ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20040625001 COUNTIES : MOBILE LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : MOBILE PROJECT(S) : IM-I010(314) for constructing the Interchange Improvements including Lighting on I-10 at Virginia Street in Mobile. Length 0.203 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 277,901.20 100.0000% 2 23029 J. S. WALTON & COMPANY, INC. $ 343,396.52 123.5678% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040625001 COUNTIES : MOBILE LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23029 |( ) |HOSEA O. WEAVER & SONS, INC |J. S. WALTON & COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C000 197.000 SQYD| 6.10000 1201.70| 12.05000 2373.85| Removing Concrete Sidewalk | | | 0020 206D003 830.000 LF | 5.79000 4805.70| 2.86000 2373.80| Removing Curb And Gutter | | | 0030 206D006 1751.000 LF | 1.64000 2871.64| 3.00000 5253.00| Removing Industrial Fence | | | 0040 206E001 3.000 EACH| 309.22000 927.66| 330.64000 991.92| Removing Inlets | | | 0050 210A000 776.000 CUYD| 10.66000 8272.16| 19.15000 14860.40| Unclassified Excavation | | | 0060 214A000 107.000 CUYD| 13.87000 1484.09| 16.96000 1814.72| Structure Excavation | | | 0070 214B000 40.000 CUYD| 17.51000 700.40| 30.54000 1221.60| Foundation Backfill, Local | | | 0080 230A000 12.000 RBST| 388.19000 4658.28| 384.91000 4618.92| Roadbed Processing | | | 0090 301A012 1884.000 SQYD| 10.71000 20177.64| 10.77000 20290.68| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 1512.000 SQYD| 0.49000 740.88| 1.84000 2782.08| Bituminous Treatment A | | | 0110 405A000 199.000 GAL | 1.31000 260.69| 1.84000 366.16| Tack Coat | | | 0120 408A052 3146.000 SQYD| 1.85000 5820.10| 3.68000 11577.28| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0130 424A360 283.000 TON | 77.38000 21898.54| 92.07000 26055.81| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424B651 190.000 TON | 118.75000 22562.50| 85.93000 16326.70| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0150 424B655 50.000 TON | 68.50000 3425.00| 122.76000 6138.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040625001 COUNTIES : MOBILE LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23029 |( ) |HOSEA O. WEAVER & SONS, INC |J. S. WALTON & COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B681 191.000 TON | 116.80000 22308.80| 85.93000 16412.63| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 430B040 30.000 TON | 31.70000 951.00| 30.20000 906.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0180 530A000 106.000 LF | 34.06000 3610.36| 23.33000 2472.98| 15" Roadway Pipe (Class 3 R.C.) | | | 0190 530A100 12.000 LF | 87.53000 1050.36| 61.54000 738.48| 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0200 600A000 LUMP| 34810.48000 34810.48| 40000.00000 40000.00| Mobilization | | | 0210 614A000 24.000 CUYD| 235.00000 5640.00| 288.49000 6923.76| Slope Paving | | | 0220 618A000 122.000 SQYD| 23.00000 2806.00| 28.24000 3445.28| Concrete Sidewalk, 4" Thick | | | 0230 621A005 1.000 EACH| 3000.00000 3000.00| 3682.86000 3682.86| Junction Boxes, Type 1 | | | 0240 621C008 1.000 EACH| 4200.00000 4200.00| 5156.00000 5156.00| Inlets, Type E | | | 0250 621C027 2.000 EACH| 1600.00000 3200.00| 1964.19000 3928.38| Inlets, Type C | | | 0260 621C031 1.000 EACH| 2000.00000 2000.00| 2455.24000 2455.24| Inlets, Type S3 (1 Wing) | | | 0270 621D002 2.000 EACH| 400.00000 800.00| 491.05000 982.10| Inlet Units, Type C | | | 0280 623A000 40.000 LF | 35.00000 1400.00| 42.97000 1718.80| Concrete Gutter | | | 0290 623C000 629.000 LF | 12.00000 7548.00| 14.73000 9265.17| Combination Curb & Gutter, Type C | | | 0300 634A002 570.000 LF | 16.50000 9405.00| 14.73000 8396.10| Industrial Fence, 6 Feet High | | | 0310 641A514 20.000 LF | 13.60000 272.00| 16.70000 334.00| 1 Inch Copper Water Service Line Laid | | | 0320 641A612 30.000 LF | 24.00000 720.00| 29.46000 883.80| 6 Inch Ductile Iron Water Main Laid | | | 0330 641C500 225.000 LB | 3.00000 675.00| 3.68000 828.00| Ductile Iron Fittings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040625001 COUNTIES : MOBILE LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23029 |( ) |HOSEA O. WEAVER & SONS, INC |J. S. WALTON & COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 641E500 1.000 EACH| 750.00000 750.00| 920.71000 920.71| Fire Hydrant Reset | | | 0350 641L500 1.000 CUYD| 350.00000 350.00| 429.67000 429.67| Concrete for Water Mains (Thrust Blocks | | | 0360 641M512 6.000 EACH| 48.00000 288.00| 58.93000 353.58| 6 Inch Retainer Gland | | | 0370 641R515 1.000 EACH| 400.00000 400.00| 491.05000 491.05| 1 Inch Water Meter And Box Reset | | | 0380 645K500 6.000 EACH| 575.00000 3450.00| 583.12000 3498.72| Manhole Frame And Cover Reset | | | 0390 650A000 175.000 CUYD| 20.59000 3603.25| 23.41000 4096.75| Topsoil | | | 0400 652A057 1.000 ACRE| 600.00000 600.00| 1370.19000 1370.19| Seeding (Mix 3A) | | | 0410 654A000 120.000 SQYD| 4.00000 480.00| 4.38000 525.60| Solid Sodding | | | 0420 656A000 1.000 ACRE| 550.00000 550.00| 1152.15000 