.95000 72859.60| 10.34000 47233.12 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 1140 605B000 20.000 EACH| 350.00000 7000.00| 350.00000 7000.00| 223.44000 4468.80 Special Underdrain Outlet, Type A | | | 1150 606A000 305.000 M | 30.00000 9150.00| 27.89000 8506.45| 25.39000 7743.95 150 mm Underdrain Pipe | | | 1160 610C001 5732.000 MTON| 19.00000 108908.00| 20.12000 115327.84| 19.82000 113608.24 Loose Riprap, Class 2 | | | 1170 610D003 4671.000 M2 | 2.00000 9342.00| 4.78000 22327.38| 1.37000 6399.27 Filter Blanket, Geotextile | | | 1180 614A000 674.000 M3 | 266.20000 179418.80| 238.02000 160425.48| 254.10000 171263.40 Slope Paving | | | 1190 614A001 178.000 M3 | 300.00000 53400.00| 295.00000 52510.00| 308.70000 54948.60 Slope Paving (Under Bridges) | | | 1200 617A001 6837.000 M2 | 3.80000 25980.60| 1.10000 7520.70| 3.68000 25160.16 Bituminous Treated Glass Fiber Flumes | | | (Double Application) | | | 1210 619A002 6.000 EACH| 425.00000 2550.00| 476.04000 2856.24| 630.00000 3780.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 1220 619A003 3.000 EACH| 500.00000 1500.00| 581.82000 1745.46| 656.25000 1968.75 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 1230 619A004 1.000 EACH| 725.00000 725.00| 661.16000 661.16| 708.75000 708.75 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 10016 |(2) 30002 |(3) 01018 |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONST|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1240 619A009 1.000 EACH| 2750.00000 2750.00| 1057.86000 1057.86| 2310.00000 2310.00 1500 mm Roadway Pipe End Treatment, | | | Class 1 | | | 1250 619A061 2.000 EACH| 6200.00000 12400.00| 1269.44000 2538.88| 2625.00000 5250.00 1800mm Roadway Pipe End Treatment, | | | Class 2 | | | 1260 619B017 2.000 EACH| 325.00000 650.00| 793.40000 1586.80| 1050.00000 2100.00 725 mm Span, 460 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 1270 620A000 5.000 M3 | 1540.00000 7700.00| 211.57000 1057.85| 1470.00000 7350.00 Minor Structure Concrete | | | 1280 621A000 9.000 EACH| 2200.00000 19800.00| 1481.01000 13329.09| 2100.00000 18900.00 Junction Boxes, Type 1, 1P Or 5 | | | 1290 621A004 6.000 EACH| 4400.00000 26400.00| 1904.15000 11424.90| 4200.00000 25200.00 Junction Boxes, Type 4 | | | 1300 621A058 2.000 EACH| 4400.00000 8800.00| 2644.66000 5289.32| 4200.00000 8400.00 Junction Boxes,Type 3 (Modified) | | | 1310 621B000 5.000 EACH| 550.00000 2750.00| 528.93000 2644.65| 525.00000 2625.00 Junction Box Units, Type 1, 1P Or 5 | | | 1320 621B004 4.000 EACH| 880.00000 3520.00| 528.93000 2115.72| 840.00000 3360.00 Junction Box Units, Type 4 | | | 1330 621C015 2.000 EACH| 3300.00000 6600.00| 1798.37000 3596.74| 3150.00000 6300.00 Inlets, Type S1 Or S3 (1 Wing) | | | 1340 621C020 6.000 EACH| 1980.00000 11880.00| 1375.22000 8251.32| 1890.00000 11340.00 Inlets, Type Y | | | 1350 621C069 5.000 EACH| 4400.00000 22000.00| 2644.66000 13223.30| 4200.00000 21000.00 Inlets, Type E3 | | | 1360 621C070 2.000 EACH| 5500.00000 11000.00| 3173.59000 6347.18| 5250.00000 10500.00 Inlets, Type E4 | | | 1370 621C074 2.000 EACH| 5500.00000 11000.00| 3702.52000 7405.04| 5250.00000 10500.00 Inlets, Type E3 (Modified) | | | 1380 621D015 3.000 EACH| 550.00000 1650.00| 423.15000 1269.45| 525.00000 1575.00 Inlet Units, Type S1 Or S3 | | | 1390 621D019 9.000 EACH| 550.00000 4950.00| 528.93000 4760.37| 525.00000 4725.00 Inlet Units, Type Y | | | 1400 621D046 5.000 EACH| 1100.00000 5500.00| 634.72000 3173.60| 1050.00000 5250.00 Inlet Units, Type E3 | | | 1410 621D047 1.000 EACH| 1100.00000 1100.00| 740.50000 740.50| 1050.00000 1050.00 Inlet Units, Type E4 | | | 1420 621E015 5.000 EACH| 3500.00000 17500.00| 1425.00000 7125.00| 2625.00000 13125.00 Manholes, Type M (Sanitary) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 10016 |(2) 30002 |(3) 01018 |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONST|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1430 621F015 23.000 EACH| 425.00000 9775.00| 330.00000 7590.00| 1260.00000 28980.00 Manhole Units,Type M (Sanitary) | | | 1440 621I000 3.000 EACH| 2750.00000 8250.00| 5289.32000 15867.96| 2625.00000 7875.00 Stilling Basins, Type 00 | | | 1450 621I007 1.000 EACH| 33000.00000 33000.00| 37025.21000 37025.21| 31500.00000 31500.00 Stilling Basins, Type 7 | | | 1460 623C000 454.000 M | 43.56000 19776.24| 39.60000 17978.40| 41.58000 18877.32 Combination Curb & Gutter, Type C | | | 1470 629A004 452.000 M | 414.70000 187444.40| 377.00000 170404.00| 395.85000 178924.20 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 1480 629A008 35.000 M | 270.60000 9471.00| 246.00000 8610.00| 258.30000 9040.50 Concrete Median Or Safety Barrier, Type | | | 5 | | | 1490 629A021 26.000 M | 151.80000 3946.80| 138.00000 3588.00| 144.90000 3767.40 Concrete Median Or Safety Barrier, Type | | | 1 | | | 1500 629A023 29.000 M | 297.00000 8613.00| 270.00000 7830.00| 283.50000 8221.50 Concrete Median Or Safety Barrier, Type | | | 5 (Special) | | | 1510 629A034 1248.000 M | 86.90000 108451.20| 79.00000 98592.00| 82.95000 103521.60 Concrete Median Or Safety Barrier, Type | | | 4A | | | 1520 629A035 246.000 M | 151.80000 37342.80| 138.00000 33948.00| 144.90000 35645.40 Concrete Median Or Safety Barrier, Type | | | 8 | | | 1530 630A000 2103.000 M | 35.00000 73605.00| 35.00000 73605.00| 37.24000 78315.72 Steel Beam Guardrail, Class A, Type 1 | | | 1540 630C001 17.000 EACH| 450.00000 7650.00| 450.00000 7650.00| 730.28000 12414.76 Guardrail End Anchor, Type 8 | | | 1550 630C003 11.000 EACH| 950.00000 10450.00| 950.00000 10450.00| 1067.33000 11740.63 Guardrail End Anchor, Type 13 | | | 1560 630C050 9.000 EACH| 1350.00000 12150.00| 1350.00000 12150.00| 2078.48000 18706.32 Guardrail End Anchor, Type 20 Series | | | 1570 630C070 17.000 EACH| 1150.00000 19550.00| 1150.00000 19550.00| 1438.08000 24447.36 Guardrail End Anchor, Type 10 Series | | | 1580 634A002 2450.000 M | 29.00000 71050.00| 8.90000 21805.00| 9.35000 22907.50 Industrial Fence, 1.83 Meters High | | | 1590 645A091 297.000 M | 850.00000 252450.00| 659.44000 195853.68| 735.00000 218295.00 406.4 mm D.I. Sanitary Sewer Pipe | | | (Class 52) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 10016 |(2) 30002 |(3) 01018 |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONST|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1600 645A146 57.000 M | 1100.00000 62700.00| 770.99000 43946.43| 1470.00000 83790.00 406.4 Millimeter D.I.Sanitary Sewer | | | Pipe(Class 52) (Class B Concrete | | | Encased) | | | 1610 645A156 145.000 M | 1550.00000 224750.00| 951.43000 137957.35| 1260.00000 182700.00 406.4 Millimeter D.I. Sanitary Sewer | | | Pipe(Class 56) (Class A Concrete | | | Encased With Reinforcement) | | | 1620 650B000 28327.000 M3 | 2.50000 70817.50| 4.25000 120389.75| 2.73000 77332.71 Topsoil From Stockpiles | | | 1630 651B000 76.000 MTON| 25.00000 1900.00| 26.31000 1999.56| 34.65000 2633.40 Agricultural Limestone | | | 1640 651C000 45.000 MTON| 300.00000 13500.00| 315.78000 14210.10| 231.00000 10395.00 8-8-8 Commercial Fertilizer | | | 1650 651F000 4.000 MTON| 350.00000 1400.00| 368.41000 1473.64| 277.20000 1108.80 Ammonium Nitrate | | | 1660 652A050 18.000 HA | 803.00000 14454.00| 845.24000 15214.32| 1492.05000 26856.90 Seeding (Mix 1A) | | | 1670 652A053 9.000 HA | 803.00000 7227.00| 845.24000 7607.16| 1557.15000 14014.35 Seeding (Mix 1E) | | | 1680 652B050 9.000 HA | 740.00000 6660.00| 778.92000 7010.28| 1245.30000 11207.70 Temporary Seeding (Mix 1AT) | | | 1690 652C000 27.000 HA | 74.00000 1998.00| 77.89000 2103.03| 130.20000 3515.40 Mowing | | | 1700 652D050 9.000 HA | 740.00000 6660.00| 778.92000 7010.28| 1492.05000 13428.45 Seeding In Stubble (Mix 1A) | | | 1710 654A000 1435.000 M2 | 4.00000 5740.00| 4.21000 6041.35| 4.41000 6328.35 Solid Sodding | | | 1720 656A000 18.000 HA | 988.40000 17791.20| 1040.39000 18727.02| 843.15000 15176.70 Mulching, Class A, Type 1 | | | 1730 656A001 9.000 HA | 988.40000 8895.60| 1040.39000 9363.51| 1037.40000 9336.60 Mulching, Class A, Type 2 | | | 1740 659A000 6000.000 M2 | 3.50000 21000.00| 3.68000 22080.00| 2.15000 12900.00 Erosion Control Netting, Class A | | | 1750 665A000 9.000 HA | 740.00000 6660.00| 778.92000 7010.28| 778.05000 7002.45 Temporary Seeding | | | 1760 665B000 9.000 HA | 740.00000 6660.00| 778.92000 7010.28| 778.05000 7002.45 Temporary Mulching | | | 1770 665C000 30.000 M | 75.00000 2250.00| 52.49000 1574.70| 63.00000 1890.00 375 mm Temporary Pipe | | | 1780 665F000 1808.000 EACH| 7.50000 13560.00| 5.25000 9492.00| 6.33000 11444.64 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 10016 |(2) 30002 |(3) 01018 |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONST|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1790 665G000 600.000 EACH| 6.50000 3900.00| 6.50000 3900.00| 3.71000 2226.00 Sand Bags | | | 1800 665I000 220.000 MTON| 28.00000 6160.00| 20.12000 4426.40| 29.39000 6465.80 Temporary Riprap, Class 2 | | | 1810 665J000 7214.000 M | 6.50000 46891.00| 9.85000 71057.90| 11.48000 82816.72 Silt Fence, Type A | | | 1820 665K000 216.000 M3 | 11.00000 2376.00| 8.04000 1736.64| 18.12000 3913.92 Drainage Sump Excavation | | | 1830 666A001 27.000 HA | 74.00000 1998.00| 52.63000 1421.01| 77.70000 2097.90 Pest Control Treatment | | | 1840 680A000 LUMP| 220000.00000 220000.00| 157000.00000 157000.00| 192150.00000 192150.00 Engineering Controls | | | 1850 701A028 8.000 KM | 979.00000 7832.00| 979.00000 7832.00| 1027.95000 8223.60 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 1860 701A032 7.000 KM | 979.00000 6853.00| 979.00000 6853.00| 1027.95000 7195.65 Solid Yellow, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 1870 701A038 1.000 KM | 634.00000 634.00| 634.00000 634.00| 665.70000 665.70 Broken Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1880 701A041 8.000 KM | 634.00000 5072.00| 634.00000 5072.00| 665.70000 5325.60 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1890 701A061 13.000 KM | 3669.50000 47703.50| 3669.50000 47703.50| 3852.98000 50088.74 Broken White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1900 701A065 5.000 KM | 10020.00000 50100.00| 10020.00000 50100.00| 10521.00000 52605.00 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1910 701A073 5.000 KM | 10609.00000 53045.00| 10609.00000 53045.00| 11139.45000 55697.25 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1920 701B009 610.000 M | 2.76000 1683.60| 2.76000 1683.60| 2.90000 1769.00 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 1930 701B016 270.000 M | 12.22000 3299.40| 12.22000 3299.40| 12.83000 3464.10 Dotted, Class 3W, Type A Traffic Stripe | | | (150 mm Wide) | | | 1940 701C000 7.000 KM | 199.00000 1393.00| 199.00000 1393.00| 208.95000 1462.65 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 10016 |(2) 30002 |(3) 01018 |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONST|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1950 701C001 12.000 KM | 224.00000 2688.00| 224.00000 2688.00| 235.20000 2822.40 Solid Temporary Traffic Stripe | | | 1960 701C006 4.000 KM | 3728.00000 14912.00| 3728.00000 14912.00| 3914.40000 15657.60 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1970 701C009 2.000 KM | 1740.00000 3480.00| 1740.00000 3480.00| 1827.00000 3654.00 Broken Temporary Traffic Stripe | | | (Removable Tape) | | | 1980 701D008 11.000 KM | 808.00000 8888.00| 808.00000 8888.00| 848.40000 9332.40 Solid Traffic Stripe Removed (Plastic) | | | 1990 701D009 3.000 KM | 497.00000 1491.00| 497.00000 1491.00| 521.85000 1565.55 Solid Traffic Stripe Removed (Tape) | | | 2000 701D015 14.000 KM | 684.00000 9576.00| 684.00000 9576.00| 718.20000 10054.80 Broken Traffic Stripe Removed (Plastic) | | | 2010 701D016 3.000 KM | 497.00000 1491.00| 497.00000 1491.00| 521.85000 1565.55 Broken Traffic Stripe Removed (Tape) | | | 2020 703A002 808.000 M2 | 20.00000 16160.00| 20.00000 16160.00| 21.00000 16968.00 Traffic Control Markings, Class 2, Type | | | A | | | 2030 703B002 35.000 M2 | 30.00000 1050.00| 30.00000 1050.00| 31.50000 1102.50 Traffic Control Legends, Class 2, Type A| | | 2040 703C001 391.000 M2 | 32.00000 12512.00| 32.00000 12512.00| 33.60000 13137.60 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 2050 703D000 411.000 M2 | 27.00000 11097.00| 27.00000 11097.00| 28.35000 11651.85 Temporary Traffic Control Markings(Tape)| | | 2060 703D001 10.000 M2 | 14.00000 140.00| 14.00000 140.00| 14.70000 147.00 Temporary Traffic Control Markings | | | 2070 705A030 18.000 EACH| 5.25000 94.50| 5.25000 94.50| 5.51000 99.18 Pavement Markers, Class A-H, Type 2-C | | | 2080 705A031 1986.000 EACH| 5.00000 9930.00| 5.00000 9930.00| 5.25000 10426.50 Pavement Markers, Class A-H, Type 1-A | | | 2090 705A032 216.000 EACH| 5.00000 1080.00| 5.00000 1080.00| 5.25000 1134.00 Pavement Markers, Class A-H, Type 1-B | | | 2100 705A037 15.000 EACH| 5.25000 78.75| 5.25000 78.75| 5.51000 82.65 Pavement Markers, Class A-H, Type 2-D | | | 2110 707B003 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 224.70000 224.70 Type A Hazard Marker Installation | | | 2120 710A028 2.000 M2 | 160.00000 320.00| 160.00000 320.00| 179.76000 359.52 Class 2,Aluminum Flat Sign Panels 1.016 | | | Millimeter Thickness(Type III Or Type | | | IV Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 10016 |(2) 30002 |(3) 01018 |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONST|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2130 710A115 53.000 M2 | 156.00000 8268.00| 156.00000 8268.00| 174.32000 9238.96 Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 2140 710A116 200.000 M2 | 215.00000 43000.00| 215.00000 43000.00| 241.55000 48310.00 Class 2, Alum Multi Flat Sign Panels | | | 3.175 mm Thick or Steel Multi Flat Sign | | | Panels 2.657 Thick (Ty III or IV | | | Background) | | | 2150 710A118 29.000 M2 | 305.00000 8845.00| 305.00000 8845.00| 342.68000 9937.72 Class 2, Aluminum Flat Sign Panels | | | 3.175 mm Thick Or Steel Flat Sign | | | Panels2.657 mm Thick (Ty III Or Ty IV | | | Background) | | | 2160 710A119 39.000 M2 | 242.00000 9438.00| 242.00000 9438.00| 282.39000 11013.21 Class 2A, Alum Flat Sign Panels 3.175 | | | mm Thick Or Steel Flat Sign Panels | | | 2.657 mm Thick (Type III Or Type IV | | | Background) | | | 2170 710B001 201.000 M | 19.50000 3919.50| 19.50000 3919.50| 21.91000 4403.91 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 2180 710B006 48.000 M | 112.00000 5376.00| 112.00000 5376.00| 125.83000 6039.84 Roadway Sign Post (S100 x 11 Steel Beam)| | | 2190 710B007 42.000 M | 180.00000 7560.00| 180.00000 7560.00| 202.23000 8493.66 Roadway Sign Post (W150 x 22 Steel Beam)| | | 2200 710B008 46.000 M | 187.50000 8625.00| 187.50000 8625.00| 210.66000 9690.36 Roadway Sign Post (W200 x 27 Steel Beam)| | | 2210 710B010 33.000 M | 121.00000 3993.00| 121.00000 3993.00| 135.94000 4486.02 Roadway Sign Post (W150 x 14 Steel Beam)| | | 2220 710B012 15.000 M | 125.00000 1875.00| 125.00000 1875.00| 140.44000 2106.60 Roadway Sign Post (W200 x 31 Steel Beam)| | | 2230 710B019 4.000 M | 150.00000 600.00| 150.00000 600.00| 168.53000 674.12 Roadway Sign Post (87.5 mm x 87.5 mm x | | | 6.25 mm Square Tubular Steel) | | | 2240 710C000 LUMP| 31000.00000 31000.00| 31000.00000 31000.00| 34828.50000 34828.50 Removal Of Existing Roadway Signs | | | 2250 715A000 LUMP| 32600.00000 32600.00| 32600.00000 32600.00| 36626.10000 36626.10 Overhead Roadway Sign Structure (C/L | | | Survey N.B.R. Station 210+26) (OHSB-1) | | | 2260 715A001 LUMP| 23500.00000 23500.00| 23500.00000 23500.00| 26402.25000 26402.25 Overhead Roadway Sign Structure (C/L | | | Survey S.B.R. Station 219+00) (OHC-2) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 10016 |(2) 30002 |(3) 01018 |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONST|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2270 715A002 LUMP| 21500.00000 21500.00| 21500.00000 21500.00| 24155.25000 24155.25 Overhead Roadway Sign Structure (C/L | | | Survey S.B.R. Station 223+00) (OHC-3) | | | 2280 715A003 LUMP| 37100.00000 37100.00| 37100.00000 37100.00| 41681.85000 41681.85 Overhead Roadway Sign Structure (C/L | | | Survey S.B.R. Station 225+61) (OHC-4) | | | 2290 715A004 LUMP| 36100.00000 36100.00| 36100.00000 36100.00| 40768.35000 40768.35 Overhead Roadway Sign Structure (C/L | | | Survey N.B.R. Station 230+50) (OHC-5) | | | 2300 715A005 LUMP| 33250.00000 33250.00| 33250.00000 33250.00| 37356.38000 37356.38 Overhead Roadway Sign Structure (C/L | | | Survey S.B.R. Station 231+40) (OHC-6) | | | 2310 715A006 LUMP| 36150.00000 36150.00| 36150.00000 36150.00| 40614.00000 40614.00 Overhead Roadway Sign Structure (C/L | | | Survey N.B.R. Station 233+79) (OHC-7) | | | 2320 715A007 LUMP| 29200.00000 29200.00| 29200.00000 29200.00| 32785.20000 32785.20 Overhead Roadway Sign Structure (C/L | | | Survey S.B.R. Station 240+60) (OHC-8) | | | 2330 726A000 700.000 M | 78.90000 55230.00| 68.90000 48230.00| 82.85000 57995.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 2340 726A001 9.000 M | 167.00000 1503.00| 590.54000 5314.86| 175.35000 1578.15 Portable Concrete Safety Barriers, Type | | | 6-A | | | 2350 726D000 3.000 EACH| 24420.00000 73260.00| 24000.00000 72000.00| 25651.50000 76954.50 Portable Impact Attenuator (Model # | | | QZ2408Y) | | | 2360 730D010 LUMP| 6020.79000 6020.79| 6369.17000 6369.17| 3675.00000 3675.00 Furnishing And Installing Traffic | | | Control System (Partial) (Galleria | | | Boulevard @ SR 150) | | | 2370 730G001 4.000 EACH| 5766.21000 23064.84| 6099.86000 24399.44| 4200.00000 16800.00 Metal Traffic Signal Strain Pole | | | 2380 730G003 1.000 EACH| 3828.91000 3828.91| 4050.46000 4050.46| 787.50000 787.50 Metal Traffic Signal Strain Pole | | | (Pedestal) | | | 2390 730H000 1130.000 M | 9.48000 10712.40| 10.03000 11333.90| 8.40000 9492.00 Loop Detector | | | 2400 730I000 410.000 M | 2.90000 1189.00| 3.07000 1258.70| 3.15000 1291.50 Shielded Loop Detector Home-Run Cable | | | 2410 730J000 10.000 EACH| 126.33000 1263.30| 133.53000 1335.30| 183.75000 1837.50 Loop Detector Amplifier | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -17 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 10016 |(2) 30002 |(3) 01018 |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONST|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2420 730K000 3.000 EACH| 231.87000 695.61| 245.29000 735.87| 315.00000 945.00 Traffic Signal Junction Box | | | 2430 730L012 6.000 M | 8.21000 49.26| 8.69000 52.14| 16.80000 100.80 Non-Metallic Conduit, 27 mm | | | 2440 730L015 17.000 M | 6.11000 103.87| 6.46000 109.82| 18.90000 321.30 Non-Metallic Conduit, 53 mm | | | 2450 730L031 3.000 M | 5.55000 16.65| 5.87000 17.61| 14.70000 44.10 Metallic Conduit, 21 mm | | | 2460 730L032 20.000 M | 9.48000 189.60| 10.03000 200.60| 17.85000 357.00 Metallic Conduit, 27 mm | | | 2470 730N001 4.000 EACH| 624.86000 2499.44| 661.02000 2644.08| 787.50000 3150.00 Luminaire Extension Assembly, 3.7 M | | | 2480 730P001 11.000 EACH| 353.33000 3886.63| 373.77000 4111.47| 462.00000 5082.00 Vehicular Signal Head, 300 mm 3 Section | | | 2490 730R003 1.000 EACH| 7321.42000 7321.42| 7745.06000 7745.06| 8400.00000 8400.00 Traffic Controller, Type III, 8 Phase | | | 2500 730S000 1.000 EACH| 4836.54000 4836.54| 5116.40000 5116.40| 6825.00000 6825.00 Furnishing And Installing Preemption | | | Unit For Emergency Vehicles | | | 2510 731A001 1.000 EACH| 2438.55000 2438.55| 2579.65000 2579.65| 5040.00000 5040.00 Traffic Counting Units, Type B | | | 2520 731A002 1.000 EACH| 3035.88000 3035.88| 3211.55000 3211.55| 5460.00000 5460.00 Traffic Counting Units, Type C | | | 2530 731A003 2.000 EACH| 3120.89000 6241.78| 3301.47000 6602.94| 5775.00000 11550.00 Traffic Counting Units, Type D | | | 2540 734J000 1.000 EACH| 1981.22000 1981.22| 2095.86000 2095.86| 577.50000 577.50 Commbox F1 | | | 2550 740B000 149.000 M2 | 81.00000 12069.00| 89.50000 13335.50| 94.61000 14096.89 Construction Signs | | | 2560 740C000 8.000 M2 | 250.00000 2000.00| 94.75000 758.00| 100.17000 801.36 Special Construction Signs | | | 2570 740D000 450.000 EACH| 40.00000 18000.00| 50.52000 22734.00| 38.85000 17482.50 Channelizing Drums | | | 2580 740F002 14.000 EACH| 190.00000 2660.00| 189.50000 2653.00| 210.00000 2940.00 Barricades, Type III | | | 2590 740I005 7.000 EACH| 700.00000 4900.00| 884.18000 6189.26| 934.50000 6541.50 Warning Lights, Type B (Detachable Head)| | | 2600 740L004 30.000 EACH| 40.00000 1200.00| 105.25000 3157.50| 111.30000 3339.00 Vertical Panel, Type II (Single-Sided) | | | 2610 741C010 2.000 EACH| 5000.00000 10000.00| 5631.41000 11262.82| 6300.00000 12600.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -18 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 10016 |(2) 30002 |(3) 01018 |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONST|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2620 742C000 2.000 EACH| 5000.00000 10000.00| 70000.00000 140000.00| 7875.00000 15750.00 State Furnished Portable Changeable | | | Message Signs, Type 2 | | | 2630 745A000 480.000 HOUR| 35.00000 16800.00| 27.00000 12960.00| 26.25000 12600.00 Uniformed Police Officer | | | 2640 750A000 19.000 EACH| 22599.64000 429393.16| 23907.32000 454239.08| 26617.50000 505732.50 High Mast Lighting Assembly | | | 2650 750B260 36.000 EACH| 4377.54000 157591.44| 4630.84000 166710.24| 6074.25000 218673.00 Segmented Reflector Luminaire Assembly | | | With ILD, Single | | | 2660 750B261 17.000 EACH| 6893.38000 117187.46| 7292.25000 123968.25| 9581.25000 162881.25 Segmented Reflector Luminaire Assembly | | | With ILD, Double | | | 2670 750B270 59.000 EACH| 4181.79000 246725.61| 4423.76000 261001.84| 5948.25000 350946.75 Offset Luminaire Assembly With ILD, | | | Single | | | 2675 750B271 10.000 EACH| 5404.18000 54041.80| 5716.88000 57168.80| 9465.75000 94657.50 Offset Luminaire Assembly With ILD, | | | Double | | | 2680 750B320 8.000 EACH| 1100.81000 8806.48| 1164.51000 9316.08| 876.75000 7014.00 Underpass Luminaire Assembly, Type 1 | | | 2690 750C000 9.000 EACH| 830.07000 7470.63| 878.10000 7902.90| 1260.00000 11340.00 Electrical Junction Box, Type 1 | | | 2700 750C002 56.000 EACH| 775.72000 43440.32| 820.61000 45954.16| 787.50000 44100.00 Electrical Junction Box, Type 3 | | | 2710 750D106 2822.000 M | 6.11000 17242.42| 6.46000 18230.12| 17.33000 48905.26 Non-Metallic Conduit, 53 mm | | | 2720 750D152 320.000 M | 5.55000 1776.00| 5.87000 1878.40| 19.43000 6217.60 Metallic Conduit, 21 mm | | | 2730 750D158 60.000 M | 24.41000 1464.60| 25.82000 1549.20| 99.75000 5985.00 Metallic Conduit, 78 mm | | | 2740 750E002 958.000 M | 0.57000 546.06| 0.60000 574.80| 1.05000 1005.90 Conductor, #10 AWG | | | 2750 750E004 2504.000 M | 0.92000 2303.68| 0.97000 2428.88| 2.10000 5258.40 Conductor, #6 AWG | | | 2760 750E005 2089.000 M | 1.30000 2715.70| 1.38000 2882.82| 2.63000 5494.07 Conductor, #4 AWG | | | 2770 750E006 2159.000 M | 1.92000 4145.28| 2.03000 4382.77| 3.68000 7945.12 Conductor, #2 AWG | | | 2780 750F001 1.000 EACH| 5926.78000 5926.78| 6269.72000 6269.72| 7822.50000 7822.50 Lighting Control Center, Type G | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 002 -19 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000825002 COUNTIES : JEFFERSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 10016 |(2) 30002 |(3) 01018 |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONST|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2790 750J100 30.000 EACH| 350.71000 10521.30| 371.00000 11130.00| 367.50000 11025.00 Remove Cobra Head Luminaire Assembly | | | 2800 750M200 6.000 EACH| 250.28000 1501.68| 264.76000 1588.56| 2625.00000 15750.00 Remove High Mast Pole Foundation | | | 2810 750M201 30.000 EACH| 166.85000 5005.50| 176.50000 5295.00| 525.00000 15750.00 Remove Roadway Pole Foundation, Concrete| | | 2820 750N010 19.000 EACH| 5119.66000 97273.54| 5415.90000 102902.10| 9975.00000 189525.00 High Mast Pole Foundation | | | 2830 750N011 43.000 EACH| 2709.32000 116500.76| 2866.09000 123241.87| 1785.00000 76755.00 Roadway Pole Foundation, Concrete | | | 2840 750N012 25.000 EACH| 1213.96000 30349.00| 1284.20000 32105.00| 645.75000 16143.75 Roadway Pole Foundation, Auger Base | | | 2850 750P000 922.000 M | 6.08000 5605.76| 6.43000 5928.46| 15.23000 14042.06 Combined Duct And Cable, 3 #6 AWG | | | 2860 750P003 6561.000 M | 6.86000 45008.46| 7.05000 46255.05| 15.23000 99924.03 Combined Duct And Cable, 2 #4, 1 #6 AWG | | | 2870 750P006 2994.000 M | 9.80000 29341.20| 9.31000 27874.14| 17.33000 51886.02 Combined Duct And Cable, 2 #2, 1 #6 AWG | | | 2880 756A020 190.000 M | 90.54000 17202.60| 95.78000 18198.20| 57.75000 10972.50 53 mm Electrical Conduit, 1 Line, Type | | | 5 Installation | | | 2890 756A022 258.000 M | 101.73000 26246.34| 107.62000 27765.96| 73.50000 18963.00 103 mm Electrical Conduit, 1 Line, Type | | | 5 Installation | | | 2900 998A000 LUMP| 0.80000 0.80| 0.00000 0.00| 1.37000 1.37 Construction Fuel (Maximum Bid Limited | | | To $ 1,992,000.00) | | | 2910 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 | $ 28,478,981.39| $ 30,559,828.18| $ 30,961,894.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 28,478,981.39| $ 30,559,828.18| $ 30,961,894.74 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 CONTRACT TIME : 430 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : APD-235(45) for constructing the Grade, Drain, Pave, Traffic Stripe, I-565-5(69) Signals, Signing, Lighting, and Bridges on Mainline, Service Roads, Side Streets and Ramps on I-565 at S.R. #2 (U.S. #72) & Maysville Road Interchange in Huntsville. Length - 2.252 km. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 18,258,982.91 100.0000% 2 10016 JONES BROS., INC. $ 18,652,583.15 102.1556% 3 18024 RACON, INC. $ 19,437,425.08 106.4540% 4 19074 S & M EQUIPMENT CO., INC. $ 19,864,648.74 108.7938% 5 23009 WHITAKER CONTRACTING CORPORATION $ 20,020,798.58 109.6490% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 10016 |(3) 18024 |APAC-ALABAMA, INC. |JONES BROS., INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 201A000 LUMP| 1209782.00000 1209782.00| 1400000.00000 1400000.00| 500000.00000 500000.00 Clearing & Grubbing (Approximately 48 | | | Hectares) | | | 0020 205A001 1.000 EACH| 5564.53000 5564.53| 1500.00000 1500.00| 20000.00000 20000.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 9089.93000 9089.93| 9000.00000 9000.00| 40000.00000 40000.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 1359.67000 1359.67| 500.00000 500.00| 2500.00000 2500.00 Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 4168.02000 4168.02| 500.00000 500.00| 2500.00000 2500.00 Removal Of Structures, Structure No. 3A | | | 0060 205A005 1.000 EACH| 3059.55000 3059.55| 500.00000 500.00| 7500.00000 7500.00 Removal Of Structures, Structure No. 3B | | | 0070 206B000 LUMP| 2813.67000 2813.67| 4500.00000 4500.00| 8000.00000 8000.00 Removal Of Old Box Culvert, Station | | | Station 14+40 | | | 0080 206B001 LUMP| 2814.76000 2814.76| 4500.00000 4500.00| 2400.00000 2400.00 Removal Of Old Box Culvert, Station | | | Station 15+25 | | | 0090 206C000 55.000 M2 | 10.25000 563.75| 5.75000 316.25| 8.98000 493.90 Removing Concrete Sidewalk | | | 0100 206D000 409.000 M | 16.04000 6560.36| 25.00000 10225.00| 18.53000 7578.77 Removing Pipe | | | 0110 206D001 112.000 M | 3.16000 353.92| 11.00000 1232.00| 3.21000 359.52 Removing Guardrail | | | 0120 206D003 315.000 M | 5.97000 1880.55| 5.00000 1575.00| 12.06000 3798.90 Removing Curb And Gutter | | | 0130 206D009 235.000 M | 22.28000 5235.80| 70.00000 16450.00| 150.00000 35250.00 Removing New Jersey Barrier Rail | | | 0140 206E000 27.000 EACH| 86.94000 2347.38| 165.00000 4455.00| 302.00000 8154.00 Removing Headwalls | | | 0150 206E001 9.000 EACH| 276.00000 2484.00| 165.00000 1485.00| 452.00000 4068.00 Removing Inlets | | | 0160 206E008 8.000 EACH| 105.26000 842.08| 125.00000 1000.00| 107.00000 856.00 Removing Guardrail End Anchor (All Type)| | | 0170 206E020 1.000 EACH| 1894.74000 1894.74| 1800.00000 1800.00| 1926.00000 1926.00 Removing Existing Overhead Sign | | | Structure | | | 0180 206E035 3.000 EACH| 19.93000 59.79| 50.00000 150.00| 100.00000 300.00 Removing Concrete Picnic Tables | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 10016 |(3) 18024 |APAC-ALABAMA, INC. |JONES BROS., INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 206E041 1.000 EACH| 105.26000 105.26| 500.00000 500.00| 107.00000 107.00 Removing Impact Attenuators | | | 0200 209A000 1.000 EACH| 276.09000 276.09| 65.00000 65.00| 151.00000 151.00 Mailbox Reset, Single | | | 0210 210A000 654295.000 M3 | 7.32000 4789439.40| 5.00000 3271475.00| 7.86000 5142758.70 Unclassified Excavation | | | 0220 210D011 17382.000 M3 | 6.35000 110375.70| 8.00000 139056.00| 7.50000 130365.00 Borrow Excavation (A4 Or Better) | | | 0230 214A000 15034.000 M3 | 9.60000 144326.40| 10.00000 150340.00| 12.00000 180408.00 Structure Excavation | | | 0240 214B001 2120.000 M3 | 18.22000 38626.40| 30.00000 63600.00| 35.00000 74200.00 Foundation Backfill, Commercial | | | 0250 215A000 390.000 M3 | 12.63000 4925.70| 18.00000 7020.00| 75.00000 29250.00 Unclassified Bridge Excavation | | | 0260 215B000 LUMP| 1.05000 1.05| 100.00000 100.00| 1.07000 1.07 Cofferdams Or Sheeting And Shoring, | | | Station 107+93.00 E.B.L. | | | 0270 215B001 LUMP| 1.05000 1.05| 100.00000 100.00| 1.07000 1.07 Cofferdams Or Sheeting And Shoring, | | | Station 107+93.00 W.B.L. | | | 0280 224A000 800.000 M3 | 2.33000 1864.00| 6.00000 4800.00| 8.00000 6400.00 Lime Sink Excavation | | | 0290 224C003 1960.000 MTON| 8.84000 17326.40| 11.00000 21560.00| 16.50000 32340.00 Special Backfill For Lime Sink,ALDOT #57| | | 0300 224D000 800.000 M3 | 126.97000 101576.00| 100.00000 80000.00| 125.00000 100000.00 Concrete Seal For Lime Sink | | | 0310 230A000 94.000 RBST| 563.29000 52949.26| 950.00000 89300.00| 1069.05000 100490.70 Roadbed Processing | | | 0320 250B000 120.000 M3 | 155.13000 18615.60| 80.00000 9600.00| 150.00000 18000.00 Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0330 250C000 3.000 EACH| 3157.90000 9473.70| 2500.00000 7500.00| 2564.05000 7692.15 Underground Storage Tank Removal | | | (Specialty Item) | | | 0340 250N000 90850.000 L | 0.18000 16353.00| 1.44000 130824.00| 0.37000 33614.50 Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | 0350 301A004 69829.000 M2 | 2.11000 147339.19| 2.01000 140356.29| 2.68000 187141.72 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 100 mm Compacted Thickness | | | 0360 301A006 121.000 M2 | 3.29000 398.09| 3.15000 381.15| 4.58000 554.18 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 115 mm Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 10016 |(3) 18024 |APAC-ALABAMA, INC. |JONES BROS., INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 301A012 120293.000 M2 | 3.19000 383734.67| 3.05000 366893.65| 4.02000 483577.86 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0380 401A000 102724.000 M2 | 0.49000 50334.76| 0.46000 47253.04| 0.40000 41089.60 Bituminous Treatment A | | | 0390 401B100 62672.000 M2 | 1.08000 67685.76| 1.05000 65805.60| 1.16000 72699.52 Bituminous Treatment E (With Polymer | | | Additive) | | | 0400 401B108 9035.000 M2 | 1.71000 15449.85| 1.65000 14907.75| 1.82000 16443.70 Bituminous Treatment G (With Polymer | | | Additive) | | | 0410 405A000 6948.000 L | 0.81000 5627.88| 0.80000 5558.40| 0.26000 1806.48 Tack Coat | | | 0420 408A052 3133.000 M2 | 1.44000 4511.52| 1.38000 4323.54| 1.60000 5012.80 Planing Existing Pavement | | | (Approximately 26 mm Thru 50 mm Thick) | | | 0430 408A055 720.000 M2 | 3.14000 2260.80| 3.01000 2167.20| 2.24000 1612.80 Planing Existing Pavement | | | (Approximately 101 mm Thru 125 mm Thick)| | | 0440 410B000 1.000 EACH| 1151.06000 1151.06| 1103.23000 1103.23| 802.50000 802.50 State Furnished Profilograph | | | 0450 410H000 1.000 EACH| 91118.09000 91118.09| 1500.00000 1500.00| 1605.00000 1605.00 Material Remixing Device | | | 0460 424A240 5991.000 MTON| 42.70000 255815.70| 40.67000 243653.97| 41.04000 245870.64 Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0470 424A247 533.000 MTON| 44.20000 23558.60| 42.11000 22444.63| 39.31000 20952.23 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | 0480 424A280 2505.000 MTON| 47.80000 119739.00| 45.53000 114052.65| 47.65000 119363.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0490 424B241 1775.000 MTON| 33.36000 59214.00| 31.80000 56445.00| 34.06000 60456.50 Superpave Bituminous Concrete Binder | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0500 424B282 6982.000 MTON| 34.78000 242833.96| 33.14000 231383.48| 37.85000 264268.70 Superpave Bituminous Concrete Upper | | | Binder Layer, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 10016 |(3) 18024 |APAC-ALABAMA, INC. |JONES BROS., INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 424B442 13261.000 MTON| 30.93000 410162.73| 29.48000 390934.28| 33.55000 444906.55 Superpave Bituminous Concrete Upper | | | Binder Layer, 37.5 mm Maximum Aggregate | | | Size, ESAL Range C | | | 0520 424B447 100.000 MTON| 43.84000 4384.00| 41.79000 4179.00| 35.44000 3544.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0530 424C241 17489.000 MTON| 30.72000 537262.08| 29.28000 512077.92| 33.55000 586755.95 Superpave Bituminous Concrete Base | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0540 424C281 15618.000 MTON| 29.56000 461668.08| 28.16000 439802.88| 37.20000 580989.60 Superpave Bituminous Concrete Base | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0550 428B000 31726.000 M | 0.34000 10786.84| 0.22000 6979.72| 0.36000 11421.36 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0560 429B246 21.000 MTON| 63.73000 1338.33| 60.95000 1279.95| 53.08000 1114.68 Improved Bituminous Concrete Binder | | | Layer, Patching, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0570 430B035 58.000 MTON| 24.34000 1411.72| 14.26000 827.08| 13.54000 785.32 Aggregate Surfacing (ALDOT #467, #410 | | | Modified, Or #57) | | | 0580 450B000 276.000 M2 | 87.90000 24260.40| 70.00000 19320.00| 89.35000 24660.60 Reinforced Cement Concrete Bridge End | | | Slab | | | 0590 502A000 112488.000 KG | 1.32000 148484.16| 1.00000 112488.00| 1.34000 150733.92 Steel Reinforcement | | | 0600 502A001 74912.000 KG | 1.16000 86897.92| 1.00000 74912.00| 1.18000 88396.16 Steel Reinforcement (Grade 400) | | | 0610 502B000 LUMP| 60210.53000 60210.53| 49000.00000 49000.00| 61204.00000 61204.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 107+93.00 E.B.L. | | | (Approx. 62342 KG) (Grade 400 MPA) | | | 0620 502B001 LUMP| 59473.69000 59473.69| 49000.00000 49000.00| 60455.00000 60455.00 Steel Reinforcement For Bridge | | | Superstructure Sta. 107+93 W.B.L. | | | (Approx. 62806 KG) (Grade 400 MPA) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 10016 |(3) 18024 |APAC-ALABAMA, INC. |JONES BROS., INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 505C004 407.000 M | 115.79000 47126.53| 110.00000 44770.00| 117.70000 47903.90 Steel Piling (HP 360x108) | | | 0640 505G004 48.000 EACH| 107.37000 5153.76| 120.00000 5760.00| 109.14000 5238.72 Pile Points (Type A, 360 mm) | | | 0650 508A000 8254.000 KG | 2.90000 23936.60| 7.00000 57778.00| 2.95000 24349.30 Structural Steel | | | 0660 510A000 674.000 M3 | 247.37000 166727.38| 330.00000 222420.00| 251.45000 169477.30 Bridge Substructure Concrete, Class A | | | 0670 510C051 LUMP| 185263.16000 185263.16| 245000.00000 245000.00| 188320.00000 188320.00 Bridge Concrete Superstructure, Sta. | | | 107+93.00 E.B.L. (Approx. 493 Cubic | | | Meters) | | | 0680 510C052 LUMP| 183684.21000 183684.21| 245000.00000 245000.00| 186715.00000 186715.00 Bridge Concrete Superstructure, Sta. | | | 107+93.00 W.B.L. (Approx. 482 Cubic | | | Meters) | | | 0690 510E000 2688.000 M2 | 2.77000 7445.76| 2.06000 5537.28| 2.82000 7580.16 Grooving Concrete Bridge Decks | | | 0700 511A004 80.000 EACH| 473.68000 37894.40| 400.00000 32000.00| 481.50000 38520.00 Elastomeric Bearings, Type 4 | | | 0710 513B017 1396.000 M | 371.04000 517971.84| 338.50000 472546.00| 384.83000 537222.68 Pretensioned-Prestressed Concrete | | | Girders, Type BT-1830 (Specialty Item) | | | 0720 525A000 1533.000 M3 | 215.79000 330806.07| 260.00000 398580.00| 219.35000 336263.55 Retaining Wall Concrete | | | 0730 530A000 5.000 M | 117.17000 585.85| 100.00000 500.00| 121.68000 608.40 375 mm Roadway Pipe (Class 3 R.C.) | | | 0740 530A001 1123.000 M | 83.15000 93377.45| 75.00000 84225.00| 71.11000 79856.53 450 mm Roadway Pipe (Class 3 R.C.) | | | 0750 530A002 68.000 M | 108.10000 7350.80| 88.00000 5984.00| 92.43000 6285.24 600 mm Roadway Pipe (Class 3 R.C.) | | | 0760 530A003 148.000 M | 145.73000 21568.04| 110.00000 16280.00| 123.29000 18246.92 750 mm Roadway Pipe (Class 3 R.C.) | | | 0770 530A005 84.000 M | 214.35000 18005.40| 180.00000 15120.00| 193.33000 16239.72 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0780 530A012 48.000 M | 96.01000 4608.48| 78.00000 3744.00| 77.13000 3702.24 450 mm Roadway Pipe (Class 4 R.C.) | | | 0790 530A013 60.000 M | 114.80000 6888.00| 85.00000 5100.00| 100.77000 6046.20 600 mm Roadway Pipe (Class 4 R.C.) | | | 0800 530A016 104.000 M | 288.46000 29999.84| 200.00000 20800.00| 244.32000 25409.28 1050 mm Roadway Pipe (Class 4 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 10016 |(3) 18024 |APAC-ALABAMA, INC. |JONES BROS., INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 530A661 34.000 M | 107.99000 3671.66| 93.00000 3162.00| 83.95000 2854.30 450 mm Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0820 530B001 53.000 M | 112.72000 5974.16| 68.00000 3604.00| 88.50000 4690.50 560 mm Span X 345 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0830 530B003 118.000 M | 177.03000 20889.54| 225.00000 26550.00| 144.26000 17022.68 920 mm Span X 570 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0840 530B004 127.000 M | 241.03000 30610.81| 165.00000 20955.00| 191.66000 24340.82 1110 mm Span X 675 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0850 530B007 26.000 M | 418.19000 10872.94| 300.00000 7800.00| 314.65000 8180.90 1650 mm Span X 1015 mm Rise Roadway | | | Pipe(Class 3 R.C.) | | | 0860 530B008 50.000 M | 458.72000 22936.00| 325.00000 16250.00| 365.95000 18297.50 1855 mm Span X 1145 mm Rise Roadway | | | Pipe(Class 3 R.C.) | | | 0870 535A085 21.000 M | 142.70000 2996.70| 85.00000 1785.00| 101.75000 2136.75 600 mm Side Drain Pipe (Class 3 R.C.) | | | 0880 600A000 LUMP| 1506056.02000 1506056.02| 1509000.00000 1509000.00| 1250000.00000 1250000.00 Mobilization | | | 0890 601A000 1.000 EACH| 1588.04000 1588.04| 5500.00000 5500.00| 5000.00000 5000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0900 602A000 49.000 EACH| 233.61000 11446.89| 75.00000 3675.00| 75.90000 3719.10 Right Of Way Markers | | | 0910 603A002 1.000 EACH| 20861.96000 20861.96| 30000.00000 30000.00| 35000.00000 35000.00 Furnishing Type 3 Field Office | | | 0920 606A000 300.000 M | 38.16000 11448.00| 18.00000 5400.00| 25.13000 7539.00 150 mm Underdrain Pipe | | | 0930 610C001 1805.000 MTON| 17.88000 32273.40| 20.00000 36100.00| 19.13000 34529.65 Loose Riprap, Class 2 | | | 0940 610D000 1663.000 M2 | 3.83000 6369.29| 1.85000 3076.55| 1.44000 2394.72 Filter Blanket | | | 0950 614A000 1991.000 M3 | 257.90000 513478.90| 247.00000 491777.00| 262.15000 521940.65 Slope Paving | | | 0960 614A001 323.000 M3 | 368.42000 118999.66| 110.00000 35530.00| 374.50000 120963.50 Slope Paving (Under Bridges) | | | 0970 618A000 41.000 M2 | 58.95000 2416.95| 29.00000 1189.00| 59.92000 2456.72 Concrete Sidewalk, 100 mm Thick | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 10016 |(3) 18024 |APAC-ALABAMA, INC. |JONES BROS., INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 618B002 82.000 M2 | 47.37000 3884.34| 37.00000 3034.00| 48.15000 3948.30 Concrete Driveway, 150 mm Thick | | | 0990 619A002 26.000 EACH| 473.68000 12315.68| 300.00000 7800.00| 481.50000 12519.