1152.15| Mulching, Class A, Type 1 | | | 0430 665A000 1.000 ACRE| 500.00000 500.00| 653.66000 653.66| Temporary Seeding | | | 0440 665B000 1.000 ACRE| 500.00000 500.00| 568.08000 568.08| Temporary Mulching | | | 0450 665J000 600.000 LF | 4.66000 2796.00| 4.42000 2652.00| Silt Fence, Type A | | | 0460 665O001 600.000 LF | 1.74000 1044.00| 2.97000 1782.00| Silt Fence Removal | | | 0470 665Q000 200.000 LF | 10.90000 2180.00| 14.62000 2924.00| 12 Inch Wattle | | | 0480 672B000 10.000 LB | 14.39000 143.90| 54.51000 545.10| Flocculant Powder | | | 0490 680A000 LUMP| 8256.54000 8256.54| 25000.00000 25000.00| Engineering Controls | | | 0500 701A028 1.000 MILE| 1620.00000 1620.00| 2455.24000 2455.24| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0510 701A041 1.000 MILE| 1050.00000 1050.00| 1227.62000 1227.62| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0520 701A048 1.000 MILE| 1845.00000 1845.00| 3069.05000 3069.05| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040625001 COUNTIES : MOBILE LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23029 |( ) |HOSEA O. WEAVER & SONS, INC |J. S. WALTON & COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 701B009 555.000 LF | 0.85000 471.75| 1.23000 682.65| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0540 701C000 1.000 MILE| 600.00000 600.00| 613.81000 613.81| Broken Temporary Traffic Stripe | | | 0550 701C001 1.000 MILE| 650.00000 650.00| 613.81000 613.81| Solid Temporary Traffic Stripe | | | 0560 703A002 811.000 SQFT| 2.45000 1986.95| 3.07000 2489.77| Traffic Control Markings, Class 2, Type | | | A | | | 0570 703B002 112.000 SQFT| 3.10000 347.20| 4.30000 481.60| Traffic Control Legends, Class 2, Type | | | 0580 703D001 480.000 SQFT| 1.90000 912.00| 1.84000 883.20| Temporary Traffic Control Markings | | | 0590 705A030 26.000 EACH| 4.65000 120.90| 6.14000 159.64| Pavement Markers, Class A-H, Type 2-C | | | 0600 705A032 43.000 EACH| 4.65000 199.95| 6.14000 264.02| Pavement Markers, Class A-H, Type 1-B | | | 0610 705A037 12.000 EACH| 4.65000 55.80| 6.14000 73.68| Pavement Markers, Class A-H, Type 2-D | | | 0620 705A038 35.000 EACH| 4.65000 162.75| 6.14000 214.90| Pavement Markers, Class A-H, Type 2-E | | | 0630 740B000 422.000 SQFT| 13.24000 5587.28| 15.00000 6330.00| Construction Signs | | | 0640 740D000 50.000 EACH| 60.18000 3009.00| 4.73000 236.50| Channelizing Drums | | | 0650 740E000 50.000 EACH| 13.24000 662.00| 4.73000 236.50| Cones (36 Inches High) | | | 0660 740F002 7.000 EACH| 334.35000 2340.45| 53.11000 371.77| Barricades, Type III | | | 0670 740M001 50.000 EACH| 6.69000 334.50| 4.05000 202.50| Ballast For Cone | | | 0680 740Q000 250.000 LF | 3.80000 950.00| 1.01000 252.50| Construction Safety Fence | | | 0690 750Z100 LUMP| 24900.00000 24900.00| 50000.00000 50000.00| Roadway Lighting System(Rehabilitation) | | | SECTION TOTALS | $ 277,901.20| $ 343,396.52| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 277,901.20| $ 343,396.52| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20040625002 COUNTIES : MOBILE LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : IM-I065(316) for constructing the Interchange Lighting on I-65 at S.R.#13 (U.S.#43) south of Creola. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20003 TEMPLE ELECTRIC COMPANY, INC. $ 797,676.00 100.0000% 2 19055 SHOALS ELECTRIC COMPANY, INC. $ 806,966.00 101.1646% 3 02057 BAGBY & RUSSELL ELECTRIC COMPANY, INC. $ 1,076,715.92 134.9816% 4 08002 H & H ELECTRIC COMPANY, INC. $ 1,233,400.00 154.6242% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040625002 COUNTIES : MOBILE LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 20003 |( 2 ) 19055 |( 3 ) 02057 |TEMPLE ELECTRIC COMPANY, IN |SHOALS ELECTRIC COMPANY, IN |BAGBY & RUSSELL ELECTRIC CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 35000.00000 35000.00| 65000.00000 65000.00| 5000.00000 5000.00 Mobilization | | | 0020 665F000 300.000 EACH| 6.00000 1800.00| 6.00000 1800.00| 6.30000 1890.00 Hay Bales | | | 0030 665G000 100.000 EACH| 3.00000 300.00| 5.00000 500.00| 6.30000 630.00 Sand Bags | | | 0040 665J000 1000.000 LF | 3.50000 3500.00| 5.25000 5250.00| 8.40000 8400.00 Silt Fence, Type A | | | 0050 665O001 1000.000 LF | 1.50000 1500.00| 1.50000 1500.00| 2.10000 2100.00 Silt Fence Removal | | | 0060 740B000 1264.000 SQFT| 9.00000 11376.00| 12.75000 16116.00| 11.03000 13941.92 Construction Signs | | | 0070 740D000 50.000 EACH| 50.00000 2500.00| 60.00000 3000.00| 73.50000 3675.00 Channelizing Drums | | | 0080 740E000 200.000 EACH| 10.00000 2000.00| 12.00000 2400.00| 12.60000 2520.00 Cones (36 Inches High) | | | 0090 740M001 200.000 EACH| 1.00000 200.00| 7.00000 1400.00| 8.40000 1680.00 Ballast For Cone | | | 0100 741C010 1.000 EACH| 4500.00000 4500.00| 5000.00000 5000.00| 4200.00000 4200.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0110 750Z010 LUMP| 735000.00000 735000.00| 705000.00000 705000.00| 1032679.00000 1032679.00 Roadway Lighting System | | | SECTION TOTALS | $ 797,676.00| $ 806,966.00| $ 1,076,715.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 797,676.00| $ 806,966.00| $ 1,076,715.92 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040625002 COUNTIES : MOBILE LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 08002 |( ) |( ) |H & H ELECTRIC COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 24000.00000 24000.00| | Mobilization | | | 0020 665F000 300.000 EACH| 7.00000 2100.00| | Hay Bales | | | 0030 665G000 100.000 EACH| 7.00000 700.00| | Sand Bags | | | 0040 665J000 1000.000 LF | 10.00000 10000.00| | Silt Fence, Type A | | | 0050 665O001 1000.000 LF | 2.00000 2000.00| | Silt Fence Removal | | | 0060 740B000 1264.000 SQFT| 11.00000 13904.00| | Construction Signs | | | 0070 740D000 50.000 EACH| 75.00000 3750.00| | Channelizing Drums | | | 0080 740E000 200.000 EACH| 13.00000 2600.00| | Cones (36 Inches High) | | | 0090 740M001 200.000 EACH| 9.00000 1800.00| | Ballast For Cone | | | 0100 741C010 1.000 EACH| 4500.00000 4500.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0110 750Z010 LUMP| 1168046.00000 1168046.00| | Roadway Lighting System | | | SECTION TOTALS | $ 1,233,400.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,233,400.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20040625003 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 CONTRACT TIME : 07/15/06 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : IM-NHF-I020(320) for constructing the Additional Lanes (Including Bridges) on I-20 from MP 160.00 in Pell City to MP 164.26 in Riverside. Length 4.267 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 25,608,369.12 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 26,705,242.51 104.2833% 3 01087 APAC-SOUTHEAST, INC. $ 27,334,875.83 106.7420% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040625003 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 108000.00000 108000.00| 108000.00000 108000.00| 108000.00000 108000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 36 Acres) | | | 0020 201C000 LUMP| 90000.00000 90000.00| 150000.00000 150000.00| 130500.00000 130500.00 Clearing (Approximately 13 Acres) | | | 0030 204A000 1.000 EACH| 5000.00000 5000.00| 1575.00000 1575.00| 1670.00000 1670.00 Closing Water Well | | | 0040 206A050 LUMP| 99000.00000 99000.00| 60000.00000 60000.00| 63600.00000 63600.00 Removal Of Old Bridge, Station STA. | | | 247+52.64 W.B.L. & STA. 247+57.96 | | | 0050 206A051 LUMP| 231000.00000 231000.00| 90000.00000 90000.00| 95400.00000 95400.00 Removal Of Old Bridge, Station STA. | | | 366+99.3 (Partial) | | | 0060 206C001 9510.000 SQYD| 8.67000 82451.70| 15.00000 142650.00| 9.07000 86255.70 Removing Concrete Pavement | | | 0070 206C002 99.000 SQYD| 15.00000 1485.00| 25.00000 2475.00| 26.50000 2623.50 Removing Concrete Slope Paving | | | 0080 206C003 4423.000 SQYD| 4.00000 17692.00| 5.00000 22115.00| 5.30000 23441.90 Removing Concrete Flumes | | | 0090 206C013 247.000 SQYD| 22.00000 5434.00| 25.00000 6175.00| 219.42000 54196.74 Removing Bridge End Slab | | | 0100 206D001 49341.000 LF | 1.10000 54275.10| 4.10000 202298.10| 4.35000 214633.35 Removing Guardrail | | | 0110 206E001 26.000 EACH| 1000.00000 26000.00| 1000.00000 26000.00| 1060.00000 27560.00 Removing Inlets | | | 0120 206E008 59.000 EACH| 55.00000 3245.00| 120.00000 7080.00| 127.20000 7504.80 Removing Guardrail End Anchor (All Type | | | 0130 206E042 11.000 EACH| 1000.00000 11000.00| 1500.00000 16500.00| 1590.00000 17490.00 Removing Inlets (Partial) | | | 0140 210A000 37178.000 CUYD| 8.85000 329025.30| 10.00000 371780.00| 8.59000 319359.02 Unclassified Excavation | | | 0150 210D000 78787.000 CUYD| 9.08000 715385.96| 11.00000 866657.00| 9.12000 718537.44 Borrow Excavation | | | 0160 214A000 10420.000 CUYD| 9.50000 98990.00| 9.50000 98990.00| 10.07000 104929.40 Structure Excavation | | | 0170 214B001 5850.000 CUYD| 10.00000 58500.00| 5.00000 29250.00| 5.30000 31005.00 Foundation Backfill, Commercial | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040625003 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 215A000 331.000 CUYD| 22.00000 7282.00| 30.00000 9930.00| 31.80000 10525.80 Unclassified Bridge Excavation | | | 0190 215B000 LUMP| 30000.00000 30000.00| 10000.00000 10000.00| 10600.00000 10600.00 Cofferdams Or Sheeting And Shoring, STA | | | 247+-52.64 W.B.L. & STA. 247+57.96 | | | 0200 215B001 LUMP| 195000.00000 195000.00| 30000.00000 30000.00| 31800.00000 31800.00 Cofferdams Or Sheeting And Shoring, STA | | | 366+99.30 W.B.L. & E.B.L. | | | 0210 224A000 500.000 CUYD| 25.00000 12500.00| 15.00000 7500.00| 15.90000 7950.00 Lime Sink Excavation | | | 0220 224C002 500.000 TON | 25.00000 12500.00| 30.00000 15000.00| 31.80000 15900.00 Special Backfill For Lime Sink, ALDOT | | | #57,#67 Or #467 | | | 0230 224D000 50.000 CUYD| 200.00000 10000.00| 125.00000 6250.00| 132.50000 6625.00 Concrete Seal For Lime Sink | | | 0240 230A000 444.000 RBST| 250.00000 111000.00| 275.00000 122100.00| 291.50000 129426.00 Roadbed Processing | | | 0250 301A012 134182.000 SQYD| 5.25000 704455.50| 6.50000 872183.00| 6.89000 924513.98 