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 1000 619A003 4.000 EACH| 657.90000 2631.60| 300.00000 1200.00| 668.75000 2675.00 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 1010 619A004 5.000 EACH| 789.47000 3947.35| 450.00000 2250.00| 802.50000 4012.50 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 1020 619A006 3.000 EACH| 1210.53000 3631.59| 1000.00000 3000.00| 1230.50000 3691.50 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 1030 619A056 2.000 EACH| 1842.11000 3684.22| 370.00000 740.00| 1872.50000 3745.00 1050 mm Roadway Pipe End Treatment, | | | Class 2 | | | 1040 619A127 2.000 EACH| 947.37000 1894.74| 185.00000 370.00| 963.00000 1926.00 600 mm Side Drain Pipe End Treatment, | | | Class 2 | | | 1050 619B019 1.000 EACH| 684.21000 684.21| 245.00000 245.00| 695.50000 695.50 1110 mm Span, 675 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 1060 619B069 1.000 EACH| 1105.26000 1105.26| 255.00000 255.00| 1123.50000 1123.50 1110 mm Span, 675 mm Rise Roadway Pipe | | | End Treatment, Class 2 | | | 1070 619B266 2.000 EACH| 894.74000 1789.48| 135.00000 270.00| 909.50000 1819.00 560 mm Span, 345 mm Rise Roadway Pipe | | | End Treatment, Class 1 (Double Line) | | | 1080 619B268 1.000 EACH| 947.37000 947.37| 210.00000 210.00| 963.00000 963.00 920 mm Span, 570 mm Rise Roadway Pipe | | | End Treatment, Class 1 (Double Line) | | | 1090 619B269 2.000 EACH| 1052.63000 2105.26| 245.00000 490.00| 1070.00000 2140.00 1110 mm Span, 675 mm Rise Roadway Pipe | | | End Treatment, Class 1 (Double Line) | | | 1100 619B283 1.000 EACH| 1684.21000 1684.21| 210.00000 210.00| 1712.00000 1712.00 920 mm Span, 570 mm Rise Roadway Pipe | | | End Treatment, Class 2 (Double Line) | | | 1110 620A000 4.000 M3 | 773.68000 3094.72| 1300.00000 5200.00| 786.45000 3145.80 Minor Structure Concrete | | | 1120 621A000 6.000 EACH| 2210.53000 13263.18| 1600.00000 9600.00| 2247.00000 13482.00 Junction Boxes, Type 1, 1P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 10016 |(3) 18024 |APAC-ALABAMA, INC. |JONES BROS., INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1130 621A001 1.000 EACH| 2421.05000 2421.05| 1900.00000 1900.00| 2461.00000 2461.00 Junction Boxes, Type 1, 2P Or 5 | | | 1140 621A005 1.000 EACH| 2631.58000 2631.58| 2300.00000 2300.00| 2675.00000 2675.00 Junction Boxes, Type 1 | | | 1150 621A016 2.000 EACH| 2631.58000 5263.16| 2500.00000 5000.00| 2675.00000 5350.00 Junction Boxes, Type 4, 1P Or 5 | | | 1160 621A022 1.000 EACH| 3263.16000 3263.16| 2500.00000 2500.00| 3317.00000 3317.00 Junction Boxes, Type 1 (Modified) | | | 1170 621B013 3.000 EACH| 526.32000 1578.96| 600.00000 1800.00| 535.00000 1605.00 Junction Box Units, Type 4, 1P Or 5 | | | 1180 621B034 1.000 EACH| 652.63000 652.63| 500.00000 500.00| 663.40000 663.40 Junction Box Units, Type 1 (Modified) | | | 1190 621C020 10.000 EACH| 2631.58000 26315.80| 1500.00000 15000.00| 2675.00000 26750.00 Inlets, Type Y | | | 1200 621C031 18.000 EACH| 2105.26000 37894.68| 1700.00000 30600.00| 2140.00000 38520.00 Inlets, Type S3 (1 Wing) | | | 1210 621C033 1.000 EACH| 2421.05000 2421.05| 1900.00000 1900.00| 2461.00000 2461.00 Inlets, Type S3 (2 Wing) | | | 1220 621C069 2.000 EACH| 3368.42000 6736.84| 3600.00000 7200.00| 3424.00000 6848.00 Inlets, Type E3 | | | 1230 621C070 9.000 EACH| 4736.84000 42631.56| 4600.00000 41400.00| 4815.00000 43335.00 Inlets, Type E4 | | | 1240 621C071 10.000 EACH| 2052.63000 20526.30| 1900.00000 19000.00| 2086.50000 20865.00 Inlets, Type S3 (1 Wing) (Modified) | | | 1250 621D019 17.000 EACH| 473.68000 8052.56| 500.00000 8500.00| 481.50000 8185.50 Inlet Units, Type Y | | | 1260 621D020 21.000 EACH| 473.68000 9947.28| 500.00000 10500.00| 481.50000 10111.50 Inlet Units, Type S3 | | | 1270 621D046 4.000 EACH| 789.47000 3157.88| 600.00000 2400.00| 802.50000 3210.00 Inlet Units, Type E3 | | | 1280 621D047 15.000 EACH| 789.47000 11842.05| 600.00000 9000.00| 802.50000 12037.50 Inlet Units, Type E4 | | | 1290 621I000 2.000 EACH| 2894.74000 5789.48| 4500.00000 9000.00| 2942.50000 5885.00 Stilling Basins, Type 00 | | | 1300 623A000 32.000 M | 36.84000 1178.88| 77.00000 2464.00| 37.45000 1198.40 Concrete Gutter | | | 1310 623B000 1328.000 M | 21.58000 28658.24| 24.00000 31872.00| 21.94000 29136.32 Concrete Curb, Type N | | | 1320 623B001 33.000 M | 100.00000 3300.00| 45.50000 1501.50| 101.65000 3354.45 Concrete Curb, Type N Special | | | 1330 623C000 1954.000 M | 31.42000 61394.68| 34.00000 66436.00| 31.94000 62410.76 Combination Curb & Gutter, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 10016 |(3) 18024 |APAC-ALABAMA, INC. |JONES BROS., INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1340 629A005 69.000 M | 93.26000 6434.94| 280.00000 19320.00| 94.81000 6541.89 Concrete Median Or Safety Barrier, Type | | | 4A (Reinforced) | | | 1350 629A023 26.000 M | 284.21000 7389.46| 357.00000 9282.00| 288.90000 7511.40 Concrete Median Or Safety Barrier, Type | | | 5 (Special) | | | 1360 629A048 427.000 M | 110.53000 47196.31| 107.00000 45689.00| 112.35000 47973.45 Concrete Median Or Safety Barrier,Type | | | 1 (Reinforced) | | | 1370 629A051 1282.000 M | 138.16000 177121.12| 88.00000 112816.00| 140.44000 180044.08 Concrete Median Or Safety Barrier, Type | | | 1 (Modified) | | | 1380 629C002 3.000 EACH| 1578.95000 4736.85| 380.00000 1140.00| 1605.00000 4815.00 Concrete Median Or Safety Barrier End | | | Section, (Type TES) | | | 1390 630A000 693.000 M | 39.05000 27061.65| 37.10000 25710.30| 39.70000 27512.10 Steel Beam Guardrail, Class A, Type 1 | | | 1400 630C001 8.000 EACH| 684.21000 5473.68| 650.00000 5200.00| 695.50000 5564.00 Guardrail End Anchor, Type 8 | | | 1410 630C003 5.000 EACH| 1031.58000 5157.90| 980.00000 4900.00| 1048.60000 5243.00 Guardrail End Anchor, Type 13 | | | 1420 630C050 2.000 EACH| 2000.00000 4000.00| 1900.00000 3800.00| 2033.00000 4066.00 Guardrail End Anchor, Type 20 Series | | | 1430 630C070 11.000 EACH| 1315.79000 14473.69| 1250.00000 13750.00| 1337.50000 14712.50 Guardrail End Anchor, Type 10 Series | | | 1440 634A002 7225.000 M | 27.07000 195580.75| 45.41000 328087.25| 32.52000 234957.00 Industrial Fence, 1.83 Meters High | | | 1450 634D004 2.000 EACH| 1068.79000 2137.58| 987.00000 1974.00| 723.90000 1447.80 Gate, 4.27 Meters Wide, Complete With | | | Fittings (Without Barbed Wire) | | | 1460 641A036 439.000 M | 110.80000 48641.20| 159.45000 69998.55| 65.31000 28671.09 203.2 Millimeter D.I. Water Main Laid | | | 1470 641A038 230.000 M | 147.97000 34033.10| 200.00000 46000.00| 93.00000 21390.00 304.8 Millimeter D.I. Water Main Laid | | | 1480 641A040 1374.000 M | 178.95000 245877.30| 218.34000 299999.16| 122.87000 168823.38 406.4 Millimeter D.I. Water Main Laid | | | 1490 641A041 64.000 M | 203.32000 13012.48| 234.38000 15000.32| 143.99000 9215.36 457.2 Millimeter D.I. Water Main Laid | | | 1500 641A092 1508.000 M | 246.54000 371782.32| 238.73000 360004.84| 190.99000 288012.92 609.6 Millimeter D.I. Water Main Laid | | | 1510 641F006 1.000 EACH| 5318.56000 5318.56| 6500.00000 6500.00| 4769.42000 4769.42 304.8 Milimeter X 304.8 Milimeter | | | Tapping Valve & Sleeve | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -11 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 10016 |(3) 18024 |APAC-ALABAMA, INC. |JONES BROS., INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1520 641F011 4.000 EACH| 2880.90000 11523.60| 3000.00000 12000.00| 2313.34000 9253.36 203.2 Millimeter X 203.2 Millimeter | | | Tapping Valve & Sleeve | | | 1530 641F065 3.000 EACH| 10000.00000 30000.00| 11667.00000 35001.00| 11133.57000 33400.71 406.4 Millimeter Tapping Valve And | | | Sleeve | | | 1540 641F066 1.000 EACH| 17368.42000 17368.42| 20000.00000 20000.00| 20770.84000 20770.84 457.2 Millimeter Tapping Valve And | | | Sleeve | | | 1550 641G025 1.000 EACH| 19556.79000 19556.79| 25000.00000 25000.00| 14372.24000 14372.24 150 Millimeter Regulator Station | | | 1560 641G026 1.000 EACH| 20110.80000 20110.80| 29000.00000 29000.00| 19638.78000 19638.78 203.2 Millimeter Regulator Station | | | 1570 641J000 1.000 EACH| 1994.47000 1994.47| 3000.00000 3000.00| 2495.46000 2495.46 Fire Hydrant | | | 1580 649A007 33.000 M | 205.47000 6780.51| 606.00000 19998.00| 167.90000 5540.70 304.8 Millimeter Encasement Pipe, Type | | | 1 Installation | | | 1590 649A028 760.000 M | 234.73000 178394.80| 229.00000 174040.00| 207.15000 157434.00 406.4 Millimeter Encasement Pipe, Type | | | 1 Installation | | | 1600 649A035 72.000 M | 2.78000 200.16| 1806.00000 130032.00| 1225.52000 88237.44 508 Millimeter Encasement Pipe, Type 2 | | | Installation | | | 1610 649A036 851.000 M | 3.05000 2595.55| 1806.00000 1536906.00| 1383.31000 1177196.81 609.6 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1620 650A000 13703.000 M3 | 12.19000 167039.57| 3.75000 51386.25| 8.00000 109624.00 Topsoil | | | 1630 652A050 12.000 HA | 887.53000 10650.36| 1375.00000 16500.00| 1060.52000 12726.24 Seeding (Mix 1A) | | | 1640 652A053 2.000 HA | 887.53000 1775.06| 1525.00000 3050.00| 1107.70000 2215.40 Seeding (Mix 1E) | | | 1650 652B050 23.000 HA | 817.90000 18811.70| 1000.00000 23000.00| 837.71000 19267.33 Temporary Seeding (Mix 1AT) | | | 1660 652C000 28.000 HA | 81.05000 2269.40| 162.50000 4550.00| 205.00000 5740.00 Mowing | | | 1670 652D050 12.000 HA | 817.90000 9814.80| 1300.00000 15600.00| 1026.27000 12315.24 Seeding In Stubble (Mix 1A) | | | 1680 654A001 14516.000 M2 | 4.42000 64160.72| 3.50000 50806.00| 3.90000 56612.40 Solid Sodding (Bermuda) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -12 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 10016 |(3) 18024 |APAC-ALABAMA, INC. |JONES BROS., INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1690 656A000 12.000 HA | 1094.74000 13136.88| 985.00000 11820.00| 970.72000 11648.64 Mulching, Class A, Type 1 | | | 1700 656A001 2.000 HA | 1094.74000 2189.48| 1200.00000 2400.00| 1207.14000 2414.28 Mulching, Class A, Type 2 | | | 1710 658A001 2.000 HA | 4380.72000 8761.44| 1625.00000 3250.00| 3087.50000 6175.00 Hydro-Seeding & Mulching (Mix 1E) | | | 1720 659A000 1000.000 M2 | 3.87000 3870.00| 1.85000 1850.00| 1.92000 1920.00 Erosion Control Netting, Class A | | | 1730 659A001 1000.000 M2 | 3.87000 3870.00| 1.85000 1850.00| 1.92000 1920.00 Erosion Control Netting, Class B | | | 1740 665B000 23.000 HA | 819.94000 18858.62| 875.00000 20125.00| 957.45000 22021.35 Temporary Mulching | | | 1750 665F000 2964.000 EACH| 4.42000 13100.88| 6.50000 19266.00| 5.49000 16272.36 Hay Bales | | | 1760 665I000 11488.000 MTON| 11.66000 133950.08| 10.25000 117752.00| 20.80000 238950.40 Temporary Riprap, Class 2 | | | 1770 665J000 5114.000 M | 8.77000 44849.78| 12.00000 61368.00| 10.28000 52571.92 Silt Fence, Type A | | | 1780 665K000 364.000 M3 | 4.28000 1557.92| 11.00000 4004.00| 8.70000 3166.80 Drainage Sump Excavation | | | 1790 680A000 LUMP| 240198.79000 240198.79| 285000.00000 285000.00| 200000.00000 200000.00 Engineering Controls | | | 1800 701C002 10.000 KM | 261.58000 2615.80| 253.57000 2535.70| 265.90000 2659.00 Broken Temporary Traffic Stripe (Paint) | | | 1810 701C003 18.000 KM | 294.21000 5295.78| 285.20000 5133.60| 299.07000 5383.26 Solid Temporary Traffic Stripe (Paint) | | | 1820 701C004 10.000 KM | 1243.16000 12431.60| 1205.10000 12051.00| 1263.67000 12636.70 Broken Temporary Traffic Stripe (Tape) | | | 1830 701C005 18.000 KM | 3924.21000 70635.78| 3804.08000 68473.44| 3988.96000 71801.28 Solid Temporary Traffic Stripe (Tape) | | | 1840 701D007 4.000 KM | 784.74000 3138.96| 760.71000 3042.84| 797.15000 3188.60 Solid Traffic Stripe Removed (Paint) | | | 1850 701D009 4.000 KM | 621.05000 2484.20| 602.04000 2408.16| 631.30000 2525.20 Solid Traffic Stripe Removed (Tape) | | | 1860 701D014 2.000 KM | 621.00000 1242.00| 601.99000 1203.98| 631.25000 1262.50 Broken Traffic Stripe Removed (Paint) | | | 1870 701D016 2.000 KM | 522.95000 1045.90| 506.94000 1013.88| 531.58000 1063.16 Broken Traffic Stripe Removed (Tape) | | | 1880 701G121 282.000 M | 8.63000 2433.66| 8.37000 2360.34| 8.78000 2475.96 Broken White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -13 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 10016 |(3) 18024 |APAC-ALABAMA, INC. |JONES BROS., INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1890 701G125 282.000 M | 17.27000 4870.14| 16.75000 4723.50| 17.56000 4951.92 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1900 701G133 282.000 M | 17.27000 4870.14| 16.75000 4723.50| 17.56000 4951.92 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1910 702A007 2.000 KM | 1473.68000 2947.36| 1428.57000 2857.14| 1498.00000 2996.00 Broken Yellow, Inverted Profile Traffic | | | Stripe (150mm Wide) | | | 1920 702A008 9.000 KM | 2810.53000 25294.77| 2724.49000 24520.41| 2856.90000 25712.10 Solid White, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 1930 702A009 11.000 KM | 2810.53000 30915.83| 2724.49000 29969.39| 2856.90000 31425.90 Solid Yellow, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 1940 702A010 10.000 KM | 1473.68000 14736.80| 1428.57000 14285.70| 1498.00000 14980.00 Broken White, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 1950 702B001 1050.000 M | 5.18000 5439.00| 5.02000 5271.00| 5.27000 5533.50 Dotted Inverted Profile Traffic Stripe | | | (150 mm Wide) | | | 1960 703A002 791.000 M2 | 28.32000 22401.12| 27.45000 21712.95| 28.79000 22772.89 Traffic Control Markings, Class 2, Type | | | A | | | 1970 703B002 56.000 M2 | 34.00000 1904.00| 32.96000 1845.76| 34.57000 1935.92 Traffic Control Legends, Class 2, Type A| | | 1980 703C000 12.000 M2 | 14.26000 171.12| 13.83000 165.96| 14.50000 174.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1990 703D000 178.000 M2 | 56.63000 10080.14| 54.90000 9772.20| 57.57000 10247.46 Temporary Traffic Control Markings(Tape)| | | 2000 703D002 178.000 M2 | 17.00000 3026.00| 16.48000 2933.44| 17.28000 3075.84 Temporary Traffic Control Markings | | | (Paint) | | | 2010 703E002 26.000 M2 | 21.53000 559.78| 20.87000 542.62| 21.89000 569.14 Temporary Traffic Control Legends | | | (Paint) | | | 2020 705A011 674.000 EACH| 5.26000 3545.24| 5.10000 3437.40| 5.35000 3605.90 Pavement Markers, Class C, Type 1-A | | | 2030 705A012 49.000 EACH| 5.26000 257.74| 5.10000 249.90| 5.35000 262.15 Pavement Markers, Class C, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -14 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 10016 |(3) 18024 |APAC-ALABAMA, INC. |JONES BROS., INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2040 705A023 24.000 EACH| 5.26000 126.24| 5.10000 122.40| 5.35000 128.40 Pavement Markers, Class C, Type 2-D | | | 2050 705A030 6.000 EACH| 5.26000 31.56| 5.10000 30.60| 5.35000 32.10 Pavement Markers, Class A-H, Type 2-C | | | 2060 705A031 574.000 EACH| 5.26000 3019.24| 5.10000 2927.40| 5.35000 3070.90 Pavement Markers, Class A-H, Type 1-A | | | 2070 705A032 330.000 EACH| 5.26000 1735.80| 5.10000 1683.00| 5.35000 1765.50 Pavement Markers, Class A-H, Type 1-B | | | 2080 705A037 31.000 EACH| 5.26000 163.06| 5.11000 158.41| 5.35000 165.85 Pavement Markers, Class A-H, Type 2-D | | | 2090 707B003 1.000 EACH| 221.05000 221.05| 200.00000 200.00| 224.70000 224.70 Type A Hazard Marker Installation | | | 2100 710A115 94.000 M2 | 157.90000 14842.60| 150.00000 14100.00| 160.50000 15087.00 Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 2110 710A116 114.000 M2 | 263.16000 30000.24| 250.00000 28500.00| 267.50000 30495.00 Class 2, Alum Multi Flat Sign Panels | | | 3.175 mm Thick or Steel Multi Flat Sign | | | Panels 2.657 Thick (Ty III or IV | | | Background) | | | 2120 710A118 17.000 M2 | 263.16000 4473.72| 250.00000 4250.00| 267.50000 4547.50 Class 2, Aluminum Flat Sign Panels | | | 3.175 mm Thick Or Steel Flat Sign | | | Panels2.657 mm Thick (Ty III Or Ty IV | | | Background) | | | 2130 710A119 3.000 M2 | 263.16000 789.48| 250.00000 750.00| 267.50000 802.50 Class 2A, Alum Flat Sign Panels 3.175 | | | mm Thick Or Steel Flat Sign Panels | | | 2.657 mm Thick (Type III Or Type IV | | | Background) | | | 2140 710B001 314.000 M | 19.47000 6113.58| 18.50000 5809.00| 19.80000 6217.20 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 2150 710B007 16.000 M | 150.00000 2400.00| 142.50000 2280.00| 152.48000 2439.68 Roadway Sign Post (W150 x 22 Steel Beam)| | | 2160 710B010 16.000 M | 128.42000 2054.72| 122.00000 1952.00| 130.54000 2088.64 Roadway Sign Post (W150 x 14 Steel Beam)| | | 2170 710B011 43.000 M | 127.37000 5476.91| 121.00000 5203.00| 129.47000 5567.21 Roadway Sign Post (W150 x 18 Steel Beam)| | | 2180 710B019 4.000 M | 15.79000 63.16| 30.00000 120.00| 129.47000 517.88 Roadway Sign Post (87.5 mm x 87.5 mm x | | | 6.25 mm Square Tubular Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -15 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 10016 |(3) 18024 |APAC-ALABAMA, INC. |JONES BROS., INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2190 710C000 LUMP| 12631.58000 12631.58| 12000.00000 12000.00| 12840.00000 12840.00 Removal Of Existing Roadway Signs | | | 2200 711A000 LUMP| 11578.95000 11578.95| 11000.00000 11000.00| 11770.00000 11770.00 Roadway Sign Relocation | | | 2210 715A000 LUMP| 26842.11000 26842.11| 25500.00000 25500.00| 27285.00000 27285.00 Overhead Roadway Sign Structure | | | (O.H.S.B. 1) | | | 2220 715A001 LUMP| 26315.79000 26315.79| 25000.00000 25000.00| 26750.00000 26750.00 Overhead Roadway Sign Structure | | | (O.H.S.B. 2) | | | 2230 715A002 LUMP| 26736.84000 26736.84| 25400.00000 25400.00| 27178.00000 27178.00 Overhead Roadway Sign Structure | | | (O.H.S.B. 3) | | | 2240 715A003 LUMP| 26736.84000 26736.84| 25400.00000 25400.00| 27178.00000 27178.00 Overhead Roadway Sign Structure | | | (O.H.S.B. 4) | | | 2250 715A004 LUMP| 17105.26000 17105.26| 16250.00000 16250.00| 17387.50000 17387.50 Overhead Roadway Sign Structure (O.H.C. | | | 1) | | | 2260 720A000 1.000 EACH| 10421.05000 10421.05| 18500.00000 18500.00| 10593.00000 10593.00 Vehicular Impact Attenuator Assembly | | | (Quadguard Model No. QS2402Y) | | | 2270 720A001 1.000 EACH| 13898.95000 13898.95| 18500.00000 18500.00| 14128.28000 14128.28 Vehicular Impact Attenuator Assembly | | | (Quadguard Model No. QS2404Y) | | | 2280 720A002 1.000 EACH| 17021.05000 17021.05| 18500.00000 18500.00| 17301.90000 17301.90 Vehicular Impact Attenuator Assembly | | | (Quadguard Model No. QS3006Y) | | | 2290 724A000 1727.000 M | 14.83000 25611.41| 20.10000 34712.70| 21.51000 37147.77 Temporary Asphalt Island | | | 2300 726A000 177.000 M | 10.66000 1886.82| 86.51000 15312.27| 131.25000 23231.25 Portable Concrete Safety Barriers, Type | | | 6 | | | 2310 726A001 13.000 M | 371.82000 4833.66| 126.35000 1642.55| 131.25000 1706.25 Portable Concrete Safety Barriers, Type | | | 6-A | | | 2320 726D000 4.000 EACH| 25705.26000 102821.04| 22000.00000 88000.00| 22000.00000 88000.00 Portable Impact Attenuator (Quadguard | | | Model No. QZ2404Y) | | | 2330 730A000 LUMP| 2564.21000 2564.21| 1500.00000 1500.00| 2640.00000 2640.00 Removal Of Existing Traffic Control | | | Unit (Existing I-565 & Maysville Road) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -16 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 10016 |(3) 18024 |APAC-ALABAMA, INC. |JONES BROS., INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2340 730A001 LUMP| 2670.53000 2670.53| 1550.00000 1550.00| 2750.00000 2750.00 Removal Of Existing Traffic Control | | | Unit (I-565 & Detour Road) | | | 2350 730A002 LUMP| 2340.00000 2340.00| 1550.00000 1550.00| 2409.00000 2409.00 Removal Of Existing Traffic Control | | | Unit (Existing U.S. 72 & Detour Road) | | | 2360 730C000 LUMP| 3312.63000 3312.63| 2475.00000 2475.00| 3410.00000 3410.00 Furnishing And Installing Traffic | | | Control Unit (U.S. 72 & Ramps A and D1) | | | 2370 730C001 LUMP| 2831.58000 2831.58| 2475.00000 2475.00| 2915.00000 2915.00 Furnishing And Installing Traffic | | | Control Unit (U.S. 72 & Maysville Road) | | | 2380 730C002 LUMP| 3131.58000 3131.58| 2775.00000 2775.00| 3223.00000 3223.00 Furnishing And Installing Traffic | | | Control Unit (I-565 & Detour) | | | 2390 730C003 LUMP| 3632.63000 3632.63| 3075.00000 3075.00| 3740.00000 3740.00 Furnishing And Installing Traffic | | | Control Unit (U.S. 72 & Detour) | | | 2400 730E000 6.000 EACH| 1617.59000 9705.54| 1175.00000 7050.00| 1665.40000 9992.40 Metal Traffic Signal Pole Foundation | | | 2410 730F000 2.000 EACH| 3342.02000 6684.04| 3175.00000 6350.00| 3440.80000 6881.60 Metal Traffic Signal Pole With 11.8 m | | | Mastarm Assembly | | | 2420 730F001 1.000 EACH| 4050.39000 4050.39| 4000.00000 4000.00| 4170.10000 4170.10 Metal Traffic Signal Pole With________ | | | Mast Arm Assembly 15.4 m | | | 2430 730F002 3.000 EACH| 5302.58000 15907.74| 5000.00000 15000.00| 5459.30000 16377.90 Metal Traffic Signal Pole With________ | | | Mast Arm Assembly 18.0 m | | | 2440 730H000 1838.000 M | 15.82000 29077.16| 5.00000 9190.00| 16.30000 29959.40 Loop Detector | | | 2450 730I000 1956.000 M | 10.47000 20479.32| 3.80000 7432.80| 10.78000 21085.68 Shielded Loop Detector Home-Run Cable | | | 2460 730J000 25.000 EACH| 260.70000 6517.50| 110.00000 2750.00| 268.40000 6710.00 Loop Detector Amplifier | | | 2470 730K000 26.000 EACH| 587.63000 15278.38| 370.00000 9620.00| 605.00000 15730.00 Traffic Signal Junction Box | | | 2480 730L012 607.000 M | 7.48000 4540.36| 6.75000 4097.25| 7.70000 4673.90 Non-Metallic Conduit, 27 mm | | | 2490 730L015 497.000 M | 13.12000 6520.64| 10.00000 4970.00| 13.51000 6714.47 Non-Metallic Conduit, 53 mm | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -17 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 10016 |(3) 18024 |APAC-ALABAMA, INC. |JONES BROS., INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2500 730L031 510.000 M | 12.28000 6262.80| 10.75000 5482.50| 12.65000 6451.50 Metallic Conduit, 21 mm | | | 2510 730L032 510.000 M | 14.96000 7629.60| 10.00000 5100.00| 15.40000 7854.00 Metallic Conduit, 27 mm | | | 2520 730N001 8.000 EACH| 767.13000 6137.04| 740.00000 5920.00| 789.80000 6318.40 Luminaire Extension Assembly, 3.7 M | | | 2530 730P001 18.000 EACH| 491.47000 8846.46| 370.00000 6660.00| 506.00000 9108.00 Vehicular Signal Head, 300 mm 3 Section | | | 2540 730P002 3.000 EACH| 737.21000 2211.63| 625.00000 1875.00| 759.00000 2277.00 Vehicular Signal Head, 300 mm 5 Section | | | 2550 730R002 3.000 EACH| 10490.83000 31472.49| 6800.00000 20400.00| 10800.90000 32402.70 Traffic Controller, Type III, 4 Phase | | | 2560 730T000 8.000 EACH| 767.13000 6137.04| 420.00000 3360.00| 789.80000 6318.40 Wood Pole | | | 2570 730U000 LUMP| 30674.74000 30674.74| 5800.00000 5800.00| 31581.00000 31581.00 Furnishing And Installing ATM Video | | | Equipment | | | 2580 740B000 148.000 M2 | 266.79000 39484.92| 86.00000 12728.00| 93.88000 13894.24 Construction Signs | | | 2590 740C000 8.000 M2 | 407.88000 3263.04| 95.00000 760.00| 132.89000 1063.12 Special Construction Signs | | | 2600 740D000 421.000 EACH| 29.98000 12621.58| 33.00000 13893.00| 51.91000 21854.11 Channelizing Drums | | | 2610 740E000 100.000 EACH| 10.07000 1007.00| 9.50000 950.00| 17.04000 1704.00 Cones (900 mm High) | | | 2620 740F002 43.000 EACH| 236.07000 10151.01| 152.00000 6536.00| 202.00000 8686.00 Barricades, Type III | | | 2630 740I005 23.000 EACH| 902.79000 20764.17| 75.00000 1725.00| 1429.79000 32885.17 Warning Lights, Type B (Detachable Head)| | | 2640 740L004 51.000 EACH| 127.28000 6491.28| 17.50000 892.50| 54.99000 2804.49 Vertical Panel, Type II (Single-Sided) | | | 2650 740M000 100.000 EACH| 1.36000 136.00| 6.25000 625.00| 7.56000 756.00 Ballast For Cone | | | 2660 741C010 1.000 EACH| 679.35000 679.35| 4850.00000 4850.00| 5875.00000 5875.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2670 742A001 2.000 EACH| 2717.94000 5435.88| 19900.00000 39800.00| 27216.00000 54432.00 Portable Changeable Message Signs, Type | | | 2 | | | 2680 745A000 600.000 HOUR| 27.18000 16308.00| 35.00000 21000.00| 75.00000 45000.00 Uniformed Police Officer | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -18 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 10016 |(3) 18024 |APAC-ALABAMA, INC. |JONES BROS., INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2690 750B261 16.000 EACH| 8918.12000 142689.92| 11700.00000 187200.00| 9181.70000 146907.20 Segmented Reflector Luminaire Assembly | | | With ILD, Double | | | 2700 750B270 62.000 EACH| 4891.23000 303256.26| 6600.00000 409200.00| 5035.80000 312219.60 Offset Luminaire Assembly With ILD, | | | Single | | | 2710 750B271 18.000 EACH| 8145.64000 146621.52| 10100.00000 181800.00| 8386.40000 150955.20 Offset Luminaire Assembly With ILD, | | | Double | | | 2720 750C000 6.000 EACH| 1666.74000 10000.44| 700.00000 4200.00| 1716.00000 10296.00 Electrical Junction Box, Type 1 | | | 2730 750C002 16.000 EACH| 667.77000 10684.32| 650.00000 10400.00| 687.50000 11000.00 Electrical Junction Box, Type 3 | | | 2740 750D153 112.000 M | 14.96000 1675.52| 13.00000 1456.00| 15.40000 1724.80 Metallic Conduit, 27 mm | | | 2750 750E004 112.000 M | 2.14000 239.68| 1.60000 179.20| 2.20000 246.40 Conductor, #6 AWG | | | 2760 750E006 224.000 M | 3.74000 837.76| 2.90000 649.60| 3.85000 862.40 Conductor, #2 AWG | | | 2770 750F002 1.000 EACH| 12767.37000 12767.37| 7500.00000 7500.00| 13145.00000 13145.00 Lighting Control Center, Type WP | | | 2780 750N011 11.000 EACH| 1401.77000 15419.47| 750.00000 8250.00| 1443.20000 15875.20 Roadway Pole Foundation, Concrete | | | 2790 750N012 69.000 EACH| 785.30000 54185.70| 650.00000 44850.00| 808.50000 55786.50 Roadway Pole Foundation, Auger Base | | | 2800 750P000 3718.000 M | 12.61000 46883.98| 7.50000 27885.00| 12.98000 48259.64 Combined Duct And Cable, 3 #6 AWG | | | 2810 750P003 374.000 M | 14.96000 5595.04| 8.50000 3179.00| 15.40000 5759.60 Combined Duct And Cable, 2 #4, 1 #6 AWG | | | 2820 750P006 727.000 M | 17.10000 12431.70| 9.00000 6543.00| 17.60000 12795.20 Combined Duct And Cable, 2 #2, 1 #6 AWG | | | 2830 750P009 934.000 M | 20.31000 18969.54| 11.00000 10274.00| 20.90000 19520.60 Combined Duct And Cable, 2 #1/0, 1 #6 | | | AWG | | | 2840 750P010 775.000 M | 22.44000 17391.00| 12.50000 9687.50| 23.10000 17902.50 Combined Duct And Cable, 2 #2/0, 1 #4 | | | AWG | | | 2850 756A006 111.000 M | 47.01000 5218.11| 40.00000 4440.00| 48.40000 5372.40 103 mm Electrical Conduit, 1 Line, Type | | | 1 Installation | | | 2860 756A022 117.000 M | 56.52000 6612.84| 65.00000 7605.00| 58.30000 6821.10 103 mm Electrical Conduit, 1 Line, Type | | | 5 Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -19 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 10016 |(3) 18024 |APAC-ALABAMA, INC. |JONES BROS., INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2870 998A000 LUMP| 1.00000 1.00| 1.00000 1.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 1,270,500.00) | | | 2880 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 18,258,982.91| $ 18,652,583.15| $ 19,437,425.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,258,982.91| $ 18,652,583.15| $ 19,437,425.08 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -20 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 23009 | |S & M EQUIPMENT CO., INC. |WHITAKER CONTRACTING CORPORA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 201A000 LUMP| 540000.00000 540000.00| 1068000.00000 1068000.00| Clearing & Grubbing (Approximately 48 | | | Hectares) | | | 0020 205A001 1.000 EACH| 5000.00000 5000.00| 9500.00000 9500.00| Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 5000.00000 5000.00| 4000.00000 4000.00| Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 5000.00000 5000.00| 200.00000 200.00| Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 5000.00000 5000.00| 200.00000 200.00| Removal Of Structures, Structure No. 3A | | | 0060 205A005 1.000 EACH| 5000.00000 5000.00| 1500.00000 1500.00| Removal Of Structures, Structure No. 3B | | | 0070 206B000 LUMP| 5500.00000 5500.00| 1500.00000 1500.00| Removal Of Old Box Culvert, Station | | | Station 14+40 | | | 0080 206B001 LUMP| 3250.00000 3250.00| 950.00000 950.00| Removal Of Old Box Culvert, Station | | | Station 15+25 | | | 0090 206C000 55.000 M2 | 270.00000 14850.00| 10.00000 550.00| Removing Concrete Sidewalk | | | 0100 206D000 409.000 M | 15.09000 6171.81| 6.00000 2454.00| Removing Pipe | | | 0110 206D001 112.000 M | 12.25000 1372.00| 11.00000 1232.00| Removing Guardrail | | | 0120 206D003 315.000 M | 7.60000 2394.00| 9.00000 2835.00| Removing Curb And Gutter | | | 0130 206D009 235.000 M | 34.00000 7990.00| 48.75000 11456.25| Removing New Jersey Barrier Rail | | | 0140 206E000 27.000 EACH| 200.00000 5400.00| 300.00000 8100.00| Removing Headwalls | | | 0150 206E001 9.000 EACH| 285.00000 2565.00| 300.00000 2700.00| Removing Inlets | | | 0160 206E008 8.000 EACH| 175.00000 1400.00| 125.00000 1000.00| Removing Guardrail End Anchor (All Type)| | | 0170 206E020 1.000 EACH| 1550.00000 1550.00| 1800.00000 1800.00| Removing Existing Overhead Sign | | | Structure | | | 0180 206E035 3.000 EACH| 100.00000 300.00| 100.00000 300.00| Removing Concrete Picnic Tables | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -21 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 23009 | |S & M EQUIPMENT CO., INC. |WHITAKER CONTRACTING CORPORA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 206E041 1.000 EACH| 950.00000 950.00| 400.00000 400.00| Removing Impact Attenuators | | | 0200 209A000 1.000 EACH| 500.00000 500.00| 100.00000 100.00| Mailbox Reset, Single | | | 0210 210A000 654295.000 M3 | 8.10000 5299789.50| 11.43000 7478591.85| Unclassified Excavation | | | 0220 210D011 17382.000 M3 | 9.75000 169474.50| 5.72000 99425.04| Borrow Excavation (A4 Or Better) | | | 0230 214A000 15034.000 M3 | 25.75000 387125.50| 18.00000 270612.00| Structure Excavation | | | 0240 214B001 2120.000 M3 | 27.00000 57240.00| 12.00000 25440.00| Foundation Backfill, Commercial | | | 0250 215A000 390.000 M3 | 15.00000 5850.00| 18.00000 7020.00| Unclassified Bridge Excavation | | | 0260 215B000 LUMP| 5000.00000 5000.00| 1.00000 1.00| Cofferdams Or Sheeting And Shoring, | | | Station 107+93.00 E.B.L. | | | 0270 215B001 LUMP| 5000.00000 5000.00| 1.00000 1.00| Cofferdams Or Sheeting And Shoring, | | | Station 107+93.00 W.B.L. | | | 0280 224A000 800.000 M3 | 20.00000 16000.00| 11.43000 9144.00| Lime Sink Excavation | | | 0290 224C003 1960.000 MTON| 9.50000 18620.00| 8.00000 15680.00| Special Backfill For Lime Sink,ALDOT #57| | | 0300 224D000 800.000 M3 | 175.00000 140000.00| 131.00000 104800.00| Concrete Seal For Lime Sink | | | 0310 230A000 94.000 RBST| 900.00000 84600.00| 328.00000 30832.00| Roadbed Processing | | | 0320 250B000 120.000 M3 | 50.00000 6000.00| 11.43000 1371.60| Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0330 250C000 3.000 EACH| 5750.00000 17250.00| 1800.00000 5400.00| Underground Storage Tank Removal | | | (Specialty Item) | | | 0340 250N000 90850.000 L | 0.80000 72680.00| 0.55000 49967.50| Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | 0350 301A004 69829.000 M2 | 2.58000 180158.82| 2.74000 191331.46| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 100 mm Compacted Thickness | | | 0360 301A006 121.000 M2 | 2.89000 349.69| 2.74000 331.54| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 115 mm Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -22 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 23009 | |S & M EQUIPMENT CO., INC. |WHITAKER CONTRACTING CORPORA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 301A012 120293.000 M2 | 4.02000 483577.86| 3.26000 392155.18| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0380 401A000 102724.000 M2 | 0.60000 61634.40| 0.31000 31844.44| Bituminous Treatment A | | | 0390 401B100 62672.000 M2 | 1.18000 73952.96| 0.98000 61418.56| Bituminous Treatment E (With Polymer | | | Additive) | | | 0400 401B108 9035.000 M2 | 1.86000 16805.10| 1.56000 14094.60| Bituminous Treatment G (With Polymer | | | Additive) | | | 0410 405A000 6948.000 L | 0.50000 3474.00| 0.26000 1806.48| Tack Coat | | | 0420 408A052 3133.000 M2 | 2.90000 9085.70| 1.00000 3133.00| Planing Existing Pavement | | | (Approximately 26 mm Thru 50 mm Thick) | | | 0430 408A055 720.000 M2 | 3.80000 2736.00| 2.20000 1584.00| Planing Existing Pavement | | | (Approximately 101 mm Thru 125 mm Thick)| | | 0440 410B000 1.000 EACH| 6500.00000 6500.00| 2000.00000 2000.00| State Furnished Profilograph | | | 0450 410H000 1.000 EACH| 56500.00000 56500.00| 18500.00000 18500.00| Material Remixing Device | | | 0460 424A240 5991.000 MTON| 32.77000 196325.07| 38.20000 228856.20| Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0470 424A247 533.000 MTON| 39.48000 21042.84| 43.71000 23297.43| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | 0480 424A280 2505.000 MTON| 37.75000 94563.75| 44.11000 110495.55| Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0490 424B241 1775.000 MTON| 22.38000 39724.50| 31.50000 55912.50| Superpave Bituminous Concrete Binder | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0500 424B282 6982.000 MTON| 25.23000 176155.86| 34.84000 243252.88| Superpave Bituminous Concrete Upper | | | Binder Layer, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -23 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 23009 | |S & M EQUIPMENT CO., INC. |WHITAKER CONTRACTING CORPORA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 424B442 13261.000 MTON| 20.43000 270922.23| 30.56000 405256.16| Superpave Bituminous Concrete Upper | | | Binder Layer, 37.5 mm Maximum Aggregate | | | Size, ESAL Range C | | | 0520 424B447 100.000 MTON| 32.77000 3277.00| 43.71000 4371.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0530 424C241 17489.000 MTON| 20.43000 357300.27| 30.56000 534463.84| Superpave Bituminous Concrete Base | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0540 424C281 15618.000 MTON| 25.23000 394042.14| 34.29000 535541.22| Superpave Bituminous Concrete Base | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0550 428B000 31726.000 M | 0.80000 25380.80| 1.00000 31726.00| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0560 429B246 21.000 MTON| 65.00000 1365.00| 57.12000 1199.52| Improved Bituminous Concrete Binder | | | Layer, Patching, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0570 430B035 58.000 MTON| 18.00000 1044.00| 8.00000 464.00| Aggregate Surfacing (ALDOT #467, #410 | | | Modified, Or #57) | | | 0580 450B000 276.000 M2 | 78.20000 21583.20| 72.00000 19872.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0590 502A000 112488.000 KG | 1.45000 163107.60| 1.25000 140610.00| Steel Reinforcement | | | 0600 502A001 74912.000 KG | 1.58000 118360.96| 1.10000 82403.20| Steel Reinforcement (Grade 400) | | | 0610 502B000 LUMP| 70060.00000 70060.00| 57200.00000 57200.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 107+93.00 E.B.L. | | | (Approx. 62342 KG) (Grade 400 MPA) | | | 0620 502B001 LUMP| 70060.00000 70060.00| 56500.00000 56500.00| Steel Reinforcement For Bridge | | | Superstructure Sta. 107+93 W.B.L. | | | (Approx. 62806 KG) (Grade 400 MPA) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -24 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 23009 | |S & M EQUIPMENT CO., INC. |WHITAKER CONTRACTING CORPORA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 505C004 407.000 M | 131.10000 53357.70| 110.00000 44770.00| Steel Piling (HP 360x108) | | | 0640 505G004 48.000 EACH| 132.25000 6348.00| 102.00000 4896.00| Pile Points (Type A, 360 mm) | | | 0650 508A000 8254.000 KG | 5.26000 43416.04| 2.75000 22698.50| Structural Steel | | | 0660 510A000 674.000 M3 | 395.50000 266567.00| 235.00000 158390.00| Bridge Substructure Concrete, Class A | | | 0670 510C051 LUMP| 276000.00000 276000.00| 176000.00000 176000.00| Bridge Concrete Superstructure, Sta. | | | 107+93.00 E.B.L. (Approx. 493 Cubic | | | Meters) | | | 0680 510C052 LUMP| 273000.00000 273000.00| 174500.00000 174500.00| Bridge Concrete Superstructure, Sta. | | | 107+93.00 W.B.L. (Approx. 482 Cubic | | | Meters) | | | 0690 510E000 2688.000 M2 | 2.88000 7741.44| 2.63000 7069.44| Grooving Concrete Bridge Decks | | | 0700 511A004 80.000 EACH| 824.90000 65992.00| 450.00000 36000.00| Elastomeric Bearings, Type 4 | | | 0710 513B017 1396.000 M | 438.44000 612062.24| 352.49000 492076.04| Pretensioned-Prestressed Concrete | | | Girders, Type BT-1830 (Specialty Item) | | | 0720 525A000 1533.000 M3 | 327.70000 502364.10| 205.00000 314265.00| Retaining Wall Concrete | | | 0730 530A000 5.000 M | 125.77000 628.85| 126.50000 632.50| 375 mm Roadway Pipe (Class 3 R.C.) | | | 0740 530A001 1123.000 M | 131.76000 147966.48| 132.00000 148236.00| 450 mm Roadway Pipe (Class 3 R.C.) | | | 0750 530A002 68.000 M | 153.16000 10414.88| 152.50000 10370.00| 600 mm Roadway Pipe (Class 3 R.C.) | | | 0760 530A003 148.000 M | 180.68000 26740.64| 178.50000 26418.00| 750 mm Roadway Pipe (Class 3 R.C.) | | | 0770 530A005 84.000 M | 242.81000 20396.04| 237.50000 19950.00| 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0780 530A012 48.000 M | 138.09000 6628.32| 139.00000 6672.00| 450 mm Roadway Pipe (Class 4 R.C.) | | | 0790 530A013 60.000 M | 161.92000 9715.20| 160.75000 9645.00| 600 mm Roadway Pipe (Class 4 R.C.) | | | 0800 530A016 104.000 M | 296.33000 30818.32| 287.00000 29848.00| 1050 mm Roadway Pipe (Class 4 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -25 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 23009 | |S & M EQUIPMENT CO., INC. |WHITAKER CONTRACTING CORPORA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 530A661 34.000 M | 134.09000 4559.06| 139.00000 4726.00| 450 mm Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0820 530B001 53.000 M | 154.70000 8199.10| 155.00000 8215.00| 560 mm Span X 345 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0830 530B003 118.000 M | 235.69000 27811.42| 205.00000 24190.00| 920 mm Span X 570 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0840 530B004 127.000 M | 322.14000 40911.78| 250.00000 31750.00| 1110 mm Span X 675 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0850 530B007 26.000 M | 533.35000 13867.10| 375.00000 9750.00| 1650 mm Span X 1015 mm Rise Roadway | | | Pipe(Class 3 R.C.) | | | 0860 530B008 50.000 M | 578.97000 28948.50| 450.00000 22500.00| 1855 mm Span X 1145 mm Rise Roadway | | | Pipe(Class 3 R.C.) | | | 0870 535A085 21.000 M | 155.87000 3273.27| 152.50000 3202.50| 600 mm Side Drain Pipe (Class 3 R.C.) | | | 0880 600A000 LUMP| 969690.00000 969690.00| 582000.00000 582000.00| Mobilization | | | 0890 601A000 1.000 EACH| 37500.00000 37500.00| 5500.00000 5500.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0900 602A000 49.000 EACH| 60.00000 2940.00| 150.00000 7350.00| Right Of Way Markers | | | 0910 603A002 1.000 EACH| 69500.00000 69500.00| 22000.00000 22000.00| Furnishing Type 3 Field Office | | | 0920 606A000 300.000 M | 55.00000 16500.00| 8.20000 2460.00| 150 mm Underdrain Pipe | | | 0930 610C001 1805.000 MTON| 21.00000 37905.00| 16.00000 28880.00| Loose Riprap, Class 2 | | | 0940 610D000 1663.000 M2 | 0.85000 1413.55| 2.00000 3326.00| Filter Blanket | | | 0950 614A000 1991.000 M3 | 390.00000 776490.00| 245.00000 487795.00| Slope Paving | | | 0960 614A001 323.000 M3 | 345.00000 111435.00| 350.00000 113050.00| Slope Paving (Under Bridges) | | | 0970 618A000 41.000 M2 | 26.40000 1082.40| 56.00000 2296.00| Concrete Sidewalk, 100 mm Thick | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -26 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 23009 | |S & M EQUIPMENT CO., INC. |WHITAKER CONTRACTING CORPORA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 618B002 82.000 M2 | 30.36000 2489.52| 45.00000 3690.00| Concrete Driveway, 150 mm Thick | | | 0990 619A002 26.000 EACH| 510.00000 13260.00| 450.00000 11700.00| 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 1000 619A003 4.000 EACH| 800.00000 3200.00| 625.00000 2500.00| 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 1010 619A004 5.000 EACH| 700.00000 3500.00| 750.00000 3750.00| 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 1020 619A006 3.000 EACH| 1400.00000 4200.00| 1150.00000 3450.00| 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 1030 619A056 2.000 EACH| 2000.00000 4000.00| 1750.00000 3500.00| 1050 mm Roadway Pipe End Treatment, | | | Class 2 | | | 1040 619A127 2.000 EACH| 825.00000 1650.00| 900.00000 1800.00| 600 mm Side Drain Pipe End Treatment, | | | Class 2 | | | 1050 619B019 1.000 EACH| 1850.00000 1850.00| 650.00000 650.00| 1110 mm Span, 675 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 1060 619B069 1.000 EACH| 2200.00000 2200.00| 1050.00000 1050.00| 1110 mm Span, 675 mm Rise Roadway Pipe | | | End Treatment, Class 2 | | | 1070 619B266 2.000 EACH| 750.00000 1500.00| 850.00000 1700.00| 560 mm Span, 345 mm Rise Roadway Pipe | | | End Treatment, Class 1 (Double Line) | | | 1080 619B268 1.000 EACH| 925.00000 925.00| 900.00000 900.00| 920 mm Span, 570 mm Rise Roadway Pipe | | | End Treatment, Class 1 (Double Line) | | | 1090 619B269 2.000 EACH| 3850.00000 7700.00| 1000.00000 2000.00| 1110 mm Span, 675 mm Rise Roadway Pipe | | | End Treatment, Class 1 (Double Line) | | | 1100 619B283 1.000 EACH| 2950.00000 2950.00| 1600.00000 1600.00| 920 mm Span, 570 mm Rise Roadway Pipe | | | End Treatment, Class 2 (Double Line) | | | 1110 620A000 4.000 M3 | 450.00000 1800.00| 735.00000 2940.00| Minor Structure Concrete | | | 1120 621A000 6.000 EACH| 1550.00000 9300.00| 2100.00000 12600.00| Junction Boxes, Type 1, 1P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -27 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 23009 | |S & M EQUIPMENT CO., INC. |WHITAKER CONTRACTING CORPORA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1130 621A001 1.000 EACH| 1950.00000 1950.00| 2300.00000 2300.00| Junction Boxes, Type 1, 2P Or 5 | | | 1140 621A005 1.000 EACH| 1500.00000 1500.00| 2500.00000 2500.00| Junction Boxes, Type 1 | | | 1150 621A016 2.000 EACH| 1950.00000 3900.00| 2500.00000 5000.00| Junction Boxes, Type 4, 1P Or 5 | | | 1160 621A022 1.000 EACH| 1800.00000 1800.00| 3100.00000 3100.00| Junction Boxes, Type 1 (Modified) | | | 1170 621B013 3.000 EACH| 325.00000 975.00| 500.00000 1500.00| Junction Box Units, Type 4, 1P Or 5 | | | 1180 621B034 1.000 EACH| 375.00000 375.00| 620.00000 620.00| Junction Box Units, Type 1 (Modified) | | | 1190 621C020 10.000 EACH| 2000.00000 20000.00| 2500.00000 25000.00| Inlets, Type Y | | | 1200 621C031 18.000 EACH| 1850.00000 33300.00| 2000.00000 36000.00| Inlets, Type S3 (1 Wing) | | | 1210 621C033 1.000 EACH| 1950.00000 1950.00| 2300.00000 2300.00| Inlets, Type S3 (2 Wing) | | | 1220 621C069 2.000 EACH| 1975.00000 3950.00| 3200.00000 6400.00| Inlets, Type E3 | | | 1230 621C070 9.000 EACH| 2100.00000 18900.00| 4500.00000 40500.00| Inlets, Type E4 | | | 1240 621C071 10.000 EACH| 2100.00000 21000.00| 1950.00000 19500.00| Inlets, Type S3 (1 Wing) (Modified) | | | 1250 621D019 17.000 EACH| 330.00000 5610.00| 450.00000 7650.00| Inlet Units, Type Y | | | 1260 621D020 21.000 EACH| 325.00000 6825.00| 450.00000 9450.00| Inlet Units, Type S3 | | | 1270 621D046 4.000 EACH| 350.00000 1400.00| 750.00000 3000.00| Inlet Units, Type E3 | | | 1280 621D047 15.000 EACH| 320.00000 4800.00| 750.00000 11250.00| Inlet Units, Type E4 | | | 1290 621I000 2.000 EACH| 3250.00000 6500.00| 2750.00000 5500.00| Stilling Basins, Type 00 | | | 1300 623A000 32.000 M | 45.00000 1440.00| 35.00000 1120.00| Concrete Gutter | | | 1310 623B000 1328.000 M | 31.50000 41832.00| 20.50000 27224.00| Concrete Curb, Type N | | | 1320 623B001 33.000 M | 35.00000 1155.00| 95.00000 3135.00| Concrete Curb, Type N Special | | | 1330 623C000 1954.000 M | 34.00000 66436.00| 29.85000 58326.90| Combination Curb & Gutter, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -28 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 23009 | |S & M EQUIPMENT CO., INC. |WHITAKER CONTRACTING CORPORA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1340 629A005 69.000 M | 325.62000 22467.78| 88.60000 6113.40| Concrete Median Or Safety Barrier, Type | | | 4A (Reinforced) | | | 1350 629A023 26.000 M | 565.80000 14710.80| 270.00000 7020.00| Concrete Median Or Safety Barrier, Type | | | 5 (Special) | | | 1360 629A048 427.000 M | 175.00000 74725.00| 105.00000 44835.00| Concrete Median Or Safety Barrier,Type | | | 1 (Reinforced) | | | 1370 629A051 1282.000 M | 195.00000 249990.00| 131.25000 168262.50| Concrete Median Or Safety Barrier, Type | | | 1 (Modified) | | | 1380 629C002 3.000 EACH| 750.00000 2250.00| 1500.00000 4500.00| Concrete Median Or Safety Barrier End | | | Section, (Type TES) | | | 1390 630A000 693.000 M | 42.29000 29306.97| 37.10000 25710.30| Steel Beam Guardrail, Class A, Type 1 | | | 1400 630C001 8.000 EACH| 741.00000 5928.00| 650.00000 5200.00| Guardrail End Anchor, Type 8 | | | 1410 630C003 5.000 EACH| 1117.20000 5586.00| 980.00000 4900.00| Guardrail End Anchor, Type 13 | | | 1420 630C050 2.000 EACH| 2166.00000 4332.00| 1900.00000 3800.00| Guardrail End Anchor, Type 20 Series | | | 1430 630C070 11.000 EACH| 1425.00000 15675.00| 1250.00000 13750.00| Guardrail End Anchor, Type 10 Series | | | 1440 634A002 7225.000 M | 27.93000 201794.25| 25.97000 187633.25| Industrial Fence, 1.83 Meters High | | | 1450 634D004 2.000 EACH| 1102.38000 2204.76| 1025.00000 2050.00| Gate, 4.27 Meters Wide, Complete With | | | Fittings (Without Barbed Wire) | | | 1460 641A036 439.000 M | 53.65000 23552.35| 90.00000 39510.00| 203.2 Millimeter D.I. Water Main Laid | | | 1470 641A038 230.000 M | 72.62000 16702.60| 109.15000 25104.50| 304.8 Millimeter D.I. Water Main Laid | | | 1480 641A040 1374.000 M | 100.69000 138348.06| 133.95000 184047.30| 406.4 Millimeter D.I. Water Main Laid | | | 1490 641A041 64.000 M | 117.72000 7534.08| 145.25000 9296.00| 457.2 Millimeter D.I. Water Main Laid | | | 1500 641A092 1508.000 M | 159.81000 240993.48| 182.00000 274456.00| 609.6 Millimeter D.I. Water Main Laid | | | 1510 641F006 1.000 EACH| 2850.00000 2850.00| 4100.00000 4100.00| 304.8 Milimeter X 304.8 Milimeter | | | Tapping Valve & Sleeve | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -29 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 23009 | |S & M EQUIPMENT CO., INC. |WHITAKER CONTRACTING CORPORA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1520 641F011 4.000 EACH| 2350.00000 9400.00| 2375.00000 9500.00| 203.2 Millimeter X 203.2 Millimeter | | | Tapping Valve & Sleeve | | | 1530 641F065 3.000 EACH| 4500.00000 13500.00| 8150.00000 24450.00| 406.4 Millimeter Tapping Valve And | | | Sleeve | | | 1540 641F066 1.000 EACH| 4250.00000 4250.00| 13325.00000 13325.00| 457.2 Millimeter Tapping Valve And | | | Sleeve | | | 1550 641G025 1.000 EACH| 8500.00000 8500.00| 11000.00000 11000.00| 150 Millimeter Regulator Station | | | 1560 641G026 1.000 EACH| 9250.00000 9250.00| 9500.00000 9500.00| 203.2 Millimeter Regulator Station | | | 1570 641J000 1.000 EACH| 1725.00000 1725.00| 2500.00000 2500.00| Fire Hydrant | | | 1580 649A007 33.000 M | 220.00000 7260.00| 642.50000 21202.50| 304.8 Millimeter Encasement Pipe, Type | | | 1 Installation | | | 1590 649A028 760.000 M | 150.00000 114000.00| 242.70000 184452.00| 406.4 Millimeter Encasement Pipe, Type | | | 1 Installation | | | 1600 649A035 72.000 M | 400.00000 28800.00| 525.00000 37800.00| 508 Millimeter Encasement Pipe, Type 2 | | | Installation | | | 1610 649A036 851.000 M | 495.00000 421245.00| 525.00000 446775.00| 609.6 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1620 650A000 13703.000 M3 | 9.00000 123327.00| 6.50000 89069.50| Topsoil | | | 1630 652A050 12.000 HA | 915.42000 10985.04| 851.18000 10214.16| Seeding (Mix 1A) | | | 1640 652A053 2.000 HA | 915.42000 1830.84| 851.18000 1702.36| Seeding (Mix 1E) | | | 1650 652B050 23.000 HA | 843.60000 19402.80| 784.40000 18041.20| Temporary Seeding (Mix 1AT) | | | 1660 652C000 28.000 HA | 84.36000 2362.08| 78.44000 2196.32| Mowing | | | 1670 652D050 12.000 HA | 843.60000 10123.20| 784.40000 9412.80| Seeding In Stubble (Mix 1A) | | | 1680 654A001 14516.000 M2 | 4.56000 66192.96| 4.24000 61547.84| Solid Sodding (Bermuda) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -30 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 23009 | |S & M EQUIPMENT CO., INC. |WHITAKER CONTRACTING CORPORA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1690 656A000 12.000 HA | 1126.78000 13521.36| 1047.70000 12572.40| Mulching, Class A, Type 1 | | | 1700 656A001 2.000 HA | 1126.78000 2253.56| 1047.70000 2095.40| Mulching, Class A, Type 2 | | | 1710 658A001 2.000 HA | 4507.10000 9014.20| 4191.00000 8382.00| Hydro-Seeding & Mulching (Mix 1E) | | | 1720 659A000 1000.000 M2 | 3.99000 3990.00| 3.71000 3710.00| Erosion Control Netting, Class A | | | 1730 659A001 1000.000 M2 | 3.99000 3990.00| 3.71000 3710.00| Erosion Control Netting, Class B | | | 1740 665B000 23.000 HA | 843.60000 19402.80| 784.40000 18041.20| Temporary Mulching | | | 1750 665F000 2964.000 EACH| 4.56000 13515.84| 5.00000 14820.00| Hay Bales | | | 1760 665I000 11488.000 MTON| 16.25000 186680.00| 16.00000 183808.00| Temporary Riprap, Class 2 | | | 1770 665J000 5114.000 M | 10.26000 52469.64| 9.54000 48787.56| Silt Fence, Type A | | | 1780 665K000 364.000 M3 | 25.00000 9100.00| 10.00000 3640.00| Drainage Sump Excavation | | | 1790 680A000 LUMP| 150000.00000 150000.00| 165000.00000 165000.00| Engineering Controls | | | 1800 701C002 10.000 KM | 240.54000 2405.40| 211.00000 2110.00| Broken Temporary Traffic Stripe (Paint) | | | 1810 701C003 18.000 KM | 269.04000 4842.72| 236.00000 4248.00| Solid Temporary Traffic Stripe (Paint) | | | 1820 701C004 10.000 KM | 1983.00000 19830.00| 1740.00000 17400.00| Broken Temporary Traffic Stripe (Tape) | | | 1830 701C005 18.000 KM | 4250.00000 76500.00| 3728.00000 67104.00| Solid Temporary Traffic Stripe (Tape) | | | 1840 701D007 4.000 KM | 850.00000 3400.00| 745.00000 2980.00| Solid Traffic Stripe Removed (Paint) | | | 1850 701D009 4.000 KM | 566.00000 2264.00| 497.00000 1988.00| Solid Traffic Stripe Removed (Tape) | | | 1860 701D014 2.000 KM | 708.00000 1416.00| 621.00000 1242.00| Broken Traffic Stripe Removed (Paint) | | | 1870 701D016 2.000 KM | 567.00000 1134.00| 497.00000 994.00| Broken Traffic Stripe Removed (Tape) | | | 1880 701G121 282.000 M | 6.45000 1818.90| 5.66000 1596.12| Broken White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -31 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 23009 | |S & M EQUIPMENT CO., INC. |WHITAKER CONTRACTING CORPORA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1890 701G125 282.000 M | 13.68000 3857.76| 12.00000 3384.00| Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1900 701G133 282.000 M | 14.36000 4049.52| 12.60000 3553.20| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1910 702A007 2.000 KM | 1505.00000 3010.00| 1322.00000 2644.00| Broken Yellow, Inverted Profile Traffic | | | Stripe (150mm Wide) | | | 1920 702A008 9.000 KM | 31.50000 283.50| 2765.00000 24885.00| Solid White, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 1930 702A009 11.000 KM | 31.50000 346.50| 2765.00000 30415.