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0260 327E000 28179.000 TON | 31.32000 882566.28| 35.00000 986265.00| 36.28000 1022334.12 Permeable Asphalt Treated Base | | | 0270 401A043 133200.000 SQYD| 1.35000 179820.00| 0.99000 131868.00| 0.92000 122544.00 Bituminous Treatment AE | | | 0280 405A000 41821.000 GAL | 1.15000 48094.15| 1.25000 52276.25| 1.26000 52694.46 Tack Coat | | | 0290 408A051 24374.000 SQYD| 1.73000 42167.02| 1.75000 42654.50| 2.31000 56303.94 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0300 410C000 1.000 EACH| 10000.00000 10000.00| 35000.00000 35000.00| 41050.00000 41050.00 Contractor Retained Profilograph | | | 0310 410H000 1.000 EACH| 231572.00000 231572.00| 325000.00000 325000.00| 311025.00000 311025.00 Material Remixing Device | | | 0320 420A011 8806.000 TON | 55.84000 491727.04| 56.50000 497539.00| 61.52000 541745.12 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0330 423A002 22105.000 TON | 51.27000 1133323.35| 53.00000 1171565.00| 58.52000 1293584.60 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040625003 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 423B001 25912.000 TON | 45.99000 1191692.88| 47.50000 1230820.00| 52.67000 1364785.04 Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0350 424A281 5495.000 TON | 45.67000 250956.65| 48.00000 263760.00| 52.08000 286179.60 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0360 424A287 4240.000 TON | 39.71000 168370.40| 43.50000 184440.00| 52.65000 223236.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0370 424A361 5330.000 TON | 39.37000 209842.10| 43.70000 232921.00| 47.08000 250936.40 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0380 424B281 8872.000 TON | 36.93000 327642.96| 39.50000 350444.00| 43.38000 384867.36 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0390 424B289 2372.000 TON | 40.97000 97180.84| 52.00000 123344.00| 49.22000 116749.84 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0400 424B581 44572.000 TON | 35.68000 1590328.96| 35.00000 1560020.00| 38.08000 1697301.76 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0410 424B651 6526.000 TON | 32.86000 214444.36| 36.00000 234936.00| 39.14000 255427.64 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0420 424B659 2259.000 TON | 58.95000 133168.05| 41.00000 92619.00| 63.19000 142746.21 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0430 424C280 76768.000 TON | 32.69000 2509545.92| 35.00000 2686880.00| 38.17000 2930234.56 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040625003 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 424C288 18315.000 TON | 37.98000 695603.70| 39.00000 714285.00| 40.11000 734614.65 Superpave Bituminous Concrete Base | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0450 424C365 100.000 TON | 120.00000 12000.00| 125.00000 12500.00| 150.00000 15000.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0460 428C000 88562.000 LF | 0.21000 18598.02| 0.10000 8856.20| 0.06000 5313.72 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0470 450B000 669.000 SQYD| 121.00000 80949.00| 65.00000 43485.00| 68.90000 46094.10 Reinforced Cement Concrete Bridge End | | | Slab | | | 0480 459A002 128744.000 SQYD| 1.89000 243326.16| 1.66000 213715.04| 2.08000 267787.52 Rubblizing Plain Concrete Pavement | | | 0490 459B000 500.000 TON | 16.00000 8000.00| 18.00000 9000.00| 20.00000 10000.00 Filler Aggregate | | | 0500 490A000 1020.000 SQYD| 8.00000 8160.00| 10.00000 10200.00| 10.60000 10812.00 Blast Cleaning | | | 0510 490B002 1020.000 SQYD| 125.00000 127500.00| 75.00000 76500.00| 79.50000 81090.00 Concrete Overlay, Epoxy Urethane | | | Copolymer | | | 0520 502A000 60200.000 LB | 0.71000 42742.00| 0.65000 39130.00| 0.69000 41538.00 Steel Reinforcement | | | 0530 502B000 LUMP| 46750.00000 46750.00| 40000.00000 40000.00| 42400.00000 42400.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 247+52.64 W.B.L. & | | | STA. 247+57.96 | | | 0540 502B001 LUMP| 77000.00000 77000.00| 65000.00000 65000.00| 68900.00000 68900.00 Steel Reinforcement For Bridge | | | Superstructure STA. 366+99.30 W.B.L. & | | | E.B.L., APPROX. | | | 0550 505A000 2.000 EACH| 4400.00000 8800.00| 2800.00000 5600.00| 2968.00000 5936.00 Steel Test Piles (HP 10x42) | | | 0560 505A002 2.000 EACH| 4950.00000 9900.00| 3000.00000 6000.00| 3180.00000 6360.00 Steel Test Piles (HP 12x53) | | | 0570 505B055 2.000 EACH| 3300.00000 6600.00| 2000.00000 4000.00| 2120.00000 4240.00 Static Loading Tests (HP 10x42) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040625003 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0580 505B057 2.000 EACH| 3850.00000 7700.00| 2000.00000 4000.00| 2120.00000 4240.00 Static Loading Tests (HP 12x53) | | | 0590 505B085 2.000 EACH| 3300.00000 6600.00| 500.00000 1000.00| 530.00000 1060.00 Dynamic Loading Tests (HP 10x42) | | | 0600 505B087 2.000 EACH| 3850.00000 7700.00| 500.00000 1000.00| 530.00000 1060.00 Dynamic Loading Tests (HP 12x53) | | | 0610 505M000 2700.000 LF | 24.20000 65340.00| 26.00000 70200.00| 27.56000 74412.