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 1940 702A010 10.000 KM | 1500.00000 15000.00| 1321.00000 13210.00| Broken White, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 1950 702B001 1050.000 M | 767.00000 805350.00| 6.73000 7066.50| Dotted Inverted Profile Traffic Stripe | | | (150 mm Wide) | | | 1960 703A002 791.000 M2 | 22.80000 18034.80| 20.00000 15820.00| Traffic Control Markings, Class 2, Type | | | A | | | 1970 703B002 56.000 M2 | 34.20000 1915.20| 30.00000 1680.00| Traffic Control Legends, Class 2, Type A| | | 1980 703C000 12.000 M2 | 36.48000 437.76| 32.00000 384.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1990 703D000 178.000 M2 | 61.56000 10957.68| 54.00000 9612.00| Temporary Traffic Control Markings(Tape)| | | 2000 703D002 178.000 M2 | 15.96000 2840.88| 14.00000 2492.00| Temporary Traffic Control Markings | | | (Paint) | | | 2010 703E002 26.000 M2 | 15.96000 414.96| 14.00000 364.00| Temporary Traffic Control Legends | | | (Paint) | | | 2020 705A011 674.000 EACH| 4.56000 3073.44| 4.00000 2696.00| Pavement Markers, Class C, Type 1-A | | | 2030 705A012 49.000 EACH| 4.56000 223.44| 4.00000 196.00| Pavement Markers, Class C, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -32 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 23009 | |S & M EQUIPMENT CO., INC. |WHITAKER CONTRACTING CORPORA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2040 705A023 24.000 EACH| 4.56000 109.44| 4.00000 96.00| Pavement Markers, Class C, Type 2-D | | | 2050 705A030 6.000 EACH| 5.99000 35.94| 5.25000 31.50| Pavement Markers, Class A-H, Type 2-C | | | 2060 705A031 574.000 EACH| 5.70000 3271.80| 5.00000 2870.00| Pavement Markers, Class A-H, Type 1-A | | | 2070 705A032 330.000 EACH| 5.70000 1881.00| 5.00000 1650.00| Pavement Markers, Class A-H, Type 1-B | | | 2080 705A037 31.000 EACH| 5.99000 185.69| 5.25000 162.75| Pavement Markers, Class A-H, Type 2-D | | | 2090 707B003 1.000 EACH| 239.40000 239.40| 210.00000 210.00| Type A Hazard Marker Installation | | | 2100 710A115 94.000 M2 | 171.00000 16074.00| 150.00000 14100.00| Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 2110 710A116 114.000 M2 | 285.00000 32490.00| 250.00000 28500.00| Class 2, Alum Multi Flat Sign Panels | | | 3.175 mm Thick or Steel Multi Flat Sign | | | Panels 2.657 Thick (Ty III or IV | | | Background) | | | 2120 710A118 17.000 M2 | 285.00000 4845.00| 250.00000 4250.00| Class 2, Aluminum Flat Sign Panels | | | 3.175 mm Thick Or Steel Flat Sign | | | Panels2.657 mm Thick (Ty III Or Ty IV | | | Background) | | | 2130 710A119 3.000 M2 | 285.00000 855.00| 250.00000 750.00| Class 2A, Alum Flat Sign Panels 3.175 | | | mm Thick Or Steel Flat Sign Panels | | | 2.657 mm Thick (Type III Or Type IV | | | Background) | | | 2140 710B001 314.000 M | 21.09000 6622.26| 18.50000 5809.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 2150 710B007 16.000 M | 162.45000 2599.20| 142.50000 2280.00| Roadway Sign Post (W150 x 22 Steel Beam)| | | 2160 710B010 16.000 M | 139.08000 2225.28| 122.00000 1952.00| Roadway Sign Post (W150 x 14 Steel Beam)| | | 2170 710B011 43.000 M | 137.94000 5931.42| 121.00000 5203.00| Roadway Sign Post (W150 x 18 Steel Beam)| | | 2180 710B019 4.000 M | 55.00000 220.00| 55.00000 220.00| Roadway Sign Post (87.5 mm x 87.5 mm x | | | 6.25 mm Square Tubular Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -33 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 23009 | |S & M EQUIPMENT CO., INC. |WHITAKER CONTRACTING CORPORA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2190 710C000 LUMP| 13680.00000 13680.00| 12000.00000 12000.00| Removal Of Existing Roadway Signs | | | 2200 711A000 LUMP| 12540.00000 12540.00| 11000.00000 11000.00| Roadway Sign Relocation | | | 2210 715A000 LUMP| 29070.00000 29070.00| 25500.00000 25500.00| Overhead Roadway Sign Structure | | | (O.H.S.B. 1) | | | 2220 715A001 LUMP| 28500.00000 28500.00| 25000.00000 25000.00| Overhead Roadway Sign Structure | | | (O.H.S.B. 2) | | | 2230 715A002 LUMP| 28956.00000 28956.00| 25400.00000 25400.00| Overhead Roadway Sign Structure | | | (O.H.S.B. 3) | | | 2240 715A003 LUMP| 28956.00000 28956.00| 25400.00000 25400.00| Overhead Roadway Sign Structure | | | (O.H.S.B. 4) | | | 2250 715A004 LUMP| 18525.00000 18525.00| 16250.00000 16250.00| Overhead Roadway Sign Structure (O.H.C. | | | 1) | | | 2260 720A000 1.000 EACH| 20000.00000 20000.00| 21000.00000 21000.00| Vehicular Impact Attenuator Assembly | | | (Quadguard Model No. QS2402Y) | | | 2270 720A001 1.000 EACH| 20000.00000 20000.00| 21000.00000 21000.00| Vehicular Impact Attenuator Assembly | | | (Quadguard Model No. QS2404Y) | | | 2280 720A002 1.000 EACH| 20000.00000 20000.00| 21000.00000 21000.00| Vehicular Impact Attenuator Assembly | | | (Quadguard Model No. QS3006Y) | | | 2290 724A000 1727.000 M | 15.00000 25905.00| 18.50000 31949.50| Temporary Asphalt Island | | | 2300 726A000 177.000 M | 134.61000 23825.97| 133.00000 23541.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 2310 726A001 13.000 M | 373.92000 4860.96| 440.00000 5720.00| Portable Concrete Safety Barriers, Type | | | 6-A | | | 2320 726D000 4.000 EACH| 6500.00000 26000.00| 18000.00000 72000.00| Portable Impact Attenuator (Quadguard | | | Model No. QZ2404Y) | | | 2330 730A000 LUMP| 1710.00000 1710.00| 2400.00000 2400.00| Removal Of Existing Traffic Control | | | Unit (Existing I-565 & Maysville Road) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -34 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 23009 | |S & M EQUIPMENT CO., INC. |WHITAKER CONTRACTING CORPORA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2340 730A001 LUMP| 1767.00000 1767.00| 2500.00000 2500.00| Removal Of Existing Traffic Control | | | Unit (I-565 & Detour Road) | | | 2350 730A002 LUMP| 1767.00000 1767.00| 2190.00000 2190.00| Removal Of Existing Traffic Control | | | Unit (Existing U.S. 72 & Detour Road) | | | 2360 730C000 LUMP| 2821.50000 2821.50| 3100.00000 3100.00| Furnishing And Installing Traffic | | | Control Unit (U.S. 72 & Ramps A and D1) | | | 2370 730C001 LUMP| 2821.50000 2821.50| 2650.00000 2650.00| Furnishing And Installing Traffic | | | Control Unit (U.S. 72 & Maysville Road) | | | 2380 730C002 LUMP| 3163.50000 3163.50| 2930.00000 2930.00| Furnishing And Installing Traffic | | | Control Unit (I-565 & Detour) | | | 2390 730C003 LUMP| 3505.50000 3505.50| 3400.00000 3400.00| Furnishing And Installing Traffic | | | Control Unit (U.S. 72 & Detour) | | | 2400 730E000 6.000 EACH| 1339.50000 8037.00| 1514.00000 9084.00| Metal Traffic Signal Pole Foundation | | | 2410 730F000 2.000 EACH| 3619.50000 7239.00| 3128.00000 6256.00| Metal Traffic Signal Pole With 11.8 m | | | Mastarm Assembly | | | 2420 730F001 1.000 EACH| 4560.00000 4560.00| 3791.00000 3791.00| Metal Traffic Signal Pole With________ | | | Mast Arm Assembly 15.4 m | | | 2430 730F002 3.000 EACH| 5700.00000 17100.00| 4963.00000 14889.00| Metal Traffic Signal Pole With________ | | | Mast Arm Assembly 18.0 m | | | 2440 730H000 1838.000 M | 5.70000 10476.60| 14.81000 27220.78| Loop Detector | | | 2450 730I000 1956.000 M | 4.33000 8469.48| 9.80000 19168.80| Shielded Loop Detector Home-Run Cable | | | 2460 730J000 25.000 EACH| 125.40000 3135.00| 224.00000 5600.00| Loop Detector Amplifier | | | 2470 730K000 26.000 EACH| 421.80000 10966.80| 550.00000 14300.00| Traffic Signal Junction Box | | | 2480 730L012 607.000 M | 7.70000 4673.90| 7.00000 4249.00| Non-Metallic Conduit, 27 mm | | | 2490 730L015 497.000 M | 11.40000 5665.80| 12.28000 6103.16| Non-Metallic Conduit, 53 mm | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -35 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 23009 | |S & M EQUIPMENT CO., INC. |WHITAKER CONTRACTING CORPORA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2500 730L031 510.000 M | 12.26000 6252.60| 11.50000 5865.00| Metallic Conduit, 21 mm | | | 2510 730L032 510.000 M | 11.40000 5814.00| 14.00000 7140.00| Metallic Conduit, 27 mm | | | 2520 730N001 8.000 EACH| 843.60000 6748.80| 718.00000 5744.00| Luminaire Extension Assembly, 3.7 M | | | 2530 730P001 18.000 EACH| 421.80000 7592.40| 460.00000 8280.00| Vehicular Signal Head, 300 mm 3 Section | | | 2540 730P002 3.000 EACH| 712.50000 2137.50| 690.00000 2070.00| Vehicular Signal Head, 300 mm 5 Section | | | 2550 730R002 3.000 EACH| 7752.00000 23256.00| 9819.00000 29457.00| Traffic Controller, Type III, 4 Phase | | | 2560 730T000 8.000 EACH| 478.80000 3830.40| 718.00000 5744.00| Wood Pole | | | 2570 730U000 LUMP| 6612.00000 6612.00| 28710.00000 28710.00| Furnishing And Installing ATM Video | | | Equipment | | | 2580 740B000 148.000 M2 | 101.46000 15016.08| 100.00000 14800.00| Construction Signs | | | 2590 740C000 8.000 M2 | 102.60000 820.80| 105.00000 840.00| Special Construction Signs | | | 2600 740D000 421.000 EACH| 37.62000 15838.02| 52.50000 22102.50| Channelizing Drums | | | 2610 740E000 100.000 EACH| 11.29000 1129.00| 12.00000 1200.00| Cones (900 mm High) | | | 2620 740F002 43.000 EACH| 171.00000 7353.00| 216.00000 9288.00| Barricades, Type III | | | 2630 740I005 23.000 EACH| 82.08000 1887.84| 1500.00000 34500.00| Warning Lights, Type B (Detachable Head)| | | 2640 740L004 51.000 EACH| 33.63000 1715.13| 58.00000 2958.00| Vertical Panel, Type II (Single-Sided) | | | 2650 740M000 100.000 EACH| 7.41000 741.00| 1.00000 100.00| Ballast For Cone | | | 2660 741C010 1.000 EACH| 5700.00000 5700.00| 6500.00000 6500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2670 742A001 2.000 EACH| 23940.00000 47880.00| 21000.00000 42000.00| Portable Changeable Message Signs, Type | | | 2 | | | 2680 745A000 600.000 HOUR| 20.00000 12000.00| 28.00000 16800.00| Uniformed Police Officer | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -36 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 23009 | |S & M EQUIPMENT CO., INC. |WHITAKER CONTRACTING CORPORA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2690 750B261 16.000 EACH| 1333.80000 21340.80| 8347.00000 133552.00| Segmented Reflector Luminaire Assembly | | | With ILD, Double | | | 2700 750B270 62.000 EACH| 7524.00000 466488.00| 4578.00000 283836.00| Offset Luminaire Assembly With ILD, | | | Single | | | 2710 750B271 18.000 EACH| 11514.00000 207252.00| 7624.00000 137232.00| Offset Luminaire Assembly With ILD, | | | Double | | | 2720 750C000 6.000 EACH| 798.00000 4788.00| 1560.00000 9360.00| Electrical Junction Box, Type 1 | | | 2730 750C002 16.000 EACH| 741.00000 11856.00| 625.00000 10000.00| Electrical Junction Box, Type 3 | | | 2740 750D153 112.000 M | 14.82000 1659.84| 14.00000 1568.00| Metallic Conduit, 27 mm | | | 2750 750E004 112.000 M | 1.82000 203.84| 2.00000 224.00| Conductor, #6 AWG | | | 2760 750E006 224.000 M | 3.31000 741.44| 3.50000 784.00| Conductor, #2 AWG | | | 2770 750F002 1.000 EACH| 8550.00000 8550.00| 11950.00000 11950.00| Lighting Control Center, Type WP | | | 2780 750N011 11.000 EACH| 855.00000 9405.00| 1312.00000 14432.00| Roadway Pole Foundation, Concrete | | | 2790 750N012 69.000 EACH| 741.00000 51129.00| 735.00000 50715.00| Roadway Pole Foundation, Auger Base | | | 2800 750P000 3718.000 M | 8.55000 31788.90| 11.80000 43872.40| Combined Duct And Cable, 3 #6 AWG | | | 2810 750P003 374.000 M | 9.69000 3624.06| 14.00000 5236.00| Combined Duct And Cable, 2 #4, 1 #6 AWG | | | 2820 750P006 727.000 M | 10.26000 7459.02| 16.00000 11632.00| Combined Duct And Cable, 2 #2, 1 #6 AWG | | | 2830 750P009 934.000 M | 12.54000 11712.36| 19.00000 17746.00| Combined Duct And Cable, 2 #1/0, 1 #6 | | | AWG | | | 2840 750P010 775.000 M | 14.25000 11043.75| 21.00000 16275.00| Combined Duct And Cable, 2 #2/0, 1 #4 | | | AWG | | | 2850 756A006 111.000 M | 45.60000 5061.60| 44.00000 4884.00| 103 mm Electrical Conduit, 1 Line, Type | | | 1 Installation | | | 2860 756A022 117.000 M | 74.10000 8669.70| 53.00000 6201.00| 103 mm Electrical Conduit, 1 Line, Type | | | 5 Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 003 -37 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000825003 COUNTIES : MADISON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 23009 | |S & M EQUIPMENT CO., INC. |WHITAKER CONTRACTING CORPORA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2870 998A000 LUMP| 350000.00000 350000.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 1,270,500.00) | | | 2880 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 19,864,648.74| $ 20,020,798.58| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,864,648.74| $ 20,020,798.58| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 CONTRACT TIME : 320 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-96(26) for constructing the Grade, Drainage, Pavement, Bridges, MG-96(29) Signals, UST Removal and Soil Remediation on S.R.#3 (U.S.#31) from south of S.R.#113 in Flomaton to north of C.R.#35. Length 2.249 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01059 ADVANCE CONSTRUCTION SERVICES, INC. $ 8,395,120.90 100.0000% 2 18005 GRADY RALLS & SONS, INC. $ 9,426,257.40 112.2825% 3 30003 MCINNIS CORPORATION & S. A. GRAHAM COMPANY, INC. $ 9,440,720.40 112.4548% 4 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 9,529,025.57 113.5067% 5 01018 APAC-ALABAMA, INC. $ 10,023,488.59 119.3965% 6 12003 L & A CONTRACTING COMPANY $ 10,447,239.74 124.4441% 7 01053 ANDERSON COLUMBIA CO., INC. $ 10,679,581.76 127.2117% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 01059 |(2) 18005 |(3) 30003 |ADVANCE CONSTRUCTION SERVICE|GRADY RALLS & SONS, INC. |MCINNIS CORP. & S. A. GRAHAM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 453000.00000 453000.00| 75000.00000 75000.00| 230000.00000 230000.00 Clearing & Grubbing (Approximately 27 | | | Acres) | | | 0020 206A000 LUMP| 13000.00000 13000.00| 55000.00000 55000.00| 30000.00000 30000.00 Removal Of Old Bridge , Station | | | 706+87.04 | | | 0030 206A001 LUMP| 13000.00000 13000.00| 35000.00000 35000.00| 20000.00000 20000.00 Removal Of Old Bridge ,Station 714+65.64| | | 0040 206A002 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 10000.00000 10000.00 Removal Of Old Bridge ,Station 35+37.52,| | | CR-35 | | | 0050 206B000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 5000.00000 5000.00 Removal Of Old Box Culvert , Station | | | 573+00 | | | 0060 206D001 759.000 LF | 1.84000 1396.56| 3.75000 2846.25| 1.75000 1328.25 Removing Guardrail | | | 0070 210A000 132418.000 CYIP| 1.00000 132418.00| 1.42000 188033.56| 1.65000 218489.70 Unclassified Excavation | | | 0080 210C000 10788.000 CYIP| 1.50000 16182.00| 4.50000 48546.00| 2.00000 21576.00 Muck Excavation | | | 0090 210D013 211425.000 CYIP| 1.50000 317137.50| 3.65000 771701.25| 3.15000 665988.75 Borrow Excavation (A-4(0) or Better) | | | 0100 214A000 7664.000 CUYD| 2.50000 19160.00| 4.75000 36404.00| 5.00000 38320.00 Structure Excavation | | | 0110 214B000 1020.000 CUYD| 4.00000 4080.00| 12.00000 12240.00| 5.00000 5100.00 Foundation Backfill, Local | | | 0120 214B001 364.000 CUYD| 12.00000 4368.00| 36.00000 13104.00| 35.75000 13013.00 Foundation Backfill, Commercial | | | 0130 215A000 1115.000 CUYD| 2.75000 3066.25| 8.00000 8920.00| 5.00000 5575.00 Unclassified Bridge Excavation | | | 0140 215B000 LUMP| 110000.00000 110000.00| 5000.00000 5000.00| 25000.00000 25000.00 Cofferdams Or Sheeting And Shoring , | | | Sta. 708+90.37 | | | 0150 215B001 LUMP| 110000.00000 110000.00| 5000.00000 5000.00| 25000.00000 25000.00 Cofferdams Or Sheeting And Shoring , | | | Station 709+29.6299 | | | 0160 230A000 183.000 RBST| 225.00000 41175.00| 175.00000 32025.00| 200.00000 36600.00 Roadbed Processing | | | 0170 250B000 200.000 CUYD| 55.00000 11000.00| 50.00000 10000.00| 50.00000 10000.00 Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 01059 |(2) 18005 |(3) 30003 |ADVANCE CONSTRUCTION SERVICE|GRADY RALLS & SONS, INC. |MCINNIS CORP. & S. A. GRAHAM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 250C000 5.000 EACH| 1800.00000 9000.00| 2500.00000 12500.00| 1700.00000 8500.00 Underground Storage Tank Removal | | | (Specialty Item) | | | 0190 301A214 1200.000 SYCP| 3.00000 3600.00| 3.65000 4380.00| 4.40000 5280.00 Soil Aggregate Base Course, Type C, | | | Road Mixed, 4" Compacted Thickness | | | 0200 301A220 11417.000 SYCP| 2.75000 31396.75| 4.26000 48636.42| 4.40000 50234.80 Soil Aggregate Base Course, Type C, | | | Road Mixed, 5.5" Compacted Thickness | | | 0210 301A222 184540.000 SYCP| 3.10000 572074.00| 4.65000 858111.00| 4.40000 811976.00 Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0220 401A000 76534.000 SYCP| 0.42000 32144.28| 0.43000 32909.62| 0.40000 30613.60 Bituminous Treatment A | | | 0230 401B100 11538.000 SYCP| 1.12000 12922.56| 1.53000 17653.14| 1.10000 12691.80 Bituminous Treatment E (With Polymer | | | Additive) | | | 0240 405A000 2579.000 GAL | 3.80000 9800.20| 0.98000 2527.42| 3.75000 9671.25 Tack Coat | | | 0250 408A052 3069.000 SY | 2.30000 7058.70| 2.22000 6813.18| 2.25000 6905.25 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0260 410B000 1.000 EACH| 660.00000 660.00| 229.16000 229.16| 650.00000 650.00 State Furnished Profilograph | | | 0270 429A260 4455.000 TON | 45.75000 203816.25| 46.57000 207469.35| 43.75000 194906.25 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0280 429B261 18598.000 TON | 41.20000 766237.60| 43.04000 800457.92| 39.25000 729971.50 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range D | | | 0290 429B265 50.000 TON | 70.50000 3525.00| 27.67000 1383.50| 67.25000 3362.50 Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0300 429B269 2262.000 TON | 41.75000 94438.50| 41.19000 93171.78| 39.75000 89914.50 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0310 429C260 13387.000 TON | 40.43000 541236.41| 42.97000 575239.39| 38.50000 515399.50 Improved Bituminous Concrete Base Layer,| | | 1" Maximum Aggregate Size Mix, ESAL | | | Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 01059 |(2) 18005 |(3) 30003 |ADVANCE CONSTRUCTION SERVICE|GRADY RALLS & SONS, INC. |MCINNIS CORP. & S. A. GRAHAM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 430B040 1800.000 TCIP| 15.00000 27000.00| 26.00000 46800.00| 26.00000 46800.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0330 502A000 299329.000 LB | 0.50000 149664.50| 0.65000 194563.85| 0.60000 179597.40 Steel Reinforcement | | | 0340 502B001 LUMP| 48000.00000 48000.00| 80000.00000 80000.00| 79000.00000 79000.00 Steel Reinforcement For Bridge | | | Superstructure , Station 709+10, Left | | | Lane, Approximately 117000 Lbs. | | | 0350 502B002 LUMP| 48000.00000 48000.00| 80000.00000 80000.00| 79000.00000 79000.00 Steel Reinforcement For Bridge | | | Superstructure , Station 709+10, Right | | | Lane, Approximately 117000 Lbs. | | | 0360 505A002 2.000 EACH| 2500.00000 5000.00| 3500.00000 7000.00| 1500.00000 3000.00 Steel Test Piles (HP 12x53) | | | 0370 505A019 2.000 EACH| 12700.00000 25400.00| 10000.00000 20000.00| 18000.00000 36000.00 Concrete Test Piles (24 Inches Square) | | | 0380 505B049 2.000 EACH| 15500.00000 31000.00| 15000.00000 30000.00| 15000.00000 30000.00 Static Loading Tests (24 Inches Square) | | | 0390 505B057 2.000 EACH| 2600.00000 5200.00| 1500.00000 3000.00| 1500.00000 3000.00 Static Loading Tests (HP 12x53) | | | 0400 505C002 3100.000 LF | 24.50000 75950.00| 28.00000 86800.00| 30.00000 93000.00 Steel Piling (HP 12x53) | | | 0410 505C019 4020.000 LF | 87.50000 351750.00| 70.00000 281400.00| 110.00000 442200.00 Concrete Piling (24 Inches Square) | | | 0420 505I000 5270.000 SQFT| 12.00000 63240.00| 18.00000 94860.00| 8.00000 42160.00 Temporary Steel Sheet Piling | | | 0430 508A000 20740.000 LB | 1.75000 36295.00| 2.75000 57035.00| 3.00000 62220.00 Structural Steel | | | 0440 510A000 1073.000 CUYD| 475.00000 509675.00| 375.00000 402375.00| 350.00000 375550.00 Bridge Substructure Concrete, Class A | | | 0450 510C052 LUMP| 225000.00000 225000.00| 280000.00000 280000.00| 280000.00000 280000.00 Bridge Concrete Superstructure, Station | | | 709+10, Left Lane, Approximately 488 Cu.| | | Yds. | | | 0460 510C053 LUMP| 225000.00000 225000.00| 280000.00000 280000.00| 280000.00000 280000.00 Bridge Concrete Superstructure, , | | | Station 709+10, Right Lane, | | | Approximately 488 Cu. Yd. | | | 0470 510E000 3200.000 SQYD| 2.50000 8000.00| 3.00000 9600.00| 3.00000 9600.00 Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 01059 |(2) 18005 |(3) 30003 |ADVANCE CONSTRUCTION SERVICE|GRADY RALLS & SONS, INC. |MCINNIS CORP. & S. A. GRAHAM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 511A001 120.000 EACH| 55.00000 6600.00| 75.00000 9000.00| 100.00000 12000.00 Elastomeric Bearings, Type 2 | | | 0490 513B005 4740.000 LF | 78.00000 369720.00| 80.00000 379200.00| 85.00000 402900.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0500 524A011 770.000 CUYD| 190.00000 146300.00| 290.00000 223300.00| 290.00000 223300.00 Culvert Concrete (Cast In Place) | | | 0510 530A001 2447.000 LF | 17.45000 42700.15| 21.00000 51387.00| 19.00000 46493.00 18" Roadway Pipe (Class 3 R.C.) | | | 0520 530A002 452.000 LF | 22.30000 10079.60| 27.00000 12204.00| 36.00000 16272.00 24" Roadway Pipe (Class 3 R.C.) | | | 0530 530A003 265.000 LF | 31.50000 8347.50| 38.00000 10070.00| 55.00000 14575.00 30" Roadway Pipe (Class 3 R.C.) | | | 0540 530A006 290.000 LF | 66.00000 19140.00| 75.00000 21750.00| 122.00000 35380.00 48" Roadway Pipe (Class 3 R.C.) | | | 0550 530A800 22.000 LF | 30.00000 660.00| 18.00000 396.00| 25.00000 550.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0560 530B005 82.000 LF | 72.50000 5945.00| 71.00000 5822.00| 110.00000 9020.00 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0570 530B007 261.000 LF | 88.25000 23033.25| 97.00000 25317.00| 150.00000 39150.00 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0580 535A031 289.000 LF | 25.75000 7441.75| 21.00000 6069.00| 25.00000 7225.00 18" Side Drain Pipe (P.C.) | | | 0590 535A032 100.000 LF | 38.00000 3800.00| 27.00000 2700.00| 38.00000 3800.00 24" Side Drain Pipe (P.C.) | | | 0600 535A070 42.000 LF | 49.35000 2072.70| 38.00000 1596.00| 55.00000 2310.00 30" Side Drain Pipe (Class 2 R.C.) | | | 0610 535A341 30.000 LF | 29.50000 885.00| 21.00000 630.00| 30.00000 900.00 18" Side Drain Pipe (P.C.)(Extension) | | | 0620 535B069 32.000 LF | 36.00000 1152.00| 31.00000 992.00| 45.00000 1440.00 29" Span, 18" Rise Side Drain Pipe | | | (Class 2 R.C.) | | | 0630 535B071 49.000 LF | 51.25000 2511.25| 55.00000 2695.00| 90.00000 4410.00 44" Span, 27" Rise Side Drain Pipe | | | (Class 2 R.C.) | | | 0640 535B073 77.000 LF | 76.00000 5852.00| 75.00000 5775.00| 140.00000 10780.00 59" Span, 36" Rise Side Drain Pipe | | | (Class 2 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 01059 |(2) 18005 |(3) 30003 |ADVANCE CONSTRUCTION SERVICE|GRADY RALLS & SONS, INC. |MCINNIS CORP. & S. A. GRAHAM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 535B074 58.000 LF | 85.00000 4930.00| 91.00000 5278.00| 155.00000 8990.00 65" Span, 40" Rise Side Drain Pipe | | | (Class 2 R.C.) | | | 0660 535B075 110.000 LF | 100.00000 11000.00| 116.00000 12760.00| 185.00000 20350.00 73" Span, 45" Rise Side Drain Pipe | | | (Class 2 R.C.) | | | 0670 600A000 LUMP| 440000.00000 440000.00| 503015.52000 503015.52| 565450.00000 565450.00 Mobilization | | | 0680 602A000 110.000 EACH| 38.00000 4180.00| 65.00000 7150.00| 90.00000 9900.00 Right Of Way Markers | | | 0690 605B000 1.000 EACH| 1500.00000 1500.00| 510.00000 510.00| 1000.00000 1000.00 Special Underdrain Outlet, Type A | | | 0700 605D000 280.000 LF | 25.75000 7210.00| 10.90000 3052.00| 17.50000 4900.00 Special Drain (Aggregate Filled) | | | 0710 606A000 5000.000 LF | 1.00000 5000.00| 6.00000 30000.00| 8.75000 43750.00 6" Underdrain Pipe | | | 0720 610C001 9850.000 TON | 28.00000 275800.00| 26.00000 256100.00| 26.00000 256100.00 Loose Riprap, Class 2 | | | 0730 610D003 41942.000 SQYD| 1.25000 52427.50| 2.75000 115340.50| 2.75000 115340.50 Filter Blanket, Geotextile | | | 0740 614A000 2896.000 CUYD| 185.50000 537208.00| 195.00000 564720.00| 195.00000 564720.00 Slope Paving | | | 0750 619A002 10.000 EACH| 450.00000 4500.00| 500.00000 5000.00| 500.00000 5000.00 18" Roadway Pipe End Treatment, Class 1 | | | 0760 619A003 8.000 EACH| 525.00000 4200.00| 600.00000 4800.00| 600.00000 4800.00 24" Roadway Pipe End Treatment, Class 1 | | | 0770 619A004 4.000 EACH| 900.00000 3600.00| 875.00000 3500.00| 875.00000 3500.00 30" Roadway Pipe End Treatment, Class 1 | | | 0780 619A101 11.000 EACH| 450.00000 4950.00| 500.00000 5500.00| 500.00000 5500.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0790 619A102 4.000 EACH| 525.00000 2100.00| 600.00000 2400.00| 600.00000 2400.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0800 619A103 2.000 EACH| 900.00000 1800.00| 875.00000 1750.00| 875.00000 1750.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0810 619A231 2.000 EACH| 2800.00000 5600.00| 3750.00000 7500.00| 3750.00000 7500.00 48" Roadway Pipe End Treatment, Class 2 | | | (Double Line) | | | 0820 619B070 2.000 EACH| 1650.00000 3300.00| 1800.00000 3600.00| 1800.00000 3600.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 01059 |(2) 18005 |(3) 30003 |ADVANCE CONSTRUCTION SERVICE|GRADY RALLS & SONS, INC. |MCINNIS CORP. & S. A. GRAHAM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 619B072 4.000 EACH| 2500.00000 10000.00| 2900.00000 11600.00| 2900.00000 11600.00 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0840 619B117 2.000 EACH| 650.00000 1300.00| 600.00000 1200.00| 600.00000 1200.00 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0850 619B119 2.000 EACH| 1125.00000 2250.00| 875.00000 1750.00| 875.00000 1750.00 44" Span, 27" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0860 619B146 2.000 EACH| 2100.00000 4200.00| 2550.00000 5100.00| 2550.00000 5100.00 59" Span, 36" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0870 619B147 2.000 EACH| 2700.00000 5400.00| 2600.00000 5200.00| 2600.00000 5200.00 65" Span, 40" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0880 619B149 4.000 EACH| 3100.00000 12400.00| 2975.00000 11900.00| 2975.00000 11900.00 73" Span, 45" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0890 620A000 1.000 CUYD| 500.00000 500.00| 1000.00000 1000.00| 1000.00000 1000.00 Minor Structure Concrete | | | 0900 621A000 4.000 EACH| 1875.00000 7500.00| 2150.00000 8600.00| 2150.00000 8600.00 Junction Boxes, Type 1, 1P Or 5 | | | 0910 621A005 5.000 EACH| 1875.00000 9375.00| 2150.00000 10750.00| 2150.00000 10750.00 Junction Boxes, Type 1 | | | 0920 621A016 1.000 EACH| 2400.00000 2400.00| 2850.00000 2850.00| 2850.00000 2850.00 Junction Boxes, Type 4, 1P Or 5 | | | 0930 621B000 5.000 EACH| 650.00000 3250.00| 500.00000 2500.00| 500.00000 2500.00 Junction Box Units, Type 1, 1P Or 5 | | | 0940 621B005 2.000 EACH| 650.00000 1300.00| 500.00000 1000.00| 500.00000 1000.00 Junction Box Units, Type 1 | | | 0950 621C015 5.000 EACH| 1700.00000 8500.00| 2000.00000 10000.00| 2000.00000 10000.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0960 621C017 2.000 EACH| 1900.00000 3800.00| 2150.00000 4300.00| 2150.00000 4300.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0970 621C020 10.000 EACH| 1600.00000 16000.00| 1850.00000 18500.00| 1850.00000 18500.00 Inlets, Type Y | | | 0980 621C027 1.000 EACH| 2000.00000 2000.00| 1800.00000 1800.00| 1800.00000 1800.00 Inlets, Type C | | | 0990 621D015 8.000 EACH| 1100.00000 8800.00| 500.00000 4000.00| 500.00000 4000.00 Inlet Units, Type S1 Or S3 | | | 1000 621D019 9.000 EACH| 775.00000 6975.00| 425.00000 3825.00| 425.00000 3825.00 Inlet Units, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -8 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 01059 |(2) 18005 |(3) 30003 |ADVANCE CONSTRUCTION SERVICE|GRADY RALLS & SONS, INC. |MCINNIS CORP. & S. A. GRAHAM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 621G005 1.000 EACH| 650.00000 650.00| 500.00000 500.00| 500.00000 500.00 Inlet Grates, Type B | | | 1020 623A000 272.000 LF | 15.00000 4080.00| 12.00000 3264.00| 15.00000 4080.00 Concrete Gutter | | | 1030 623C000 2067.000 LF | 10.50000 21703.50| 8.00000 16536.00| 15.25000 31521.75 Combination Curb & Gutter, Type C | | | 1040 630A000 5300.000 LF | 12.00000 63600.00| 11.50000 60950.00| 12.00000 63600.00 Steel Beam Guardrail, Class A, Type 1 | | | 1050 630C001 2.000 EACH| 575.00000 1150.00| 665.00000 1330.00| 550.00000 1100.00 Guardrail End Anchor, Type 8 | | | 1060 630C003 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 975.00000 3900.00 Guardrail End Anchor, Type 13 | | | 1070 630C070 8.000 EACH| 1400.00000 11200.00| 1600.00000 12800.00| 1375.00000 11000.00 Guardrail End Anchor, Type 10 Series | | | 1080 635A002 2425.000 LF | 5.50000 13337.50| 8.75000 21218.75| 6.25000 15156.25 Woven Wire Fence (Wood Posts) | | | 1090 650A000 9586.000 CYIP| 3.68000 35276.48| 6.75000 64705.50| 4.50000 43137.00 Topsoil | | | 1100 650B000 14809.000 CYIP| 2.00000 29618.00| 4.85000 71823.65| 3.00000 44427.00 Topsoil From Stockpiles | | | 1110 652A057 14.000 ACRE| 400.00000 5600.00| 445.00000 6230.00| 470.00000 6580.00 Seeding (Mix 3A) | | | 1120 652A061 2.000 ACRE| 400.00000 800.00| 445.00000 890.00| 460.00000 920.00 Seeding (Mix 3E) | | | 1130 652B055 7.000 ACRE| 300.00000 2100.00| 350.00000 2450.00| 275.00000 1925.00 Temporary Seeding (Mix 3AT) | | | 1140 652C000 16.000 ACRE| 40.00000 640.00| 65.00000 1040.00| 67.00000 1072.00 Mowing | | | 1150 652D057 7.000 ACRE| 300.00000 2100.00| 200.00000 1400.00| 290.00000 2030.00 Seeding In Stubble (Mix 3A) | | | 1160 654A001 37806.000 SQYD| 2.25000 85063.50| 2.25000 85063.50| 2.60000 98295.60 Solid Sodding (Bermuda) | | | 1170 656A000 21.000 ACRE| 400.00000 8400.00| 425.00000 8925.00| 460.00000 9660.00 Mulching, Class A, Type 1 | | | 1180 656A001 2.000 ACRE| 400.00000 800.00| 425.00000 850.00| 465.00000 930.00 Mulching, Class A, Type 2 | | | 1190 659A000 18903.000 SQYD| 0.85000 16067.55| 1.75000 33080.25| 1.65000 31189.95 Erosion Control Netting, Class A | | | 1200 665A000 7.000 ACRE| 300.00000 2100.00| 300.00000 2100.00| 270.00000 1890.00 Temporary Seeding | | | 1210 665B000 7.000 ACRE| 100.00000 700.00| 400.00000 2800.00| 260.00000 1820.00 Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -9 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 01059 |(2) 18005 |(3) 30003 |ADVANCE CONSTRUCTION SERVICE|GRADY RALLS & SONS, INC. |MCINNIS CORP. & S. A. GRAHAM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1220 665C000 1200.000 LF | 12.00000 14400.00| 18.00000 21600.00| 13.50000 16200.00 15" Temporary Pipe | | | 1230 665E000 600.000 SQYD| 1.00000 600.00| 0.20000 120.00| 2.50000 1500.00 Polyethylene | | | 1240 665F000 500.000 EACH| 3.50000 1750.00| 5.00000 2500.00| 6.00000 3000.00 Hay Bales | | | 1250 665G000 90.000 EACH| 5.00000 450.00| 2.00000 180.00| 6.00000 540.00 Sand Bags | | | 1260 665H000 2.000 EACH| 300.00000 600.00| 750.00000 1500.00| 250.00000 500.00 Erosion Control Check Dams, Type 1 | | | 1270 665H001 7.000 EACH| 300.00000 2100.00| 1200.00000 8400.00| 400.00000 2800.00 Erosion Control Check Dams, Type 2 | | | 1280 665I000 587.000 TON | 10.00000 5870.00| 30.00000 17610.00| 26.00000 15262.00 Temporary Riprap, Class 2 | | | 1290 665J000 23635.000 LF | 2.00000 47270.00| 3.50000 82722.50| 3.75000 88631.25 Silt Fence, Type A | | | 1300 665K000 85.000 CUYD| 15.00000 1275.00| 8.00000 680.00| 20.00000 1700.00 Drainage Sump Excavation | | | 1310 665L000 300.000 LF | 10.00000 3000.00| 10.00000 3000.00| 20.00000 6000.00 Floating Basin Boom | | | 1320 666A001 27.000 ACRE| 50.00000 1350.00| 25.00000 675.00| 40.00000 1080.00 Pest Control Treatment | | | 1330 680A000 LUMP| 125000.00000 125000.00| 49000.00000 49000.00| 142500.00000 142500.00 Engineering Controls | | | 1340 701A028 6.000 MILE| 1400.00000 8400.00| 1363.00000 8178.00| 1363.00000 8178.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1350 701A032 2.000 MILE| 1400.00000 2800.00| 1363.00000 2726.00| 1363.00000 2726.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1360 701A041 3.000 MILE| 960.00000 2880.00| 915.00000 2745.00| 915.00000 2745.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1370 701A046 1.000 MILE| 960.00000 960.00| 915.00000 915.00| 915.00000 915.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1380 701A048 6.000 MILE| 1625.00000 9750.00| 1550.00000 9300.00| 1550.00000 9300.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1390 701B009 1975.000 LF | 0.75000 1481.25| 0.07000 138.25| 0.72000 1422.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -10 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 01059 |(2) 18005 |(3) 30003 |ADVANCE CONSTRUCTION SERVICE|GRADY RALLS & SONS, INC. |MCINNIS CORP. & S. A. GRAHAM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1400 701C002 1.000 MILE| 325.00000 325.00| 320.00000 320.00| 320.00000 320.00 Broken Temporary Traffic Stripe (Paint) | | | 1410 701C003 10.000 MILE| 375.00000 3750.00| 360.00000 3600.00| 360.00000 3600.00 Solid Temporary Traffic Stripe (Paint) | | | 1420 701C005 1.000 MILE| 5900.00000 5900.00| 5668.00000 5668.00| 5668.00000 5668.00 Solid Temporary Traffic Stripe (Tape) | | | 1430 701C008 1.000 MILE| 425.00000 425.00| 400.00000 400.00| 400.00000 400.00 Broken Temporary Traffic Stripe (Dotted | | | Paint) | | | 1440 701D007 5.000 MILE| 1260.00000 6300.00| 1200.00000 6000.00| 1200.00000 6000.00 Solid Traffic Stripe Removed (Paint) | | | 1450 701D014 1.000 MILE| 1050.00000 1050.00| 1000.00000 1000.00| 1000.00000 1000.00 Broken Traffic Stripe Removed (Paint) | | | 1460 701G125 1600.000 LF | 3.37000 5392.00| 3.21000 5136.00| 3.21000 5136.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1470 701G129 1600.000 LF | 1.38000 2208.00| 1.32000 2112.00| 1.32000 2112.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1480 701G133 1600.000 LF | 3.56000 5696.00| 3.39000 5424.00| 3.39000 5424.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1490 703A002 5010.000 SQFT| 1.89000 9468.90| 1.80000 9018.00| 1.80000 9018.00 Traffic Control Markings, Class 2, Type | | | A | | | 1500 703B002 226.000 SQFT| 2.94000 664.44| 2.80000 632.80| 2.80000 632.80 Traffic Control Legends, Class 2, Type A| | | 1510 703C000 180.000 SQFT| 2.10000 378.00| 2.00000 360.00| 2.00000 360.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1520 703C001 90.000 SQFT| 2.63000 236.70| 2.50000 225.00| 2.50000 225.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1530 703D002 180.000 SQFT| 1.37000 246.60| 1.30000 234.00| 1.30000 234.00 Temporary Traffic Control Markings | | | (Paint) | | | 1540 705A014 649.000 EACH| 4.20000 2725.80| 4.00000 2596.00| 4.00000 2596.00 Pavement Markers, Class C, Type 2-B | | | 1550 705A030 20.000 EACH| 5.15000 103.00| 4.90000 98.00| 4.90000 98.00 Pavement Markers, Class A-H, Type 2-C | | | 1560 705A031 1626.000 EACH| 4.94000 8032.44| 4.70000 7642.20| 4.70000 7642.20 Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -11 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 01059 |(2) 18005 |(3) 30003 |ADVANCE CONSTRUCTION SERVICE|GRADY RALLS & SONS, INC. |MCINNIS CORP. & S. A. GRAHAM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1570 705A032 532.000 EACH| 4.94000 2628.08| 4.70000 2500.40| 4.70000 2500.40 Pavement Markers, Class A-H, Type 1-B | | | 1580 705A037 266.000 EACH| 5.15000 1369.90| 4.90000 1303.40| 4.90000 1303.40 Pavement Markers, Class A-H, Type 2-D | | | 1590 710A115 411.000 SQFT| 18.90000 7767.90| 18.00000 7398.00| 18.00000 7398.00 Class 4, Aluminum Flat Sign Panels | | | 0.08" Thick Or Steel Flat Sign Panels | | | 14 Gauge (Type III Or Type IV | | | Background) | | | 1600 710A118 8.000 SQFT| 21.00000 168.00| 20.00000 160.00| 20.00000 160.00 Class 2, Aluminum Flat Sign Panels | | | 0.125" Thick Or Steel Flat Sign Panels | | | 12 Gauge (Type III Or Type IV | | | Background) | | | 1610 710B001 585.000 LF | 6.30000 3685.50| 6.00000 3510.00| 6.00000 3510.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1620 710C000 LUMP| 2730.00000 2730.00| 2600.00000 2600.00| 2600.00000 2600.00 Removal Of Existing Roadway Signs | | | 1630 713A000 25.000 LF | 110.00000 2750.00| 85.00000 2125.00| 100.00000 2500.00 Permanent Barricades | | | 1640 726A000 1960.000 LF | 36.00000 70560.00| 27.00000 52920.00| 25.50000 49980.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1650 726A001 120.000 LF | 100.00000 12000.00| 25.00000 3000.00| 20.00000 2400.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1660 730A000 LUMP| 1350.00000 1350.00| 1500.00000 1500.00| 1300.00000 1300.00 Removal Of Existing Traffic Control | | | Unit (US Hwy. 31 @ AL Hwy. 113) | | | 1670 730A001 LUMP| 1350.00000 1350.00| 1500.00000 1500.00| 1300.00000 1300.00 Removal Of Existing Traffic Control | | | Unit (US Hwy 31 @ Fannie Road) | | | 1680 730A002 LUMP| 1350.00000 1350.00| 1500.00000 1500.00| 1300.00000 1300.00 Removal Of Existing Traffic Control | | | Unit (US Hwy. 31 @ Co. Rd. 35) | | | 1690 730C000 LUMP| 2600.00000 2600.00| 2500.00000 2500.00| 2500.00000 2500.00 Furnishing And Installing Traffic | | | Control Unit (US Hwy. 31 @ AL Hwy. 113) | | | 1700 730G000 4.000 EACH| 6900.00000 27600.00| 6800.00000 27200.00| 6800.00000 27200.00 Traffic Signal Strain Pole | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -12 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 01059 |(2) 18005 |(3) 30003 |ADVANCE CONSTRUCTION SERVICE|GRADY RALLS & SONS, INC. |MCINNIS CORP. & S. A. GRAHAM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1710 730H000 1340.000 LF | 3.15000 4221.00| 3.00000 4020.00| 3.00000 4020.00 Loop Detector | | | 1720 730I000 1680.000 LF | 1.32000 2217.60| 1.25000 2100.00| 1.25000 2100.00 Shielded Loop Detector Home-Run Cable | | | 1730 730J000 7.000 EACH| 110.00000 770.00| 106.02000 742.14| 106.00000 742.00 Loop Detector Amplifier | | | 1740 730K000 3.000 EACH| 340.00000 1020.00| 325.00000 975.00| 325.00000 975.00 Traffic Signal Junction Box | | | 1750 730L000 25.000 LF | 4.20000 105.00| 4.00000 100.00| 4.00000 100.00 3/4", Metallic, Conduit | | | 1760 730L002 25.000 LF | 5.10000 127.50| 4.85000 121.25| 4.85000 121.25 1", Metallic, Conduit | | | 1770 730L003 100.000 LF | 2.10000 210.00| 2.00000 200.00| 2.00000 200.00 1", Non-Metallic, Conduit | | | 1780 730L005 260.000 LF | 3.15000 819.00| 3.00000 780.00| 3.00000 780.00 2", Non-Metallic, Conduit | | | 1790 730L007 180.000 LF | 6.30000 1134.00| 6.00000 1080.00| 6.00000 1080.00 3", Non-Metallic, Conduit | | | 1800 730N000 4.000 EACH| 665.00000 2660.00| 650.00000 2600.00| 650.00000 2600.00 Luminaire Extension Assembly, 12 Foot | | | 1810 730P001 5.000 EACH| 435.00000 2175.00| 425.00000 2125.00| 425.00000 2125.00 Vehicular Signal Head, 12 Inch 3 Section| | | 1820 730P002 1.000 EACH| 750.00000 750.00| 700.00000 700.00| 700.00000 700.00 Vehicular Signal Head, 12 Inch 5 Section| | | 1830 730R003 1.000 EACH| 9975.00000 9975.00| 9500.00000 9500.00| 9500.00000 9500.00 Traffic Controller, Type III, 8 Phase | | | 1840 740B000 548.000 SQFT| 6.00000 3288.00| 15.00000 8220.00| 10.00000 5480.00 Construction Signs | | | 1850 740D000 225.000 EACH| 40.00000 9000.00| 55.00000 12375.00| 50.00000 11250.00 Channelizing Drums | | | 1860 740E000 75.000 EACH| 10.00000 750.00| 15.00000 1125.00| 15.00000 1125.00 Cones (36 Inches High) | | | 1870 740F002 16.000 EACH| 190.00000 3040.00| 250.00000 4000.00| 250.00000 4000.00 Barricades, Type III | | | 1880 740I005 6.000 EACH| 85.00000 510.00| 700.00000 4200.00| 720.00000 4320.00 Warning Lights, Type B (Detachable Head)| | | 1890 740L004 150.000 EACH| 40.00000 6000.00| 45.00000 6750.00| 75.00000 11250.00 Vertical Panel Type II, Single-Sided | | | 1900 740M000 75.000 EACH| 6.00000 450.00| 7.00000 525.00| 5.00000 375.00 Weight For Cone | | | 1910 741C010 4.000 EACH| 3500.00000 14000.00| 5000.00000 20000.00| 6000.00000 24000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -13 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 01059 |(2) 18005 |(3) 30003 |ADVANCE CONSTRUCTION SERVICE|GRADY RALLS & SONS, INC. |MCINNIS CORP. & S. A. GRAHAM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1920 998A000 LUMP| 1.00000 1.00| 141000.00000 141000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 639,000.00) | | | 1930 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | 1940 726D000 AA1 6.000 EACH| 13500.00000 81000.00| 13300.00000 79800.00| 13500.00000 81000.00 Portable Impact Attenuator Quadguard | | | Model No. QZ2405Y Unidirectional) | | | 1950 726D001 AA2 6.000 EACH| | | Portable Impact Attenuator (TRACC) | | | SECTION TOTALS | $ 8,395,120.90| $ 9,426,257.40| $ 9,440,720.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,395,120.90| $ 9,426,257.40| $ 9,440,720.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -14 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 01018 |(6) 12003 |CLARK CONSTRUCTION CO., INC.|APAC-ALABAMA, INC. |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| 225000.00000 225000.00| 352000.00000 352000.00| 350000.00000 350000.00 Clearing & Grubbing (Approximately 27 | | | Acres) | | | 0020 206A000 LUMP| 75000.00000 75000.00| 90000.00000 90000.00| 160000.00000 160000.00 Removal Of Old Bridge , Station | | | 706+87.04 | | | 0030 206A001 LUMP| 20000.00000 20000.00| 35000.00000 35000.00| 52000.00000 52000.00 Removal Of Old Bridge ,Station 714+65.64| | | 0040 206A002 LUMP| 10000.00000 10000.00| 11000.00000 11000.00| 62000.00000 62000.00 Removal Of Old Bridge ,Station 35+37.52,| | | CR-35 | | | 0050 206B000 LUMP| 10000.00000 10000.00| 3000.00000 3000.00| 35000.00000 35000.00 Removal Of Old Box Culvert , Station | | | 573+00 | | | 0060 206D001 759.000 LF | 3.75000 2846.25| 1.75000 1328.25| 1.03000 781.77 Removing Guardrail | | | 0070 210A000 132418.000 CYIP| 1.85000 244973.30| 2.00000 264836.00| 5.17000 684601.06 Unclassified Excavation | | | 0080 210C000 10788.000 CYIP| 4.50000 48546.00| 4.00000 43152.00| 4.01000 43259.88 Muck Excavation | | | 0090 210D013 211425.000 CYIP| 3.65000 771701.25| 4.00000 845700.00| 4.50000 951412.50 Borrow Excavation (A-4(0) or Better) | | | 0100 214A000 7664.000 CUYD| 4.75000 36404.00| 4.29000 32878.56| 4.61000 35331.04 Structure Excavation | | | 0110 214B000 1020.000 CUYD| 12.00000 12240.00| 7.00000 7140.00| 12.50000 12750.00 Foundation Backfill, Local | | | 0120 214B001 364.000 CUYD| 35.75000 13013.00| 35.75000 13013.00| 36.64000 13336.96 Foundation Backfill, Commercial | | | 0130 215A000 1115.000 CUYD| 8.00000 8920.00| 36.00000 40140.00| 9.05000 10090.75 Unclassified Bridge Excavation | | | 0140 215B000 LUMP| 5000.00000 5000.00| 105000.00000 105000.00| 30000.00000 30000.00 Cofferdams Or Sheeting And Shoring , | | | Sta. 708+90.37 | | | 0150 215B001 LUMP| 5000.00000 5000.00| 105000.00000 105000.00| 68000.00000 68000.00 Cofferdams Or Sheeting And Shoring , | | | Station 709+29.6299 | | | 0160 230A000 183.000 RBST| 150.00000 27450.00| 290.00000 53070.00| 250.00000 45750.00 Roadbed Processing | | | 0170 250B000 200.000 CUYD| 50.00000 10000.00| 54.60000 10920.00| 51.25000 10250.00 Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -15 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 01018 |(6) 12003 |CLARK CONSTRUCTION CO., INC.|APAC-ALABAMA, INC. |L & A CONTRACTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 250C000 5.000 EACH| 2500.00000 12500.00| 2100.00000 10500.00| 1742.50000 8712.50 Underground Storage Tank Removal | | | (Specialty Item) | | | 0190 301A214 1200.000 SYCP| 3.65000 4380.00| 3.45000 4140.00| 7.50000 9000.00 Soil Aggregate Base Course, Type C, | | | Road Mixed, 4" Compacted Thickness | | | 0200 301A220 11417.000 SYCP| 4.26000 48636.42| 3.55000 40530.35| 3.00000 34251.00 Soil Aggregate Base Course, Type C, | | | Road Mixed, 5.5" Compacted Thickness | | | 0210 301A222 184540.000 SYCP| 4.65000 858111.00| 3.70000 682798.00| 4.00000 738160.00 Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0220 401A000 76534.000 SYCP| 0.40000 30613.60| 0.40000 30613.60| 0.41000 31378.94 Bituminous Treatment A | | | 0230 401B100 11538.000 SYCP| 1.10000 12691.80| 1.10000 12691.80| 1.13000 13037.94 Bituminous Treatment E (With Polymer | | | Additive) | | | 0240 405A000 2579.000 GAL | 3.75000 9671.25| 3.75000 9671.25| 3.84000 9903.36 Tack Coat | | | 0250 408A052 3069.000 SY | 2.25000 6905.25| 2.25000 6905.25| 2.31000 7089.39 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0260 410B000 1.000 EACH| 650.00000 650.00| 650.00000 650.00| 666.25000 666.25 State Furnished Profilograph | | | 0270 429A260 4455.000 TON | 43.75000 194906.25| 43.75000 194906.25| 44.84000 199762.20 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0280 429B261 18598.000 TON | 39.25000 729971.50| 39.25000 729971.50| 40.23000 748197.54 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range D | | | 0290 429B265 50.000 TON | 67.25000 3362.50| 67.25000 3362.50| 68.93000 3446.50 Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0300 429B269 2262.000 TON | 39.75000 89914.50| 39.75000 89914.50| 40.74000 92153.88 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0310 429C260 13387.000 TON | 38.50000 515399.50| 38.50000 515399.50| 39.46000 528251.02 Improved Bituminous Concrete Base Layer,| | | 1" Maximum Aggregate Size Mix, ESAL | | | Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -16 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 01018 |(6) 12003 |CLARK CONSTRUCTION CO., INC.|APAC-ALABAMA, INC. |L & A CONTRACTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 430B040 1800.000 TCIP| 27.00000 48600.00| 21.00000 37800.00| 20.00000 36000.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0330 502A000 299329.000 LB | 0.50000 149664.50| 0.41000 122724.89| 0.52000 155651.08 Steel Reinforcement | | | 0340 502B001 LUMP| 60000.00000 60000.00| 47000.00000 47000.00| 6084.00000 6084.00 Steel Reinforcement For Bridge | | | Superstructure , Station 709+10, Left | | | Lane, Approximately 117000 Lbs. | | | 0350 502B002 LUMP| 60000.00000 60000.00| 47000.00000 47000.00| 6084.00000 6084.00 Steel Reinforcement For Bridge | | | Superstructure , Station 709+10, Right | | | Lane, Approximately 117000 Lbs. | | | 0360 505A002 2.000 EACH| 3500.00000 7000.00| 2300.00000 4600.00| 5064.12000 10128.24 Steel Test Piles (HP 12x53) | | | 0370 505A019 2.000 EACH| 10000.00000 20000.00| 12630.00000 25260.00| 5835.67000 11671.34 Concrete Test Piles (24 Inches Square) | | | 0380 505B049 2.000 EACH| 15000.00000 30000.00| 15000.00000 30000.00| 5000.00000 10000.00 Static Loading Tests (24 Inches Square) | | | 0390 505B057 2.000 EACH| 1500.00000 3000.00| 2500.00000 5000.00| 5000.00000 10000.00 Static Loading Tests (HP 12x53) | | | 0400 505C002 3100.000 LF | 28.00000 86800.00| 24.15000 74865.00| 21.24000 65844.00 Steel Piling (HP 12x53) | | | 0410 505C019 4020.000 LF | 65.00000 261300.00| 87.15000 350343.00| 51.20000 205824.00 Concrete Piling (24 Inches Square) | | | 0420 505I000 5270.000 SQFT| 18.00000 94860.00| 11.77000 62027.90| 20.00000 105400.00 Temporary Steel Sheet Piling | | | 0430 508A000 20740.000 LB | 2.50000 51850.00| 1.50000 31110.00| 1.97000 40857.80 Structural Steel | | | 0440 510A000 1073.000 CUYD| 330.00000 354090.00| 450.00000 482850.00| 350.02000 375571.46 Bridge Substructure Concrete, Class A | | | 0450 510C052 LUMP| 270000.00000 270000.00| 219000.00000 219000.00| 214500.40000 214500.40 Bridge Concrete Superstructure, Station | | | 709+10, Left Lane, Approximately 488 Cu.| | | Yds. | | | 0460 510C053 LUMP| 270000.00000 270000.00| 219000.00000 219000.00| 214500.40000 214500.40 Bridge Concrete Superstructure, , | | | Station 709+10, Right Lane, | | | Approximately 488 Cu. Yd. | | | 0470 510E000 3200.000 SQYD| 2.00000 6400.00| 2.25000 7200.00| 1.79000 5728.00 Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -17 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 01018 |(6) 12003 |CLARK CONSTRUCTION CO., INC.|APAC-ALABAMA, INC. |L & A CONTRACTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 511A001 120.000 EACH| 75.00000 9000.00| 50.00000 6000.00| 57.00000 6840.00 Elastomeric Bearings, Type 2 | | | 0490 513B005 4740.000 LF | 80.00000 379200.00| 75.00000 355500.00| 70.01000 331847.40 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0500 524A011 770.000 CUYD| 290.00000 223300.00| 290.00000 223300.00| 348.50000 268345.00 Culvert Concrete (Cast In Place) | | | 0510 530A001 2447.000 LF | 21.00000 51387.00| 19.75000 48328.25| 25.69000 62863.43 18" Roadway Pipe (Class 3 R.C.) | | | 0520 530A002 452.000 LF | 27.00000 12204.00| 26.00000 11752.00| 35.72000 16145.44 24" Roadway Pipe (Class 3 R.C.) | | | 0530 530A003 265.000 LF | 38.00000 10070.00| 34.50000 9142.50| 43.15000 11434.75 30" Roadway Pipe (Class 3 R.C.) | | | 0540 530A006 290.000 LF | 75.00000 21750.00| 73.25000 21242.50| 88.16000 25566.40 48" Roadway Pipe (Class 3 R.C.) | | | 0550 530A800 22.000 LF | 18.00000 396.00| 14.25000 313.50| 25.06000 551.32 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0560 530B005 82.000 LF | 71.00000 5822.00| 60.00000 4920.00| 77.73000 6373.86 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0570 530B007 261.000 LF | 97.00000 25317.00| 90.50000 23620.50| 114.18000 29800.98 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0580 535A031 289.000 LF | 21.00000 6069.00| 19.75000 5707.75| 25.39000 7337.71 18" Side Drain Pipe (P.C.) | | | 0590 535A032 100.000 LF | 27.00000 2700.00| 26.00000 2600.00| 40.63000 4063.00 24" Side Drain Pipe (P.C.) | | | 0600 535A070 42.000 LF | 38.00000 1596.00| 34.50000 1449.00| 51.00000 2142.00 30" Side Drain Pipe (Class 2 R.C.) | | | 0610 535A341 30.000 LF | 21.00000 630.00| 23.75000 712.50| 25.39000 761.70 18" Side Drain Pipe (P.C.)(Extension) | | | 0620 535B069 32.000 LF | 31.00000 992.00| 77.75000 2488.00| 40.87000 1307.84 29" Span, 18" Rise Side Drain Pipe | | | (Class 2 R.C.) | | | 0630 535B071 49.000 LF | 55.00000 2695.00| 49.05000 2403.45| 91.57000 4486.93 44" Span, 27" Rise Side Drain Pipe | | | (Class 2 R.C.) | | | 0640 535B073 77.000 LF | 75.00000 5775.00| 74.05000 5701.85| 103.24000 7949.48 59" Span, 36" Rise Side Drain Pipe | | | (Class 2 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -18 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 01018 |(6) 12003 |CLARK CONSTRUCTION CO., INC.|APAC-ALABAMA, INC. |L & A CONTRACTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 535B074 58.000 LF | 91.00000 5278.00| 90.50000 5249.00| 128.91000 7476.78 65" Span, 40" Rise Side Drain Pipe | | | (Class 2 R.C.) | | | 0660 535B075 110.000 LF | 116.00000 12760.00| 113.25000 12457.50| 154.74000 17021.40 73" Span, 45" Rise Side Drain Pipe | | | (Class 2 R.C.) | | | 0670 600A000 LUMP| 900000.00000 900000.00| 1135666.00000 1135666.00| 750000.00000 750000.00 Mobilization | | | 0680 602A000 110.000 EACH| 65.00000 7150.00| 80.00000 8800.00| 98.18000 10799.80 Right Of Way Markers | | | 0690 605B000 1.000 EACH| 510.00000 510.00| 350.00000 350.00| 512.50000 512.50 Special Underdrain Outlet, Type A | | | 0700 605D000 280.000 LF | 10.90000 3052.00| 15.00000 4200.00| 12.30000 3444.00 Special Drain (Aggregate Filled) | | | 0710 606A000 5000.000 LF | 6.00000 30000.00| 8.00000 40000.00| 8.97000 44850.00 6" Underdrain Pipe | | | 0720 610C001 9850.000 TON | 26.00000 256100.00| 28.75000 283187.50| 30.75000 302887.50 Loose Riprap, Class 2 | | | 0730 610D003 41942.000 SQYD| 2.75000 115340.50| 2.42000 101499.64| 2.05000 85981.10 Filter Blanket, Geotextile | | | 0740 614A000 2896.000 CUYD| 195.00000 564720.00| 195.00000 564720.00| 232.89000 674449.44 Slope Paving | | | 0750 619A002 10.000 EACH| 500.00000 5000.00| 500.00000 5000.00| 512.50000 5125.00 18" Roadway Pipe End Treatment, Class 1 | | | 0760 619A003 8.000 EACH| 600.00000 4800.00| 600.00000 4800.00| 615.00000 4920.00 24" Roadway Pipe End Treatment, Class 1 | | | 0770 619A004 4.000 EACH| 875.00000 3500.00| 875.00000 3500.00| 896.88000 3587.52 30" Roadway Pipe End Treatment, Class 1 | | | 0780 619A101 11.000 EACH| 500.00000 5500.00| 500.00000 5500.00| 512.50000 5637.50 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0790 619A102 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| 615.00000 2460.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0800 619A103 2.000 EACH| 875.00000 1750.00| 875.00000 1750.00| 896.88000 1793.76 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0810 619A231 2.000 EACH| 3750.00000 7500.00| 3750.00000 7500.00| 3843.75000 7687.50 48" Roadway Pipe End Treatment, Class 2 | | | (Double Line) | | | 0820 619B070 2.000 EACH| 1800.00000 3600.00| 1800.00000 3600.00| 1845.00000 3690.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -19 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 01018 |(6) 12003 |CLARK CONSTRUCTION CO., INC.|APAC-ALABAMA, INC. |L & A CONTRACTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 619B072 4.000 EACH| 2900.00000 11600.00| 2900.00000 11600.00| 2972.50000 11890.00 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0840 619B117 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 615.00000 1230.00 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0850 619B119 2.000 EACH| 875.00000 1750.00| 875.00000 1750.00| 896.88000 1793.76 44" Span, 27" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0860 619B146 2.000 EACH| 2550.00000 5100.00| 2550.00000 5100.00| 2613.75000 5227.50 59" Span, 36" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0870 619B147 2.000 EACH| 2600.00000 5200.00| 2600.00000 5200.00| 2665.00000 5330.00 65" Span, 40" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0880 619B149 4.000 EACH| 2975.00000 11900.00| 2975.00000 11900.00| 3049.38000 12197.52 73" Span, 45" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0890 620A000 1.000 CUYD| 1000.00000 1000.00| 1000.00000 1000.00| 1025.00000 1025.00 Minor Structure Concrete | | | 0900 621A000 4.000 EACH| 2150.00000 8600.00| 2150.00000 8600.00| 2203.75000 8815.00 Junction Boxes, Type 1, 1P Or 5 | | | 0910 621A005 5.000 EACH| 2150.00000 10750.00| 2150.00000 10750.00| 2203.75000 11018.75 Junction Boxes, Type 1 | | | 0920 621A016 1.000 EACH| 2850.00000 2850.00| 2850.00000 2850.00| 2921.25000 2921.25 Junction Boxes, Type 4, 1P Or 5 | | | 0930 621B000 5.000 EACH| 500.00000 2500.00| 500.00000 2500.00| 512.50000 2562.50 Junction Box Units, Type 1, 1P Or 5 | | | 0940 621B005 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 512.50000 1025.00 Junction Box Units, Type 1 | | | 0950 621C015 5.000 EACH| 2000.00000 10000.00| 2000.00000 10000.00| 2050.00000 10250.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0960 621C017 2.000 EACH| 2150.00000 4300.00| 2150.00000 4300.00| 2203.75000 4407.50 Inlets, Type S1 Or S3 (2 Wing) | | | 0970 621C020 10.000 EACH| 1850.00000 18500.00| 1850.00000 18500.00| 1896.25000 18962.50 Inlets, Type Y | | | 0980 621C027 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1845.00000 1845.00 Inlets, Type C | | | 0990 621D015 8.000 EACH| 500.00000 4000.00| 500.00000 4000.00| 512.50000 4100.00 Inlet Units, Type S1 Or S3 | | | 1000 621D019 9.000 EACH| 425.00000 3825.00| 425.00000 3825.00| 435.63000 3920.67 Inlet Units, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -20 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 01018 |(6) 12003 |CLARK CONSTRUCTION CO., INC.|APAC-ALABAMA, INC. |L & A CONTRACTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 621G005 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 512.50000 512.50 Inlet Grates, Type B | | | 1020 623A000 272.000 LF | 13.50000 3672.00| 12.00000 3264.00| 22.55000 6133.60 Concrete Gutter | | | 1030 623C000 2067.000 LF | 13.00000 26871.00| 12.00000 24804.00| 25.63000 52977.21 Combination Curb & Gutter, Type C | | | 1040 630A000 5300.000 LF | 10.00000 53000.00| 12.00000 63600.00| 10.25000 54325.00 Steel Beam Guardrail, Class A, Type 1 | | | 1050 630C001 2.000 EACH| 550.00000 1100.00| 550.00000 1100.00| 563.75000 1127.50 Guardrail End Anchor, Type 8 | | | 1060 630C003 4.000 EACH| 950.00000 3800.00| 975.00000 3900.00| 973.75000 3895.00 Guardrail End Anchor, Type 13 | | | 1070 630C070 8.000 EACH| 1250.00000 10000.00| 1375.00000 11000.00| 1281.25000 10250.00 Guardrail End Anchor, Type 10 Series | | | 1080 635A002 2425.000 LF | 8.75000 21218.75| 3.75000 9093.75| 6.41000 15544.25 Woven Wire Fence (Wood Posts) | | | 1090 650A000 9586.000 CYIP| 6.75000 64705.50| 0.01000 95.86| 7.14000 68444.04 Topsoil | | | 1100 650B000 14809.000 CYIP| 4.85000 71823.65| 2.50000 37022.50| 5.02000 74341.18 Topsoil From Stockpiles | | | 1110 652A057 14.000 ACRE| 445.00000 6230.00| 300.00000 4200.00| 481.75000 6744.50 Seeding (Mix 3A) | | | 1120 652A061 2.000 ACRE| 445.00000 890.00| 300.00000 600.00| 471.50000 943.00 Seeding (Mix 3E) | | | 1130 652B055 7.000 ACRE| 350.00000 2450.00| 300.00000 2100.00| 281.88000 1973.16 Temporary Seeding (Mix 3AT) | | | 1140 652C000 16.000 ACRE| 65.00000 1040.00| 40.00000 640.00| 68.68000 1098.88 Mowing | | | 1150 652D057 7.000 ACRE| 200.00000 1400.00| 300.00000 2100.00| 297.25000 2080.75 Seeding In Stubble (Mix 3A) | | | 1160 654A001 37806.000 SQYD| 2.25000 85063.50| 3.00000 113418.00| 2.67000 100942.02 Solid Sodding (Bermuda) | | | 1170 656A000 21.000 ACRE| 425.00000 8925.00| 400.00000 8400.00| 471.50000 9901.50 Mulching, Class A, Type 1 | | | 1180 656A001 2.000 ACRE| 425.00000 850.00| 450.00000 900.00| 476.63000 953.26 Mulching, Class A, Type 2 | | | 1190 659A000 18903.000 SQYD| 1.75000 33080.25| 3.00000 56709.00| 1.69000 31946.07 Erosion Control Netting, Class A | | | 1200 665A000 7.000 ACRE| 300.00000 2100.00| 300.00000 2100.00| 276.75000 1937.25 Temporary Seeding | | | 1210 665B000 7.000 ACRE| 400.00000 2800.00| 400.00000 2800.00| 266.50000 1865.50 Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -21 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 01018 |(6) 12003 |CLARK CONSTRUCTION CO., INC.|APAC-ALABAMA, INC. |L & A CONTRACTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1220 665C000 1200.000 LF | 18.00000 21600.00| 16.25000 19500.00| 13.98000 16776.00 15" Temporary Pipe | | | 1230 665E000 600.000 SQYD| 0.20000 120.00| 2.00000 1200.00| 0.93000 558.00 Polyethylene | | | 1240 665F000 500.000 EACH| 5.00000 2500.00| 6.00000 3000.00| 3.08000 1540.00 Hay Bales | | | 1250 665G000 90.000 EACH| 2.00000 180.00| 6.00000 540.00| 2.94000 264.60 Sand Bags | | | 1260 665H000 2.000 EACH| 750.00000 1500.00| 1000.00000 2000.00| 662.73000 1325.46 Erosion Control Check Dams, Type 1 | | | 1270 665H001 7.000 EACH| 1200.00000 8400.00| 750.00000 5250.00| 859.09000 6013.63 Erosion Control Check Dams, Type 2 | | | 1280 665I000 587.000 TON | 30.00000 17610.00| 30.00000 17610.00| 25.63000 15044.81 Temporary Riprap, Class 2 | | | 1290 665J000 23635.000 LF | 3.50000 82722.50| 3.00000 70905.00| 4.36000 103048.60 Silt Fence, Type A | | | 1300 665K000 85.000 CUYD| 8.00000 680.00| 10.00000 850.00| 5.00000 425.00 Drainage Sump Excavation | | | 1310 665L000 300.000 LF | 10.00000 3000.00| 14.50000 4350.00| 20.00000 6000.00 Floating Basin Boom | | | 1320 666A001 27.000 ACRE| 25.00000 675.00| 15.00000 405.00| 30.00000 810.00 Pest Control Treatment | | | 1330 680A000 LUMP| 24000.00000 24000.00| 60000.00000 60000.00| 180000.00000 180000.00 Engineering Controls | | | 1340 701A028 6.000 MILE| 1363.00000 8178.00| 1363.00000 8178.00| 1397.08000 8382.48 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1350 701A032 2.000 MILE| 1363.00000 2726.00| 1363.00000 2726.00| 1397.08000 2794.16 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1360 701A041 3.000 MILE| 915.00000 2745.00| 915.00000 2745.00| 937.88000 2813.64 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1370 701A046 1.000 MILE| 915.00000 915.00| 915.00000 915.00| 937.88000 937.88 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1380 701A048 6.000 MILE| 1550.00000 9300.00| 1550.00000 9300.00| 1588.75000 9532.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1390 701B009 1975.000 LF | 0.72000 1422.00| 0.72000 1422.00| 0.74000 1461.50 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -22 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 01018 |(6) 12003 |CLARK CONSTRUCTION CO., INC.|APAC-ALABAMA, INC. |L & A CONTRACTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1400 701C002 1.000 MILE| 320.00000 320.00| 320.00000 320.00| 328.00000 328.00 Broken Temporary Traffic Stripe (Paint) | | | 1410 701C003 10.000 MILE| 360.00000 3600.00| 360.00000 3600.00| 369.00000 3690.00 Solid Temporary Traffic Stripe (Paint) | | | 1420 701C005 1.000 MILE| 5668.00000 5668.00| 5668.00000 5668.00| 5809.70000 5809.70 Solid Temporary Traffic Stripe (Tape) | | | 1430 701C008 1.000 MILE| 400.00000 400.00| 400.00000 400.00| 410.00000 410.00 Broken Temporary Traffic Stripe (Dotted | | | Paint) | | | 1440 701D007 5.000 MILE| 1200.00000 6000.00| 1200.00000 6000.00| 1230.00000 6150.00 Solid Traffic Stripe Removed (Paint) | | | 1450 701D014 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 1025.00000 1025.00 Broken Traffic Stripe Removed (Paint) | | | 1460 701G125 1600.000 LF | 3.21000 5136.00| 3.21000 5136.00| 3.29000 5264.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1470 701G129 1600.000 LF | 1.32000 2112.00| 1.32000 2112.00| 1.35000 2160.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1480 701G133 1600.000 LF | 3.39000 5424.00| 3.39000 5424.00| 3.47000 5552.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1490 703A002 5010.000 SQFT| 1.80000 9018.00| 1.80000 9018.00| 1.85000 9268.50 Traffic Control Markings, Class 2, Type | | | A | | | 1500 703B002 226.000 SQFT| 2.80000 632.80| 2.80000 632.80| 2.87000 648.62 Traffic Control Legends, Class 2, Type A| | | 1510 703C000 180.000 SQFT| 2.00000 360.00| 2.00000 360.00| 2.05000 369.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1520 703C001 90.000 SQFT| 2.50000 225.00| 2.50000 225.00| 2.56000 230.40 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1530 703D002 180.000 SQFT| 1.30000 234.00| 1.30000 234.00| 1.33000 239.40 Temporary Traffic Control Markings | | | (Paint) | | | 1540 705A014 649.000 EACH| 4.00000 2596.00| 4.00000 2596.00| 4.10000 2660.90 Pavement Markers, Class C, Type 2-B | | | 1550 705A030 20.000 EACH| 4.90000 98.00| 4.90000 98.00| 5.02000 100.40 Pavement Markers, Class A-H, Type 2-C | | | 1560 705A031 1626.000 EACH| 4.70000 7642.20| 4.70000 7642.20| 4.82000 7837.32 Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -23 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 01018 |(6) 12003 |CLARK CONSTRUCTION CO., INC.|APAC-ALABAMA, INC. |L & A CONTRACTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1570 705A032 532.000 EACH| 4.70000 2500.40| 4.70000 2500.40| 4.82000 2564.24 Pavement Markers, Class A-H, Type 1-B | | | 1580 705A037 266.000 EACH| 4.90000 1303.40| 4.90000 1303.40| 5.02000 1335.32 Pavement Markers, Class A-H, Type 2-D | | | 1590 710A115 411.000 SQFT| 18.00000 7398.00| 18.00000 7398.00| 18.45000 7582.95 Class 4, Aluminum Flat Sign Panels | | | 0.08" Thick Or Steel Flat Sign Panels | | | 14 Gauge (Type III Or Type IV | | | Background) | | | 1600 710A118 8.000 SQFT| 20.00000 160.00| 20.00000 160.00| 20.50000 164.00 Class 2, Aluminum Flat Sign Panels | | | 0.125" Thick Or Steel Flat Sign Panels | | | 12 Gauge (Type III Or Type IV | | | Background) | | | 1610 710B001 585.000 LF | 6.00000 3510.00| 6.00000 3510.00| 6.15000 3597.75 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1620 710C000 LUMP| 2600.00000 2600.00| 2600.00000 2600.00| 2665.00000 2665.00 Removal Of Existing Roadway Signs | | | 1630 713A000 25.000 LF | 100.00000 2500.00| 100.00000 2500.00| 108.00000 2700.00 Permanent Barricades | | | 1640 726A000 1960.000 LF | 26.50000 51940.00| 26.50000 51940.00| 27.16000 53233.60 Portable Concrete Safety Barriers, Type | | | 6 | | | 1650 726A001 120.000 LF | 20.00000 2400.00| 20.00000 2400.00| 20.50000 2460.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1660 730A000 LUMP| 1500.00000 1500.00| 1300.00000 1300.00| 1332.50000 1332.50 Removal Of Existing Traffic Control | | | Unit (US Hwy. 31 @ AL Hwy. 113) | | | 1670 730A001 LUMP| 1500.00000 1500.00| 1300.00000 1300.00| 1332.50000 1332.50 Removal Of Existing Traffic Control | | | Unit (US Hwy 31 @ Fannie Road) | | | 1680 730A002 LUMP| 1500.00000 1500.00| 1300.00000 1300.00| 1332.50000 1332.50 Removal Of Existing Traffic Control | | | Unit (US Hwy. 31 @ Co. Rd. 35) | | | 1690 730C000 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 2562.50000 2562.50 Furnishing And Installing Traffic | | | Control Unit (US Hwy. 31 @ AL Hwy. 113) | | | 1700 730G000 4.000 EACH| 6800.00000 27200.00| 6800.00000 27200.00| 6970.00000 27880.00 Traffic Signal Strain Pole | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -24 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 01018 |(6) 12003 |CLARK CONSTRUCTION CO., INC.|APAC-ALABAMA, INC. |L & A CONTRACTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1710 730H000 1340.000 LF | 3.00000 4020.00| 3.00000 4020.00| 3.08000 4127.20 Loop Detector | | | 1720 730I000 1680.000 LF | 1.25000 2100.00| 1.25000 2100.00| 1.28000 2150.40 Shielded Loop Detector Home-Run Cable | | | 1730 730J000 7.000 EACH| 106.00000 742.00| 106.00000 742.00| 108.65000 760.55 Loop Detector Amplifier | | | 1740 730K000 3.000 EACH| 325.00000 975.00| 325.00000 975.00| 333.13000 999.39 Traffic Signal Junction Box | | | 1750 730L000 25.000 LF | 4.00000 100.00| 4.00000 100.00| 4.10000 102.50 3/4", Metallic, Conduit | | | 1760 730L002 25.000 LF | 4.85000 121.25| 4.85000 121.25| 4.97000 124.25 1", Metallic, Conduit | | | 1770 730L003 100.000 LF | 2.00000 200.00| 2.00000 200.00| 2.05000 205.00 1", Non-Metallic, Conduit | | | 1780 730L005 260.000 LF | 3.00000 780.00| 3.00000 780.00| 3.08000 800.80 2", Non-Metallic, Conduit | | | 1790 730L007 180.000 LF | 6.00000 1080.00| 6.00000 1080.00| 6.15000 1107.00 3", Non-Metallic, Conduit | | | 1800 730N000 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| 666.25000 2665.00 Luminaire Extension Assembly, 12 Foot | | | 1810 730P001 5.000 EACH| 425.00000 2125.00| 425.00000 2125.00| 435.63000 2178.15 Vehicular Signal Head, 12 Inch 3 Section| | | 1820 730P002 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 717.50000 717.50 Vehicular Signal Head, 12 Inch 5 Section| | | 1830 730R003 1.000 EACH| 9500.00000 9500.00| 9500.00000 9500.00| 9737.50000 9737.50 Traffic Controller, Type III, 8 Phase | | | 1840 740B000 548.000 SQFT| 12.00000 6576.00| 8.50000 4658.00| 8.61000 4718.28 Construction Signs | | | 1850 740D000 225.000 EACH| 55.00000 12375.00| 93.13000 20954.25| 46.13000 10379.25 Channelizing Drums | | | 1860 740E000 75.000 EACH| 20.00000 1500.00| 19.96000 1497.00| 11.28000 846.00 Cones (36 Inches High) | | | 1870 740F002 16.000 EACH| 350.00000 5600.00| 190.00000 3040.00| 194.75000 3116.00 Barricades, Type III | | | 1880 740I005 6.000 EACH| 300.00000 1800.00| 720.00000 4320.00| 717.50000 4305.00 Warning Lights, Type B (Detachable Head)| | | 1890 740L004 150.000 EACH| 55.00000 8250.00| 38.01000 5701.50| 51.25000 7687.50 Vertical Panel Type II, Single-Sided | | | 1900 740M000 75.000 EACH| 8.00000 600.00| 13.30000 997.50| 5.13000 384.75 Weight For Cone | | | 1910 741C010 4.000 EACH| 6000.00000 24000.00| 5701.66000 22806.64| 5125.00000 20500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -25 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 01018 |(6) 12003 |CLARK CONSTRUCTION CO., INC.|APAC-ALABAMA, INC. |L & A CONTRACTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1920 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 25000.00000 25000.00 Construction Fuel (Maximum Bid Limited | | | To $ 639,000.00) | | | 1930 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | 1940 726D000 AA1 6.000 EACH| 13300.00000 79800.00| 13500.00000 81000.00| 13632.50000 81795.00 Portable Impact Attenuator Quadguard | | | Model No. QZ2405Y Unidirectional) | | | 1950 726D001 AA2 6.000 EACH| | | Portable Impact Attenuator (TRACC) | | | SECTION TOTALS | $ 9,529,025.57| $ 10,023,488.59| $ 10,447,239.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,529,025.57| $ 10,023,488.59| $ 10,447,239.74 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -26 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 01053 | | |ANDERSON COLUMBIA 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| 75000.00000 75000.00| | Clearing & Grubbing (Approximately 27 | | | Acres) | | | 0020 206A000 LUMP| 90000.00000 90000.00| | Removal Of Old Bridge , Station | | | 706+87.04 | | | 0030 206A001 LUMP| 35000.00000 35000.00| | Removal Of Old Bridge ,Station 714+65.64| | | 0040 206A002 LUMP| 12000.00000 12000.00| | Removal Of Old Bridge ,Station 35+37.52,| | | CR-35 | | | 0050 206B000 LUMP| 10000.00000 10000.00| | Removal Of Old Box Culvert , Station | | | 573+00 | | | 0060 206D001 759.000 LF | 2.00000 1518.00| | Removing Guardrail | | | 0070 210A000 132418.000 CYIP| 2.50000 331045.00| | Unclassified Excavation | | | 0080 210C000 10788.000 CYIP| 4.00000 43152.00| | Muck Excavation | | | 0090 210D013 211425.000 CYIP| 3.30000 697702.50| | Borrow Excavation (A-4(0) or Better) | | | 0100 214A000 7664.000 CUYD| 4.00000 30656.00| | Structure Excavation | | | 0110 214B000 1020.000 CUYD| 15.00000 15300.00| | Foundation Backfill, Local | | | 0120 214B001 364.000 CUYD| 36.00000 13104.00| | Foundation Backfill, Commercial | | | 0130 215A000 1115.000 CUYD| 36.00000 40140.00| | Unclassified Bridge Excavation | | | 0140 215B000 LUMP| 110000.00000 110000.00| | Cofferdams Or Sheeting And Shoring , | | | Sta. 708+90.37 | | | 0150 215B001 LUMP| 110000.00000 110000.00| | Cofferdams Or Sheeting And Shoring , | | | Station 709+29.6299 | | | 0160 230A000 183.000 RBST| 200.00000 36600.00| | Roadbed Processing | | | 0170 250B000 200.000 CUYD| 100.00000 20000.00| | Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -27 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 01053 | | |ANDERSON COLUMBIA CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 250C000 5.000 EACH| 6000.00000 30000.00| | Underground Storage Tank Removal | | | (Specialty Item) | | | 0190 301A214 1200.000 SYCP| 12.00000 14400.00| | Soil Aggregate Base Course, Type C, | | | Road Mixed, 4" Compacted Thickness | | | 0200 301A220 11417.000 SYCP| 5.00000 57085.00| | Soil Aggregate Base Course, Type C, | | | Road Mixed, 5.5" Compacted Thickness | | | 0210 301A222 184540.000 SYCP| 5.30000 978062.00| | Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0220 401A000 76534.000 SYCP| 0.40000 30613.60| | Bituminous Treatment A | | | 0230 401B100 11538.000 SYCP| 1.30000 14999.40| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0240 405A000 2579.000 GAL | 1.30000 3352.70| | Tack Coat | | | 0250 408A052 3069.000 SY | 4.00000 12276.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0260 410B000 1.000 EACH| 5000.00000 5000.00| | State Furnished Profilograph | | | 0270 429A260 4455.000 TON | 54.00000 240570.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0280 429B261 18598.000 TON | 50.00000 929900.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range D | | | 0290 429B265 50.000 TON | 100.00000 5000.00| | Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0300 429B269 2262.000 TON | 52.00000 117624.00| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0310 429C260 13387.000 TON | 48.00000 642576.00| | Improved Bituminous Concrete Base Layer,| | | 1" Maximum Aggregate Size Mix, ESAL | | | Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -28 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 01053 | | |ANDERSON COLUMBIA CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 430B040 1800.000 TCIP| 30.00000 54000.00| | Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0330 502A000 299329.000 LB | 0.44000 131704.76| | Steel Reinforcement | | | 0340 502B001 LUMP| 50000.00000 50000.00| | Steel Reinforcement For Bridge | | | Superstructure , Station 709+10, Left | | | Lane, Approximately 117000 Lbs. | | | 0350 502B002 LUMP| 50000.00000 50000.00| | Steel Reinforcement For Bridge | | | Superstructure , Station 709+10, Right | | | Lane, Approximately 117000 Lbs. | | | 0360 505A002 2.000 EACH| 2500.00000 5000.00| | Steel Test Piles (HP 12x53) | | | 0370 505A019 2.000 EACH| 14000.00000 28000.00| | Concrete Test Piles (24 Inches Square) | | | 0380 505B049 2.000 EACH| 16000.00000 32000.00| | Static Loading Tests (24 Inches Square) | | | 0390 505B057 2.000 EACH| 2600.00000 5200.00| | Static Loading Tests (HP 12x53) | | | 0400 505C002 3100.000 LF | 26.00000 80600.00| | Steel Piling (HP 12x53) | | | 0410 505C019 4020.000 LF | 92.00000 369840.00| | Concrete Piling (24 Inches Square) | | | 0420 505I000 5270.000 SQFT| 14.00000 73780.00| | Temporary Steel Sheet Piling | | | 0430 508A000 20740.000 LB | 1.50000 31110.00| | Structural Steel | | | 0440 510A000 1073.000 CUYD| 470.00000 504310.00| | Bridge Substructure Concrete, Class A | | | 0450 510C052 LUMP| 230000.00000 230000.00| | Bridge Concrete Superstructure, Station | | | 709+10, Left Lane, Approximately 488 Cu.| | | Yds. | | | 0460 510C053 LUMP| 230000.00000 230000.00| | Bridge Concrete Superstructure, , | | | Station 709+10, Right Lane, | | | Approximately 488 Cu. Yd. | | | 0470 510E000 3200.000 SQYD| 5.00000 16000.00| | Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -29 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 01053 | | |ANDERSON COLUMBIA CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 511A001 120.000 EACH| 50.00000 6000.00| | Elastomeric Bearings, Type 2 | | | 0490 513B005 4740.000 LF | 77.00000 364980.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0500 524A011 770.000 CUYD| 300.00000 231000.00| | Culvert Concrete (Cast In Place) | | | 0510 530A001 2447.000 LF | 28.00000 68516.00| | 18" Roadway Pipe (Class 3 R.C.) | | | 0520 530A002 452.000 LF | 38.00000 17176.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0530 530A003 265.000 LF | 55.00000 14575.00| | 30" Roadway Pipe (Class 3 R.C.) | | | 0540 530A006 290.000 LF | 102.00000 29580.00| | 48" Roadway Pipe (Class 3 R.C.) | | | 0550 530A800 22.000 LF | 45.00000 990.00| | 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0560 530B005 82.000 LF | 107.00000 8774.00| | 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0570 530B007 261.000 LF | 144.00000 37584.00| | 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0580 535A031 289.000 LF | 23.00000 6647.00| | 18" Side Drain Pipe (P.C.) | | | 0590 535A032 100.000 LF | 24.00000 2400.00| | 24" Side Drain Pipe (P.C.) | | | 0600 535A070 42.000 LF | 78.00000 3276.00| | 30" Side Drain Pipe (Class 2 R.C.) | | | 0610 535A341 30.000 LF | 22.00000 660.00| | 18" Side Drain Pipe (P.C.)(Extension) | | | 0620 535B069 32.000 LF | 42.00000 1344.00| | 29" Span, 18" Rise Side Drain Pipe | | | (Class 2 R.C.) | | | 0630 535B071 49.000 LF | 117.00000 5733.00| | 44" Span, 27" Rise Side Drain Pipe | | | (Class 2 R.C.) | | | 0640 535B073 77.000 LF | 106.00000 8162.00| | 59" Span, 36" Rise Side Drain Pipe | | | (Class 2 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -30 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 01053 | | |ANDERSON COLUMBIA CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 535B074 58.000 LF | 161.00000 9338.00| | 65" Span, 40" Rise Side Drain Pipe | | | (Class 2 R.C.) | | | 0660 535B075 110.000 LF | 168.00000 18480.00| | 73" Span, 45" Rise Side Drain Pipe | | | (Class 2 R.C.) | | | 0670 600A000 LUMP| 1000000.00000 1000000.00| | Mobilization | | | 0680 602A000 110.000 EACH| 52.00000 5720.00| | Right Of Way Markers | | | 0690 605B000 1.000 EACH| 530.00000 530.00| | Special Underdrain Outlet, Type A | | | 0700 605D000 280.000 LF | 13.00000 3640.00| | Special Drain (Aggregate Filled) | | | 0710 606A000 5000.000 LF | 10.00000 50000.00| | 6" Underdrain Pipe | | | 0720 610C001 9850.000 TON | 29.00000 285650.00| | Loose Riprap, Class 2 | | | 0730 610D003 41942.000 SQYD| 3.00000 125826.00| | Filter Blanket, Geotextile | | | 0740 614A000 2896.000 CUYD| 200.00000 579200.00| | Slope Paving | | | 0750 619A002 10.000 EACH| 500.00000 5000.00| | 18" Roadway Pipe End Treatment, Class 1 | | | 0760 619A003 8.000 EACH| 600.00000 4800.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0770 619A004 4.000 EACH| 875.00000 3500.00| | 30" Roadway Pipe End Treatment, Class 1 | | | 0780 619A101 11.000 EACH| 500.00000 5500.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0790 619A102 4.000 EACH| 600.00000 2400.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0800 619A103 2.000 EACH| 875.00000 1750.00| | 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0810 619A231 2.000 EACH| 3800.00000 7600.00| | 48" Roadway Pipe End Treatment, Class 2 | | | (Double Line) | | | 0820 619B070 2.000 EACH| 1800.00000 3600.00| | 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -31 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 01053 | | |ANDERSON COLUMBIA CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 619B072 4.000 EACH| 3000.00000 12000.00| | 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0840 619B117 2.000 EACH| 600.00000 1200.00| | 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0850 619B119 2.000 EACH| 875.00000 1750.00| | 44" Span, 27" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0860 619B146 2.000 EACH| 2600.00000 5200.00| | 59" Span, 36" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0870 619B147 2.000 EACH| 2600.00000 5200.00| | 65" Span, 40" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0880 619B149 4.000 EACH| 3000.00000 12000.00| | 73" Span, 45" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0890 620A000 1.000 CUYD| 1000.00000 1000.00| | Minor Structure Concrete | | | 0900 621A000 4.000 EACH| 2200.00000 8800.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0910 621A005 5.000 EACH| 2200.00000 11000.00| | Junction Boxes, Type 1 | | | 0920 621A016 1.000 EACH| 3000.00000 3000.00| | Junction Boxes, Type 4, 1P Or 5 | | | 0930 621B000 5.000 EACH| 500.00000 2500.00| | Junction Box Units, Type 1, 1P Or 5 | | | 0940 621B005 2.000 EACH| 500.00000 1000.00| | Junction Box Units, Type 1 | | | 0950 621C015 5.000 EACH| 2200.00000 11000.00| | Inlets, Type S1 Or S3 (1 Wing) | | | 0960 621C017 2.000 EACH| 2200.00000 4400.00| | Inlets, Type S1 Or S3 (2 Wing) | | | 0970 621C020 10.000 EACH| 2000.00000 20000.00| | Inlets, Type Y | | | 0980 621C027 1.000 EACH| 2000.00000 2000.00| | Inlets, Type C | | | 0990 621D015 8.000 EACH| 500.00000 4000.00| | Inlet Units, Type S1 Or S3 | | | 1000 621D019 9.000 EACH| 500.00000 4500.00| | Inlet Units, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -32 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 01053 | | |ANDERSON COLUMBIA CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 621G005 1.000 EACH| 500.00000 500.00| | Inlet Grates, Type B | | | 1020 623A000 272.000 LF | 10.00000 2720.00| | Concrete Gutter | | | 1030 623C000 2067.000 LF | 10.00000 20670.00| | Combination Curb & Gutter, Type C | | | 1040 630A000 5300.000 LF | 11.00000 58300.00| | Steel Beam Guardrail, Class A, Type 1 | | | 1050 630C001 2.000 EACH| 550.00000 1100.00| | Guardrail End Anchor, Type 8 | | | 1060 630C003 4.000 EACH| 1000.00000 4000.00| | Guardrail End Anchor, Type 13 | | | 1070 630C070 8.000 EACH| 1300.00000 10400.00| | Guardrail End Anchor, Type 10 Series | | | 1080 635A002 2425.000 LF | 6.50000 15762.50| | Woven Wire Fence (Wood Posts) | | | 1090 650A000 9586.000 CYIP| 6.00000 57516.00| | Topsoil | | | 1100 650B000 14809.000 CYIP| 2.30000 34060.70| | Topsoil From Stockpiles | | | 1110 652A057 14.000 ACRE| 490.00000 6860.00| | Seeding (Mix 3A) | | | 1120 652A061 2.000 ACRE| 480.00000 960.00| | Seeding (Mix 3E) | | | 1130 652B055 7.000 ACRE| 290.00000 2030.00| | Temporary Seeding (Mix 3AT) | | | 1140 652C000 16.000 ACRE| 70.00000 1120.00| | Mowing | | | 1150 652D057 7.000 ACRE| 300.00000 2100.00| | Seeding In Stubble (Mix 3A) | | | 1160 654A001 37806.000 SQYD| 3.00000 113418.00| | Solid Sodding (Bermuda) | | | 1170 656A000 21.000 ACRE| 470.00000 9870.00| | Mulching, Class A, Type 1 | | | 1180 656A001 2.000 ACRE| 470.00000 940.00| | Mulching, Class A, Type 2 | | | 1190 659A000 18903.000 SQYD| 1.70000 32135.10| | Erosion Control Netting, Class A | | | 1200 665A000 7.000 ACRE| 280.00000 1960.00| | Temporary Seeding | | | 1210 665B000 7.000 ACRE| 270.00000 1890.00| | Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -33 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 01053 | | |ANDERSON COLUMBIA CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1220 665C000 1200.000 LF | 18.00000 21600.00| | 15" Temporary Pipe | | | 1230 665E000 600.000 SQYD| 1.00000 600.00| | Polyethylene | | | 1240 665F000 500.000 EACH| 5.00000 2500.00| | Hay Bales | | | 1250 665G000 90.000 EACH| 5.00000 450.00| | Sand Bags | | | 1260 665H000 2.000 EACH| 600.00000 1200.00| | Erosion Control Check Dams, Type 1 | | | 1270 665H001 7.000 EACH| 900.00000 6300.00| | Erosion Control Check Dams, Type 2 | | | 1280 665I000 587.000 TON | 28.00000 16436.00| | Temporary Riprap, Class 2 | | | 1290 665J000 23635.000 LF | 3.00000 70905.00| | Silt Fence, Type A | | | 1300 665K000 85.000 CUYD| 15.00000 1275.00| | Drainage Sump Excavation | | | 1310 665L000 300.000 LF | 15.00000 4500.00| | Floating Basin Boom | | | 1320 666A001 27.000 ACRE| 15.00000 405.00| | Pest Control Treatment | | | 1330 680A000 LUMP| 125000.00000 125000.00| | Engineering Controls | | | 1340 701A028 6.000 MILE| 1400.00000 8400.