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0620 505M002 1970.000 LF | 28.60000 56342.00| 28.00000 55160.00| 29.68000 58469.60 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0630 508A000 8900.000 LB | 4.95000 44055.00| 2.50000 22250.00| 2.65000 23585.00 Structural Steel | | | 0640 510A000 349.000 CUYD| 615.00000 214635.00| 400.00000 139600.00| 424.00000 147976.00 Bridge Substructure Concrete, Class A | | | 0650 510C051 LUMP| 328625.00000 328625.00| 225000.00000 225000.00| 238500.00000 238500.00 Bridge Concrete Superstructure, STA. | | | 247+52.64 W.B.L. & STA. 247+57.96 | | | 0660 510C052 LUMP| 405625.00000 405625.00| 275000.00000 275000.00| 291500.00000 291500.00 Bridge Concrete Superstructure, STA. | | | 366+99.30 W.B.L. & E.B.L., APPROX. | | | 0670 510E000 747.000 SQYD| 8.80000 6573.60| 4.00000 2988.00| 4.24000 3167.28 Grooving Concrete Bridge Decks | | | 0680 511A004 24.000 EACH| 385.00000 9240.00| 800.00000 19200.00| 848.00000 20352.00 Elastomeric Bearings, Type 4 | | | 0690 511A051 36.000 EACH| 401.00000 14436.00| 300.00000 10800.00| 318.00000 11448.00 Elastomeric Bearing Type 2(Mark B2) | | | 0700 512K000 LUMP| 335500.00000 335500.00| 450000.00000 450000.00| 477000.00000 477000.00 Precast Reinforced Concrete Girder | | | (Specialty Item) | | | 0710 513B004 989.000 LF | 99.00000 97911.00| 90.00000 89010.00| 95.40000 94350.60 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0720 520B000 LUMP| 313500.00000 313500.00| 150000.00000 150000.00| 159000.00000 159000.00 Raising Existing Bridge,Station STA. | | | 20+98.60 U.S. 78 | | | 0730 522G000 110.000 LF | 115.50000 12705.00| 50.00000 5500.00| 53.00000 5830.00 Bridge Joint Seal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040625003 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 530A001 20.000 LF | 46.00000 920.00| 87.60000 1752.00| 92.86000 1857.20 18" Roadway Pipe (Class 3 R.C.) | | | 0750 530A002 18332.000 LF | 32.17000 589740.44| 48.00000 879936.00| 46.22000 847305.04 24" Roadway Pipe (Class 3 R.C.) | | | 0760 530A003 16.000 LF | 60.00000 960.00| 77.60000 1241.60| 82.26000 1316.16 30" Roadway Pipe (Class 3 R.C.) | | | 0770 530A004 1880.000 LF | 51.50000 96820.00| 52.00000 97760.00| 55.12000 103625.60 36" Roadway Pipe (Class 3 R.C.) | | | 0780 530A100 80.000 LF | 40.00000 3200.00| 63.50000 5080.00| 67.31000 5384.80 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0790 530A101 20.000 LF | 40.00000 800.00| 87.60000 1752.00| 92.86000 1857.20 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0800 534A000 57.000 EACH| 100.00000 5700.00| 150.00000 8550.00| 159.00000 9063.00 Cleaning Pipe Underdrain Outlets | | | 0810 534E000 3080.000 LF | 9.00000 27720.00| 20.00000 61600.00| 66.78000 205682.40 Cleaning Existing Culvert (Less Than Or | | | Equal To 48" Horizontal Opening) | | | 0830 600A000 LUMP| 2377787.00000 2377787.00| 3025945.00000 3025945.00| 2262500.00000 2262500.00 Mobilization | | | 0840 601A000 1.000 EACH| 10000.00000 10000.00| 12000.00000 12000.00| 15000.00000 15000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0850 603A002 1.000 EACH| 32000.00000 32000.00| 35000.00000 35000.00| 26000.00000 26000.00 Furnishing Type 3 Field Office | | | 0860 605A002 20350.000 LF | 5.73000 116605.50| 8.60000 175010.00| 5.52000 112332.00 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0870 605A004 22176.000 LF | 7.98000 176964.48| 10.43000 231295.68| 7.69000 170533.44 Pavement Median Drain | | | 0880 605B000 30.000 EACH| 324.50000 9735.00| 477.00000 14310.00| 505.62000 15168.60 Special Underdrain Outlet, Type A | | | 0890 605B001 360.000 EACH| 297.00000 106920.00| 338.00000 121680.00| 358.28000 128980.80 Special Underdrain Outlet, Type B | | | 0900 606A005 3360.000 LF | 36.25000 121800.00| 51.22000 172099.20| 72.50000 243600.00 6" Underdrain Pipe, Type 9 | | | 0910 610C001 240.000 TON | 40.00000 9600.00| 40.00000 9600.00| 42.40000 10176.00 Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040625003 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0920 610D003 192.000 SQYD| 5.00000 960.00| 5.00000 960.00| 5.30000 1017.60 Filter Blanket, Geotextile | | | 0930 614A000 1596.000 CUYD| 238.50000 380646.00| 210.00000 335160.00| 222.60000 355269.60 Slope Paving | | | 0940 614A001 81.000 CUYD| 280.00000 22680.00| 285.00000 23085.00| 302.10000 24470.10 Slope Paving (Under Bridges) | | | 0950 619A001 7.000 EACH| 575.00000 4025.00| 650.00000 4550.00| 689.00000 4823.00 15" Roadway Pipe End Treatment, Class 1 | | | 0960 619A004 3.000 EACH| 900.00000 2700.00| 850.00000 2550.00| 901.00000 2703.00 30" Roadway Pipe End Treatment, Class 1 | | | 0970 619A005 3.000 EACH| 1200.00000 3600.00| 1100.00000 3300.00| 1166.00000 3498.00 36" Roadway Pipe End Treatment, Class 1 | | | 0980 620A000 2.000 CUYD| 875.00000 1750.00| 1500.00000 3000.00| 1590.00000 3180.00 Minor Structure Concrete | | | 0990 621A000 6.000 EACH| 2100.00000 12600.00| 2000.00000 12000.00| 2120.00000 12720.00 Junction Boxes, Type 1, 1P Or 5 | | | 1000 621A005 11.000 EACH| 2100.00000 23100.00| 2200.00000 24200.00| 2332.00000 25652.00 Junction Boxes, Type 1 | | | 1010 621B005 18.000 EACH| 500.00000 9000.00| 600.00000 10800.00| 636.00000 11448.00 Junction Box Units, Type 1 | | | 1020 621C002 7.000 EACH| 1900.00000 13300.00| 1900.00000 13300.00| 2014.00000 14098.00 Inlets, Type C, P1 Or P3 | | | 1030 621C027 1.000 EACH| 1900.00000 1900.00| 1900.00000 1900.00| 2014.00000 2014.00 Inlets, Type C | | | 1040 621C069 9.000 EACH| 3300.00000 29700.00| 3250.00000 29250.00| 3445.00000 31005.00 Inlets, Type E3 | | | 1050 621C070 159.000 EACH| 5000.00000 795000.00| 5800.00000 922200.00| 5614.82000 892756.38 Inlets, Type E4 | | | 1060 621C093 9.000 EACH| 1275.00000 11475.00| 1100.00000 9900.00| 1166.00000 10494.00 Inlets, Type C (Modified)(Grates Only) | | | 1070 621D022 13.000 EACH| 500.00000 6500.00| 500.00000 6500.00| 530.00000 6890.00 Inlet Units, Type C, P1 Or P3 | | | 1080 621D046 9.000 EACH| 500.00000 4500.00| 600.00000 5400.00| 636.00000 5724.00 Inlet Units, Type E3 | | | 1090 621D047 215.000 EACH| 475.00000 102125.00| 650.00000 139750.00| 689.00000 148135.00 Inlet Units, Type E4 | | | 1100 629A025 696.000 LF | 108.00000 75168.00| 95.00000 66120.00| 100.70000 70087.20 Concrete Median Or Safety Barrier, Type | | | Retrofit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040625003 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1110 629A034 86.000 LF | 108.00000 9288.00| 55.00000 4730.00| 58.30000 5013.80 Concrete Median Or Safety Barrier, Type | | | 4A | | | 1120 629A057 14175.000 LF | 58.00000 822150.00| 47.50000 673312.50| 55.12000 781326.00 Concrete Median Or Safety Barrier, Type | | | GS-54 | | | 1130 629A058 8350.000 LF | 73.50000 613725.00| 57.00000 475950.00| 63.60000 531060.00 Concrete Median Or Safety Barrier, Type | | | GS-54(SE) | | | 1140 629A059 45.000 LF | 216.00000 9720.00| 200.00000 9000.00| 212.00000 9540.00 Concrete Median Or Safety Barrier, Type | | | GS-54(PP) | | | 1150 630A033 24418.000 LF | 15.40000 376037.20| 14.92000 364316.56| 15.82000 386292.76 Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 1160 630C001 12.000 EACH| 550.00000 6600.00| 600.00000 7200.00| 636.00000 7632.00 Guardrail End Anchor, Type 8 | | | 1170 630C003 6.000 EACH| 1100.00000 6600.00| 1320.00000 7920.00| 1399.20000 8395.20 Guardrail End Anchor, Type 13 | | | 1180 630C007 4.000 EACH| 2750.00000 11000.00| 2100.00000 8400.00| 2226.00000 8904.00 Guardrail End Anchor, Type 2A | | | 1190 630C050 19.000 EACH| 1650.00000 31350.00| 1550.00000 29450.00| 1643.00000 31217.00 Guardrail End Anchor, Type 20 Series | | | 1200 631F001 9050.000 LF | 8.80000 79640.00| 9.80000 88690.00| 10.39000 94029.50 Steel Beam Guardrail Class A, Type 2 | | | Relocated | | | 1210 631G008 1.000 EACH| 550.00000 550.00| 600.00000 600.00| 636.00000 636.00 Guardrail End Anchor Type 8 Relocated | | | 1220 631G015 2.000 EACH| 660.00000 1320.00| 950.00000 1900.00| 1007.00000 2014.00 Guardrail End Anchor Type 20 Series | | | Relocated | | | 1230 632A003 360.000 LF | 16.00000 5760.00| 25.00000 9000.00| 30.00000 10800.00 Headlight Glare Screen (Mounted On | | | Concrete Median Barrier) | | | 1240 650A000 18818.000 CUYD| 6.60000 124198.80| 7.00000 131726.00| 7.42000 139629.56 Topsoil | | | 1250 650B000 500.000 CUYD| 6.60000 3300.00| 10.00000 5000.00| 10.60000 5300.00 Topsoil From Stockpiles | | | 1260 651B000 72.000 TON | 38.89000 2800.08| 40.00000 2880.00| 42.40000 3052.80 Agricultural Limestone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040625003 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1270 652C000 72.000 ACRE| 61.10000 4399.20| 50.00000 3600.00| 53.00000 3816.00 Mowing | | | 1280 654A001 3290.000 SQYD| 3.89000 12798.10| 4.75000 15627.50| 5.04000 16581.60 Solid Sodding (Bermuda) | | | 1290 658A001 36.000 ACRE| 1110.00000 39960.00| 1100.00000 39600.00| 1166.00000 41976.00 Hydro-Seeding & Mulching (Mix 1E) | | | 1300 659A001 3238.000 SQYD| 2.50000 8095.00| 2.00000 6476.00| 2.12000 6864.56 Erosion Control Netting, Class B | | | 1310 665A000 72.000 ACRE| 472.18000 33996.96| 400.00000 28800.00| 424.00000 30528.00 Temporary Seeding | | | 1320 665B000 72.000 ACRE| 466.62000 33596.64| 400.00000 28800.00| 424.00000 30528.00 Temporary Mulching | | | 1330 665J000 41000.000 LF | 2.75000 112750.00| 2.50000 102500.00| 2.65000 108650.00 Silt Fence, Type A | | | 1340 665L000 2659.000 LF | 16.00000 42544.00| 28.00000 74452.00| 29.68000 78919.12 Floating Basin Boom | | | 1350 665N000 1000.000 TON | 15.00000 15000.00| 25.00000 25000.00| 26.50000 26500.00 Temporary Coarse Aggregate, ALDOT | | | Number 1 | | | 1360 665O001 41000.000 LF | 1.00000 41000.00| 1.55000 63550.00| 1.64000 67240.00 Silt Fence Removal | | | 1370 665Q001 3420.000 LF | 6.60000 22572.00| 5.85000 20007.00| 6.20000 21204.00 20 Inch Wattle | | | 1380 666A001 72.000 ACRE| 22.22000 1599.84| 35.00000 2520.00| 37.10000 2671.20 Pest Control Treatment | | | 1390 672A000 54.000 GAL | 66.76000 3605.04| 105.00000 5670.00| 111.30000 6010.20 Flocculant Liquid | | | 1400 680A000 LUMP| 200000.00000 200000.00| 350000.00000 