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1350 701A032 2.000 MILE| 1400.00000 2800.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1360 701A041 3.000 MILE| 920.00000 2760.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1370 701A046 1.000 MILE| 920.00000 920.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1380 701A048 6.000 MILE| 1600.00000 9600.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1390 701B009 1975.000 LF | 0.80000 1580.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -34 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 01053 | | |ANDERSON COLUMBIA CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1400 701C002 1.000 MILE| 330.00000 330.00| | Broken Temporary Traffic Stripe (Paint) | | | 1410 701C003 10.000 MILE| 360.00000 3600.00| | Solid Temporary Traffic Stripe (Paint) | | | 1420 701C005 1.000 MILE| 5700.00000 5700.00| | Solid Temporary Traffic Stripe (Tape) | | | 1430 701C008 1.000 MILE| 420.00000 420.00| | Broken Temporary Traffic Stripe (Dotted | | | Paint) | | | 1440 701D007 5.000 MILE| 1250.00000 6250.00| | Solid Traffic Stripe Removed (Paint) | | | 1450 701D014 1.000 MILE| 1100.00000 1100.00| | Broken Traffic Stripe Removed (Paint) | | | 1460 701G125 1600.000 LF | 3.30000 5280.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1470 701G129 1600.000 LF | 1.40000 2240.00| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1480 701G133 1600.000 LF | 3.50000 5600.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1490 703A002 5010.000 SQFT| 2.00000 10020.00| | Traffic Control Markings, Class 2, Type | | | A | | | 1500 703B002 226.000 SQFT| 3.00000 678.00| | Traffic Control Legends, Class 2, Type A| | | 1510 703C000 180.000 SQFT| 2.10000 378.00| | Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1520 703C001 90.000 SQFT| 2.60000 234.00| | Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1530 703D002 180.000 SQFT| 1.30000 234.00| | Temporary Traffic Control Markings | | | (Paint) | | | 1540 705A014 649.000 EACH| 4.00000 2596.00| | Pavement Markers, Class C, Type 2-B | | | 1550 705A030 20.000 EACH| 5.00000 100.00| | Pavement Markers, Class A-H, Type 2-C | | | 1560 705A031 1626.000 EACH| 5.00000 8130.00| | Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -35 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 01053 | | |ANDERSON COLUMBIA CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1570 705A032 532.000 EACH| 5.00000 2660.00| | Pavement Markers, Class A-H, Type 1-B | | | 1580 705A037 266.000 EACH| 5.00000 1330.00| | Pavement Markers, Class A-H, Type 2-D | | | 1590 710A115 411.000 SQFT| 19.00000 7809.00| | Class 4, Aluminum Flat Sign Panels | | | 0.08" Thick Or Steel Flat Sign Panels | | | 14 Gauge (Type III Or Type IV | | | Background) | | | 1600 710A118 8.000 SQFT| 21.00000 168.00| | Class 2, Aluminum Flat Sign Panels | | | 0.125" Thick Or Steel Flat Sign Panels | | | 12 Gauge (Type III Or Type IV | | | Background) | | | 1610 710B001 585.000 LF | 6.30000 3685.50| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1620 710C000 LUMP| 2700.00000 2700.00| | Removal Of Existing Roadway Signs | | | 1630 713A000 25.000 LF | 130.00000 3250.00| | Permanent Barricades | | | 1640 726A000 1960.000 LF | 21.00000 41160.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1650 726A001 120.000 LF | 16.00000 1920.00| | Portable Concrete Safety Barriers, Type | | | 6-A | | | 1660 730A000 LUMP| 1300.00000 1300.00| | Removal Of Existing Traffic Control | | | Unit (US Hwy. 31 @ AL Hwy. 113) | | | 1670 730A001 LUMP| 1300.00000 1300.00| | Removal Of Existing Traffic Control | | | Unit (US Hwy 31 @ Fannie Road) | | | 1680 730A002 LUMP| 1300.00000 1300.00| | Removal Of Existing Traffic Control | | | Unit (US Hwy. 31 @ Co. Rd. 35) | | | 1690 730C000 LUMP| 2500.00000 2500.00| | Furnishing And Installing Traffic | | | Control Unit (US Hwy. 31 @ AL Hwy. 113) | | | 1700 730G000 4.000 EACH| 7000.00000 28000.00| | Traffic Signal Strain Pole | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -36 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 01053 | | |ANDERSON COLUMBIA CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1710 730H000 1340.000 LF | 3.00000 4020.00| | Loop Detector | | | 1720 730I000 1680.000 LF | 1.30000 2184.00| | Shielded Loop Detector Home-Run Cable | | | 1730 730J000 7.000 EACH| 110.00000 770.00| | Loop Detector Amplifier | | | 1740 730K000 3.000 EACH| 330.00000 990.00| | Traffic Signal Junction Box | | | 1750 730L000 25.000 LF | 4.20000 105.00| | 3/4", Metallic, Conduit | | | 1760 730L002 25.000 LF | 10.00000 250.00| | 1", Metallic, Conduit | | | 1770 730L003 100.000 LF | 2.10000 210.00| | 1", Non-Metallic, Conduit | | | 1780 730L005 260.000 LF | 3.10000 806.00| | 2", Non-Metallic, Conduit | | | 1790 730L007 180.000 LF | 6.30000 1134.00| | 3", Non-Metallic, Conduit | | | 1800 730N000 4.000 EACH| 700.00000 2800.00| | Luminaire Extension Assembly, 12 Foot | | | 1810 730P001 5.000 EACH| 500.00000 2500.00| | Vehicular Signal Head, 12 Inch 3 Section| | | 1820 730P002 1.000 EACH| 750.00000 750.00| | Vehicular Signal Head, 12 Inch 5 Section| | | 1830 730R003 1.000 EACH| 10000.00000 10000.00| | Traffic Controller, Type III, 8 Phase | | | 1840 740B000 548.000 SQFT| 15.00000 8220.00| | Construction Signs | | | 1850 740D000 225.000 EACH| 80.00000 18000.00| | Channelizing Drums | | | 1860 740E000 75.000 EACH| 10.00000 750.00| | Cones (36 Inches High) | | | 1870 740F002 16.000 EACH| 300.00000 4800.00| | Barricades, Type III | | | 1880 740I005 6.000 EACH| 1100.00000 6600.00| | Warning Lights, Type B (Detachable Head)| | | 1890 740L004 150.000 EACH| 130.00000 19500.00| | Vertical Panel Type II, Single-Sided | | | 1900 740M000 75.000 EACH| 5.00000 375.00| | Weight For Cone | | | 1910 741C010 4.000 EACH| 6000.00000 24000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 010 -37 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000825010 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 01053 | | |ANDERSON COLUMBIA CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1920 998A000 LUMP| 1000.00000 1000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 639,000.00) | | | 1930 999 000 4500.000 HOUR| 0.80000 3600.00| | Trainee Hours At 80 Cents Per Hour | | | 1940 726D000 AA1 6.000 EACH| 14000.00000 84000.00| | Portable Impact Attenuator Quadguard | | | Model No. QZ2405Y Unidirectional) | | | 1950 726D001 AA2 6.000 EACH| | | Portable Impact Attenuator (TRACC) | | | SECTION TOTALS | $ 10,679,581.76| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,679,581.76| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 20000825011 COUNTIES : WASHINGTON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 CONTRACT TIME : 230 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRF-98(32) for constructing the Resurfacing and Bridge Replacement NH-98(33) (Grade, Drain, Pave, and Bridge) on S.R. #13 (U.S. #43) from the Mobile County Line to a point just north of Poll Bayou. Length - 0.761 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23034 T.L. WALLACE CONSTRUCTION, INC. $ 2,040,243.64 100.0000% 2 18005 GRADY RALLS & SONS, INC. $ 2,180,279.30 106.8636% 3 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 2,206,896.61 108.1682% 4 13053 MCINNIS CORPORATION $ 2,238,717.22 109.7279% 5 14008 NEWELL & BUSH, INC. $ 2,504,535.66 122.7566% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20000825011 COUNTIES : WASHINGTON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 23034 |(2) 18005 |(3) 03001 |T.L. WALLACE CONSTRUCTION, |GRADY RALLS & SONS, 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| 150000.00000 150000.00| 65000.00000 65000.00| 130000.00000 130000.00 Clearing & Grubbing (Approximately 24 | | | Acres) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 30000.00000 30000.00 Removal Of Old Bridge Station 52+79.6 | | | 0030 206A001 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 15000.00000 15000.00 Removal Of Old Bridge Station 62+93.7 | | | 0040 206C016 80.000 SQYD| 4.50000 360.00| 12.00000 960.00| 12.00000 960.00 Removing Concrete Slope Paving (Under | | | Bridges) | | | 0050 206D001 1613.000 LF | 1.50000 2419.50| 1.50000 2419.50| 1.50000 2419.50 Removing Guardrail | | | 0060 206E008 17.000 EACH| 95.00000 1615.00| 95.00000 1615.00| 95.00000 1615.00 Removing Guardrail End Anchor (All Type)| | | 0070 210A000 3232.000 CYIP| 3.30000 10665.60| 3.75000 12120.00| 3.75000 12120.00 Unclassified Excavation | | | 0080 210D000 19897.000 CYIP| 4.60000 91526.20| 8.10000 161165.70| 8.10000 161165.70 Borrow Excavation | | | 0090 210D021 2188.000 CYIP| 5.30000 11596.40| 8.25000 18051.00| 8.25000 18051.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A4 or Better) | | | 0100 401A000 3237.000 SYCP| 0.47000 1521.39| 0.45000 1456.65| 0.47000 1521.39 Bituminous Treatment A | | | 0110 405A000 1088.000 GAL | 1.07000 1164.16| 1.02000 1109.76| 1.08000 1175.04 Tack Coat | | | 0120 424A260 1810.000 TON | 48.32000 87459.20| 45.90000 83079.00| 48.42000 87640.20 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0130 424A266 250.000 TON | 53.68000 13420.00| 51.00000 12750.00| 53.80000 13450.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0140 424B461 364.000 TON | 54.02000 19663.28| 51.32000 18680.48| 54.14000 19706.96 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0150 424B465 250.000 TON | 75.00000 18750.00| 27.67000 6917.50| 55.00000 13750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20000825011 COUNTIES : WASHINGTON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 23034 |(2) 18005 |(3) 03001 |T.L. WALLACE CONSTRUCTION, |GRADY RALLS & SONS, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B469 500.000 TON | 47.69000 23845.00| 45.31000 22655.00| 47.80000 23900.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0170 424C260 1613.000 TON | 54.77000 88344.01| 52.03000 83924.39| 54.89000 88537.57 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range D | | | 0180 428B000 20706.000 LF | 0.10000 2070.60| 0.09000 1863.54| 0.09000 1863.54 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0190 430B000 230.000 TNCP| 26.00000 5980.00| 28.00000 6440.00| 28.00000 6440.00 Aggregate Surfacing (AHD #467 Or #57) | | | 0200 450B000 214.000 SQYD| 70.00000 14980.00| 75.00000 16050.00| 80.00000 17120.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0210 502A000 18100.000 LB | 0.50000 9050.00| 0.65000 11765.00| 0.50000 9050.00 Steel Reinforcement | | | 0220 502B000 LUMP| 74750.00000 74750.00| 95000.00000 95000.00| 75000.00000 75000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 52+39.0, | | | Approximately 149,500 Lbs. | | | 0230 502B001 LUMP| 21950.00000 21950.00| 25000.00000 25000.00| 22000.00000 22000.00 Steel Reinforcement For Bridge | | | Superstructure Sta. 62+88.0, | | | Approximately 43,900 Lbs. | | | 0240 505A000 2.000 EACH| 3500.00000 7000.00| 2500.00000 5000.00| 3000.00000 6000.00 Steel Test Piles (HP 10x42) | | | 0250 505A004 2.000 EACH| 4000.00000 8000.00| 3500.00000 7000.00| 3500.00000 7000.00 Steel Test Piles (HP 14x73) | | | 0260 505B055 2.000 EACH| 100.00000 200.00| 1500.00000 3000.00| 1500.00000 3000.00 Static Loading Tests (HP 10x42) | | | 0270 505B059 2.000 EACH| 100.00000 200.00| 1500.00000 3000.00| 1500.00000 3000.00 Static Loading Tests (HP 14x73) | | | 0280 505C000 1450.000 LF | 23.75000 34437.50| 21.00000 30450.00| 21.00000 30450.00 Steel Piling (HP 10x42) | | | 0290 505C004 4690.000 LF | 34.25000 160632.50| 29.00000 136010.00| 29.00000 136010.00 Steel Piling (HP 14x73) | | | 0300 508A000 5430.000 LB | 3.00000 16290.00| 2.75000 14932.50| 2.75000 14932.50 Structural Steel | | | 0310 510A000 261.000 CUYD| 535.00000 139635.00| 375.00000 97875.00| 325.00000 84825.00 Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20000825011 COUNTIES : WASHINGTON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 23034 |(2) 18005 |(3) 03001 |T.L. WALLACE CONSTRUCTION, |GRADY RALLS & SONS, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 510C051 LUMP| 216220.00000 216220.00| 315000.00000 315000.00| 265000.00000 265000.00 Bridge Concrete Superstructure, Sta. | | | 52+39.0, Approximately 569 Cu. Yds. | | | 0330 510C052 LUMP| 61560.00000 61560.00| 80000.00000 80000.00| 75000.00000 75000.00 Bridge Concrete Superstructure, Sta. | | | 62+88.0, Approximately 162 Cu. Yds. | | | 0340 510E000 2296.000 SQYD| 1.85000 4247.60| 3.00000 6888.00| 1.96000 4500.16 Grooving Concrete Bridge Decks | | | 0350 511A001 168.000 EACH| 30.00000 5040.00| 50.00000 8400.00| 50.00000 8400.00 Elastomeric Bearings, Type 2 | | | 0360 513B003 3374.000 LF | 42.00000 141708.00| 63.00000 212562.00| 55.00000 185570.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0370 530A494 559.000 LF | 20.00000 11180.00| 20.00000 11180.00| 20.00000 11180.00 18" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0380 600A000 LUMP| 100000.00000 100000.00| 155814.23000 155814.23| 200000.00000 200000.00 Mobilization | | | 0390 606A000 500.000 LF | 10.00000 5000.00| 7.00000 3500.00| 7.00000 3500.00 6" Underdrain Pipe | | | 0400 610C001 4932.000 TON | 33.00000 162756.00| 29.00000 143028.00| 29.00000 143028.00 Loose Riprap, Class 2 | | | 0410 610D003 3340.000 SQYD| 2.00000 6680.00| 1.50000 5010.00| 1.50000 5010.00 Filter Blanket, Geotextile | | | 0420 614A001 19.000 CUYD| 265.00000 5035.00| 250.00000 4750.00| 250.00000 4750.00 Slope Paving (Under Bridges) | | | 0430 619A002 4.000 EACH| 450.00000 1800.00| 475.00000 1900.00| 600.00000 2400.00 18" Roadway Pipe End Treatment, Class 1 | | | 0440 621A057 3.000 EACH| 1400.00000 4200.00| 1400.00000 4200.00| 1850.00000 5550.00 Junction Boxes, Type Partial | | | 0450 621C068 3.000 EACH| 1400.00000 4200.00| 1800.00000 5400.00| 2000.00000 6000.00 Inlets, Type Y (Partial) | | | 0460 630A000 525.000 LF | 13.50000 7087.50| 13.50000 7087.50| 13.50000 7087.50 Steel Beam Guardrail, Class A, Type 1 | | | 0470 630C003 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| 950.00000 3800.00 Guardrail End Anchor, Type 13 | | | 0480 630C070 8.000 EACH| 1500.00000 12000.00| 1500.00000 12000.00| 1500.00000 12000.00 Guardrail End Anchor, Type 10 Series | | | 0482 631C000 909.000 LF | 4.50000 4090.50| 4.50000 4090.50| 4.50000 4090.50 Steel Beam Guardrail Class A, Type 1 | | | Reset | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20000825011 COUNTIES : WASHINGTON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 23034 |(2) 18005 |(3) 03001 |T.L. WALLACE CONSTRUCTION, |GRADY RALLS & SONS, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0484 631E010 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 2000.00000 4000.00 Guardrail End Anchor, Ty 10 Series, | | | Reset | | | 0486 631F000 120.000 LF | 5.50000 660.00| 5.50000 660.00| 5.50000 660.00 Steel Beam Guardrail Class A, Type 1 | | | Relocated | | | 0490 650A000 511.000 CYIP| 5.00000 2555.00| 9.00000 4599.00| 9.00000 4599.00 Topsoil | | | 0500 650B000 1641.000 CYIP| 3.30000 5415.30| 7.25000 11897.25| 7.25000 11897.25 Topsoil From Stockpiles | | | 0510 652B055 11.000 ACRE| 600.00000 6600.00| 300.00000 3300.00| 300.00000 3300.00 Temporary Seeding (Mix 3AT) | | | 0520 652D057 11.000 ACRE| 600.00000 6600.00| 275.00000 3025.00| 275.00000 3025.00 Seeding In Stubble (Mix 3A) | | | 0530 656A000 22.000 ACRE| 400.00000 8800.00| 495.00000 10890.00| 495.00000 10890.00 Mulching, Class A, Type 1 | | | 0540 665B000 18.000 ACRE| 400.00000 7200.00| 495.00000 8910.00| 495.00000 8910.00 Temporary Mulching | | | 0550 665F000 550.000 EACH| 8.00000 4400.00| 6.00000 3300.00| 6.00000 3300.00 Hay Bales | | | 0560 665I000 200.000 TON | 33.00000 6600.00| 35.00000 7000.00| 35.00000 7000.00 Temporary Riprap, Class 2 | | | 0570 665J000 4000.000 LF | 3.00000 12000.00| 3.85000 15400.00| 3.85000 15400.00 Silt Fence, Type A | | | 0580 665K000 700.000 CUYD| 2.40000 1680.00| 4.00000 2800.00| 4.00000 2800.00 Drainage Sump Excavation | | | 0590 665L000 200.000 LF | 17.00000 3400.00| 10.00000 2000.00| 10.00000 2000.00 Floating Basin Boom | | | 0600 666A001 22.000 ACRE| 30.00000 660.00| 45.00000 990.00| 45.00000 990.00 Pest Control Treatment | | | 0610 680A000 LUMP| 30000.00000 30000.00| 10500.00000 10500.00| 5500.00000 5500.00 Engineering Controls | | | 0620 701A028 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0630 701A032 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0640 701A041 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20000825011 COUNTIES : WASHINGTON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 23034 |(2) 18005 |(3) 03001 |T.L. WALLACE CONSTRUCTION, |GRADY RALLS & SONS, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 701C002 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 Broken Temporary Traffic Stripe (Paint) | | | 0660 701C003 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 Solid Temporary Traffic Stripe (Paint) | | | 0670 701D008 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| 1300.00000 1300.00 Solid Traffic Stripe Removed (Plastic) | | | 0680 701D015 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 Broken Traffic Stripe Removed (Plastic) | | | 0690 701E003 1104.000 LF | 1.50000 1656.00| 1.50000 1656.00| 1.50000 1656.00 Solid Temporary Traffic Stripe (Tape) | | | 0700 701G121 574.000 LF | 2.38000 1366.12| 2.38000 1366.12| 2.38000 1366.12 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0710 701G125 574.000 LF | 4.32000 2479.68| 4.32000 2479.68| 4.32000 2479.68 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0720 701G133 574.000 LF | 4.50000 2583.00| 4.50000 2583.00| 4.50000 2583.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0730 701H002 1104.000 LF | 0.50000 552.00| 0.50000 552.00| 0.50000 552.00 Solid Traffic Stripe Removed (Tape) | | | 0740 705A011 626.000 EACH| 4.00000 2504.00| 4.00000 2504.00| 4.00000 2504.00 Pavement Markers, Class C, Type 1-A | | | 0750 705A012 158.000 EACH| 4.00000 632.00| 4.00000 632.00| 4.00000 632.00 Pavement Markers, Class C, Type 1-B | | | 0760 705A022 2.000 EACH| 4.00000 8.00| 4.00000 8.00| 4.00000 8.00 Pavement Markers, Class C, Type 2-C | | | 0770 705A024 295.000 EACH| 4.00000 1180.00| 4.00000 1180.00| 4.00000 1180.00 Pavement Markers, Class C, Type 2-E | | | 0780 705A030 24.000 EACH| 5.25000 126.00| 5.25000 126.00| 5.25000 126.00 Pavement Markers, Class A-H, Type 2-C | | | 0790 705A031 86.000 EACH| 5.00000 430.00| 5.00000 430.00| 5.00000 430.00 Pavement Markers, Class A-H, Type 1-A | | | 0800 707G001 71.000 EACH| 15.00000 1065.00| 5.00000 355.00| 5.00000 355.00 Barrier Rail Mounted Delineator | | | (Bi-Directional) | | | 0810 726A000 2800.000 LF | 33.00000 92400.00| 24.00000 67200.00| 24.00000 67200.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0820 740B000 734.000 SQFT| 8.40000 6165.60| 15.00000 11010.00| 12.00000 8808.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 011 -7 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20000825011 COUNTIES : WASHINGTON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 23034 |(2) 18005 |(3) 03001 |T.L. WALLACE CONSTRUCTION, |GRADY RALLS & SONS, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 740D000 200.000 EACH| 45.00000 9000.00| 60.00000 12000.00| 55.00000 11000.00 Channelizing Drums | | | 0840 740E000 50.000 EACH| 11.00000 550.00| 45.00000 2250.00| 20.00000 1000.00 Cones (36 Inches High) | | | 0850 740F002 8.000 EACH| 190.00000 1520.00| 300.00000 2400.00| 350.00000 2800.00 Barricades, Type III | | | 0860 740I005 4.000 EACH| 650.00000 2600.00| 475.00000 1900.00| 275.00000 1100.00 Warning Lights, Type B (Detachable Head)| | | 0870 740M000 50.000 EACH| 5.00000 250.00| 12.00000 600.00| 8.00000 400.00 Weight For Cone | | | 0880 741C010 2.000 EACH| 4800.00000 9600.00| 5000.00000 10000.00| 7500.00000 15000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0890 998A000 LUMP| 0.00000 0.00| 8000.00000 8000.00| 8000.00000 8000.00 Construction Fuel (Maximum Bid Limited | | | To $ 85,000.00) | | | 0900 999 000 720.000 HOUR| 0.80000 576.00| 0.80000 576.00| 0.80000 576.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,040,243.64| $ 2,180,279.30| $ 2,206,896.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,040,243.64| $ 2,180,279.30| $ 2,206,896.61 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 011 -8 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20000825011 COUNTIES : WASHINGTON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 13053 |(5) 14008 | |MCINNIS CORPORATION |NEWELL & BUSH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A000 LUMP| 100800.00000 100800.00| 60000.00000 60000.00| Clearing & Grubbing (Approximately 24 | | | Acres) | | | 0020 206A000 LUMP| 67000.00000 67000.00| 45000.00000 45000.00| Removal Of Old Bridge Station 52+79.6 | | | 0030 206A001 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| Removal Of Old Bridge Station 62+93.7 | | | 0040 206C016 80.000 SQYD| 3.00000 240.00| 25.00000 2000.00| Removing Concrete Slope Paving (Under | | | Bridges) | | | 0050 206D001 1613.000 LF | 2.00000 3226.00| 2.25000 3629.25| Removing Guardrail | | | 0060 206E008 17.000 EACH| 125.00000 2125.00| 150.00000 2550.00| Removing Guardrail End Anchor (All Type)| | | 0070 210A000 3232.000 CYIP| 5.00000 16160.00| 5.50000 17776.00| Unclassified Excavation | | | 0080 210D000 19897.000 CYIP| 8.50000 169124.50| 9.50000 189021.50| Borrow Excavation | | | 0090 210D021 2188.000 CYIP| 7.00000 15316.00| 7.50000 16410.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A4 or Better) | | | 0100 401A000 3237.000 SYCP| 0.45000 1456.65| 0.67000 2168.79| Bituminous Treatment A | | | 0110 405A000 1088.000 GAL | 1.02000 1109.76| 0.80000 870.40| Tack Coat | | | 0120 424A260 1810.000 TON | 45.90000 83079.00| 55.00000 99550.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0130 424A266 250.000 TON | 51.00000 12750.00| 75.00000 18750.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0140 424B461 364.000 TON | 51.32000 18680.48| 63.00000 22932.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0150 424B465 250.000 TON | 130.00000 32500.00| 75.00000 18750.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 011 -9 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20000825011 COUNTIES : WASHINGTON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 13053 |(5) 14008 | |MCINNIS CORPORATION |NEWELL & BUSH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B469 500.000 TON | 45.31000 22655.00| 55.00000 27500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0170 424C260 1613.000 TON | 52.03000 83924.39| 54.00000 87102.00| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range D | | | 0180 428B000 20706.000 LF | 0.09000 1863.54| 0.12000 2484.72| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0190 430B000 230.000 TNCP| 28.00000 6440.00| 30.00000 6900.00| Aggregate Surfacing (AHD #467 Or #57) | | | 0200 450B000 214.000 SQYD| 67.00000 14338.00| 75.00000 16050.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0210 502A000 18100.000 LB | 0.64000 11584.00| 0.60000 10860.00| Steel Reinforcement | | | 0220 502B000 LUMP| 110680.00000 110680.00| 85000.00000 85000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 52+39.0, | | | Approximately 149,500 Lbs. | | | 0230 502B001 LUMP| 34096.00000 34096.00| 26500.00000 26500.00| Steel Reinforcement For Bridge | | | Superstructure Sta. 62+88.0, | | | Approximately 43,900 Lbs. | | | 0240 505A000 2.000 EACH| 2400.00000 4800.00| 3500.00000 7000.00| Steel Test Piles (HP 10x42) | | | 0250 505A004 2.000 EACH| 2800.00000 5600.00| 4500.00000 9000.00| Steel Test Piles (HP 14x73) | | | 0260 505B055 2.000 EACH| 500.00000 1000.00| 3000.00000 6000.00| Static Loading Tests (HP 10x42) | | | 0270 505B059 2.000 EACH| 600.00000 1200.00| 3500.00000 7000.00| Static Loading Tests (HP 14x73) | | | 0280 505C000 1450.000 LF | 24.00000 34800.00| 21.00000 30450.00| Steel Piling (HP 10x42) | | | 0290 505C004 4690.000 LF | 32.00000 150080.00| 37.50000 175875.00| Steel Piling (HP 14x73) | | | 0300 508A000 5430.000 LB | 3.10000 16833.00| 3.60000 19548.00| Structural Steel | | | 0310 510A000 261.000 CUYD| 288.00000 75168.00| 480.00000 125280.00| Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 011 -10 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20000825011 COUNTIES : WASHINGTON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 13053 |(5) 14008 | |MCINNIS CORPORATION |NEWELL & BUSH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 510C051 LUMP| 220203.00000 220203.00| 275000.00000 275000.00| Bridge Concrete Superstructure, Sta. | | | 52+39.0, Approximately 569 Cu. Yds. | | | 0330 510C052 LUMP| 64000.00000 64000.00| 90000.00000 90000.00| Bridge Concrete Superstructure, Sta. | | | 62+88.0, Approximately 162 Cu. Yds. | | | 0340 510E000 2296.000 SQYD| 1.85000 4247.60| 2.50000 5740.00| Grooving Concrete Bridge Decks | | | 0350 511A001 168.000 EACH| 100.00000 16800.00| 50.00000 8400.00| Elastomeric Bearings, Type 2 | | | 0360 513B003 3374.000 LF | 65.00000 219310.00| 57.00000 192318.00| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0370 530A494 559.000 LF | 30.00000 16770.00| 32.00000 17888.00| 18" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0380 600A000 LUMP| 95500.00000 95500.00| 210000.00000 210000.00| Mobilization | | | 0390 606A000 500.000 LF | 7.00000 3500.00| 7.50000 3750.00| 6" Underdrain Pipe | | | 0400 610C001 4932.000 TON | 31.00000 152892.00| 33.00000 162756.00| Loose Riprap, Class 2 | | | 0410 610D003 3340.000 SQYD| 3.00000 10020.00| 3.50000 11690.00| Filter Blanket, Geotextile | | | 0420 614A001 19.000 CUYD| 200.00000 3800.00| 300.00000 5700.00| Slope Paving (Under Bridges) | | | 0430 619A002 4.000 EACH| 550.00000 2200.00| 600.00000 2400.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0440 621A057 3.000 EACH| 2000.00000 6000.00| 2200.00000 6600.00| Junction Boxes, Type Partial | | | 0450 621C068 3.000 EACH| 2000.00000 6000.00| 2200.00000 6600.00| Inlets, Type Y (Partial) | | | 0460 630A000 525.000 LF | 16.00000 8400.00| 17.00000 8925.00| Steel Beam Guardrail, Class A, Type 1 | | | 0470 630C003 4.000 EACH| 1000.00000 4000.00| 1200.00000 4800.00| Guardrail End Anchor, Type 13 | | | 0480 630C070 8.000 EACH| 1525.00000 12200.00| 1600.00000 12800.00| Guardrail End Anchor, Type 10 Series | | | 0482 631C000 909.000 LF | 8.50000 7726.50| 9.00000 8181.00| Steel Beam Guardrail Class A, Type 1 | | | Reset | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 011 -11 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20000825011 COUNTIES : WASHINGTON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 13053 |(5) 14008 | |MCINNIS CORPORATION |NEWELL & BUSH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0484 631E010 2.000 EACH| 400.00000 800.00| 425.00000 850.00| Guardrail End Anchor, Ty 10 Series, | | | Reset | | | 0486 631F000 120.000 LF | 8.00000 960.00| 9.00000 1080.00| Steel Beam Guardrail Class A, Type 1 | | | Relocated | | | 0490 650A000 511.000 CYIP| 7.00000 3577.00| 7.50000 3832.50| Topsoil | | | 0500 650B000 1641.000 CYIP| 12.00000 19692.00| 13.00000 21333.00| Topsoil From Stockpiles | | | 0510 652B055 11.000 ACRE| 600.00000 6600.00| 650.00000 7150.00| Temporary Seeding (Mix 3AT) | | | 0520 652D057 11.000 ACRE| 600.00000 6600.00| 650.00000 7150.00| Seeding In Stubble (Mix 3A) | | | 0530 656A000 22.000 ACRE| 600.00000 13200.00| 650.00000 14300.00| Mulching, Class A, Type 1 | | | 0540 665B000 18.000 ACRE| 600.00000 10800.00| 650.00000 11700.00| Temporary Mulching | | | 0550 665F000 550.000 EACH| 10.00000 5500.00| 12.00000 6600.00| Hay Bales | | | 0560 665I000 200.000 TON | 31.00000 6200.00| 33.00000 6600.00| Temporary Riprap, Class 2 | | | 0570 665J000 4000.000 LF | 3.00000 12000.00| 4.00000 16000.00| Silt Fence, Type A | | | 0580 665K000 700.000 CUYD| 5.00000 3500.00| 5.00000 3500.00| Drainage Sump Excavation | | | 0590 665L000 200.000 LF | 20.00000 4000.00| 20.00000 4000.00| Floating Basin Boom | | | 0600 666A001 22.000 ACRE| 75.00000 1650.00| 75.00000 1650.00| Pest Control Treatment | | | 0610 680A000 LUMP| 33000.00000 33000.00| 20000.00000 20000.00| Engineering Controls | | | 0620 701A028 1.000 MILE| 2000.00000 2000.00| 2100.00000 2100.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0630 701A032 1.000 MILE| 2000.00000 2000.00| 2100.00000 2100.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0640 701A041 1.000 MILE| 1000.00000 1000.00| 1100.00000 1100.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 011 -12 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20000825011 COUNTIES : WASHINGTON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 13053 |(5) 14008 | |MCINNIS CORPORATION |NEWELL & BUSH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 701C002 1.000 MILE| 500.00000 500.00| 550.00000 550.00| Broken Temporary Traffic Stripe (Paint) | | | 0660 701C003 1.000 MILE| 500.00000 500.00| 550.00000 550.00| Solid Temporary Traffic Stripe (Paint) | | | 0670 701D008 1.000 MILE| 1300.00000 1300.00| 1450.00000 1450.00| Solid Traffic Stripe Removed (Plastic) | | | 0680 701D015 1.000 MILE| 1000.00000 1000.00| 1100.00000 1100.00| Broken Traffic Stripe Removed (Plastic) | | | 0690 701E003 1104.000 LF | 1.50000 1656.00| 1.75000 1932.00| Solid Temporary Traffic Stripe (Tape) | | | 0700 701G121 574.000 LF | 2.38000 1366.12| 2.65000 1521.10| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0710 701G125 574.000 LF | 4.32000 2479.68| 4.75000 2726.50| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0720 701G133 574.000 LF | 4.50000 2583.00| 5.00000 2870.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0730 701H002 1104.000 LF | 0.50000 552.00| 0.60000 662.40| Solid Traffic Stripe Removed (Tape) | | | 0740 705A011 626.000 EACH| 4.00000 2504.00| 4.50000 2817.00| Pavement Markers, Class C, Type 1-A | | | 0750 705A012 158.000 EACH| 4.00000 632.00| 4.50000 711.00| Pavement Markers, Class C, Type 1-B | | | 0760 705A022 2.000 EACH| 4.00000 8.00| 4.50000 9.00| Pavement Markers, Class C, Type 2-C | | | 0770 705A024 295.000 EACH| 4.00000 1180.00| 4.50000 1327.50| Pavement Markers, Class C, Type 2-E | | | 0780 705A030 24.000 EACH| 5.25000 126.00| 6.00000 144.00| Pavement Markers, Class A-H, Type 2-C | | | 0790 705A031 86.000 EACH| 5.00000 430.00| 5.50000 473.00| Pavement Markers, Class A-H, Type 1-A | | | 0800 707G001 71.000 EACH| 15.00000 1065.00| 15.00000 1065.00| Barrier Rail Mounted Delineator | | | (Bi-Directional) | | | 0810 726A000 2800.000 LF | 24.00000 67200.00| 36.00000 100800.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 0820 740B000 734.000 SQFT| 23.00000 16882.00| 25.00000 18350.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 011 -13 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20000825011 COUNTIES : WASHINGTON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 13053 |(5) 14008 | |MCINNIS CORPORATION |NEWELL & BUSH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 740D000 200.000 EACH| 65.00000 13000.00| 70.00000 14000.00| Channelizing Drums | | | 0840 740E000 50.000 EACH| 20.00000 1000.00| 22.00000 1100.00| Cones (36 Inches High) | | | 0850 740F002 8.000 EACH| 350.00000 2800.00| 375.00000 3000.00| Barricades, Type III | | | 0860 740I005 4.000 EACH| 400.00000 1600.00| 425.00000 1700.00| Warning Lights, Type B (Detachable Head)| | | 0870 740M000 50.000 EACH| 10.00000 500.00| 11.00000 550.00| Weight For Cone | | | 0880 741C010 2.000 EACH| 6000.00000 12000.00| 6500.00000 13000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0890 998A000 LUMP| 0.00000 0.00| 5000.00000 5000.00| Construction Fuel (Maximum Bid Limited | | | To $ 85,000.00) | | | 0900 999 000 720.000 HOUR| 0.80000 576.00| 0.80000 576.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,238,717.22| $ 2,504,535.66| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,238,717.22| $ 2,504,535.66| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 20000825012 COUNTIES : AUTAUGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 06 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BR-0123(102 ) for constructing the Bridge Replacement on C.R.#37 at Little Mulberry Creek south of Billingsley. Length 0.120 km SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 562,295.68 100.0000% 2 13053 MCINNIS CORPORATION $ 610,987.37 108.6594% 3 14008 NEWELL & BUSH, INC. $ 705,039.00 125.3858% 4 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 713,779.80 126.9402% 5 13021 MURPHREE BRIDGE CORPORATION $ 801,051.16 142.4608% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20000825012 COUNTIES : AUTAUGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 14005 |(2) 13053 |(3) 14008 |G. W. NORRELL CONTRACTING CO|MCINNIS CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 500.00000 500.00| 40000.00000 40000.00| 10000.00000 10000.00 Clearing & Grubbing (Approximately 0.75 | | | hectares) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 45000.00000 45000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station STA | | | 112+78.84 | | | 0030 502A000 10900.000 KG | 1.00000 10900.00| 1.36000 14824.00| 1.15000 12535.00 Steel Reinforcement | | | 0040 502B000 LUMP| 45000.00000 45000.00| 57000.00000 57000.00| 51000.00000 51000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 112+64.84 (APPROX. | | | 42120 KILOGRAMS) | | | 0050 505A002 2.000 EACH| 2000.00000 4000.00| 2700.00000 5400.00| 3000.00000 6000.00 Steel Test Piles (HP 310x79) | | | 0060 505B057 2.000 EACH| 1000.00000 2000.00| 500.00000 1000.00| 3500.00000 7000.00 Static Loading Tests (HP 310x79) | | | 0070 505C002 685.000 M | 85.00000 58225.00| 85.31000 58437.35| 100.00000 68500.00 Steel Piling (HP 310x79) | | | 0080 508A000 5820.000 KG | 3.75000 21825.00| 4.52000 26306.40| 5.00000 29100.00 Structural Steel | | | 0090 510A000 137.000 M3 | 400.00000 54800.00| 280.00000 38360.00| 500.00000 68500.00 Bridge Substructure Concrete, Class A | | | 0100 510C051 LUMP| 117200.00000 117200.00| 111300.00000 111300.00| 175000.00000 175000.00 Bridge Concrete Superstructure, Sta. | | | 112+64.84(APPROX. 293 CUBIC METERS) | | | 0110 510E000 936.000 M2 | 2.88000 2695.68| 3.06000 2864.16| 4.00000 3744.00 Grooving Concrete Bridge Decks | | | 0120 511A001 100.000 EACH| 100.00000 10000.00| 70.00000 7000.00| 85.00000 8500.00 Elastomeric Bearings, Type 2 | | | 0130 513B003 594.000 M | 250.00000 148500.00| 162.09000 96281.46| 175.00000 103950.00 Pretensioned-Prestressed Concrete | | | Girders, Type IM (Specialty Item) | | | 0140 600A000 LUMP| 5000.00000 5000.00| 33000.00000 33000.00| 60000.00000 60000.00 Mobilization | | | 0150 610C001 1130.000 MTON| 30.00000 33900.00| 23.00000 25990.00| 30.00000 33900.00 Loose Riprap, Class 2 | | | 0160 610D003 820.000 M2 | 5.00000 4100.00| 2.40000 1968.00| 3.00000 2460.00 Filter Blanket, Geotextile | | | 0170 630C003 4.000 EACH| 975.00000 3900.00| 975.00000 3900.00| 1300.00000 5200.00 Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20000825012 COUNTIES : AUTAUGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 14005 |(2) 13053 |(3) 14008 |G. W. NORRELL CONTRACTING CO|MCINNIS CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 630C070 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 2000.00000 8000.00 Guardrail End Anchor, Type 10 Series | | | 0190 665F000 200.000 EACH| 2.00000 400.00| 4.00000 800.00| 11.00000 2200.00 Hay Bales | | | 0200 665J000 480.000 M | 5.00000 2400.00| 19.70000 9456.00| 15.00000 7200.00 Silt Fence, Type A | | | 0210 680A000 LUMP| 3000.00000 3000.00| 20000.00000 20000.00| 12000.00000 12000.00 Engineering Controls | | | 0220 740B000 25.000 M2 | 150.00000 3750.00| 140.00000 3500.00| 170.00000 4250.00 Construction Signs | | | 0230 740F002 8.000 EACH| 400.00000 3200.00| 250.00000 2000.00| 350.00000 2800.00 Barricades, Type III | | | 0240 740I005 2.000 EACH| 500.00000 1000.00| 300.00000 600.00| 350.00000 700.00 Warning Lights, Type B (Detachable Head)| | | 0250 998A000 LUMP| 5000.00000 5000.00| 0.00000 0.00| 2500.00000 2500.00 Construction Fuel (Maximum Bid Limited | | | To $ 41,000.00) | | | SECTION TOTALS | $ 562,295.68| $ 610,987.37| $ 705,039.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 562,295.68| $ 610,987.37| $ 705,039.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20000825012 COUNTIES : AUTAUGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 13021 | |CLARK CONSTRUCTION CO., INC.|MURPHREE BRIDGE CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 30000.00000 30000.00| 5000.00000 5000.00| Clearing & Grubbing (Approximately 0.75 | | | hectares) | | | 0020 206A000 LUMP| 35000.00000 35000.00| 21000.00000 21000.00| Removal Of Old Bridge, Station STA | | | 112+78.84 | | | 0030 502A000 10900.000 KG | 1.10000 11990.00| 1.30000 14170.00| Steel Reinforcement | | | 0040 502B000 LUMP| 45000.00000 45000.00| 44000.00000 44000.00| Steel Reinforcement For Bridge | | | Superstructure, STA 112+64.84 (APPROX. | | | 42120 KILOGRAMS) | | | 0050 505A002 2.000 EACH| 3500.00000 7000.00| 2600.00000 5200.00| Steel Test Piles (HP 310x79) | | | 0060 505B057 2.000 EACH| 1500.00000 3000.00| 2000.00000 4000.00| Static Loading Tests (HP 310x79) | | | 0070 505C002 685.000 M | 79.00000 54115.00| 85.00000 58225.00| Steel Piling (HP 310x79) | | | 0080 508A000 5820.000 KG | 5.50000 32010.00| 4.50000 26190.00| Structural Steel | | | 0090 510A000 137.000 M3 | 450.00000 61650.00| 837.00000 114669.00| Bridge Substructure Concrete, Class A | | | 0100 510C051 LUMP| 191000.00000 191000.00| 233290.00000 233290.00| Bridge Concrete Superstructure, Sta. | | | 112+64.84(APPROX. 293 CUBIC METERS) | | | 0110 510E000 936.000 M2 | 3.05000 2854.80| 3.06000 2864.16| Grooving Concrete Bridge Decks | | | 0120 511A001 100.000 EACH| 50.00000 5000.00| 105.00000 10500.00| Elastomeric Bearings, Type 2 | | | 0130 513B003 594.000 M | 180.00000 106920.00| 182.00000 108108.00| Pretensioned-Prestressed Concrete | | | Girders, Type IM (Specialty Item) | | | 0140 600A000 LUMP| 70000.00000 70000.00| 80000.00000 80000.00| Mobilization | | | 0150 610C001 1130.000 MTON| 23.00000 25990.00| 23.00000 25990.00| Loose Riprap, Class 2 | | | 0160 610D003 820.000 M2 | 3.00000 2460.00| 4.50000 3690.00| Filter Blanket, Geotextile | | | 0170 630C003 4.000 EACH| 1000.00000 4000.00| 925.00000 3700.00| Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20000825012 COUNTIES : AUTAUGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 03001 |(5) 13021 | |CLARK CONSTRUCTION CO., INC.|MURPHREE BRIDGE CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 630C070 4.000 EACH| 1600.00000 6400.00| 1500.00000 6000.00| Guardrail End Anchor, Type 10 Series | | | 0190 665F000 200.000 EACH| 5.00000 1000.00| 6.00000 1200.00| Hay Bales | | | 0200 665J000 480.000 M | 13.00000 6240.00| 6.00000 2880.00| Silt Fence, Type A | | | 0210 680A000 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| Engineering Controls | | | 0220 740B000 25.000 M2 | 150.00000 3750.00| 95.00000 2375.00| Construction Signs | | | 0230 740F002 8.000 EACH| 350.00000 2800.00| 180.00000 1440.00| Barricades, Type III | | | 0240 740I005 2.000 EACH| 300.00000 600.00| 280.00000 560.00| Warning Lights, Type B (Detachable Head)| | | 0250 998A000 LUMP| 0.00000 0.00| 11000.00000 11000.00| Construction Fuel (Maximum Bid Limited | | | To $ 41,000.00) | | | SECTION TOTALS | $ 713,779.80| $ 801,051.16| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 713,779.80| $ 801,051.16| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 20000825013 COUNTIES : COLBERT LETTING DATE : 08/25/00 10:00 AM DISTRICT : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1700(23) for constructing the Resurfacing, Traffic Stripe, and Guardrail on C.R. #20 from S.R. #2 (U.S. #72) to Water Street in Cherokee. Length - 4.597 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02035 BURGREEN CONTRACTING COMPANY, INC. $ 219,260.92 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 226,471.46 103.2885% 3 01018 APAC-ALABAMA, INC. $ 238,242.73 108.6571% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000825013 COUNTIES : COLBERT LETTING DATE : 08/25/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 02035 |(2) 19074 |(3) 01018 |BURGREEN CONTRACTING CO., IN|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 TOTAL | | | 0010 401B108 53947.000 SYCP| 0.71000 38302.37| 0.77000 41539.19| 0.70000 37762.90 Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 1625.000 GAL | 0.75000 1218.75| 1.15000 1868.75| 1.06000 1722.50 Tack Coat | | | 0030 429A201 4327.000 TON | 32.00000 138464.00| 29.19000 126305.13| 35.00000 151445.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A207 100.000 TON | 30.00000 3000.00| 42.00000 4200.00| 28.00000 2800.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 600A000 LUMP| 4000.00000 4000.00| 7500.00000 7500.00| 8560.00000 8560.00 Mobilization | | | 0060 630A000 188.000 LF | 16.00000 3008.00| 15.00000 2820.00| 19.00000 3572.00 Steel Beam Guardrail, Class A, Type 1 | | | 0070 630C070 4.000 EACH| 1750.00000 7000.00| 1575.00000 6300.00| 1600.00000 6400.00 Guardrail End Anchor, Type 10 Series | | | 0080 701A031 10.000 MILE| 895.00000 8950.00| 1030.40000 10304.00| 920.00000 9200.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 5.000 MILE| 995.00000 4975.00| 1165.50000 5827.50| 1050.00000 5250.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 4.000 MILE| 540.00000 2160.00| 678.00000 2712.00| 600.00000 2400.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 4.000 MILE| 395.00000 1580.00| 448.00000 1792.00| 400.00000 1600.00 Broken Temporary Traffic Stripe | | | 0120 701C001 5.000 MILE| 445.00000 2225.00| 452.00000 2260.00| 400.00000 2000.00 Solid Temporary Traffic Stripe | | | 0130 703A002 280.000 SQFT| 2.25000 630.00| 3.40000 952.00| 3.00000 840.00 Traffic Control Markings, Class 2, Type | | | A | | | 0140 705A032 161.000 EACH| 4.80000 772.80| 5.65000 909.65| 5.00000 805.00 Pavement Markers, Class A-H, Type 1-B | | | 0150 705A037 373.000 EACH| 5.00000 1865.00| 5.88000 2193.24| 5.25000 1958.25 Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000825013 COUNTIES : COLBERT LETTING DATE : 08/25/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 02035 |(2) 19074 |(3) 01018 |BURGREEN CONTRACTING CO., IN|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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 740B000 222.000 SQFT| 5.00000 1110.00| 14.00000 3108.00| 8.14000 1807.08 Construction Signs | | | 0170 740E000 60.000 EACH| 0.00000 0.00| 14.00000 840.00| 1.00000 60.00 Cones (36 Inches High) | | | 0180 740M000 60.000 EACH| 0.00000 0.00| 9.00000 540.00| 1.00000 60.00 Weight For Cone | | | 0190 998A000 LUMP| 0.00000 0.00| 4500.00000 4500.