350000.00| 370000.00000 370000.00 Engineering Controls | | | 1410 701A028 11.000 MILE| 1998.00000 21978.00| 1800.00000 19800.00| 1927.27000 21199.97 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1420 701A032 10.000 MILE| 1998.00000 19980.00| 1800.00000 18000.00| 1927.27000 19272.70 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1430 701A041 19.000 MILE| 1332.00000 25308.00| 1200.00000 22800.00| 1284.85000 24412.15 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1440 701A048 1.000 MILE| 2220.00000 2220.00| 2000.00000 2000.00| 2141.41000 2141.41 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 003 -11 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040625003 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1450 701B009 3558.000 LF | 1.22000 4340.76| 1.10000 3913.80| 1.18000 4198.44 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1460 701C000 37.000 MILE| 643.80000 23820.60| 580.00000 21460.00| 621.00000 22977.00 Broken Temporary Traffic Stripe | | | 1470 701C001 53.000 MILE| 754.80000 40004.40| 680.00000 36040.00| 728.08000 38588.24 Solid Temporary Traffic Stripe | | | 1480 701C004 10.000 MILE| 3885.00000 38850.00| 3500.00000 35000.00| 3747.48000 37474.80 Broken Temporary Traffic Stripe (Tape) | | | 1490 701C006 28.000 MILE| 8325.00000 233100.00| 7500.00000 210000.00| 8030.30000 224848.40 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1500 701D007 2.000 MILE| 1887.00000 3774.00| 1700.00000 3400.00| 1820.20000 3640.40 Solid Traffic Stripe Removed (Paint) | | | 1510 701D008 10.000 MILE| 2053.50000 20535.00| 1850.00000 18500.00| 1980.81000 19808.10 Solid Traffic Stripe Removed (Plastic) | | | 1520 701D009 28.000 MILE| 1498.50000 41958.00| 1350.00000 37800.00| 1445.46000 40472.88 Solid Traffic Stripe Removed (Tape) | | | 1530 701D014 1.000 MILE| 1720.50000 1720.50| 1550.00000 1550.00| 1659.60000 1659.60 Broken Traffic Stripe Removed (Paint) | | | 1540 701D015 10.000 MILE| 1720.50000 17205.00| 1550.00000 15500.00| 1659.60000 16596.00 Broken Traffic Stripe Removed (Plastic) | | | 1550 701D016 10.000 MILE| 1554.00000 15540.00| 1400.00000 14000.00| 1498.99000 14989.90 Broken Traffic Stripe Removed (Tape) | | | 1560 701G121 676.000 LF | 2.78000 1879.28| 2.50000 1690.00| 2.68000 1811.68 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1570 701G125 1038.000 LF | 4.55000 4722.90| 4.10000 4255.80| 4.39000 4556.82 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1580 701G133 1038.000 LF | 4.55000 4722.90| 4.10000 4255.80| 4.39000 4556.82 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1590 703A002 3398.000 SQFT| 3.55000 12062.90| 3.20000 10873.60| 3.43000 11655.14 Traffic Control Markings, Class 2, Type | | | A | | | 1600 703B002 195.000 SQFT| 4.33000 844.35| 3.90000 760.50| 4.18000 815.10 Traffic Control Legends, Class 2, Type | | | 1610 705A011 21689.000 EACH| 6.11000 132519.79| 5.50000 119289.50| 5.89000 127748.21 Pavement Markers, Class C, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 003 -12 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040625003 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1620 705A012 17256.000 EACH| 6.11000 105434.16| 5.50000 94908.00| 5.89000 101637.84 Pavement Markers, Class C, Type 1-B | | | 1630 705A022 2664.000 EACH| 6.11000 16277.04| 5.50000 14652.00| 5.89000 15690.96 Pavement Markers, Class C, Type 2-C | | | 1640 705A030 577.000 EACH| 6.11000 3525.47| 5.50000 3173.50| 5.89000 3398.53 Pavement Markers, Class A-H, Type 2-C | | | 1650 705A031 2422.000 EACH| 6.11000 14798.42| 5.50000 13321.00| 5.89000 14265.58 Pavement Markers, Class A-H, Type 1-A | | | 1660 705A032 256.000 EACH| 6.11000 1564.16| 5.50000 1408.00| 5.89000 1507.84 Pavement Markers, Class A-H, Type 1-B | | | 1670 705A037 40.000 EACH| 6.11000 244.40| 5.50000 220.00| 5.89000 235.60 Pavement Markers, Class A-H, Type 2-D | | | 1680 705A038 85.000 EACH| 6.11000 519.35| 5.50000 467.50| 5.89000 500.65 Pavement Markers, Class A-H, Type 2-E | | | 1690 707G000 1144.000 EACH| 23.20000 26540.80| 14.98000 17137.12| 30.00000 34320.00 Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 1700 707G001 165.000 EACH| 24.36000 4019.40| 14.98000 2471.70| 30.00000 4950.00 Barrier Rail Mounted Delineator | | | (Bi-Directional) | | | 1710 708A000 45.000 SQFT| 26.68000 1200.60| 90.00000 4050.00| 95.40000 4293.00 Type 1 Object Safety Marking | | | 1720 709A000 10.000 EACH| 145.00000 1450.00| 265.00000 2650.00| 280.90000 2809.00 Milepost, Type A | | | 1730 710A115 518.000 SQFT| 20.88000 10815.84| 19.25000 9971.50| 20.41000 10572.38 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1740 710A126 84.000 SQFT| 22.04000 1851.36| 33.10000 2780.40| 35.09000 2947.56 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1750 710A140 1251.000 SQFT| 29.00000 36279.00| 41.00000 51291.00| 43.46000 54368.46 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 1760 710A141 247.000 SQFT| 31.32000 7736.04| 41.00000 10127.00| 43.46000 10734.62 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 003 -13 