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 10,000.00) | | | SECTION TOTALS | $ 219,260.92| $ 226,471.46| $ 238,242.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 219,260.92| $ 226,471.46| $ 238,242.73 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 20000825014 COUNTIES : COOSA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1900(19) for constructing the Resurfacing, Traffic Stripe, and Guardrail on C.R. #66 from C.R. #49 at Mt. Olive to the City Limits of Goodwater. Length - 4.609 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 198,902.33 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 213,895.38 107.5378% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20000825014 COUNTIES : COOSA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 04013 | |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 1500.000 GAL | 0.00000 0.00| 0.87000 1305.00| Tack Coat | | | 0020 429A201 3914.000 TON | 32.93000 128888.02| 31.22000 122195.08| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429A204 300.000 TON | 0.00000 0.00| 42.28000 12684.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0040 429A206 950.000 TON | 32.26000 30647.00| 38.27000 36356.50| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 600A000 LUMP| 1000.00000 1000.00| 4059.52000 4059.52| Mobilization | | | 0060 630A000 125.000 LF | 19.43000 2428.75| 19.78000 2472.50| Steel Beam Guardrail, Class A, Type 1 | | | 0070 630C022 4.000 EACH| 1984.50000 7938.00| 2021.50000 8086.00| Guardrail End Anchor, Type Special | | | 0080 630C070 8.000 EACH| 1260.00000 10080.00| 1283.51000 10268.08| Guardrail End Anchor, Type 10 Series | | | 0090 701A004 9.000 MILE| 304.50000 2740.50| 310.17000 2791.53| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0100 701A008 1.000 MILE| 199.50000 199.50| 203.23000 203.23| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0110 701A012 8.000 MILE| 336.00000 2688.00| 342.27000 2738.16| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0120 701C000 2.000 MILE| 325.50000 651.00| 331.57000 663.14| Broken Temporary Traffic Stripe | | | 0130 701C001 16.000 MILE| 409.50000 6552.00| 417.13000 6674.08| Solid Temporary Traffic Stripe | | | 0140 703A000 144.000 SQFT| 2.10000 302.40| 2.14000 308.16| Traffic Control Markings, Class 1, Type | | | A | | | 0150 740B000 212.000 SQFT| 8.93000 1893.16| 9.07000 1922.84| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20000825014 COUNTIES : COOSA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 04013 | |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 740E000 50.000 EACH| 7.88000 394.00| 1.15000 57.50| Cones (36 Inches High) | | | 0170 740O000 1.000 EACH| 2500.00000 2500.00| 1108.90000 1108.90| Pilot Car | | | 0180 998A000 LUMP| 0.00000 0.00| 1.16000 1.16| Construction Fuel (Maximum Bid Limited | | | To $ 10,500.00) | | | SECTION TOTALS | $ 198,902.33| $ 213,895.38| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 198,902.33| $ 213,895.38| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 20000825015 COUNTIES : COVINGTON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-2012(102) for constructing the Planing, Resurfacing, Guardrail and Traffic Stripe on C.R.#107 from S.R.#12 (U.S.#84) in River Falls to S.R.#55. Length 2.710 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 199,292.58 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 210,297.64 105.5220% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 244,700.80 122.7847% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20000825015 COUNTIES : COVINGTON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 02032 |(3) 23024 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 212A000 283.000 STA | 20.00000 5660.00| 60.00000 16980.00| 27.50000 7782.50 Machine Grading Shoulders | | | 0020 401B100 32332.000 SYCP| 0.63000 20369.16| 0.56000 18105.92| 0.75000 24249.00 Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 970.000 GAL | 2.21000 2143.70| 1.35000 1309.50| 1.00000 970.00 Tack Coat | | | 0040 408A051 32332.000 SQYD| 0.66000 21339.12| 0.51000 16489.32| 0.55000 17782.60 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 429A221 2546.000 TON | 35.50000 90383.00| 33.41000 85061.86| 44.65000 113678.90 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429A226 60.000 TON | 53.00000 3180.00| 50.00000 3000.00| 75.00000 4500.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0070 502A000 321.000 LB | 2.00000 642.00| 2.00000 642.00| 2.50000 802.50 Steel Reinforcement | | | 0080 524A011 7.000 CUYD| 1275.00000 8925.00| 750.00000 5250.00| 850.00000 5950.00 Culvert Concrete (Cast In Place) | | | 0090 600A000 LUMP| 4546.00000 4546.00| 19152.14000 19152.14| 24500.00000 24500.00 Mobilization | | | 0100 630A000 150.000 LF | 17.25000 2587.50| 17.25000 2587.50| 17.25000 2587.50 Steel Beam Guardrail, Class A, Type 1 | | | 0110 630C070 8.000 EACH| 1525.00000 12200.00| 1525.00000 12200.00| 1525.00000 12200.00 Guardrail End Anchor, Type 10 Series | | | 0120 652A061 5.000 ACRE| 480.00000 2400.00| 510.00000 2550.00| 480.00000 2400.00 Seeding (Mix 3E) | | | 0130 656A000 5.000 ACRE| 465.00000 2325.00| 510.00000 2550.00| 465.00000 2325.00 Mulching, Class A, Type 1 | | | 0140 665J000 240.000 LF | 3.15000 756.00| 10.00000 2400.00| 5.40000 1296.00 Silt Fence, Type A | | | 0150 701A031 6.000 MILE| 995.00000 5970.00| 980.00000 5880.00| 890.00000 5340.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0160 701A035 4.000 MILE| 950.00000 3800.00| 980.00000 3920.00| 990.00000 3960.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20000825015 COUNTIES : COVINGTON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 02032 |(3) 23024 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 701A045 2.000 MILE| 650.00000 1300.00| 650.00000 1300.00| 600.00000 1200.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701C000 4.000 MILE| 250.00000 1000.00| 250.00000 1000.00| 320.00000 1280.00 Broken Temporary Traffic Stripe | | | 0190 701C001 8.000 MILE| 300.00000 2400.00| 350.00000 2800.00| 360.00000 2880.00 Solid Temporary Traffic Stripe | | | 0200 703A002 1226.000 SQFT| 1.85000 2268.10| 1.90000 2329.40| 1.80000 2206.80 Traffic Control Markings, Class 2, Type | | | A | | | 0210 740B000 404.000 SQFT| 12.00000 4848.00| 10.00000 4040.00| 15.00000 6060.00 Construction Signs | | | 0220 740E000 50.000 EACH| 3.00000 150.00| 10.00000 500.00| 10.00000 500.00 Cones (36 Inches High) | | | 0230 740M000 50.000 EACH| 2.00000 100.00| 5.00000 250.00| 5.00000 250.00 Weight For Cone | | | 0240 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 10,500.00) | | | SECTION TOTALS | $ 199,292.58| $ 210,297.64| $ 244,700.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 199,292.58| $ 210,297.64| $ 244,700.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 20000825016 COUNTIES : DALLAS LETTING DATE : 08/25/00 10:00 AM DISTRICT : 06 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-2412(102) for constructing the Resurfacing and Traffic Stripe on C.R.#45 from S.R.#22 northeast of Orrville to S.R.#8 (U.S.#80). Length 7.267 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 618,671.25 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20000825016 COUNTIES : DALLAS LETTING DATE : 08/25/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01023 | | |ASPHALT CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 210A000 3000.000 CYIP| 5.25000 15750.00| | Unclassified Excavation | | | 0020 210D021 2500.000 CYIP| 7.75000 19375.00| | Borrow Excavation (Loose Truckbed | | | Measurement)(A4 or Better) | | | 0030 232A001 8.000 MSQY| 1750.00000 14000.00| | Lime Stabilization, Class 2, 6 Inches | | | Thick | | | 0040 232B000 130.000 TON | 105.00000 13650.00| | Lime | | | 0050 301E008 3200.000 TNCP| 16.00000 51200.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0060 401A000 6780.000 SYCP| 0.50000 3390.00| | Bituminous Treatment A | | | 0070 405A000 4925.000 GAL | 1.00000 4925.00| | Tack Coat | | | 0080 429A201 6600.000 TON | 35.35000 233310.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 429A206 3000.000 TON | 42.10000 126300.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0100 429B201 1065.000 TON | 33.05000 35198.25| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0110 600A000 LUMP| 29600.00000 29600.00| | Mobilization | | | 0120 652A056 4.000 ACRE| 600.00000 2400.00| | Seeding (Mix 2E) | | | 0130 656A000 4.000 ACRE| 600.00000 2400.00| | Mulching, Class A, Type 1 | | | 0140 665F000 100.000 EACH| 8.00000 800.00| | Hay Bales | | | 0150 665J000 5808.000 LF | 3.75000 21780.00| | Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20000825016 COUNTIES : DALLAS LETTING DATE : 08/25/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01023 | | |ASPHALT CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 680A000 LUMP| 4800.00000 4800.00| | Engineering Controls | | | 0170 701A030 15.000 MILE| 590.00000 8850.00| | Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0180 701A034 11.000 MILE| 590.00000 6490.00| | Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0190 701A044 6.000 MILE| 275.00000 1650.00| | Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0200 701C000 10.000 MILE| 320.00000 3200.00| | Broken Temporary Traffic Stripe | | | 0210 701C001 21.000 MILE| 340.00000 7140.00| | Solid Temporary Traffic Stripe | | | 0220 703A004 180.000 SQFT| 1.80000 324.00| | Traffic Control Markings, Class 2T, | | | Type A | | | 0230 703B004 205.000 SQFT| 2.80000 574.00| | Traffic Control Legends, Class 2T, Type | | | A | | | 0240 705A032 200.000 EACH| 4.70000 940.00| | Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 690.000 EACH| 4.90000 3381.00| | Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 212.000 SQFT| 12.00000 2544.00| | Construction Signs | | | 0270 740F002 8.000 EACH| 275.00000 2200.00| | Barricades, Type III | | | 0280 740I005 4.000 EACH| 250.00000 1000.00| | Warning Lights, Type B (Detachable Head)| | | 0290 740O000 1.000 EACH| 1500.00000 1500.00| | Pilot Car | | | 0300 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 7500.00) | | | SECTION TOTALS | $ 618,671.25| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 618,671.25| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 20000825017 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-2710(101) for constructing the Widening, Resurfacing and Traffic Stripe on C.R.#17 from I-65 to C.R.#40 and on C.R.#40 from C.R.#17 to S.R.#41 north of Brewton. Length 9.010 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 584,766.50 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 591,665.03 101.1797% 3 01073 ASPHALT SUPPLY, L.L.C. $ 627,408.58 107.2921% 4 13008 MOBILE ASPHALT COMPANY, LLC $ 676,137.76 115.6252% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20000825017 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 23011 |(3) 01073 |APAC-ALABAMA, INC. |HOSEA O. WEAVER & SONS, INC.|ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 998.000 LF | 0.25000 249.50| 1.55000 1546.90| 2.11000 2105.78 Removing Guardrail | | | 0020 206E008 8.000 EACH| 75.00000 600.00| 77.32000 618.56| 131.58000 1052.64 Removing Guardrail End Anchor (All Type)| | | 0030 212A000 936.000 STA | 16.25000 15210.00| 18.33000 17156.88| 12.50000 11700.00 Machine Grading Shoulders | | | 0040 405A000 4080.000 GAL | 1.40000 5712.00| 0.60000 2448.00| 0.71000 2896.80 Tack Coat | | | 0050 429A201 8650.000 TON | 35.65000 308372.50| 37.42000 323683.00| 42.89000 370998.50 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429A207 920.000 TON | 41.75000 38410.00| 47.02000 43258.40| 42.89000 39458.80 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0070 429C210 1690.000 TON | 38.75000 65487.50| 45.00000 76050.00| 36.72000 62056.80 Improved Bituminous Concrete Base Layer,| | | Widening, 1" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0080 600A000 LUMP| 40425.00000 40425.00| 18936.27000 18936.27| 14665.00000 14665.00 Mobilization | | | 0090 630A000 750.000 LF | 13.75000 10312.50| 14.43000 10822.50| 16.31000 12232.50 Steel Beam Guardrail, Class A, Type 1 | | | 0100 630A003 998.000 LF | 19.00000 18962.00| 20.62000 20578.76| 24.21000 24161.58 Steel Beam Guardrail, Class B, Type 1 | | | 0110 630C022 8.000 EACH| 1450.00000 11600.00| 1288.63000 10309.04| 1684.22000 13473.76 Guardrail End Anchor, Type Special | | | 0120 630C070 18.000 EACH| 1375.00000 24750.00| 1391.72000 25050.96| 1526.32000 27473.76 Guardrail End Anchor, Type 10 Series | | | 0130 701A031 18.000 MILE| 900.00000 16200.00| 850.49000 15308.82| 877.66000 15797.88 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0140 701A035 12.000 MILE| 890.00000 10680.00| 814.41000 9772.92| 840.43000 10085.16 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701A045 5.000 MILE| 650.00000 3250.00| 592.77000 2963.85| 611.70000 3058.50 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20000825017 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 23011 |(3) 01073 |APAC-ALABAMA, INC. |HOSEA O. WEAVER & SONS, INC.|ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701C000 9.000 MILE| 210.00000 1890.00| 154.64000 1391.76| 159.57000 1436.13 Broken Temporary Traffic Stripe | | | 0170 701C001 24.000 MILE| 300.00000 7200.00| 216.49000 5195.76| 223.40000 5361.60 Solid Temporary Traffic Stripe | | | 0180 703A002 256.000 SQFT| 4.50000 1152.00| 4.64000 1187.84| 4.79000 1226.24 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 137.000 SQFT| 4.50000 616.50| 4.64000 635.68| 4.79000 656.23 Traffic Control Legends, Class 2, Type A| | | 0200 703D002 256.000 SQFT| 1.00000 256.00| 1.03000 263.68| 1.10000 281.60 Temporary Traffic Control Markings | | | (Paint) | | | 0210 703E002 137.000 SQFT| 1.00000 137.00| 1.03000 141.11| 1.10000 150.70 Temporary Traffic Control Legends | | | (Paint) | | | 0220 740B000 263.000 SQFT| 12.00000 3156.00| 11.78000 3098.14| 8.94000 2351.22 Construction Signs | | | 0230 740E000 60.000 EACH| 1.15000 69.00| 12.73000 763.80| 6.27000 376.20 Cones (36 Inches High) | | | 0240 740M000 60.000 EACH| 1.15000 69.00| 8.04000 482.40| 1.57000 94.20 Weight For Cone | | | 0250 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 4257.00000 4257.00 Construction Fuel (Maximum Bid Limited | | | To $ 27,000.00) | | | SECTION TOTALS | $ 584,766.50| $ 591,665.03| $ 627,408.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 584,766.50| $ 591,665.03| $ 627,408.58 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20000825017 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 13008 | | |MOBILE ASPHALT COMPANY, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 998.000 LF | 2.21000 2205.58| | Removing Guardrail | | | 0020 206E008 8.000 EACH| 138.31000 1106.48| | Removing Guardrail End Anchor (All Type)| | | 0030 212A000 936.000 STA | 19.47000 18223.92| | Machine Grading Shoulders | | | 0040 405A000 4080.000 GAL | 1.01000 4120.80| | Tack Coat | | | 0050 429A201 8650.000 TON | 44.64000 386136.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429A207 920.000 TON | 44.26000 40719.20| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0070 429C210 1690.000 TON | 46.57000 78703.30| | Improved Bituminous Concrete Base Layer,| | | Widening, 1" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0080 600A000 LUMP| 13103.80000 13103.80| | Mobilization | | | 0090 630A000 750.000 LF | 17.15000 12862.50| | Steel Beam Guardrail, Class A, Type 1 | | | 0100 630A003 998.000 LF | 25.45000 25399.10| | Steel Beam Guardrail, Class B, Type 1 | | | 0110 630C022 8.000 EACH| 1770.34000 14162.72| | Guardrail End Anchor, Type Special | | | 0120 630C070 18.000 EACH| 1604.37000 28878.66| | Guardrail End Anchor, Type 10 Series | | | 0130 701A031 18.000 MILE| 912.83000 16430.94| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0140 701A035 12.000 MILE| 874.10000 10489.20| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701A045 5.000 MILE| 636.22000 3181.10| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 017 -5 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20000825017 COUNTIES : ESCAMBIA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 13008 | | |MOBILE ASPHALT COMPANY, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701C000 9.000 MILE| 165.97000 1493.73| | Broken Temporary Traffic Stripe | | | 0170 701C001 24.000 MILE| 232.36000 5576.64| | Solid Temporary Traffic Stripe | | | 0180 703A002 256.000 SQFT| 4.98000 1274.88| | Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 137.000 SQFT| 4.98000 682.26| | Traffic Control Legends, Class 2, Type A| | | 0200 703D002 256.000 SQFT| 1.11000 284.16| | Temporary Traffic Control Markings | | | (Paint) | | | 0210 703E002 137.000 SQFT| 1.11000 152.07| | Temporary Traffic Control Legends | | | (Paint) | | | 0220 740B000 263.000 SQFT| 24.84000 6532.92| | Construction Signs | | | 0230 740E000 60.000 EACH| 62.86000 3771.60| | Cones (36 Inches High) | | | 0240 740M000 60.000 EACH| 10.77000 646.20| | Weight For Cone | | | 0250 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 27,000.00) | | | SECTION TOTALS | $ 676,137.76| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 676,137.76| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 20000825018 COUNTIES : ETOWAH LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRZ-2800(12) for constructing the Bridge Replacement and Approaches on Thompson Bridge Road over Locust Fork of the Black Warrior River, east of Walnut Grove. Length - 0.189 km. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 830,580.56 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 872,876.65 105.0923% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20000825018 COUNTIES : ETOWAH LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 03001 |(2) 01007 | |CLARK CONSTRUCTION CO., INC.|ALABAMA BRIDGE BUILDERS, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| Removal Of Old Bridge, Station 1+80 | | | 0020 206D000 7.000 M | 27.51000 192.57| 18.00000 126.00| Removing Pipe | | | 0030 206D011 150.000 M | 18.77000 2815.50| 10.00000 1500.00| Removing Fence | | | 0040 210A000 2200.000 M3 | 5.91000 13002.00| 11.00000 24200.00| Unclassified Excavation | | | 0050 210D000 3300.000 M3 | 8.12000 26796.00| 17.00000 56100.00| Borrow Excavation | | | 0060 214A000 30.000 M3 | 10.82000 324.60| 6.00000 180.00| Structure Excavation | | | 0070 214B001 10.000 M3 | 50.01000 500.10| 43.00000 430.00| Foundation Backfill, Commercial | | | 0080 230A000 2.000 RBST| 1500.00000 3000.00| 1200.00000 2400.00| Roadbed Processing | | | 0090 301A012 2370.000 M2 | 7.69000 18225.30| 7.69000 18225.30| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0100 401A000 2550.000 M2 | 0.43000 1096.50| 0.43000 1096.50| Bituminous Treatment A | | | 0110 405A000 300.000 L | 1.32000 396.00| 1.32000 396.00| Tack Coat | | | 0120 429A200 150.000 MTON| 68.26000 10239.00| 68.26000 10239.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0130 429A206 50.000 MTON| 68.26000 3413.00| 68.26000 3413.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 12.5 mm | | | Maximum Aggregate Size Mix, ESAL Range A| | | 0140 429B201 265.000 MTON| 50.43000 13363.95| 50.43000 13363.95| Improved Bituminous Concrete Binder | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0150 429C204 50.000 MTON| 60.43000 3021.50| 60.43000 3021.50| Improved Bituminous Concrete Base Layer,| | | Patching, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20000825018 COUNTIES : ETOWAH LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 03001 |(2) 01007 | |CLARK CONSTRUCTION CO., INC.|ALABAMA BRIDGE BUILDERS, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 450B000 72.000 M2 | 71.00000 5112.00| 65.00000 4680.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0170 502A000 38724.000 KG | 1.00000 38724.00| 1.10000 42596.40| Steel Reinforcement | | | 0180 502B000 LUMP| 17000.00000 17000.00| 20000.00000 20000.00| Steel Reinforcement For Bridge | | | Superstructure, Station 1+12.50, Approx.| | | 17,565 kg. | | | 0190 506A000 64.000 M | 900.00000 57600.00| 830.00000 53120.00| Drilled Shaft Excavation, 1370 mm | | | Diameter | | | 0200 506B003 45.000 M | 3500.00000 157500.00| 810.00000 36450.00| Special Drilled Shaft Excavation, 1220 | | | mm Diameter | | | 0210 506C042 45.000 M | 200.00000 9000.00| 290.00000 13050.00| Drilled Shaft Construction, 1220 mm | | | Diameter, Class DS1 Concrete | | | 0220 506C043 65.000 M | 300.00000 19500.00| 290.00000 18850.00| Drilled Shaft Construction, 1370 mm | | | Diameter, Class DS1 Concrete | | | 0230 506F001 65.000 M | 250.00000 16250.00| 680.00000 44200.00| Permanent Drilled Shaft Casing, 1370 mm | | | Diameter | | | 0240 506G002 8.000 EACH| 750.00000 6000.00| 4500.00000 36000.00| Crosshole Sonic Logging 1220 mm Diameter| | | 0250 508A000 2288.000 KG | 4.50000 10296.00| 4.50000 10296.00| Structural Steel | | | 0260 510A000 110.000 M3 | 650.00000 71500.00| 300.00000 33000.00| Bridge Substructure Concrete, Class A | | | 0270 510C051 LUMP| 45000.00000 45000.00| 140000.00000 140000.00| Bridge Concrete Superstructure, Station | | | 1+12.50, Approx. 108 Cu. Meters | | | 0280 510E000 347.000 M2 | 7.05000 2446.35| 10.00000 3470.00| Grooving Concrete Bridge Decks | | | 0290 511A001 24.000 EACH| 60.00000 1440.00| 150.00000 3600.00| Elastomeric Bearings, Type 2 | | | 0300 513B003 76.000 M | 140.00000 10640.00| 230.00000 17480.00| Pretensioned-Prestressed Concrete | | | Girders, Type IM (Specialty Item) | | | 0310 513B005 98.000 M | 250.00000 24500.00| 450.00000 44100.00| Pretensioned-Prestressed Concrete | | | Girders, Type IIIM (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 018 -4 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20000825018 COUNTIES : ETOWAH LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 03001 |(2) 01007 | |CLARK CONSTRUCTION CO., INC.|ALABAMA BRIDGE BUILDERS, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 530A001 14.000 M | 61.64000 862.96| 82.00000 1148.00| 450 mm Roadway Pipe (Class 3 R.C.) | | | 0330 600A000 LUMP| 92000.00000 92000.00| 80500.00000 80500.00| Mobilization | | | 0340 610C001 1600.000 MTON| 30.61000 48976.00| 26.00000 41600.00| Loose Riprap, Class 2 | | | 0350 610D000 1325.000 M2 | 6.55000 8678.75| 2.40000 3180.00| Filter Blanket | | | 0360 619A002 1.000 EACH| 731.48000 731.48| 600.00000 600.00| 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0370 621C027 1.000 EACH| 1800.00000 1800.00| 1400.00000 1400.00| Inlets, Type C | | | 0380 630A000 59.000 M | 41.00000 2419.00| 55.00000 3245.00| Steel Beam Guardrail, Class A, Type 1 | | | 0390 630C003 4.000 EACH| 950.00000 3800.00| 985.00000 3940.00| Guardrail End Anchor, Type 13 | | | 0400 630C070 4.000 EACH| 1600.00000 6400.00| 1250.00000 5000.00| Guardrail End Anchor, Type 10 Series | | | 0410 635B001 2.000 EACH| 1000.00000 2000.00| 460.00000 920.00| Gate, 4.27 Meters Wide | | | 0420 636A002 211.000 M | 18.00000 3798.00| 14.00000 2954.00| Barbed Wire Fence, 5 Strands, 1.52 | | | Meter High | | | 0430 650B000 400.000 M3 | 11.12000 4448.00| 7.35000 2940.00| Topsoil From Stockpiles | | | 0440 652A053 1.000 HA | 2471.00000 2471.00| 2471.00000 2471.00| Seeding (Mix 1E) | | | 0450 654A000 90.000 M2 | 6.00000 540.00| 6.00000 540.00| Solid Sodding | | | 0460 656A000 1.000 HA | 1853.00000 1853.00| 1853.00000 1853.00| Mulching, Class A, Type 1 | | | 0470 665F000 300.000 EACH| 6.74000 2022.00| 6.55000 1965.00| Hay Bales | | | 0480 665J000 550.000 M | 20.18000 11099.00| 15.00000 8250.00| Silt Fence, Type A | | | 0490 680A000 LUMP| 5000.00000 5000.00| 8500.00000 8500.00| Engineering Controls | | | 0500 701A031 1.000 KM | 1243.00000 1243.00| 1243.00000 1243.00| Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 018 -5 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20000825018 COUNTIES : ETOWAH LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 03001 |(2) 01007 | |CLARK CONSTRUCTION CO., INC.|ALABAMA BRIDGE BUILDERS, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 701A035 1.000 KM | 1554.00000 1554.00| 1554.00000 1554.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) | | | 0520 701C001 1.000 KM | 311.00000 311.00| 311.00000 311.00| Solid Temporary Traffic Stripe | | | 0530 703A002 6.000 M2 | 54.00000 324.00| 54.00000 324.00| Traffic Control Markings, Class 2, Type | | | A | | | 0540 705A037 28.000 EACH| 10.00000 280.00| 10.00000 280.00| Pavement Markers, Class A-H, Type 2-D | | | 0550 713A000 16.000 M | 300.00000 4800.00| 300.00000 4800.00| Permanent Barricades | | | 0560 740B000 45.000 M2 | 110.00000 4950.00| 125.00000 5625.00| Construction Signs | | | 0570 740C000 4.000 M2 | 200.00000 800.00| 130.00000 520.00| Special Construction Signs | | | 0580 740D000 25.000 EACH| 50.00000 1250.00| 60.00000 1500.00| Channelizing Drums | | | 0590 740E000 25.000 EACH| 25.00000 625.00| 15.00000 375.00| Cones (900 mm High) | | | 0600 740F002 12.000 EACH| 350.00000 4200.00| 285.00000 3420.00| Barricades, Type III | | | 0610 740I002 12.000 EACH| 300.00000 3600.00| 465.00000 5580.00| Warning Lights, Type B | | | 0620 740I005 12.000 EACH| 300.00000 3600.00| 465.00000 5580.00| Warning Lights, Type B (Detachable Head)| | | 0630 740M000 25.000 EACH| 10.00000 250.00| 7.00000 175.00| Ballast For Cone | | | 0640 998A000 LUMP| 5000.00000 5000.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 31,000.00) | | | SECTION TOTALS | $ 830,580.56| $ 872,876.65| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 830,580.56| $ 872,876.65| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 20000825019 COUNTIES : ETOWAH LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-2800(11) for constructing the Resurfacing and Traffic Stripe on Main Street from S.R. #1 (U.S.#431) to the north city limits of Glencoe. Length 1.420 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 91,586.90 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 105,674.90 115.3821% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20000825019 COUNTIES : ETOWAH LETTING DATE : 08/25/00 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 RESURFACING ON MAIN STREET | | | 0010 305A040 600.000 CYCP| 8.50000 5100.00| 9.87000 5922.00| Soil Aggregate, Section 823, CHERT FOR | | | MISCELLANEOUS USE | | | 0020 405A000 600.000 GAL | 1.50000 900.00| 1.00000 600.00| Tack Coat | | | 0030 429A201 1750.000 TON | 31.00000 54250.00| 36.15000 63262.50| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A205 25.000 TON | 65.00000 1625.00| 50.00000 1250.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429A207 200.000 TON | 31.00000 6200.00| 36.15000 7230.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 600A000 LUMP| 9420.00000 9420.00| 10800.00000 10800.00| Mobilization | | | 0070 665F000 30.000 EACH| 0.00000 0.00| 1.00000 30.00| Hay Bales | | | 0080 665J000 150.000 LF | 0.00000 0.00| 1.00000 150.00| Silt Fence, Type A | | | 0090 701A028 3.000 MILE| 1300.00000 3900.00| 1600.00000 4800.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0100 701A048 3.000 MILE| 1500.00000 4500.00| 2000.00000 6000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0110 701C001 3.000 MILE| 350.00000 1050.00| 500.00000 1500.00| Solid Temporary Traffic Stripe | | | 0120 703A002 192.000 SQFT| 2.00000 384.00| 3.00000 576.00| Traffic Control Markings, Class 2, Type | | | A | | | 0130 703D001 192.000 SQFT| 1.00000 192.00| 1.30000 249.60| Temporary Traffic Control Markings | | | 0140 710A115 30.000 SQFT| 16.25000 487.50| 15.96000 478.80| 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 : 8/28/00 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20000825019 COUNTIES : ETOWAH LETTING DATE : 08/25/00 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 710B001 40.000 LF | 6.75000 270.00| 6.65000 266.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0160 740B000 294.000 SQFT| 11.10000 3263.40| 8.50000 2499.00| Construction Signs | | | 0170 740E000 30.000 EACH| 1.00000 30.00| 1.00000 30.00| Cones (36 Inches High) | | | 0180 740M000 30.000 EACH| 0.50000 15.00| 1.00000 30.00| Weight For Cone | | | 0190 998A000 LUMP| 0.00000 0.00| 1.00000 1.00| Construction Fuel (Maximum Bid Limited | | | To $ 4,500.00) | | | SECTION TOTALS | $ 91,586.90| $ 105,674.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 91,586.90| $ 105,674.90| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20000825020 COUNTIES : JACKSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 CONTRACT TIME : 225 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-3615(107) for constructing the Bridge Replacement and Approaches (Grade, Drain, Pave, Traffic Stripe, and Bridge) on S.R. #65 over Larkin Fork of the Paint Rock River at M.P. 17.24, south of Swaim. Length - 0.630 km. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13004 MILLER & MILLER, INC. $ 1,225,830.52 100.0000% 2 13058 J. W. MARKHAM & SON, INC. $ 1,319,791.60 107.6650% 3 02035 BURGREEN CONTRACTING COMPANY, INC. $ 1,389,947.85 113.3882% 4 13053 MCINNIS CORPORATION $ 1,477,662.53 120.5437% 5 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,485,990.39 121.2231% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000825020 COUNTIES : JACKSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 13004 |(2) 13058 |(3) 02035 |MILLER & MILLER, INC. |J. W. MARKHAM & SON, INC. |BURGREEN CONTRACTING CO., IN 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| 35600.00000 35600.00| 89000.00000 89000.00 Clearing & Grubbing (Approximately 3 | | | Hectares) | | | 0020 206A000 LUMP| 18000.00000 18000.00| 27000.00000 27000.00| 12500.00000 12500.00 Removal Of Old Bridge, Station 14+21 | | | 0030 206D001 79.000 M | 10.00000 790.00| 9.00000 711.00| 5.00000 395.00 Removing Guardrail | | | 0040 206E014 4.000 EACH| 150.00000 600.00| 225.00000 900.00| 100.00000 400.00 Removing Guardrail End Anchor (Type 2A) | | | 0050 206E019 4.000 EACH| 150.00000 600.00| 87.50000 350.00| 100.00000 400.00 Removing Guardrail End Anchor (Type 10) | | | 0060 210A000 6633.000 M3 | 4.50000 29848.50| 4.50000 29848.50| 11.50000 76279.50 Unclassified Excavation | | | 0070 210D000 18623.000 M3 | 7.20000 134085.60| 7.20000 134085.60| 6.95000 129429.85 Borrow Excavation | | | 0080 214A000 301.000 M3 | 9.00000 2709.00| 8.80000 2648.80| 12.75000 3837.75 Structure Excavation | | | 0090 214B001 307.000 M3 | 31.60000 9701.20| 31.60000 9701.20| 25.00000 7675.00 Foundation Backfill, Commercial | | | 0100 224A000 20.000 M3 | 34.65000 693.00| 34.65000 693.00| 40.00000 800.00 Lime Sink Excavation | | | 0110 224C000 10.000 MTON| 31.60000 316.00| 31.60000 316.00| 30.00000 300.00 Special Backfill For Lime Sink , AHD | | | #57, #67 Or #467 | | | 0120 224D000 2.000 M3 | 290.00000 580.00| 290.00000 580.00| 190.00000 380.00 Concrete Seal For Lime Sink | | | 0130 301A006 158.000 M2 | 6.45000 1019.10| 6.45000 1019.10| 6.95000 1098.10 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 115 mm Compacted Thickness | | | 0140 301A012 7325.000 M2 | 6.00000 43950.00| 5.96000 43657.00| 5.45000 39921.25 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0150 401A000 6009.000 M2 | 0.45000 2704.05| 0.45000 2704.05| 0.60000 3605.40 Bituminous Treatment A | | | 0160 401B108 2791.000 M2 | 4.10000 11443.10| 0.45000 1255.95| 2.00000 5582.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0170 405A000 1416.000 L | 0.27000 382.32| 0.27000 382.32| 0.50000 708.00 Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000825020 COUNTIES : JACKSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 13004 |(2) 13058 |(3) 02035 |MILLER & MILLER, INC. |J. W. MARKHAM & SON, INC. |BURGREEN CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424A200 284.000 MTON| 40.40000 11473.60| 40.40000 11473.60| 55.00000 15620.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0190 424B401 843.000 MTON| 34.65000 29209.95| 34.64000 29201.52| 45.00000 37935.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0200 424B407 315.000 MTON| 38.50000 12127.50| 38.46000 12114.90| 50.00000 15750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0210 424B412 162.000 MTON| 35.50000 5751.00| 35.50000 5751.00| 50.00000 8100.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening,25mm Max. | | | Aggregate Size Mix,Esal Range A | | | 0220 424B510 80.000 MTON| 34.30000 2744.00| 34.30000 2744.00| 50.00000 4000.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0230 424C201 1137.000 MTON| 32.35000 36781.95| 32.33000 36759.21| 45.00000 51165.00 Superpave Bituminous Concrete Base | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0240 424C205 4.000 MTON| 50.00000 200.00| 50.00000 200.00| 65.00000 260.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0250 430B014 500.000 MTON| 16.35000 8175.00| 16.35000 8175.00| 17.50000 8750.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0260 450B000 87.000 M2 | 98.00000 8526.00| 150.00000 13050.00| 75.00000 6525.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0270 502A000 24050.000 KG | 0.90000 21645.00| 1.07000 25733.50| 1.10000 26455.00 Steel Reinforcement | | | 0280 502B000 LUMP| 32600.00000 32600.00| 28000.00000 28000.00| 25000.00000 25000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 14+00, | | | Approximately 27800 Kg. | | | 0290 505C002 270.000 M | 90.00000 24300.00| 80.00000 21600.00| 110.00000 29700.00 Steel Piling (HP 310x79) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000825020 COUNTIES : JACKSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 13004 |(2) 13058 |(3) 02035 |MILLER & MILLER, INC. |J. W. MARKHAM & SON, INC. |BURGREEN CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 505G003 32.000 EACH| 100.00000 3200.00| 100.00000 3200.00| 90.00000 2880.00 Pile Points (Type A, 310 mm) | | | 0310 505I000 257.000 M2 | 115.00000 29555.00| 100.00000 25700.00| 90.00000 23130.00 Temporary Steel Sheet Piling | | | 0320 506A000 33.000 M | 1140.00000 37620.00| 1200.00000 39600.00| 1200.00000 39600.00 Drilled Shaft Excavation, 1370 mm | | | Diameter | | | 0330 506B004 18.000 M | 3815.00000 68670.00| 3875.00000 69750.00| 3800.00000 68400.00 Special Drilled Shaft Excavation, 1370 | | | mm Diameter | | | 0340 506C043 51.000 M | 325.00000 16575.00| 445.00000 22695.00| 350.00000 17850.00 Drilled Shaft Construction, 1370 mm | | | Diameter, Class DS1 Concrete | | | 0350 508A000 4100.000 KG | 2.50000 10250.00| 4.65000 19065.00| 4.75000 19475.00 Structural Steel | | | 0360 510A000 146.000 M3 | 360.00000 52560.00| 440.00000 64240.00| 400.00000 58400.00 Bridge Substructure Concrete, Class A | | | 0370 510C051 LUMP| 118000.00000 118000.00| 118000.00000 118000.00| 100000.00000 100000.00 Bridge Concrete Superstructure, Station | | | 14+00, Approximately 252 Cubic Meters | | | 0380 510E000 790.000 M2 | 4.20000 3318.00| 3.35000 2646.50| 4.00000 3160.00 Grooving Concrete Bridge Decks | | | 0390 511A001 42.000 EACH| 85.00000 3570.00| 80.00000 3360.00| 80.00000 3360.00 Elastomeric Bearings, Type 2 | | | 0400 513B005 458.000 M | 295.00000 135110.00| 320.00000 146560.00| 250.00000 114500.00 Pretensioned-Prestressed Concrete | | | Girders, Type IIIM (Specialty Item) | | | 0410 530A002 35.000 M | 113.00000 3955.00| 112.54000 3938.90| 85.00000 2975.00 600 mm Roadway Pipe (Class 3 R.C.) | | | 0420 530A003 45.000 M | 137.10000 6169.50| 137.08000 6168.60| 115.00000 5175.00 750 mm Roadway Pipe (Class 3 R.C.) | | | 0430 535A001 8.000 M | 102.40000 819.20| 102.40000 819.20| 70.00000 560.00 450 mm Side Drain Pipe | | | 0440 600A000 LUMP| 97000.00000 97000.00| 49544.00000 49544.00| 97000.00000 97000.00 Mobilization | | | 0450 601A000 1.000 EACH| 1000.00000 1000.00| 8000.00000 8000.00| 2000.00000 2000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0460 602A000 18.000 EACH| 150.00000 2700.00| 150.00000 2700.00| 85.00000 1530.00 Right Of Way Markers | | | 0470 603A002 1.000 EACH| 5000.00000 5000.00| 35000.00000 35000.00| 23000.00000 23000.00 Furnishing Type 3 Field Office | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 020 -5 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000825020 COUNTIES : JACKSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 13004 |(2) 13058 |(3) 02035 |MILLER & MILLER, INC. |J. W. MARKHAM & SON, INC. |BURGREEN CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 610C001 1340.000 MTON| 20.15000 27001.00| 20.14000 26987.60| 26.00000 34840.00 Loose Riprap, Class 2 | | | 0490 610D000 985.000 M2 | 1.50000 1477.50| 1.48000 1457.80| 3.50000 3447.50 Filter Blanket | | | 0500 619A003 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 600.00000 1200.00 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0510 619A004 2.000 EACH| 750.00000 1500.00| 1000.00000 2000.00| 800.00000 1600.00 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0520 619A101 2.000 EACH| 500.00000 1000.00| 600.00000 1200.00| 500.00000 1000.00 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0530 620A000 2.000 M3 | 450.00000 900.00| 450.00000 900.00| 400.00000 800.00 Minor Structure Concrete | | | 0540 630A000 164.000 M | 37.00000 6068.00| 36.00000 5904.00| 46.00000 7544.00 Steel Beam Guardrail, Class A, Type 1 | | | 0550 630C003 4.000 EACH| 980.00000 3920.00| 950.00000 3800.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0560 630C050 4.000 EACH| 1930.00000 7720.00| 1850.00000 7400.00| 1900.00000 7600.00 Guardrail End Anchor, Type 20 Series | | | 0570 636A000 775.000 M | 16.50000 12787.50| 18.00000 13950.00| 17.50000 13562.50 Barbed Wire Fence, 4 Strands, 1.22 | | | Meter High | | | 0580 650B000 2530.000 M3 | 4.60000 11638.00| 4.60000 11638.00| 3.95000 9993.50 Topsoil From Stockpiles | | | 0590 651B000 9.000 MTON| 30.00000 270.00| 28.09000 252.81| 30.00000 270.00 Agricultural Limestone | | | 0600 652A050 2.000 HA | 1515.00000 3030.00| 1510.50000 3021.00| 1700.00000 3400.00 Seeding (Mix 1A) | | | 0610 652A053 2.000 HA | 1620.00000 3240.00| 1616.50000 3233.00| 1700.00000 3400.00 Seeding (Mix 1E) | | | 0620 652B050 2.000 HA | 1170.00000 2340.00| 1166.00000 2332.00| 1500.00000 3000.00 Temporary Seeding (Mix 1AT) | | | 0630 652D050 2.000 HA | 1330.00000 2660.00| 1325.00000 2650.00| 1500.00000 3000.00 Seeding In Stubble (Mix 1A) | | | 0640 654A001 2689.000 M2 | 4.40000 11831.60| 4.35000 11697.15| 4.50000 12100.50 Solid Sodding (Bermuda) | | | 0650 656A001 4.000 HA | 1195.00000 4780.00| 1192.50000 4770.00| 1300.00000 5200.00 Mulching, Class A, Type 2 | | | 0660 659A000 650.000 M2 | 2.10000 1365.00| 2.07000 1345.50| 2.50000 1625.00 Erosion Control Netting, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 020 -6 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000825020 COUNTIES : JACKSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 13004 |(2) 13058 |(3) 02035 |MILLER & MILLER, INC. |J. W. MARKHAM & SON, INC. |BURGREEN CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 665B000 2.000 HA | 960.00000 1920.00| 954.00000 1908.00| 1200.00000 2400.00 Temporary Mulching | | | 0680 665C000 30.000 M | 29.00000 870.00| 29.00000 870.00| 55.00000 1650.00 375 mm Temporary Pipe | | | 0690 665F000 500.000 EACH| 1.00000 500.00| 7.00000 3500.00| 5.00000 2500.00 Hay Bales | | | 0700 665H000 7.000 EACH| 1000.00000 7000.00| 500.00000 3500.00| 500.00000 3500.00 Erosion Control Check Dams, Type 1 | | | 0710 665I000 200.000 MTON| 20.15000 4030.00| 20.14000 4028.00| 26.00000 5200.00 Temporary Riprap, Class 2 | | | 0720 665J000 2197.000 M | 7.75000 17026.75| 12.00000 26364.00| 12.00000 26364.00 Silt Fence, Type A | | | 0730 665K000 100.000 M3 | 10.00000 1000.00| 15.00000 1500.00| 9.00000 900.00 Drainage Sump Excavation | | | 0740 680A000 LUMP| 8000.00000 8000.00| 35500.00000 35500.00| 5000.00000 5000.00 Engineering Controls | | | 0750 701A006 2.000 KM | 290.00000 580.00| 373.00000 746.00| 325.00000 650.00 Solid White, Class 1, Type A Traffic | | | Stripe (150 mm Wide) | | | 0760 701A014 2.000 KM | 290.00000 580.00| 373.00000 746.00| 325.00000 650.00 Solid Yellow, Class 1 ,Type A Traffic | | | Stripe (150 mm Wide) | | | 0770 701C003 3.000 KM | 250.00000 750.00| 311.00000 933.00| 300.00000 900.00 Solid Temporary Traffic Stripe (Paint) | | | 0780 701D007 3.000 KM | 810.00000 2430.00| 746.00000 2238.00| 900.00000 2700.00 Solid Traffic Stripe Removed (Paint) | | | 0790 701G125 132.000 M | 16.40000 2164.80| 16.04000 2117.28| 17.00000 2244.00 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0800 701G133 132.000 M | 16.40000 2164.80| 16.63000 2195.16| 17.00000 2244.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0810 703A000 1.000 M2 | 50.00000 50.00| 14.00000 14.00| 100.00000 100.00 Traffic Control Markings, Class 1, Type | | | A | | | 0820 705A023 40.000 EACH| 6.00000 240.00| 5.00000 200.00| 7.00000 280.00 Pavement Markers, Class C, Type 2-D | | | 0830 705A037 53.000 EACH| 6.00000 318.00| 5.25000 278.25| 7.00000 371.00 Pavement Markers, Class A-H, Type 2-D | | | 0840 710A115 4.000 M2 | 175.00000 700.00| 370.00000 1480.00| 200.00000 800.00 Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 020 -7 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000825020 COUNTIES : JACKSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 13004 |(2) 13058 |(3) 02035 |MILLER & MILLER, INC. |J. W. MARKHAM & SON, INC. |BURGREEN CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 710B001 20.000 M | 25.00000 500.00| 30.00000 600.00| 25.00000 500.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0860 740B000 29.000 M2 | 95.00000 2755.00| 90.10000 2612.90| 125.00000 3625.00 Construction Signs | | | 0870 740D000 82.000 EACH| 45.00000 3690.00| 44.52000 3650.64| 60.00000 4920.00 Channelizing Drums | | | 0880 740E000 50.000 EACH| 11.00000 550.00| 15.00000 750.00| 5.00000 250.00 Cones (900 mm High) | | | 0890 740F002 16.000 EACH| 220.00000 3520.00| 212.00000 3392.00| 300.00000 4800.00 Barricades, Type III | | | 0900 740I005 8.000 EACH| 500.00000 4000.00| 495.66000 3965.28| 300.00000 2400.00 Warning Lights, Type B (Detachable Head)| | | 0910 740L005 37.000 EACH| 55.00000 2035.00| 51.94000 1921.78| 100.00000 3700.00 Vertical Panel, Type I (Double-Sided) | | | 0920 740M000 50.000 EACH| 8.00000 400.00| 10.00000 500.00| 1.00000 50.00 Ballast For Cone | | | 0930 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 7500.00000 7500.00 Construction Fuel (Maximum Bid Limited | | | To $ 101,000.00) | | | 0940 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 | $ 1,225,830.52| $ 1,319,791.60| $ 1,389,947.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,225,830.52| $ 1,319,791.60| $ 1,389,947.85 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 020 -8 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000825020 COUNTIES : JACKSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 13053 |(5) 03001 | |MCINNIS CORPORATION |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| 55600.00000 55600.00| 100000.00000 100000.00| Clearing & Grubbing (Approximately 3 | | | Hectares) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| Removal Of Old Bridge, Station 14+21 | | | 0030 206D001 79.000 M | 9.00000 711.00| 3.00000 237.00| Removing Guardrail | | | 0040 206E014 4.000 EACH| 225.00000 900.00| 150.00000 600.00| Removing Guardrail End Anchor (Type 2A) | | | 0050 206E019 4.000 EACH| 200.00000 800.00| 75.00000 300.00| Removing Guardrail End Anchor (Type 10) | | | 0060 210A000 6633.000 M3 | 4.50000 29848.50| 4.50000 29848.50| Unclassified Excavation | | | 0070 210D000 18623.000 M3 | 7.20000 134085.60| 7.20000 134085.60| Borrow Excavation | | | 0080 214A000 301.000 M3 | 8.80000 2648.80| 8.80000 2648.80| Structure Excavation | | | 0090 214B001 307.000 M3 | 31.60000 9701.20| 31.60000 9701.20| Foundation Backfill, Commercial | | | 0100 224A000 20.000 M3 | 34.65000 693.00| 34.65000 693.00| Lime Sink Excavation | | | 0110 224C000 10.000 MTON| 31.60000 316.00| 31.60000 316.00| Special Backfill For Lime Sink , AHD | | | #57, #67 Or #467 | | | 0120 224D000 2.000 M3 | 29.00000 58.00| 290.00000 580.00| Concrete Seal For Lime Sink | | | 0130 301A006 158.000 M2 | 6.45000 1019.10| 6.45000 1019.10| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 115 mm Compacted Thickness | | | 0140 301A012 7325.000 M2 | 5.96000 43657.00| 5.96000 43657.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0150 401A000 6009.000 M2 | 0.45000 2704.05| 0.45000 2704.05| Bituminous Treatment A | | | 0160 401B108 2791.000 M2 | 4.04000 11275.64| 5.00000 13955.00| Bituminous Treatment G (With Polymer | | | Additive) | | | 0170 405A000 1416.000 L | 0.27000 382.32| 0.27000 382.32| Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 020 -9 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000825020 COUNTIES : JACKSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 13053 |(5) 03001 | |MCINNIS CORPORATION |CLARK CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424A200 284.000 MTON| 40.40000 11473.60| 40.40000 11473.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0190 424B401 843.000 MTON| 34.64000 29201.52| 34.64000 29201.52| Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0200 424B407 315.000 MTON| 38.46000 12114.90| 38.46000 12114.90| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0210 424B412 162.000 MTON| 35.50000 5751.00| 35.50000 5751.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening,25mm Max. | | | Aggregate Size Mix,Esal Range A | | | 0220 424B510 80.000 MTON| 34.30000 2744.00| 34.30000 2744.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0230 424C201 1137.000 MTON| 32.33000 36759.21| 32.33000 36759.21| Superpave Bituminous Concrete Base | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0240 424C205 4.000 MTON| 50.00000 200.00| 50.00000 200.00| Superpave Bituminous Concrete Base | | | Layer, Patching, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0250 430B014 500.000 MTON| 16.35000 8175.00| 16.35000 8175.00| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0260 450B000 87.000 M2 | 120.00000 10440.00| 75.00000 6525.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0270 502A000 24050.000 KG | 2.00000 48100.00| 1.00000 24050.00| Steel Reinforcement | | | 0280 502B000 LUMP| 58000.00000 58000.00| 27000.00000 27000.00| Steel Reinforcement For Bridge | | | Superstructure, Station 14+00, | | | Approximately 27800 Kg. | | | 0290 505C002 270.000 M | 105.00000 28350.00| 95.00000 25650.00| Steel Piling (HP 310x79) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 020 -10 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000825020 COUNTIES : JACKSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 13053 |(5) 03001 | |MCINNIS CORPORATION |CLARK CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 505G003 32.000 EACH| 200.00000 6400.00| 65.00000 2080.00| Pile Points (Type A, 310 mm) | | | 0310 505I000 257.000 M2 | 86.00000 22102.00| 172.00000 44204.00| Temporary Steel Sheet Piling | | | 0320 506A000 33.000 M | 1150.00000 37950.00| 870.00000 28710.00| Drilled Shaft Excavation, 1370 mm | | | Diameter | | | 0330 506B004 18.000 M | 3800.00000 68400.00| 2800.00000 50400.00| Special Drilled Shaft Excavation, 1370 | | | mm Diameter | | | 0340 506C043 51.000 M | 325.00000 16575.00| 300.00000 15300.00| Drilled Shaft Construction, 1370 mm | | | Diameter, Class DS1 Concrete | | | 0350 508A000 4100.000 KG | 5.00000 20500.00| 5.00000 20500.00| Structural Steel | | | 0360 510A000 146.000 M3 | 800.00000 116800.00| 750.00000 109500.00| Bridge Substructure Concrete, Class A | | | 0370 510C051 LUMP| 130000.00000 130000.00| 130000.00000 130000.00| Bridge Concrete Superstructure, Station | | | 14+00, Approximately 252 Cubic Meters | | | 0380 510E000 790.000 M2 | 4.00000 3160.00| 3.10000 2449.00| Grooving Concrete Bridge Decks | | | 0390 511A001 42.000 EACH| 300.00000 12600.00| 120.00000 5040.00| Elastomeric Bearings, Type 2 | | | 0400 513B005 458.000 M | 295.00000 135110.00| 300.00000 137400.00| Pretensioned-Prestressed Concrete | | | Girders, Type IIIM (Specialty Item) | | | 0410 530A002 35.000 M | 112.54000 3938.90| 112.54000 3938.90| 600 mm Roadway Pipe (Class 3 R.C.) | | | 0420 530A003 45.000 M | 137.00000 6165.00| 137.08000 6168.60| 750 mm Roadway Pipe (Class 3 R.C.) | | | 0430 535A001 8.000 M | 102.40000 819.20| 102.40000 819.20| 450 mm Side Drain Pipe | | | 0440 600A000 LUMP| 109000.00000 109000.00| 140000.00000 140000.00| Mobilization | | | 0450 601A000 1.000 EACH| 8000.00000 8000.00| 5000.00000 5000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0460 602A000 18.000 EACH| 150.00000 2700.00| 150.00000 2700.00| Right Of Way Markers | | | 0470 603A002 1.000 EACH| 20000.00000 20000.00| 30000.00000 30000.00| Furnishing Type 3 Field Office | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 020 -11 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000825020 COUNTIES : JACKSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 13053 |(5) 03001 | |MCINNIS CORPORATION |CLARK CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 610C001 1340.000 MTON| 20.14000 26987.60| 20.14000 26987.60| Loose Riprap, Class 2 | | | 0490 610D000 985.000 M2 | 1.48000 1457.80| 1.48000 1457.80| Filter Blanket | | | 0500 619A003 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0510 619A004 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0520 619A101 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0530 620A000 2.000 M3 | 450.00000 900.00| 450.00000 900.00| Minor Structure Concrete | | | 0540 630A000 164.000 M | 36.00000 5904.00| 41.00000 6724.00| Steel Beam Guardrail, Class A, Type 1 | | | 0550 630C003 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| Guardrail End Anchor, Type 13 | | | 0560 630C050 4.000 EACH| 1850.00000 7400.00| 1950.00000 7800.00| Guardrail End Anchor, Type 20 Series | | | 0570 636A000 775.000 M | 18.00000 13950.00| 13.00000 10075.00| Barbed Wire Fence, 4 Strands, 1.22 | | | Meter High | | | 0580 650B000 2530.000 M3 | 4.60000 11638.00| 4.60000 11638.00| Topsoil From Stockpiles | | | 0590 651B000 9.000 MTON| 26.50000 238.50| 44.00000 396.00| Agricultural Limestone | | | 0600 652A050 2.000 HA | 1425.00000 2850.00| 1853.00000 3706.00| Seeding (Mix 1A) | | | 0610 652A053 2.000 HA | 1525.00000 3050.00| 1977.00000 3954.00| Seeding (Mix 1E) | | | 0620 652B050 2.000 HA | 1100.00000 2200.00| 1483.00000 2966.00| Temporary Seeding (Mix 1AT) | | | 0630 652D050 2.000 HA | 1250.00000 2500.00| 1853.00000 3706.00| Seeding In Stubble (Mix 1A) | | | 0640 654A001 2689.000 M2 | 4.10000 11024.90| 4.20000 11293.80| Solid Sodding (Bermuda) | | | 0650 656A001 4.000 HA | 1125.00000 4500.00| 1236.00000 4944.00| Mulching, Class A, Type 2 | | | 0660 659A000 650.000 M2 | 1.95000 1267.50| 2.20000 1430.00| Erosion Control Netting, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 020 -12 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000825020 COUNTIES : JACKSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 13053 |(5) 03001 | |MCINNIS CORPORATION |CLARK CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 665B000 2.000 HA | 900.00000 1800.00| 988.00000 1976.00| Temporary Mulching | | | 0680 665C000 30.000 M | 29.00000 870.00| 29.00000 870.00| 375 mm Temporary Pipe | | | 0690 665F000 500.000 EACH| 10.00000 5000.00| 5.00000 2500.00| Hay Bales | | | 0700 665H000 7.000 EACH| 500.00000 3500.00| 750.00000 5250.00| Erosion Control Check Dams, Type 1 | | | 0710 665I000 200.000 MTON| 20.14000 4028.00| 20.14000 4028.00| Temporary Riprap, Class 2 | | | 0720 665J000 2197.000 M | 12.00000 26364.00| 12.00000 26364.00| Silt Fence, Type A | | | 0730 665K000 100.000 M3 | 20.00000 2000.00| 20.00000 2000.00| Drainage Sump Excavation | | | 0740 680A000 LUMP| 13000.00000 13000.00| 8000.00000 8000.00| Engineering Controls | | | 0750 701A006 2.000 KM | 373.00000 746.00| 373.00000 746.00| Solid White, Class 1, Type A Traffic | | | Stripe (150 mm Wide) | | | 0760 701A014 2.000 KM | 373.00000 746.00| 373.00000 746.00| Solid Yellow, Class 1 ,Type A Traffic | | | Stripe (150 mm Wide) | | | 0770 701C003 3.000 KM | 311.00000 933.00| 311.00000 933.00| Solid Temporary Traffic Stripe (Paint) | | | 0780 701D007 3.000 KM | 746.00000 2238.00| 746.00000 2238.00| Solid Traffic Stripe Removed (Paint) | | | 0790 701G125 132.000 M | 16.04000 2117.28| 16.04000 2117.28| Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0800 701G133 132.000 M | 16.63000 2195.16| 16.63000 2195.16| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0810 703A000 1.000 M2 | 14.00000 14.00| 14.00000 14.00| Traffic Control Markings, Class 1, Type | | | A | | | 0820 705A023 40.000 EACH| 5.00000 200.00| 5.00000 200.00| Pavement Markers, Class C, Type 2-D | | | 0830 705A037 53.000 EACH| 5.25000 278.25| 5.25000 278.25| Pavement Markers, Class A-H, Type 2-D | | | 0840 710A115 4.000 M2 | 370.00000 1480.00| 400.00000 1600.00| Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 020 -13 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000825020 COUNTIES : JACKSON LETTING DATE : 08/25/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 13053 |(5) 03001 | |MCINNIS CORPORATION |CLARK CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 710B001 20.000 M | 30.00000 600.00| 20.00000 400.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0860 740B000 29.000 M2 | 160.00000 4640.00| 110.00000 3190.00| Construction Signs | | | 0870 740D000 82.000 EACH| 55.00000 4510.00| 50.00000 4100.00| Channelizing Drums | | | 0880 740E000 50.000 EACH| 25.00000 1250.00| 20.00000 1000.00| Cones (900 mm High) | | | 0890 740F002 16.000 EACH| 375.00000 6000.00| 350.00000 5600.00| Barricades, Type III | | | 0900 740I005 8.000 EACH| 350.00000 2800.00| 600.00000 4800.00| Warning Lights, Type B (Detachable Head)| | | 0910 740L005 37.000 EACH| 75.00000 2775.00| 55.00000 2035.00| Vertical Panel, Type I (Double-Sided) | | | 0920 740M000 50.000 EACH| 15.60000 780.00| 15.00000 750.00| Ballast For Cone | | | 0930 998A000 LUMP| 500.00000 500.00| 10000.00000 10000.00| Construction Fuel (Maximum Bid Limited | | | To $ 101,000.00) | | | 0940 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,477,662.53| $ 1,485,990.39| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,477,662.53| $ 1,485,990.39| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20000825023 COUNTIES : MONROE LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-5000(7) for constructing the Resurfacing, Traffic Stripe, and Guardrail on C.R. #18 from C.R. #7 to the City Limits of Excel, and on C.R. #3 from S.R. #59 to C.R. #8 in Jeddo. Length - 3.705 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 276,312.86 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 290,775.48 105.2341% 3 01073 ASPHALT SUPPLY, L.L.C. $ 331,549.86 119.9907% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20000825023 COUNTIES : MONROE LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 13008 |(3) 01073 |HOSEA O. WEAVER & SONS, INC.|MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 401B100 47821.000 SYCP| 0.65000 31083.65| 0.72000 34431.12| 1.57000 75078.97 Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 405A000 1565.000 GAL | 0.70000 1095.50| 1.01000 1580.65| 0.65000 1017.25 Tack Coat | | | 0030 429A200 1179.000 TON | 40.85000 48162.15| 45.43000 53561.97| 43.16000 50885.64 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A206 430.000 TON | 43.75000 18812.50| 44.87000 19294.10| 43.16000 18558.80 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429A220 1451.000 TON | 39.38000 57140.38| 43.45000 63045.95| 42.92000 62276.92 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429A226 530.000 TON | 41.73000 22116.90| 42.99000 22784.70| 42.92000 22747.60 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0070 429C211 585.000 TON | 41.15000 24072.75| 44.46000 26009.10| 40.06000 23435.10 Improved Bituminous Concrete Base Layer,| | | Widening, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0080 429C231 720.000 TON | 39.50000 28440.00| 42.83000 30837.60| 41.05000 29556.00 Improved Bituminous Concrete Base Layer,| | | Widening, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0090 600A000 LUMP| 15531.00000 15531.00| 3103.77000 3103.77| 11595.00000 11595.00 Mobilization | | | 0100 630A000 400.000 LF | 18.95000 7580.00| 19.64000 7856.00| 23.63000 9452.00 Steel Beam Guardrail, Class A, Type 1 | | | 0110 630C070 4.000 EACH| 1684.16000 6736.64| 1820.12000 7280.48| 1750.00000 7000.00 Guardrail End Anchor, Type 10 Series | | | 0120 701A004 7.000 MILE| 305.25000 2136.75| 331.94000 2323.58| 305.26000 2136.82 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0130 701A008 3.000 MILE| 199.99000 599.97| 276.62000 829.86| 265.97000 797.91 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20000825023 COUNTIES : MONROE LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 13008 |(3) 01073 |HOSEA O. WEAVER & SONS, INC.|MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A012 4.000 MILE| 305.26000 1221.04| 320.87000 1283.48| 305.26000 1221.04 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0150 701C000 9.000 MILE| 221.05000 1989.45| 210.23000 1892.07| 202.13000 1819.17 Broken Temporary Traffic Stripe | | | 0160 701C001 12.000 MILE| 326.31000 3915.72| 276.61000 3319.32| 265.97000 3191.64 Solid Temporary Traffic Stripe | | | 0170 703A002 44.000 SQFT| 2.95000 129.80| 16.60000 730.40| 15.00000 660.00 Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 48.000 SQFT| 4.42000 212.16| 16.60000 796.80| 15.00000 720.00 Traffic Control Legends, Class 2, Type A| | | 0190 740B000 300.000 SQFT| 12.86000 3858.00| 20.69000 6207.00| 10.25000 3075.00 Construction Signs | | | 0200 740E000 25.000 EACH| 19.14000 478.50| 40.73000 1018.25| 25.00000 625.00 Cones (36 Inches High) | | | 0210 740O000 2.000 EACH| 500.00000 1000.00| 1294.64000 2589.28| 1500.00000 3000.00 Pilot Car | | | 0220 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 2700.00000 2700.00 Construction Fuel (Maximum Bid Limited | | | To $ 12,500.00) | | | SECTION TOTALS | $ 276,312.86| $ 290,775.48| $ 331,549.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 276,312.86| $ 290,775.48| $ 331,549.86 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20000825024 COUNTIES : ST. CLAIR LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-5800(12) for constructing the Resurfacing and Traffic Stripe on C.R. #31 from S.R. #23 to S.R. #7 (U.S. #11), southwest of Ashville. Length - 2.839 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 245,390.20 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 256,904.03 104.6920% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 264,197.75 107.6643% 4 01018 APAC-ALABAMA, INC. $ 277,485.48 113.0792% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20000825024 COUNTIES : ST. CLAIR LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 07002 |(3) 04013 |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., I|DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D001 200.000 LF | 3.00000 600.00| 1.00000 200.00| 1.15000 230.00 Removing Guardrail | | | 0020 305A000 3000.000 CYCP| 7.00000 21000.00| 5.98000 17940.00| 8.10000 24300.00 Borrow, Section 210, For Miscellaneous | | | Use | | | 0030 405A000 2000.000 GAL | 1.50000 3000.00| 1.00000 2000.00| 1.05000 2100.00 Tack Coat | | | 0040 429A201 2600.000 TON | 31.00000 80600.00| 32.69000 84994.00| 34.25000 89050.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429B209 3900.000 TON | 26.50000 103350.00| 30.50000 118950.00| 29.30000 114270.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 600A000 LUMP| 9525.00000 9525.00| 5934.31000 5934.31| 3200.00000 3200.00 Mobilization | | | 0070 630C050 4.000 EACH| 2100.00000 8400.00| 1900.00000 7600.00| 2245.00000 8980.00 Guardrail End Anchor, Type 20 Series | | | 0080 701A031 6.000 MILE| 950.00000 5700.00| 920.00000 5520.00| 1040.00000 6240.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 5.000 MILE| 1150.00000 5750.00| 1040.00000 5200.00| 1260.00000 6300.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 1.000 MILE| 750.00000 750.00| 600.00000 600.00| 820.00000 820.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 2.000 MILE| 300.00000 600.00| 340.00000 680.00| 325.00000 650.00 Broken Temporary Traffic Stripe | | | 0120 701C001 10.000 MILE| 330.00000 3300.00| 380.00000 3800.00| 360.00000 3600.00 Solid Temporary Traffic Stripe | | | 0130 703A002 40.000 SQFT| 1.60000 64.00| 2.00000 80.00| 1.75000 70.00 Traffic Control Markings, Class 2, Type | | | A | | | 0140 703B002 257.000 SQFT| 1.60000 411.20| 3.00000 771.00| 1.75000 449.75 Traffic Control Legends, Class 2, Type A| | | 0150 740B000 132.000 SQFT| 7.50000 990.00| 8.21000 1083.72| 9.00000 1188.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20000825024 COUNTIES : ST. CLAIR LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 07002 |(3) 04013 |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., I|DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 740E000 50.000 EACH| 1.00000 50.00| 1.00000 50.00| 13.00000 650.00 Cones (36 Inches High) | | | 0170 740O000 1.000 EACH| 1300.00000 1300.00| 1500.00000 1500.00| 2000.00000 2000.00 Pilot Car | | | 0180 998A000 LUMP| 0.00000 0.00| 1.00000 1.00| 100.00000 100.00 Construction Fuel (Maximum Bid Limited | | | To $ 13,000.00) | | | SECTION TOTALS | $ 245,390.20| $ 256,904.03| $ 264,197.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 245,390.20| $ 256,904.03| $ 264,197.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 024 -4 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20000825024 COUNTIES : ST. CLAIR LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 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 206D001 200.000 LF | 1.03000 206.00| | Removing Guardrail | | | 0020 305A000 3000.000 CYCP| 8.18000 24540.00| | Borrow, Section 210, For Miscellaneous | | | Use | | | 0030 405A000 2000.000 GAL | 0.92000 1840.00| | Tack Coat | | | 0040 429A201 2600.000 TON | 36.39000 94614.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429B209 3900.000 TON | 32.53000 126867.00| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 600A000 LUMP| 1.03000 1.03| | Mobilization | | | 0070 630C050 4.000 EACH| 1957.00000 7828.00| | Guardrail End Anchor, Type 20 Series | | | 0080 701A031 6.000 MILE| 978.50000 5871.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 5.000 MILE| 1184.50000 5922.50| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 1.000 MILE| 772.50000 772.50| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 2.000 MILE| 309.00000 618.00| | Broken Temporary Traffic Stripe | | | 0120 701C001 10.000 MILE| 339.90000 3399.00| | Solid Temporary Traffic Stripe | | | 0130 703A002 40.000 SQFT| 1.65000 66.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0140 703B002 257.000 SQFT| 1.65000 424.05| | Traffic Control Legends, Class 2, Type A| | | 0150 740B000 132.000 SQFT| 8.45000 1115.40| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 024 -5 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20000825024 COUNTIES : ST. CLAIR LETTING DATE : 08/25/00 10:00 AM DISTRICT : 03 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 740E000 50.000 EACH| 13.00000 650.00| | Cones (36 Inches High) | | | 0170 740O000 1.000 EACH| 2750.00000 2750.00| | Pilot Car | | | 0180 998A000 LUMP| 1.00000 1.00| | Construction Fuel (Maximum Bid Limited | | | To $ 13,000.00) | | | SECTION TOTALS | $ 277,485.48| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 277,485.48| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20000825025 COUNTIES : SUMTER LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BR-6005(106) for constructing the Bridge Replacement and Approaches (Grade, Drain, Pave, Traffic Stripe, and Bridge Culvert) on S.R. #28 over Powca Bayou Creek, southeast of Livingston. Length - 0.614 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 904,649.02 100.0000% 2 20011 TRI COUNTY CONCRETE CONSTRUCTION, INC. $ 933,423.65 103.1807% 3 10026 JRD CONTRACTING, INC. $ 969,275.48 107.1438% 4 04009 W. W. DYAR & SONS, INC. $ 999,944.75 110.5340% 5 12019 LEVERETT CONSTRUCTION COMPANY $ 1,091,910.00 120.6998% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000825025 COUNTIES : SUMTER LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 18024 |(2) 20011 |(3) 10026 |RACON, INC. |TRI COUNTY CONCRETE CONSTRUC|JRD CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A000 LUMP| 20000.00000 20000.00| 88600.00000 88600.00| 11500.00000 11500.00 Clearing & Grubbing (Approximately 3 | | | Acres) | | | 0020 206A000 LUMP| 25000.00000 25000.00| 16000.00000 16000.00| 25000.00000 25000.00 Removal Of Old Bridge Station 301+10 | | | 0030 206C001 166.000 SQYD| 10.00000 1660.00| 5.00000 830.00| 15.00000 2490.00 Removing Concrete Pavement | | | 0040 206E008 4.000 EACH| 107.19000 428.76| 50.00000 200.00| 87.50000 350.00 Removing Guardrail End Anchor (All Type)| | | 0050 210A000 10731.000 CYIP| 3.00000 32193.00| 6.00000 64386.00| 3.50000 37558.50 Unclassified Excavation | | | 0060 210D021 15663.000 CYIP| 5.00000 78315.00| 7.00000 109641.00| 5.50000 86146.50 Borrow Excavation (Loose Truckbed | | | Measurement)(A4 or Better) | | | 0070 214A000 531.000 CUYD| 6.67000 3541.77| 5.00000 2655.00| 7.00000 3717.00 Structure Excavation | | | 0080 214B000 796.000 CUYD| 5.00000 3980.00| 18.00000 14328.00| 7.00000 5572.00 Foundation Backfill, Local | | | 0090 214B001 526.000 CUYD| 31.36000 16495.36| 18.00000 9468.00| 30.00000 15780.00 Foundation Backfill, Commercial | | | 0100 231B001 87.000 TON | 101.30000 8813.10| 17.50000 1522.50| 59.00000 5133.00 Roadbed Stabilizing Material, AHD #467 | | | 0110 401A000 2500.000 SYCP| 0.54000 1350.00| 0.50000 1250.00| 0.50000 1250.00 Bituminous Treatment A | | | 0120 405A000 768.000 GAL | 1.61000 1236.48| 1.50000 1152.00| 1.50000 1152.00 Tack Coat | | | 0130 408A052 6212.000 SY | 2.41000 14970.92| 2.25000 13977.00| 2.25000 13977.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0140 424A241 866.000 TON | 51.99000 45023.34| 48.50000 42001.00| 48.50000 42001.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0150 424A247 500.000 TON | 53.60000 26800.00| 50.00000 25000.00| 50.00000 25000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0160 424B441 1991.000 TON | 46.09000 91765.19| 43.00000 85613.00| 43.00000 85613.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000825025 COUNTIES : SUMTER LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 18024 |(2) 20011 |(3) 10026 |RACON, INC. |TRI COUNTY CONCRETE CONSTRUC|JRD CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B545 500.000 TON | 80.40000 40200.00| 75.00000 37500.00| 75.00000 37500.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0180 424B549 1000.000 TON | 50.38000 50380.00| 47.00000 47000.00| 47.00000 47000.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0190 424C240 1080.000 TON | 55.74000 60199.20| 52.00000 56160.00| 52.00000 56160.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0200 428B000 6500.000 LF | 0.13000 845.00| 0.12000 780.00| 0.12000 780.00 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0210 430B000 100.000 TNCP| 22.71000 2271.00| 18.00000 1800.00| 30.00000 3000.00 Aggregate Surfacing (AHD #467 Or #57) | | | 0220 458B000 6212.000 SQYD| 3.00000 18636.00| 5.00000 31060.00| 1.19000 7392.28 Breaking And Seating Concrete Pavement | | | 0230 502A000 68637.000 LB | 0.50000 34318.50| 0.45000 30886.65| 0.60000 41182.20 Steel Reinforcement | | | 0240 524A011 410.000 CUYD| 325.00000 133250.00| 220.00000 90200.00| 500.00000 205000.00 Culvert Concrete (Cast In Place) | | | 0250 530A500 144.000 LF | 43.43000 6253.92| 50.00000 7200.00| 46.00000 6624.00 60" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0260 535A101 70.000 LF | 21.29000 1490.30| 16.50000 1155.00| 20.00000 1400.00 18" Side Drain Pipe (14 Gauge C.M.) | | | 0270 600A000 LUMP| 34650.00000 34650.00| 6000.00000 6000.00| 65530.00000 65530.00 Mobilization | | | 0280 602A000 8.000 EACH| 78.00000 624.00| 100.00000 800.00| 100.00000 800.00 Right Of Way Markers | | | 0290 606A000 1000.000 LF | 9.31000 9310.00| 10.00000 10000.00| 8.00000 8000.00 6" Underdrain Pipe | | | 0300 610C001 379.000 TON | 21.86000 8284.94| 21.50000 8148.50| 25.00000 9475.00 Loose Riprap, Class 2 | | | 0310 610D003 377.000 SQYD| 1.35000 508.95| 3.50000 1319.50| 4.00000 1508.00 Filter Blanket, Geotextile | | | 0320 619A101 2.000 EACH| 682.90000 1365.80| 500.00000 1000.00| 500.00000 1000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 025 -4 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000825025 COUNTIES : SUMTER LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 18024 |(2) 20011 |(3) 10026 |RACON, INC. |TRI COUNTY CONCRETE CONSTRUC|JRD CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 630A000 263.000 LF | 12.30000 3234.90| 25.00000 6575.00| 25.50000 6706.50 Steel Beam Guardrail, Class A, Type 1 | | | 0340 630C050 4.000 EACH| 2036.68000 8146.72| 1800.00000 7200.00| 1850.00000 7400.00 Guardrail End Anchor, Type 20 Series | | | 0350 641A035 1000.000 LF | 15.30000 15300.00| 20.00000 20000.00| 13.68000 13680.00 6 Inch D. I. Water Main Laid | | | 0360 641A080 250.000 LF | 614.26000 1228.52| 600.00000 1200.00| 415.00000 830.00 6 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | 0370 641C000 2.000 EACH| 29.53000 7382.50| 20.00000 5000.00| 21.31000 5327.50 6 Inch Gate Valves With Box | | | 0380 641D100 650.000 LB | 3.36000 2184.00| 5.00000 3250.00| 2.00000 1300.00 Fittings | | | 0390 641L000 1.000 EACH| 743.54000 743.54| 750.00000 750.00| 555.00000 555.00 3 Inch Flush Hydrant | | | 0400 650A000 1841.000 CYIP| 6.00000 11046.00| 7.50000 13807.50| 10.00000 18410.00 Topsoil | | | 0410 652A054 3.000 ACRE| 805.27000 2415.81| 1000.00000 3000.00| 500.00000 1500.00 Seeding (Mix 2A) | | | 0420 652B053 3.000 ACRE| 516.77000 1550.31| 1000.00000 3000.00| 500.00000 1500.00 Temporary Seeding (Mix 2AT) | | | 0430 656A000 3.000 ACRE| 709.31000 2127.93| 1000.00000 3000.00| 500.00000 1500.00 Mulching, Class A, Type 1 | | | 0440 665B000 3.000 ACRE| 521.20000 1563.60| 1000.00000 3000.00| 500.00000 1500.00 Temporary Mulching | | | 0450 665F000 400.000 EACH| 5.70000 2280.00| 5.00000 2000.00| 10.00000 4000.00 Hay Bales | | | 0460 665I000 410.000 TON | 25.46000 10438.60| 23.00000 9430.00| 28.00000 11480.00 Temporary Riprap, Class 2 | | | 0470 665J000 2100.000 LF | 4.78000 10038.00| 3.50000 7350.00| 3.50000 7350.00 Silt Fence, Type A | | | 0480 665K000 21.000 CUYD| 7.70000 161.70| 4.00000 84.00| 5.00000 105.00 Drainage Sump Excavation | | | 0490 680A000 LUMP| 21855.00000 21855.00| 5000.00000 5000.00| 1000.00000 1000.00 Engineering Controls | | | 0500 701A032 2.000 MILE| 2143.88000 4287.76| 2200.00000 4400.00| 2000.00000 4000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0510 701A046 1.000 MILE| 1071.94000 1071.94| 1100.00000 1100.00| 1000.00000 1000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 025 -5 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000825025 COUNTIES : SUMTER LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 18024 |(2) 20011 |(3) 10026 |RACON, INC. |TRI COUNTY CONCRETE CONSTRUC|JRD CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 701A048 2.000 MILE| 2679.85000 5359.70| 2750.00000 5500.00| 2500.00000 5000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0530 701C000 1.000 MILE| 535.97000 535.97| 550.00000 550.00| 500.00000 500.00 Broken Temporary Traffic Stripe | | | 0540 701C001 6.000 MILE| 535.97000 3215.82| 550.00000 3300.00| 500.00000 3000.00 Solid Temporary Traffic Stripe | | | 0550 703A002 20.000 SQFT| 10.72000 214.40| 11.00000 220.00| 10.00000 200.00 Traffic Control Markings, Class 2, Type | | | A | | | 0560 703D002 20.000 SQFT| 1.39000 27.80| 1.50000 30.00| 1.30000 26.00 Temporary Traffic Control Markings | | | (Paint) | | | 0570 705A011 20.000 EACH| 4.29000 85.80| 4.50000 90.00| 4.00000 80.00 Pavement Markers, Class C, Type 1-A | | | 0580 705A023 70.000 EACH| 4.29000 300.30| 4.50000 315.00| 4.00000 280.00 Pavement Markers, Class C, Type 2-D | | | 0590 705A032 80.000 EACH| 6.43000 514.40| 6.60000 528.00| 6.00000 480.00 Pavement Markers, Class A-H, Type 1-B | | | 0600 705A037 160.000 EACH| 6.43000 1028.80| 6.60000 1056.00| 6.00000 960.00 Pavement Markers, Class A-H, Type 2-D | | | 0610 740B000 387.000 SQFT| 9.27000 3587.49| 10.00000 3870.00| 12.00000 4644.00 Construction Signs | | | 0620 740D000 75.000 EACH| 29.23000 2192.25| 40.00000 3000.00| 50.00000 3750.00 Channelizing Drums | | | 0630 740E000 25.000 EACH| 12.05000 301.25| 20.00000 500.00| 15.00000 375.00 Cones (36 Inches High) | | | 0640 740F002 8.000 EACH| 202.20000 1617.60| 200.00000 1600.00| 300.00000 2400.00 Barricades, Type III | | | 0650 740I005 4.000 EACH| 322.06000 1288.24| 300.00000 1200.00| 250.00000 1000.00 Warning Lights, Type B (Detachable Head)| | | 0660 740L005 68.000 EACH| 46.13000 3136.84| 70.00000 4760.00| 40.00000 2720.00 Vertical Panel, Type I (Double-Sided) | | | 0670 740M000 25.000 EACH| 1.00000 25.00| 5.00000 125.00| 5.00000 125.00 Weight For Cone | | | 0680 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 64,000.00) | | | SECTION TOTALS | $ 904,649.02| $ 933,423.65| $ 969,275.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 904,649.02| $ 933,423.65| $ 969,275.48 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 025 -6 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000825025 COUNTIES : SUMTER LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 04009 |(5) 12019 | |W. W. DYAR & SONS, INC. |LEVERETT CONSTRUCTION COMPAN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A000 LUMP| 15000.00000 15000.00| 38000.00000 38000.00| Clearing & Grubbing (Approximately 3 | | | Acres) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 35000.00000 35000.00| Removal Of Old Bridge Station 301+10 | | | 0030 206C001 166.000 SQYD| 6.00000 996.00| 10.00000 1660.00| Removing Concrete Pavement | | | 0040 206E008 4.000 EACH| 100.00000 400.00| 75.00000 300.00| Removing Guardrail End Anchor (All Type)| | | 0050 210A000 10731.000 CYIP| 3.00000 32193.00| 3.85000 41314.35| Unclassified Excavation | | | 0060 210D021 15663.000 CYIP| 8.00000 125304.00| 7.25000 113556.75| Borrow Excavation (Loose Truckbed | | | Measurement)(A4 or Better) | | | 0070 214A000 531.000 CUYD| 9.00000 4779.00| 7.00000 3717.00| Structure Excavation | | | 0080 214B000 796.000 CUYD| 14.00000 11144.00| 10.00000 7960.00| Foundation Backfill, Local | | | 0090 214B001 526.000 CUYD| 32.00000 16832.00| 20.00000 10520.00| Foundation Backfill, Commercial | | | 0100 231B001 87.000 TON | 32.00000 2784.00| 28.00000 2436.00| Roadbed Stabilizing Material, AHD #467 | | | 0110 401A000 2500.000 SYCP| 0.55000 1375.00| 0.50000 1250.00| Bituminous Treatment A | | | 0120 405A000 768.000 GAL | 1.65000 1267.20| 1.50000 1152.00| Tack Coat | | | 0130 408A052 6212.000 SY | 2.50000 15530.00| 2.25000 13977.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0140 424A241 866.000 TON | 53.40000 46244.40| 48.50000 42001.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0150 424A247 500.000 TON | 55.00000 27500.00| 50.00000 25000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0160 424B441 1991.000 TON | 47.50000 94572.50| 43.00000 85613.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 025 -7 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000825025 COUNTIES : SUMTER LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 04009 |(5) 12019 | |W. W. DYAR & SONS, INC. |LEVERETT CONSTRUCTION COMPAN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B545 500.000 TON | 82.50000 41250.00| 75.00000 37500.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0180 424B549 1000.000 TON | 52.00000 52000.00| 47.00000 47000.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0190 424C240 1080.000 TON | 57.25000 61830.00| 52.00000 56160.00| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0200 428B000 6500.000 LF | 0.14000 910.00| 0.12000 780.00| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0210 430B000 100.000 TNCP| 32.00000 3200.00| 28.00000 2800.00| Aggregate Surfacing (AHD #467 Or #57) | | | 0220 458B000 6212.000 SQYD| 2.00000 12424.00| 1.40000 8696.80| Breaking And Seating Concrete Pavement | | | 0230 502A000 68637.000 LB | 0.45000 30886.65| 0.60000 41182.20| Steel Reinforcement | | | 0240 524A011 410.000 CUYD| 290.00000 118900.00| 500.00000 205000.00| Culvert Concrete (Cast In Place) | | | 0250 530A500 144.000 LF | 70.00000 10080.00| 75.00000 10800.00| 60" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0260 535A101 70.000 LF | 26.00000 1820.00| 40.00000 2800.00| 18" Side Drain Pipe (14 Gauge C.M.) | | | 0270 600A000 LUMP| 30000.00000 30000.00| 75000.00000 75000.00| Mobilization | | | 0280 602A000 8.000 EACH| 150.00000 1200.00| 120.00000 960.00| Right Of Way Markers | | | 0290 606A000 1000.000 LF | 10.00000 10000.00| 10.00000 10000.00| 6" Underdrain Pipe | | | 0300 610C001 379.000 TON | 32.00000 12128.00| 40.00000 15160.00| Loose Riprap, Class 2 | | | 0310 610D003 377.000 SQYD| 5.00000 1885.00| 4.00000 1508.00| Filter Blanket, Geotextile | | | 0320 619A101 2.000 EACH| 600.00000 1200.00| 300.00000 600.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 025 -8 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000825025 COUNTIES : SUMTER LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 04009 |(5) 12019 | |W. W. DYAR & SONS, INC. |LEVERETT CONSTRUCTION COMPAN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 630A000 263.000 LF | 29.00000 7627.00| 27.00000 7101.00| Steel Beam Guardrail, Class A, Type 1 | | | 0340 630C050 4.000 EACH| 2050.00000 8200.00| 1950.00000 7800.00| Guardrail End Anchor, Type 20 Series | | | 0350 641A035 1000.000 LF | 18.00000 18000.00| 16.37000 16370.00| 6 Inch D. I. Water Main Laid | | | 0360 641A080 250.000 LF | 900.00000 1800.00| 554.40000 1108.80| 6 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | 0370 641C000 2.000 EACH| 22.00000 5500.00| 39.47000 9867.50| 6 Inch Gate Valves With Box | | | 0380 641D100 650.000 LB | 5.00000 3250.00| 2.64000 1716.00| Fittings | | | 0390 641L000 1.000 EACH| 1000.00000 1000.00| 1161.60000 1161.60| 3 Inch Flush Hydrant | | | 0400 650A000 1841.000 CYIP| 9.00000 16569.00| 10.00000 18410.00| Topsoil | | | 0410 652A054 3.000 ACRE| 1200.00000 3600.00| 1200.00000 3600.00| Seeding (Mix 2A) | | | 0420 652B053 3.000 ACRE| 800.00000 2400.00| 800.00000 2400.00| Temporary Seeding (Mix 2AT) | | | 0430 656A000 3.000 ACRE| 800.00000 2400.00| 1200.00000 3600.00| Mulching, Class A, Type 1 | | | 0440 665B000 3.000 ACRE| 800.00000 2400.00| 1000.00000 3000.00| Temporary Mulching | | | 0450 665F000 400.000 EACH| 5.00000 2000.00| 10.00000 4000.00| Hay Bales | | | 0460 665I000 410.000 TON | 32.00000 13120.00| 40.00000 16400.00| Temporary Riprap, Class 2 | | | 0470 665J000 2100.000 LF | 5.00000 10500.00| 5.00000 10500.00| Silt Fence, Type A | | | 0480 665K000 21.000 CUYD| 10.00000 210.00| 15.00000 315.00| Drainage Sump Excavation | | | 0490 680A000 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| Engineering Controls | | | 0500 701A032 2.000 MILE| 2200.00000 4400.00| 2000.00000 4000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0510 701A046 1.000 MILE| 1100.00000 1100.00| 1000.00000 1000.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 025 -9 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000825025 COUNTIES : SUMTER LETTING DATE : 08/25/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 04009 |(5) 12019 | |W. W. DYAR & SONS, INC. |LEVERETT CONSTRUCTION COMPAN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 701A048 2.000 MILE| 2750.00000 5500.00| 2500.00000 5000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0530 701C000 1.000 MILE| 550.00000 550.00| 500.00000 500.00| Broken Temporary Traffic Stripe | | | 0540 701C001 6.000 MILE| 550.00000 3300.00| 500.00000 3000.00| Solid Temporary Traffic Stripe | | | 0550 703A002 20.000 SQFT| 11.00000 220.00| 10.00000 200.00| Traffic Control Markings, Class 2, Type | | | A | | | 0560 703D002 20.000 SQFT| 1.50000 30.00| 1.30000 26.00| Temporary Traffic Control Markings | | | (Paint) | | | 0570 705A011 20.000 EACH| 4.50000 90.00| 4.00000 80.00| Pavement Markers, Class C, Type 1-A | | | 0580 705A023 70.000 EACH| 4.50000 315.00| 4.00000 280.00| Pavement Markers, Class C, Type 2-D | | | 0590 705A032 80.000 EACH| 6.60000 528.00| 6.00000 480.00| Pavement Markers, Class A-H, Type 1-B | | | 0600 705A037 160.000 EACH| 6.60000 1056.00| 6.00000 960.00| Pavement Markers, Class A-H, Type 2-D | | | 0610 740B000 387.000 SQFT| 130.00000 50310.00| 10.00000 3870.00| Construction Signs | | | 0620 740D000 75.000 EACH| 35.00000 2625.00| 50.00000 3750.00| Channelizing Drums | | | 0630 740E000 25.000 EACH| 20.00000 500.00| 20.00000 500.00| Cones (36 Inches High) | | | 0640 740F002 8.000 EACH| 265.00000 2120.00| 225.00000 1800.00| Barricades, Type III | | | 0650 740I005 4.000 EACH| 200.00000 800.00| 350.00000 1400.00| Warning Lights, Type B (Detachable Head)| | | 0660 740L005 68.000 EACH| 30.00000 2040.00| 45.00000 3060.00| Vertical Panel, Type I (Double-Sided) | | | 0670 740M000 25.000 EACH| 10.00000 250.00| 10.00000 250.00| Weight For Cone | | | 0680 998A000 LUMP| 10000.00000 10000.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 64,000.00) | | | SECTION TOTALS | $ 999,944.75| $ 1,091,910.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 999,944.75| $ 1,091,910.00| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20000825026 COUNTIES : TALLADEGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 CONTRACT TIME : 07/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : MG-6100(16) for constructing the Grade, Drain, Pave, Traffic Stripe, Lighting, Signing, Bridges, UST Removal, and Soil Remediation on C.R. #207 from S.R. #4 (U.S. #78) to a point north as indicated on the plans, in Lincoln. Length - 1.808 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 30002 ELLARD CONTR. CO., INC. & ELLARD CONSTR., INC. $ 6,500,000.00 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 6,866,813.26 105.6432% 3 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 7,245,515.85 111.4694% 4 01007 ALABAMA BRIDGE BUILDERS, INC. $ 7,466,113.02 114.8632% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000825026 COUNTIES : TALLADEGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 30002 |(2) 07002 |(3) 03001 |ELLARD CONTR. & ELLARD CONST|GOOD HOPE CONTRACTING CO., I|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| 520000.00000 520000.00| 420000.00000 420000.00| 250500.00000 250500.00 Clearing & Grubbing (Approximately 55 | | | Acres) | | | 0020 205A004 1.000 EACH| 400.00000 400.00| 500.00000 500.00| 100.00000 100.00 Removal Of Structures, Structure No. 4 | | | 0030 205A006 1.000 EACH| 700.00000 700.00| 500.00000 500.00| 100.00000 100.00 Removal Of Structures, Structure No. 6 | | | 0040 205A007 1.000 EACH| 700.00000 700.00| 750.00000 750.00| 100.00000 100.00 Removal Of Structures, Structure No. 7 | | | 0050 206D000 361.000 LF | 6.00000 2166.00| 5.00000 1805.00| 6.00000 2166.00 Removing Pipe | | | 0060 210A000 87147.000 CYIP| 2.00000 174294.00| 1.85000 161221.95| 1.20000 104576.40 Unclassified Excavation | | | 0070 210D000 226824.000 CYIP| 2.20000 499012.80| 3.40000 771201.60| 3.40000 771201.60 Borrow Excavation | | | 0080 210F000 356.000 TNIP| 16.00000 5696.00| 10.00000 3560.00| 3.40000 1210.40 Borrow Excavation (Underwater Backfill) | | | 0090 210F001 4404.000 TNIP| 16.00000 70464.00| 10.00000 44040.00| 3.40000 14973.60 Borrow Excavation (Underwater | | | Embankment) | | | 0100 214A000 420.000 CUYD| 5.00000 2100.00| 6.00000 2520.00| 5.00000 2100.00 Structure Excavation | | | 0110 214B001 144.000 CUYD| 29.00000 4176.00| 25.00000 3600.00| 15.00000 2160.00 Foundation Backfill, Commercial | | | 0120 215A000 640.000 CUYD| 15.00000 9600.00| 15.00000 9600.00| 8.00000 5120.00 Unclassified Bridge Excavation | | | 0130 215B000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 10000.00000 10000.00 Cofferdams Or Sheeting And Shoring STA. | | | 65+94.32 | | | 0140 224A000 1400.000 CUYD| 6.00000 8400.00| 3.00000 4200.00| 2.00000 2800.00 Lime Sink Excavation | | | 0150 224C000 400.000 TON | 19.00000 7600.00| 9.25000 3700.00| 12.00000 4800.00 Special Backfill For Lime Sink, AHD #467| | | 0160 224D000 100.000 CUYD| 150.00000 15000.00| 100.00000 10000.00| 200.00000 20000.00 Concrete Seal For Lime Sink | | | 0170 230A000 255.000 RBST| 400.00000 102000.00| 180.00000 45900.00| 400.00000 102000.00 Roadbed Processing | | | 0180 240A000 6.000 EACH| 600.00000 3600.00| 1.00000 6.00| 1000.00000 6000.00 Settlement Plate Assembly | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000825026 COUNTIES : TALLADEGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 30002 |(2) 07002 |(3) 03001 |ELLARD CONTR. & ELLARD CONST|GOOD HOPE CONTRACTING CO., I|CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 250B000 50.000 CUYD| 60.00000 3000.00| 64.00000 3200.00| 80.00000 4000.00 Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0200 250C000 2.000 EACH| 3000.00000 6000.00| 3200.00000 6400.00| 3900.00000 7800.00 Underground Storage Tank Removal | | | (Specialty Item) | | | 0210 250N000 50.000 GAL | 1.00000 50.00| 1.07000 53.50| 5.00000 250.00 Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | 0220 301A012 75670.000 SYCP| 3.25000 245927.50| 3.40000 257278.00| 3.50000 264845.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0230 315A001 82354.000 SYCP| 3.30000 271768.20| 2.10000 172943.40| 6.00000 494124.00 Drainage Plane Material, 4 Inches Thick | | | 0240 401A000 75670.000 SYCP| 0.33000 24971.10| 0.25000 18917.50| 0.48000 36321.60 Bituminous Treatment A | | | 0250 405A000 4144.000 GAL | 1.50000 6216.00| 1.00000 4144.00| 1.80000 7459.20 Tack Coat | | | 0260 410B000 1.000 EACH| 5610.00000 5610.00| 3500.00000 3500.00| 6500.00000 6500.00 State Furnished Profilograph | | | 0270 429A220 3916.000 TON | 33.64000 131734.24| 34.93000 136785.88| 37.00000 144892.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0280 429A226 100.000 TON | 45.00000 4500.00| 36.93000 3693.00| 55.00000 5500.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0290 429B221 7155.000 TON | 27.25000 194973.75| 28.88000 206636.40| 31.50000 225382.50 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0300 429B225 100.000 TON | 65.00000 6500.00| 45.04000 4504.00| 73.00000 7300.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0310 429C221 12518.000 TON | 27.25000 341115.50| 28.88000 361519.84| 29.50000 369281.00 Improved Bituminous Concrete Base Layer,| | | 1 1/2" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0320 430B002 5152.000 TNCP| 14.50000 74704.00| 10.00000 51520.00| 13.50000 69552.00 Aggregate Surfacing (AHD #467) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 026 -4 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000825026 COUNTIES : TALLADEGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 30002 |(2) 07002 |(3) 03001 |ELLARD CONTR. & ELLARD CONST|GOOD HOPE CONTRACTING CO., I|CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 430B012 1000.000 TNCP| 14.50000 14500.00| 10.00000 10000.00| 14.50000 14500.00 Aggregate Surfacing (AHD #410 Or #467) | | | 0340 450B000 489.000 SQYD| 65.00000 31785.00| 65.00000 31785.00| 60.00000 29340.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0350 502A000 261300.000 LB | 0.50000 130650.00| 0.50000 130650.00| 0.45000 117585.00 Steel Reinforcement | | | 0360 502B000 LUMP| 116000.00000 116000.00| 116000.00000 116000.00| 85000.00000 85000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 65+94.32,APPROX.204,| | | 700 LBS. | | | 0370 502B001 LUMP| 35000.00000 35000.00| 35000.00000 35000.00| 31000.00000 31000.00 Steel Reinforcement For Bridge | | | Superstructure STA 106+00,APPROX 69,900 | | | LBS. | | | 0380 505C002 9196.000 LF | 24.00000 220704.00| 24.00000 220704.00| 22.00000 202312.00 Steel Piling (HP 12x53) | | | 0390 505C006 1980.000 LF | 35.00000 69300.00| 35.00000 69300.00| 35.00000 69300.00 Steel Piling (HP 14x117) | | | 0400 505G003 196.000 EACH| 70.00000 13720.00| 70.00000 13720.00| 60.00000 11760.00 Pile Points (Type A, 12") | | | 0410 505G004 44.000 EACH| 80.00000 3520.00| 80.00000 3520.00| 65.00000 2860.00 Pile Points (Type A, 14") | | | 0420 508A000 34485.000 LB | 2.00000 68970.00| 2.00000 68970.00| 2.20000 75867.00 Structural Steel | | | 0430 510A000 1454.000 CUYD| 200.00000 290800.00| 200.00000 290800.00| 414.00000 601956.00 Bridge Substructure Concrete, Class A | | | 0440 510C051 LUMP| 375000.00000 375000.00| 375000.00000 375000.00| 330000.00000 330000.00 Bridge Concrete Superstructure, | | | STA.65+94.32, APPROX 924 CU.YDS. | | | 0450 510C052 LUMP| 155000.00000 155000.00| 155000.00000 155000.00| 77000.00000 77000.00 Bridge Concrete Superstructure, | | | STA.106+00, APPROX 261 CU.YDS. | | | 0460 510E000 3941.000 SQYD| 2.50000 9852.50| 2.50000 9852.50| 2.35000 9261.35 Grooving Concrete Bridge Decks | | | 0470 511A001 66.000 EACH| 100.00000 6600.00| 100.00000 6600.00| 100.00000 6600.00 Elastomeric Bearings, Type 2 | | | 0480 511A004 72.000 EACH| 700.00000 50400.00| 700.00000 50400.00| 200.00000 14400.00 Elastomeric Bearings, Type 4 | | | 0490 513B003 1315.000 LF | 80.00000 105200.00| 80.00000 105200.00| 50.00000 65750.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 026 -5 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000825026 COUNTIES : TALLADEGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 30002 |(2) 07002 |(3) 03001 |ELLARD CONTR. & ELLARD CONST|GOOD HOPE CONTRACTING CO., I|CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 513B017 3543.000 LF | 160.00000 566880.00| 160.00000 566880.00| 115.00000 407445.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0510 530A002 214.000 LF | 35.00000 7490.00| 26.00000 5564.00| 38.00000 8132.00 24" Roadway Pipe (Class 3 R.C.) | | | 0520 530A003 160.000 LF | 50.00000 8000.00| 38.00000 6080.00| 53.00000 8480.00 30" Roadway Pipe (Class 3 R.C.) | | | 0530 530A004 96.000 LF | 64.00000 6144.00| 48.00000 4608.00| 76.35000 7329.60 36" Roadway Pipe (Class 3 R.C.) | | | 0540 535A001 364.000 LF | 23.00000 8372.00| 19.00000 6916.00| 22.00000 8008.00 18" Side Drain Pipe | | | 0550 600A000 LUMP| 382936.16000 382936.16| 794591.60000 794591.60| 680000.00000 680000.00 Mobilization | | | 0560 601A000 1.000 EACH| 4000.00000 4000.00| 7500.00000 7500.00| 10000.00000 10000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0570 602A000 52.000 EACH| 75.00000 3900.00| 100.00000 5200.00| 150.00000 7800.00 Right Of Way Markers | | | 0580 606A000 300.000 LF | 11.00000 3300.00| 8.00000 2400.00| 300.00000 90000.00 6" Underdrain Pipe | | | 0590 607A000 35490.000 LF | 0.33000 11711.70| 1.25000 44362.50| 1.50000 53235.00 Drill Holes | | | 0600 607B000 283920.000 LF | 0.33000 93693.60| 0.40000 113568.00| 0.55000 156156.00 Vertical Drainage Wicks | | | 0610 607C000 65.000 CUYD| 140.00000 9100.00| 100.00000 6500.00| 18.00000 1170.00 Granular Backfill For Drilled Holes | | | 0620 608A000 27452.000 SQYD| 2.20000 60394.40| 1.50000 41178.00| 2.50000 68630.00 Separation Geotextile | | | 0630 610C001 2553.000 TON | 22.00000 56166.00| 22.00000 56166.00| 22.00000 56166.00 Loose Riprap, Class 2 | | | 0640 610D003 3062.000 SQYD| 3.00000 9186.00| 3.00000 9186.00| 2.50000 7655.00 Filter Blanket, Geotextile | | | 0650 614A000 48.000 CUYD| 200.00000 9600.00| 250.00000 12000.00| 250.00000 12000.00 Slope Paving | | | 0660 614A001 186.000 CUYD| 230.00000 42780.00| 260.00000 48360.00| 200.00000 37200.00 Slope Paving (Under Bridges) | | | 0670 619A003 4.000 EACH| 620.00000 2480.00| 600.00000 2400.00| 550.00000 2200.00 24" Roadway Pipe End Treatment, Class 1 | | | 0680 619A004 4.000 EACH| 720.00000 2880.00| 700.00000 2800.00| 750.00000 3000.00 30" Roadway Pipe End Treatment, Class 1 | | | 0690 619A055 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| 1800.00000 3600.00 36" Roadway Pipe End Treatment, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 026 -6 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000825026 COUNTIES : TALLADEGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 30002 |(2) 07002 |(3) 03001 |ELLARD CONTR. & ELLARD CONST|GOOD HOPE CONTRACTING CO., I|CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 619A101 12.000 EACH| 580.00000 6960.00| 500.00000 6000.00| 600.00000 7200.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0710 630A000 1639.000 LF | 10.15000 16635.85| 10.15000 16635.85| 15.00000 24585.00 Steel Beam Guardrail, Class A, Type 1 | | | 0720 630C003 8.000 EACH| 980.00000 7840.00| 980.00000 7840.00| 1500.00000 12000.00 Guardrail End Anchor, Type 13 | | | 0730 630C070 8.000 EACH| 1200.00000 9600.00| 1200.00000 9600.00| 1500.00000 12000.00 Guardrail End Anchor, Type 10 Series | | | 0740 650B000 23564.000 CYIP| 1.40000 32989.60| 3.00000 70692.00| 3.50000 82474.00 Topsoil From Stockpiles | | | 0750 652A050 22.000 ACRE| 500.00000 11000.00| 500.00000 11000.00| 500.00000 11000.00 Seeding (Mix 1A) | | | 0760 652A053 2.000 ACRE| 550.00000 1100.00| 550.00000 1100.00| 500.00000 1000.00 Seeding (Mix 1E) | | | 0770 652B050 16.000 ACRE| 350.00000 5600.00| 350.00000 5600.00| 400.00000 6400.00 Temporary Seeding (Mix 1AT) | | | 0780 652D050 16.000 ACRE| 450.00000 7200.00| 450.00000 7200.00| 450.00000 7200.00 Seeding In Stubble (Mix 1A) | | | 0790 654A001 41.000 SQYD| 5.00000 205.00| 5.00000 205.00| 5.00000 205.00 Solid Sodding (Bermuda) | | | 0800 656A000 38.000 ACRE| 380.00000 14440.00| 380.00000 14440.00| 500.00000 19000.00 Mulching, Class A, Type 1 | | | 0810 656A001 2.000 ACRE| 400.00000 800.00| 400.00000 800.00| 500.00000 1000.00 Mulching, Class A, Type 2 | | | 0820 665A000 20.000 ACRE| 350.00000 7000.00| 350.00000 7000.00| 400.00000 8000.00 Temporary Seeding | | | 0830 665B000 20.000 ACRE| 300.00000 6000.00| 300.00000 6000.00| 400.00000 8000.00 Temporary Mulching | | | 0840 665C000 295.000 LF | 18.00000 5310.00| 18.00000 5310.00| 32.00000 9440.00 15" Temporary Pipe | | | 0850 665E000 40.000 SQYD| 5.00000 200.00| 10.00000 400.00| 9.00000 360.00 Polyethylene | | | 0860 665F000 295.000 EACH| 6.00000 1770.00| 5.00000 1475.00| 8.00000 2360.00 Hay Bales | | | 0870 665G000 40.000 EACH| 6.50000 260.00| 1.00000 40.00| 5.00000 200.00 Sand Bags | | | 0880 665H000 19.000 EACH| 400.00000 7600.00| 10.00000 190.00| 500.00000 9500.00 Erosion Control Check Dams, Type 1 | | | 0890 665I000 1400.000 TON | 23.00000 32200.00| 22.00000 30800.00| 22.00000 30800.00 Temporary Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 026 -7 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000825026 COUNTIES : TALLADEGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 30002 |(2) 07002 |(3) 03001 |ELLARD CONTR. & ELLARD CONST|GOOD HOPE CONTRACTING CO., I|CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 665J000 25320.000 LF | 3.25000 82290.00| 1.00000 25320.00| 3.00000 75960.00 Silt Fence, Type A | | | 0910 665K000 90.000 CUYD| 5.00000 450.00| 10.00000 900.00| 10.00000 900.00 Drainage Sump Excavation | | | 0920 680A000 LUMP| 100000.00000 100000.00| 90000.00000 90000.00| 90000.00000 90000.00 Engineering Controls | | | 0930 701A028 5.000 MILE| 1260.00000 6300.00| 1260.00000 6300.00| 1600.00000 8000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0940 701A032 1.000 MILE| 1260.00000 1260.00| 1260.00000 1260.00| 1600.00000 1600.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0950 701A041 3.000 MILE| 1050.00000 3150.00| 1050.00000 3150.00| 1250.00000 3750.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0960 701A046 3.000 MILE| 1100.00000 3300.00| 1100.00000 3300.00| 1250.00000 3750.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0970 701A048 6.000 MILE| 1400.00000 8400.00| 1400.00000 8400.00| 1850.00000 11100.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0980 701B009 325.000 LF | 0.60000 195.00| 0.60000 195.00| 1.00000 325.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0990 701C000 7.000 MILE| 250.00000 1750.00| 250.00000 1750.00| 390.00000 2730.00 Broken Temporary Traffic Stripe | | | 1000 701C001 16.000 MILE| 320.00000 5120.00| 320.00000 5120.00| 430.00000 6880.00 Solid Temporary Traffic Stripe | | | 1010 701D005 1.000 MILE| 850.00000 850.00| 850.00000 850.00| 1450.00000 1450.00 Solid Traffic Stripe Removed | | | 1020 701G121 1046.000 LF | 2.70000 2824.20| 2.70000 2824.20| 1.90000 1987.40 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1030 701G125 1046.000 LF | 3.20000 3347.20| 3.20000 3347.20| 3.90000 4079.40 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1040 701G129 246.000 LF | 2.70000 664.20| 2.70000 664.20| 5.75000 1414.50 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1050 701G133 1046.000 LF | 3.20000 3347.20| 3.20000 3347.20| 4.50000 4707.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 026 -8 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000825026 COUNTIES : TALLADEGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 30002 |(2) 07002 |(3) 03001 |ELLARD CONTR. & ELLARD CONST|GOOD HOPE CONTRACTING CO., I|CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1060 703A002 27268.000 SQFT| 1.60000 43628.80| 1.60000 43628.80| 2.00000 54536.00 Traffic Control Markings, Class 2, Type | | | A | | | 1070 703B002 135.000 SQFT| 1.60000 216.00| 1.60000 216.00| 3.10000 418.50 Traffic Control Legends, Class 2, Type A| | | 1080 705A030 8.000 EACH| 4.25000 34.00| 4.25000 34.00| 5.70000 45.60 Pavement Markers, Class A-H, Type 2-C | | | 1090 705A031 208.000 EACH| 4.25000 884.00| 4.25000 884.00| 5.30000 1102.40 Pavement Markers, Class A-H, Type 1-A | | | 1100 705A032 218.000 EACH| 4.25000 926.50| 4.25000 926.50| 5.30000 1155.40 Pavement Markers, Class A-H, Type 1-B | | | 1110 705A037 619.000 EACH| 4.25000 2630.75| 4.25000 2630.75| 5.60000 3466.40 Pavement Markers, Class A-H, Type 2-D | | | 1120 705A038 110.000 EACH| 4.25000 467.50| 4.25000 467.50| 5.60000 616.00 Pavement Markers, Class A-H, Type 2-E | | | 1130 707B003 2.000 EACH| 135.00000 270.00| 133.00000 266.00| 175.00000 350.00 Type A Hazard Marker Installation | | | 1140 710A115 120.000 SQFT| 15.50000 1860.00| 15.43000 1851.60| 17.50000 2100.00 Class 4, Aluminum Flat Sign Panels | | | 0.08" Thick Or Steel Flat Sign Panels | | | 14 Gauge (Type III Or Type IV | | | Background) | | | 1150 710B001 240.000 LF | 6.00000 1440.00| 6.12000 1468.80| 8.00000 1920.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1160 713A000 70.000 LF | 98.50000 6895.00| 98.50000 6895.00| 50.00000 3500.00 Permanent Barricades | | | 1170 740B000 705.000 SQFT| 9.15000 6450.75| 8.25000 5816.25| 12.00000 8460.00 Construction Signs | | | 1180 740D000 250.000 EACH| 50.00000 12500.00| 44.69000 11172.50| 60.00000 15000.00 Channelizing Drums | | | 1190 740E000 100.000 EACH| 22.00000 2200.00| 10.00000 1000.00| 15.00000 1500.00 Cones (36 Inches High) | | | 1200 740F002 12.000 EACH| 236.00000 2832.00| 212.77000 2553.24| 300.00000 3600.00 Barricades, Type III | | | 1210 740I005 12.000 EACH| 545.00000 6540.00| 492.00000 5904.00| 600.00000 7200.00 Warning Lights, Type B (Detachable Head)| | | 1220 740M000 100.000 EACH| 10.00000 1000.00| 5.00000 500.00| 9.00000 900.00 Weight For Cone | | | 1230 741C010 1.000 EACH| 5192.00000 5192.00| 1500.00000 1500.00| 6000.00000 6000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 026 -9 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000825026 COUNTIES : TALLADEGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 30002 |(2) 07002 |(3) 03001 |ELLARD CONTR. & ELLARD CONST|GOOD HOPE CONTRACTING CO., I|CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1240 750B250 48.000 EACH| 2630.00000 126240.00| 2630.00000 126240.00| 3800.00000 182400.00 Segmented Reflector Luminaire Assembly, | | | Single | | | 1250 750B271 2.000 EACH| 12500.00000 25000.00| 12500.00000 25000.00| 13000.00000 26000.00 Offset Luminaire Assembly With ILD, | | | Double | | | 1260 750C000 1.000 EACH| 850.00000 850.00| 850.00000 850.00| 1100.00000 1100.00 Electrical Junction Box, Type 1 | | | 1270 750C002 4.000 EACH| 350.00000 1400.00| 350.00000 1400.00| 940.00000 3760.00 Electrical Junction Box, Type 3 | | | 1280 750D105 780.000 LF | 3.50000 2730.00| 3.50000 2730.00| 2.90000 2262.00 Non-Metallic Conduit, 1 1/2 Inch | | | 1290 750D155 40.000 LF | 12.00000 480.00| 12.00000 480.00| 3.90000 156.00 Metallic Conduit, 1 1/2 Inch | | | 1300 750E104 1100.000 LF | 0.50000 550.00| 0.50000 550.00| 0.75000 825.00 Conductor, #6 AWG | | | 1310 750E106 2200.000 LF | 0.75000 1650.00| 0.75000 1650.00| 0.99000 2178.00 Conductor, #2 AWG | | | 1320 750F002 1.000 EACH| 6500.00000 6500.00| 6500.00000 6500.00| 4750.00000 4750.00 Lighting Control Center, Type WP | | | 1330 750N011 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| 1975.00000 3950.00 Roadway Pole Foundation, Concrete | | | 1340 750N012 48.000 EACH| 950.00000 45600.00| 950.00000 45600.00| 1250.00000 60000.00 Roadway Pole Foundation, Auger Base | | | 1350 750P000 6760.000 LF | 3.00000 20280.00| 3.00000 20280.00| 3.40000 22984.00 Combined Duct And Cable, 3 #6 AWG | | | 1360 750P006 3600.000 LF | 3.75000 13500.00| 3.75000 13500.00| 4.75000 17100.00 Combined Duct And Cable, 2 #2, 1 #6 AWG | | | 1370 756A021 330.000 LF | 35.00000 11550.00| 35.00000 11550.00| 36.00000 11880.00 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1380 756A023 90.000 LF | 35.00000 3150.00| 35.00000 3150.00| 48.00000 4320.00 5" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1390 998A000 LUMP| 0.00000 0.00| 1.00000 1.00| 10.00000 10.00 Construction Fuel (Maximum Bid Limited | | | To $ 346,000.00) | | | 1400 999 000 3500.000 HOUR| 0.80000 2800.00| 0.80000 2800.00| 0.80000 2800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,500,000.00| $ 6,866,813.26| $ 7,245,515.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,500,000.00| $ 6,866,813.26| $ 7,245,515.85 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 026 -10 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000825026 COUNTIES : TALLADEGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 01007 | | |ALABAMA BRIDGE BUILDERS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 201A000 LUMP| 82500.00000 82500.00| | Clearing & Grubbing (Approximately 55 | | | Acres) | | | 0020 205A004 1.000 EACH| 1500.00000 1500.00| | Removal Of Structures, Structure No. 4 | | | 0030 205A006 1.000 EACH| 1500.00000 1500.00| | Removal Of Structures, Structure No. 6 | | | 0040 205A007 1.000 EACH| 1500.00000 1500.00| | Removal Of Structures, Structure No. 7 | | | 0050 206D000 361.000 LF | 5.00000 1805.00| | Removing Pipe | | | 0060 210A000 87147.000 CYIP| 1.40000 122005.80| | Unclassified Excavation | | | 0070 210D000 226824.000 CYIP| 4.50000 1020708.00| | Borrow Excavation | | | 0080 210F000 356.000 TNIP| 15.00000 5340.00| | Borrow Excavation (Underwater Backfill) | | | 0090 210F001 4404.000 TNIP| 12.00000 52848.00| | Borrow Excavation (Underwater | | | Embankment) | | | 0100 214A000 420.000 CUYD| 5.00000 2100.00| | Structure Excavation | | | 0110 214B001 144.000 CUYD| 12.00000 1728.00| | Foundation Backfill, Commercial | | | 0120 215A000 640.000 CUYD| 15.00000 9600.00| | Unclassified Bridge Excavation | | | 0130 215B000 LUMP| 10000.00000 10000.00| | Cofferdams Or Sheeting And Shoring STA. | | | 65+94.32 | | | 0140 224A000 1400.000 CUYD| 15.00000 21000.00| | Lime Sink Excavation | | | 0150 224C000 400.000 TON | 25.00000 10000.00| | Special Backfill For Lime Sink, AHD #467| | | 0160 224D000 100.000 CUYD| 100.00000 10000.00| | Concrete Seal For Lime Sink | | | 0170 230A000 255.000 RBST| 900.00000 229500.00| | Roadbed Processing | | | 0180 240A000 6.000 EACH| 600.00000 3600.00| | Settlement Plate Assembly | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 026 -11 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000825026 COUNTIES : TALLADEGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 01007 | | |ALABAMA BRIDGE BUILDERS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 250B000 50.000 CUYD| 60.00000 3000.00| | Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0200 250C000 2.000 EACH| 3000.00000 6000.00| | Underground Storage Tank Removal | | | (Specialty Item) | | | 0210 250N000 50.000 GAL | 1.00000 50.00| | Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | 0220 301A012 75670.000 SYCP| 5.03000 380620.10| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0230 315A001 82354.000 SYCP| 7.00000 576478.00| | Drainage Plane Material, 4 Inches Thick | | | 0240 401A000 75670.000 SYCP| 0.17000 12863.90| | Bituminous Treatment A | | | 0250 405A000 4144.000 GAL | 0.80000 3315.20| | Tack Coat | | | 0260 410B000 1.000 EACH| 19415.00000 19415.00| | State Furnished Profilograph | | | 0270 429A220 3916.000 TON | 33.54000 131342.64| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0280 429A226 100.000 TON | 34.32000 3432.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0290 429B221 7155.000 TON | 27.28000 195188.40| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0300 429B225 100.000 TON | 123.50000 12350.00| | Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0310 429C221 12518.000 TON | 26.36000 329974.48| | Improved Bituminous Concrete Base Layer,| | | 1 1/2" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0320 430B002 5152.000 TNCP| 12.50000 64400.00| | Aggregate Surfacing (AHD #467) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 026 -12 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000825026 COUNTIES : TALLADEGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 01007 | | |ALABAMA BRIDGE BUILDERS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 430B012 1000.000 TNCP| 25.00000 25000.00| | Aggregate Surfacing (AHD #410 Or #467) | | | 0340 450B000 489.000 SQYD| 65.00000 31785.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0350 502A000 261300.000 LB | 0.50000 130650.00| | Steel Reinforcement | | | 0360 502B000 LUMP| 116000.00000 116000.00| | Steel Reinforcement For Bridge | | | Superstructure, STA 65+94.32,APPROX.204,| | | 700 LBS. | | | 0370 502B001 LUMP| 35000.00000 35000.00| | Steel Reinforcement For Bridge | | | Superstructure STA 106+00,APPROX 69,900 | | | LBS. | | | 0380 505C002 9196.000 LF | 24.00000 220704.00| | Steel Piling (HP 12x53) | | | 0390 505C006 1980.000 LF | 35.00000 69300.00| | Steel Piling (HP 14x117) | | | 0400 505G003 196.000 EACH| 70.00000 13720.00| | Pile Points (Type A, 12") | | | 0410 505G004 44.000 EACH| 80.00000 3520.00| | Pile Points (Type A, 14") | | | 0420 508A000 34485.000 LB | 2.00000 68970.00| | Structural Steel | | | 0430 510A000 1454.000 CUYD| 200.00000 290800.00| | Bridge Substructure Concrete, Class A | | | 0440 510C051 LUMP| 375000.00000 375000.00| | Bridge Concrete Superstructure, | | | STA.65+94.32, APPROX 924 CU.YDS. | | | 0450 510C052 LUMP| 155000.00000 155000.00| | Bridge Concrete Superstructure, | | | STA.106+00, APPROX 261 CU.YDS. | | | 0460 510E000 3941.000 SQYD| 2.50000 9852.50| | Grooving Concrete Bridge Decks | | | 0470 511A001 66.000 EACH| 100.00000 6600.00| | Elastomeric Bearings, Type 2 | | | 0480 511A004 72.000 EACH| 700.00000 50400.00| | Elastomeric Bearings, Type 4 | | | 0490 513B003 1315.000 LF | 80.00000 105200.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 026 -13 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000825026 COUNTIES : TALLADEGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 01007 | | |ALABAMA BRIDGE BUILDERS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 513B017 3543.000 LF | 160.00000 566880.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0510 530A002 214.000 LF | 34.00000 7276.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0520 530A003 160.000 LF | 43.00000 6880.00| | 30" Roadway Pipe (Class 3 R.C.) | | | 0530 530A004 96.000 LF | 53.00000 5088.00| | 36" Roadway Pipe (Class 3 R.C.) | | | 0540 535A001 364.000 LF | 25.00000 9100.00| | 18" Side Drain Pipe | | | 0550 600A000 LUMP| 763811.36000 763811.36| | Mobilization | | | 0560 601A000 1.000 EACH| 5000.00000 5000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0570 602A000 52.000 EACH| 100.00000 5200.00| | Right Of Way Markers | | | 0580 606A000 300.000 LF | 15.00000 4500.00| | 6" Underdrain Pipe | | | 0590 607A000 35490.000 LF | 0.30000 10647.00| | Drill Holes | | | 0600 607B000 283920.000 LF | 0.30000 85176.00| | Vertical Drainage Wicks | | | 0610 607C000 65.000 CUYD| 25.00000 1625.00| | Granular Backfill For Drilled Holes | | | 0620 608A000 27452.000 SQYD| 1.50000 41178.00| | Separation Geotextile | | | 0630 610C001 2553.000 TON | 25.00000 63825.00| | Loose Riprap, Class 2 | | | 0640 610D003 3062.000 SQYD| 3.00000 9186.00| | Filter Blanket, Geotextile | | | 0650 614A000 48.000 CUYD| 200.00000 9600.00| | Slope Paving | | | 0660 614A001 186.000 CUYD| 225.00000 41850.00| | Slope Paving (Under Bridges) | | | 0670 619A003 4.000 EACH| 650.00000 2600.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0680 619A004 4.000 EACH| 850.00000 3400.00| | 30" Roadway Pipe End Treatment, Class 1 | | | 0690 619A055 2.000 EACH| 1500.00000 3000.00| | 36" Roadway Pipe End Treatment, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 026 -14 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000825026 COUNTIES : TALLADEGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 01007 | | |ALABAMA BRIDGE BUILDERS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 619A101 12.000 EACH| 500.00000 6000.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0710 630A000 1639.000 LF | 10.15000 16635.85| | Steel Beam Guardrail, Class A, Type 1 | | | 0720 630C003 8.000 EACH| 980.00000 7840.00| | Guardrail End Anchor, Type 13 | | | 0730 630C070 8.000 EACH| 1200.00000 9600.00| | Guardrail End Anchor, Type 10 Series | | | 0740 650B000 23564.000 CYIP| 2.50000 58910.00| | Topsoil From Stockpiles | | | 0750 652A050 22.000 ACRE| 500.00000 11000.00| | Seeding (Mix 1A) | | | 0760 652A053 2.000 ACRE| 550.00000 1100.00| | Seeding (Mix 1E) | | | 0770 652B050 16.000 ACRE| 350.00000 5600.00| | Temporary Seeding (Mix 1AT) | | | 0780 652D050 16.000 ACRE| 450.00000 7200.00| | Seeding In Stubble (Mix 1A) | | | 0790 654A001 41.000 SQYD| 5.00000 205.00| | Solid Sodding (Bermuda) | | | 0800 656A000 38.000 ACRE| 380.00000 14440.00| | Mulching, Class A, Type 1 | | | 0810 656A001 2.000 ACRE| 400.00000 800.00| | Mulching, Class A, Type 2 | | | 0820 665A000 20.000 ACRE| 350.00000 7000.00| | Temporary Seeding | | | 0830 665B000 20.000 ACRE| 300.00000 6000.00| | Temporary Mulching | | | 0840 665C000 295.000 LF | 25.00000 7375.00| | 15" Temporary Pipe | | | 0850 665E000 40.000 SQYD| 5.00000 200.00| | Polyethylene | | | 0860 665F000 295.000 EACH| 6.00000 1770.00| | Hay Bales | | | 0870 665G000 40.000 EACH| 5.00000 200.00| | Sand Bags | | | 0880 665H000 19.000 EACH| 750.00000 14250.00| | Erosion Control Check Dams, Type 1 | | | 0890 665I000 1400.000 TON | 25.00000 35000.00| | Temporary Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 026 -15 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000825026 COUNTIES : TALLADEGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 01007 | | |ALABAMA BRIDGE BUILDERS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 665J000 25320.000 LF | 3.25000 82290.00| | Silt Fence, Type A | | | 0910 665K000 90.000 CUYD| 10.00000 900.00| | Drainage Sump Excavation | | | 0920 680A000 LUMP| 75000.00000 75000.00| | Engineering Controls | | | 0930 701A028 5.000 MILE| 1400.00000 7000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0940 701A032 1.000 MILE| 1400.00000 1400.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0950 701A041 3.000 MILE| 1000.00000 3000.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0960 701A046 3.000 MILE| 1000.00000 3000.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0970 701A048 6.000 MILE| 1600.00000 9600.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0980 701B009 325.000 LF | 0.72000 234.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0990 701C000 7.000 MILE| 340.00000 2380.00| | Broken Temporary Traffic Stripe | | | 1000 701C001 16.000 MILE| 380.00000 6080.00| | Solid Temporary Traffic Stripe | | | 1010 701D005 1.000 MILE| 1200.00000 1200.00| | Solid Traffic Stripe Removed | | | 1020 701G121 1046.000 LF | 1.60000 1673.60| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1030 701G125 1046.000 LF | 3.53000 3692.38| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1040 701G129 246.000 LF | 4.75000 1168.50| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1050 701G133 1046.000 LF | 3.71000 3880.66| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 026 -16 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000825026 COUNTIES : TALLADEGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 01007 | | |ALABAMA BRIDGE BUILDERS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1060 703A002 27268.000 SQFT| 1.80000 49082.40| | Traffic Control Markings, Class 2, Type | | | A | | | 1070 703B002 135.000 SQFT| 2.80000 378.00| | Traffic Control Legends, Class 2, Type A| | | 1080 705A030 8.000 EACH| 5.25000 42.00| | Pavement Markers, Class A-H, Type 2-C | | | 1090 705A031 208.000 EACH| 5.00000 1040.00| | Pavement Markers, Class A-H, Type 1-A | | | 1100 705A032 218.000 EACH| 5.00000 1090.00| | Pavement Markers, Class A-H, Type 1-B | | | 1110 705A037 619.000 EACH| 5.25000 3249.75| | Pavement Markers, Class A-H, Type 2-D | | | 1120 705A038 110.000 EACH| 5.25000 577.50| | Pavement Markers, Class A-H, Type 2-E | | | 1130 707B003 2.000 EACH| 175.00000 350.00| | Type A Hazard Marker Installation | | | 1140 710A115 120.000 SQFT| 21.00000 2520.00| | Class 4, Aluminum Flat Sign Panels | | | 0.08" Thick Or Steel Flat Sign Panels | | | 14 Gauge (Type III Or Type IV | | | Background) | | | 1150 710B001 240.000 LF | 7.50000 1800.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1160 713A000 70.000 LF | 98.50000 6895.00| | Permanent Barricades | | | 1170 740B000 705.000 SQFT| 11.00000 7755.00| | Construction Signs | | | 1180 740D000 250.000 EACH| 60.00000 15000.00| | Channelizing Drums | | | 1190 740E000 100.000 EACH| 17.00000 1700.00| | Cones (36 Inches High) | | | 1200 740F002 12.000 EACH| 285.00000 3420.00| | Barricades, Type III | | | 1210 740I005 12.000 EACH| 660.00000 7920.00| | Warning Lights, Type B (Detachable Head)| | | 1220 740M000 100.000 EACH| 7.00000 700.00| | Weight For Cone | | | 1230 741C010 1.000 EACH| 6300.00000 6300.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 026 -17 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000825026 COUNTIES : TALLADEGA LETTING DATE : 08/25/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 01007 | | |ALABAMA BRIDGE BUILDERS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1240 750B250 48.000 EACH| 2630.00000 126240.00| | Segmented Reflector Luminaire Assembly, | | | Single | | | 1250 750B271 2.000 EACH| 12000.00000 24000.00| | Offset Luminaire Assembly With ILD, | | | Double | | | 1260 750C000 1.000 EACH| 850.00000 850.00| | Electrical Junction Box, Type 1 | | | 1270 750C002 4.000 EACH| 350.00000 1400.00| | Electrical Junction Box, Type 3 | | | 1280 750D105 780.000 LF | 3.50000 2730.00| | Non-Metallic Conduit, 1 1/2 Inch | | | 1290 750D155 40.000 LF | 12.00000 480.00| | Metallic Conduit, 1 1/2 Inch | | | 1300 750E104 1100.000 LF | 0.50000 550.00| | Conductor, #6 AWG | | | 1310 750E106 2200.000 LF | 0.75000 1650.00| | Conductor, #2 AWG | | | 1320 750F002 1.000 EACH| 6500.00000 6500.00| | Lighting Control Center, Type WP | | | 1330 750N011 2.000 EACH| 1200.00000 2400.00| | Roadway Pole Foundation, Concrete | | | 1340 750N012 48.000 EACH| 950.00000 45600.00| | Roadway Pole Foundation, Auger Base | | | 1350 750P000 6760.000 LF | 3.00000 20280.00| | Combined Duct And Cable, 3 #6 AWG | | | 1360 750P006 3600.000 LF | 3.75000 13500.00| | Combined Duct And Cable, 2 #2, 1 #6 AWG | | | 1370 756A021 330.000 LF | 35.00000 11550.00| | 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1380 756A023 90.000 LF | 35.00000 3150.00| | 5" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1390 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 346,000.00) | | | 1400 999 000 3500.000 HOUR| 0.80000 2800.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 7,466,113.02| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,466,113.02| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20000825028 COUNTIES : DALE LETTING DATE : 08/25/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 85 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ER-7100(18) for constructing the Flood Damage Repair (Grade, Drainage and Pavement) at various sites in Dale County as indicated on the plans. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13092 MCCLAIN CONTRACTING COMPANY, INC. $ 586,534.06 100.0000% 2 03081 CARDWELL CORPORATION $ 642,365.70 109.5189% 3 16048 WALKER PATTON COMPANY, INC. $ 644,680.97 109.9136% 4 02032 BULLARD EXCAVATING, INC. $ 722,050.67 123.1046% 5 18005 GRADY RALLS & SONS, INC. $ 741,079.05 126.3488% 6 03047 CARTER'S CONTRACTING SERVICES, INC. $ 742,429.85 126.5791% 7 07001 S. A. GRAHAM COMPANY, INC. $ 742,992.95 126.6751% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000825028 COUNTIES : DALE LETTING DATE : 08/25/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 13092 |(2) 03081 |(3) 16048 |MCCLAIN CONTRACTING COMPANY,|CARDWELL CORPORATION |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 4940.00000 4940.00| 5000.00000 5000.00| 5000.00000 5000.00 Clearing & Grubbing (Approximately 2 | | | Hectares) | | | 0020 206C003 1800.000 M2 | 3.00000 5400.00| 1.20000 2160.00| 1.20000 2160.00 Removing Concrete Flumes | | | 0030 206D000 13.000 M | 32.80000 426.40| 10.00000 130.00| 10.00000 130.00 Removing Pipe | | | 0040 210A000 2615.000 M3 | 3.00000 7845.00| 4.00000 10460.00| 4.12000 10773.80 Unclassified Excavation | | | 0050 210D000 4070.000 M3 | 5.50000 22385.00| 5.90000 24013.00| 5.46000 22222.20 Borrow Excavation | | | 0060 214A000 173.000 M3 | 10.50000 1816.50| 3.00000 519.00| 4.00000 692.00 Structure Excavation | | | 0070 214B001 254.000 M3 | 30.60000 7772.40| 40.00000 10160.00| 43.75000 11112.50 Foundation Backfill, Commercial | | | 0080 429B246 15.000 MTON| 70.00000 1050.00| 90.00000 1350.00| 78.00000 1170.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0090 430B000 120.000 MTON| 27.50000 3300.00| 22.00000 2640.00| 23.50000 2820.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0100 530A001 14.000 M | 75.46000 1056.44| 76.00000 1064.00| 80.00000 1120.00 450 mm Roadway Pipe (Class 3 R.C.) | | | 0110 530A006 17.000 M | 260.00000 4420.00| 338.00000 5746.00| 388.00000 6596.00 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0120 530A007 15.000 M | 380.56000 5708.40| 394.00000 5910.00| 382.00000 5730.00 1350 mm Roadway Pipe (Class 3 R.C.) | | | 0130 530A106 9.000 M | 262.50000 2362.50| 400.00000 3600.00| 388.00000 3492.00 1200 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0140 530A208 31.000 M | 246.05000 7627.55| 335.00000 10385.00| 335.00000 10385.00 1500mm Roadway Pipe(2.0 mm Wall | | | Thickness C.C.S.P.I) | | | 0150 530B010 6.000 M | 589.77000 3538.62| 900.00000 5400.00| 1000.00000 6000.00 2590 mm Span X 1575 mm Rise Roadway | | | Pipe(Class 3 R.C.) | | | 0160 600A000 LUMP| 45000.00000 45000.00| 5500.00000 5500.00| 7500.00000 7500.00 Mobilization | | | 0170 602A000 28.000 EACH| 90.00000 2520.00| 60.00000 1680.00| 50.00000 1400.00 Right Of Way Markers | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000825028 COUNTIES : DALE LETTING DATE : 08/25/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 13092 |(2) 03081 |(3) 16048 |MCCLAIN CONTRACTING COMPANY,|CARDWELL CORPORATION |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 606A000 302.000 M | 16.40000 4952.80| 24.00000 7248.00| 23.00000 6946.00 150 mm Underdrain Pipe | | | 0190 610C001 8998.000 MTON| 28.60000 257342.80| 29.75000 267690.50| 30.16000 271379.68 Loose Riprap, Class 2 | | | 0200 610D003 7375.000 M2 | 2.15000 15856.25| 3.00000 22125.00| 2.67000 19691.25 Filter Blanket, Geotextile | | | 0210 614A000 264.000 M3 | 261.60000 69062.40| 294.00000 77616.00| 285.00000 75240.00 Slope Paving | | | 0220 619A002 1.000 EACH| 375.00000 375.00| 500.00000 500.00| 495.00000 495.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0230 619A057 1.000 EACH| 1300.00000 1300.00| 2300.00000 2300.00| 4100.00000 4100.00 1200 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0240 619A058 1.000 EACH| 1500.00000 1500.00| 2600.00000 2600.00| 2750.00000 2750.00 1350 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0250 619B075 2.000 EACH| 1100.00000 2200.00| 4100.00000 8200.00| 4000.00000 8000.00 2590 mm Span, 1575 mm Rise Roadway Pipe | | | End Treatment, Class 2 | | | 0260 620A000 2.000 M3 | 589.50000 1179.00| 1200.00000 2400.00| 1150.00000 2300.00 Minor Structure Concrete | | | 0270 621A004 2.000 EACH| 2900.00000 5800.00| 8000.00000 16000.00| 7100.00000 14200.00 Junction Boxes, Type 4 | | | 0280 621A005 4.000 EACH| 2100.00000 8400.00| 4500.00000 18000.00| 4250.00000 17000.00 Junction Boxes, Type 1 | | | 0290 621A022 2.000 EACH| 2950.00000 5900.00| 8000.00000 16000.00| 7400.00000 14800.00 Junction Boxes, Type 1 (Modified) | | | 0300 621B004 1.000 EACH| 600.00000 600.00| 900.00000 900.00| 775.00000 775.00 Junction Box Units, Type 4 | | | 0310 621B005 7.000 EACH| 600.00000 4200.00| 700.00000 4900.00| 675.00000 4725.00 Junction Box Units, Type 1 | | | 0320 621C005 1.000 EACH| 3500.00000 3500.00| 6400.00000 6400.00| 5900.00000 5900.00 Inlets, Type IJ | | | 0330 621C007 1.000 EACH| 3500.00000 3500.00| 8400.00000 8400.00| 8275.00000 8275.00 Inlets, Type MN | | | 0340 621D005 3.000 EACH| 600.00000 1800.00| 800.00000 2400.00| 775.00000 2325.00 Inlet Units, Type IJ | | | 0350 621I007 1.000 EACH| 21000.00000 21000.00| 40000.00000 40000.00| 41800.00000 41800.00 Stilling Basins, Type 7 | | | 0360 636A002 56.000 M | 16.50000 924.00| 9.00000 504.00| 10.00000 560.00 Barbed Wire Fence, 5 Strands, 1.52 | | | Meter High | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 028 -4 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000825028 COUNTIES : DALE LETTING DATE : 08/25/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 13092 |(2) 03081 |(3) 16048 |MCCLAIN CONTRACTING COMPANY,|CARDWELL CORPORATION |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 650A000 393.000 M3 | 13.00000 5109.00| 8.00000 3144.00| 8.88000 3489.84 Topsoil | | | 0380 652A061 3.000 HA | 1852.50000 5557.50| 1729.70000 5189.10| 1700.00000 5100.00 Seeding (Mix 3E) | | | 0390 654A001 487.000 M2 | 6.00000 2922.00| 6.00000 2922.00| 5.00000 2435.00 Solid Sodding (Bermuda) | | | 0400 656A001 3.000 HA | 1852.50000 5557.50| 1729.70000 5189.10| 1700.00000 5100.00 Mulching, Class A, Type 2 | | | 0410 665F000 50.000 EACH| 6.00000 300.00| 3.00000 150.00| 4.00000 200.00 Hay Bales | | | 0420 665J000 465.000 M | 14.80000 6882.00| 10.00000 4650.00| 8.98000 4175.70 Silt Fence, Type A | | | 0430 665K000 30.000 M3 | 3.00000 90.00| 12.00000 360.00| 20.00000 600.00 Drainage Sump Excavation | | | 0440 680A000 LUMP| 1000.00000 1000.00| 4000.00000 4000.00| 6100.00000 6100.00 Engineering Controls | | | 0450 740B000 80.000 M2 | 108.00000 8640.00| 90.00000 7200.00| 92.00000 7360.00 Construction Signs | | | 0460 740D000 129.000 EACH| 60.00000 7740.00| 40.00000 5160.00| 45.00000 5805.00 Channelizing Drums | | | 0470 740E000 225.000 EACH| 15.00000 3375.00| 15.00000 3375.00| 12.00000 2700.00 Cones (900 mm High) | | | 0480 740M000 225.000 EACH| 8.00000 1800.00| 5.00000 1125.00| 6.00000 1350.00 Ballast For Cone | | | 0490 998A000 LUMP| 1000.00000 1000.00| 1.00000 1.00| 700.00000 700.00 Construction Fuel (Maximum Bid Limited | | | To $ 2500.00) | | | SECTION TOTALS | $ 586,534.06| $ 642,365.70| $ 644,680.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 586,534.06| $ 642,365.70| $ 644,680.97 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 028 -5 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000825028 COUNTIES : DALE LETTING DATE : 08/25/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 02032 |(5) 18005 |(6) 03047 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |CARTER'S CONTRACTING SERVICE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 7000.00000 7000.00 Clearing & Grubbing (Approximately 2 | | | Hectares) | | | 0020 206C003 1800.000 M2 | 4.45000 8010.00| 18.00000 32400.00| 2.50000 4500.00 Removing Concrete Flumes | | | 0030 206D000 13.000 M | 100.00000 1300.00| 25.00000 325.00| 30.00000 390.00 Removing Pipe | | | 0040 210A000 2615.000 M3 | 7.00000 18305.00| 4.75000 12421.25| 8.50000 22227.50 Unclassified Excavation | | | 0050 210D000 4070.000 M3 | 12.00000 48840.00| 10.25000 41717.50| 12.00000 48840.00 Borrow Excavation | | | 0060 214A000 173.000 M3 | 10.00000 1730.00| 12.00000 2076.00| 15.00000 2595.00 Structure Excavation | | | 0070 214B001 254.000 M3 | 35.00000 8890.00| 27.00000 6858.00| 35.00000 8890.00 Foundation Backfill, Commercial | | | 0080 429B246 15.000 MTON| 200.00000 3000.00| 300.00000 4500.00| 200.00000 3000.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0090 430B000 120.000 MTON| 20.00000 2400.00| 28.00000 3360.00| 35.00000 4200.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0100 530A001 14.000 M | 67.46000 944.44| 51.00000 714.00| 98.00000 1372.00 450 mm Roadway Pipe (Class 3 R.C.) | | | 0110 530A006 17.000 M | 337.08000 5730.36| 235.00000 3995.00| 375.00000 6375.00 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0120 530A007 15.000 M | 406.38000 6095.70| 295.00000 4425.00| 500.00000 7500.00 1350 mm Roadway Pipe (Class 3 R.C.) | | | 0130 530A106 9.000 M | 337.08000 3033.72| 235.00000 2115.00| 375.00000 3375.00 1200 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0140 530A208 31.000 M | 300.00000 9300.00| 235.00000 7285.00| 375.00000 11625.00 1500mm Roadway Pipe(2.0 mm Wall | | | Thickness C.C.S.P.I) | | | 0150 530B010 6.000 M | 1179.54000 7077.24| 652.00000 3912.00| 2000.00000 12000.00 2590 mm Span X 1575 mm Rise Roadway | | | Pipe(Class 3 R.C.) | | | 0160 600A000 LUMP| 51001.40000 51001.40| 50800.00000 50800.00| 56000.00000 56000.00 Mobilization | | | 0170 602A000 28.000 EACH| 60.00000 1680.00| 85.00000 2380.00| 95.00000 2660.00 Right Of Way Markers | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 8/28/00 PAGE : 028 -6 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000825028 COUNTIES : DALE LETTING DATE : 08/25/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 02032 |(5) 18005 |(6) 03047 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |CARTER'S CONTRACTING SERVICE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 606A000 302.000 M | 33.00000 9966.00| 22.00000 6644.00| 24.30000 7338.60 150 mm Underdrain Pipe | | | 0190 610C001 8998.000 MTON| 32.00000 287936.00| 33.00000 296934.00| 32.00000 287936.00 Loose Riprap, Class 2 | | | 0200 610D003 7375.000 M2 | 2.50000 18437.50| 1.50000 11062.50| 2.50000 18437.50 Filter Blanket, Geotextile | | | 0210 614A000 264.000 M3 | 300.00000 79200.00| 300.00000 79200.00| 300.00000 79200.00 Slope Paving | | | 0220 619A002 1.000 EACH| 475.00000 475.00| 600.00000 600.00| 475.00000 475.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0230 619A057 1.000 EACH| 2500.00000 2500.00| 1800.00000 1800.00| 2500.00000 2500.00 1200 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0240 619A058 1.000 EACH| 3250.00000 3250.00| 1950.00000 1950.00| 3250.00000 3250.00 1350 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0250 619B075 2.000 EACH| 3500.00000 7000.00| 2850.00000 5700.00| 3500.00000 7000.00 2590 mm Span, 1575 mm Rise Roadway Pipe | | | End Treatment, Class 2 | | | 0260 620A000 2.000 M3 | 700.00000 1400.00| 800.00000 1600.00| 700.00000 1400.00 Minor Structure Concrete | | | 0270 621A004 2.000 EACH| 3000.00000 6000.00| 2800.00000 5600.00| 3000.00000 6000.00 Junction Boxes, Type 4 | | | 0280 621A005 4.000 EACH| 1800.00000 7200.00| 2000.00000 8000.00| 1800.00000 7200.00 Junction Boxes, Type 1 | | | 0290 621A022 2.000 EACH| 10000.00000 20000.00| 2500.00000 5000.00| 10000.00000 20000.00 Junction Boxes, Type 1 (Modified) | | | 0300 621B004 1.000 EACH| 600.00000 600.00| 750.00000 750.00| 600.00000 600.00 Junction Box Units, Type 4 | | | 0310 621B005 7.000 EACH| 500.00000 3500.00| 550.00000 3850.00| 500.00000 3500.00 Junction Box Units, Type 1 | | | 0320 621C005 1.000 EACH| 5000.00000 5000.00| 3500.00000 3500.00| 5000.00000 5000.00 Inlets, Type IJ | | | 0330 621C007 1.000 EACH| 5500.00000 5500.00| 4500.00000 4500.00| 5500.00000 5500.00 Inlets, Type MN | | | 0340 621D005 3.000 EACH| 1000.00000 30