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040625003 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1770 710B001 1131.000 LF | 8.70000 9839.70| 9.96000 11264.76| 10.56000 11943.36 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1780 710B004 20.000 LF | 29.00000 580.00| 63.50000 1270.00| 67.31000 1346.20 Roadway Sign Post (3" O.D. Steel | | | Uniform Diameter) | | | 1790 710B006 102.000 LF | 69.60000 7099.20| 78.05000 7961.10| 82.73000 8438.46 Roadway Sign Post (S4 x 7.7 Steel Beam) | | | 1800 710B007 348.000 LF | 145.00000 50460.00| 97.10000 33790.80| 102.93000 35819.64 Roadway Sign Post (W6 x 15 Steel Beam) | | | 1810 710B008 230.000 LF | 156.60000 36018.00| 99.00000 22770.00| 104.94000 24136.20 Roadway Sign Post (W8 x 18 Steel Beam) | | | 1820 710B011 130.000 LF | 98.60000 12818.00| 74.50000 9685.00| 78.97000 10266.10 Roadway Sign Post (W6 x 12 Steel Beam) | | | 1830 711A000 LUMP| 23200.00000 23200.00| 10000.00000 10000.00| 10600.00000 10600.00 Roadway Sign Relocation | | | 1840 726A000 6120.000 LF | 38.00000 232560.00| 24.00000 146880.00| 23.32000 142718.40 Portable Concrete Safety Barriers, Type | | | 6 | | | 1850 726A001 40.000 LF | 60.00000 2400.00| 60.00000 2400.00| 79.50000 3180.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1860 726B000 720.000 LF | 60.00000 43200.00| 60.00000 43200.00| 56.18000 40449.60 Portable Concrete Safety Barriers, Type | | | 6 | | | 1870 726D025 2.000 EACH| 10000.00000 20000.00| 10000.00000 20000.00| 6890.00000 13780.00 Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 1880 740B000 2699.000 SQFT| 9.28000 25046.72| 9.00000 24291.00| 8.15000 21996.85 Construction Signs | | | 1890 740C000 221.000 SQFT| 11.60000 2563.60| 9.00000 1989.00| 8.15000 1801.15 Special Construction Signs | | | 1900 740D000 500.000 EACH| 85.40000 42700.00| 65.00000 32500.00| 58.43000 29215.00 Channelizing Drums | | | 1910 740E000 300.000 EACH| 17.40000 5220.00| 13.00000 3900.00| 11.00000 3300.00 Cones (36 Inches High) | | | 1920 740F002 8.000 EACH| 174.00000 1392.00| 225.00000 1800.00| 202.46000 1619.68 Barricades, Type III | | | 1930 740I005 4.000 EACH| 522.00000 2088.00| 800.00000 3200.00| 831.47000 3325.88 Warning Lights, Type B (Detachable Head | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 003 -14 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040625003 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1940 740L004 1776.000 EACH| 139.20000 247219.20| 90.00000 159840.00| 110.11000 195555.36 Vertical Panel Type II, Single-Sided | | | 1950 740M001 300.000 EACH| 9.28000 2784.00| 7.00000 2100.00| 6.50000 1950.00 Ballast For Cone | | | 1960 741C010 2.000 EACH| 3500.00000 7000.00| 3745.00000 7490.00| 5000.00000 10000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1970 742A001 2.000 EACH| 11000.00000 22000.00| 11770.00000 23540.00| 20225.00000 40450.00 Portable Changeable Message Sign, Type | | | 1980 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| 0.80000 4800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 25,608,369.12| $ 26,705,242.51| $ 27,334,875.83 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 25,608,369.12| $ 26,705,242.51| $ 27,334,875.83 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20040625004 COUNTIES : TALLAPOOSA LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 CONTRACT TIME : 675 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-0038(506) for constructing the Base, Pave, Partial Grade and Drain on S.R.#38 (U.S.#280) from the east end of the Dadeville Bypass at C.R.#666 to the east end of the Camp Hill Bypass. Length 8.339 km r -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14007 W. S. NEWELL & SONS, INC. $ 9,097,140.41 100.0000% 2 14001 NEWELL ROADBUILDERS, INC. $ 9,151,612.54 100.5988% 3 05002 EAST ALABAMA PAVING COMPANY, INC. $ 9,907,751.44 108.9106% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040625004 COUNTIES : TALLAPOOSA LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 05002 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |EAST ALABAMA PAVING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206B000M LUMP| 3500.00000 3500.00| 10000.00000 10000.00| 5000.00000 5000.00 Removal Of Old Box Culvert, Station | | | 1945+15 | | | 0020 206C002M 21.000 M2 | 6.00000 126.00| 11.96000 251.16| 119.05000 2500.05 Removing Concrete Slope Paving | | | 0030 206C003M 255.000 M2 | 6.00000 1530.00| 5.98000 1524.90| 29.91000 7627.05 Removing Concrete Flumes | | | 0040 206D000M 215.000 M | 12.00000 2580.00| 8.20000 1763.00| 49.19000 10575.85 Removing Pipe | | | 0050 206D001M 94.000 M | 2.50000 235.00| 8.20000 770.80| 6.00000 564.00 Removing Guardrail | | | 0060 206E000M 8.000 EACH| 225.00000 1800.00| 125.00000 1000.00| 250.00000 2000.00 Removing Headwalls | | | 0070 206E008M 4.000 EACH| 100.00000 400.00| 125.00000 500.00| 125.00000 500.00 Removing Guardrail End Anchor (All Type | | | 0080 210A000M 21274.000 M3 | 2.00000 42548.00| 4.70000 99987.80| 9.16000 194869.84 Unclassified Excavation | | | 0090 210D000M 41987.000 M3 | 2.50000 104967.50| 6.24000 261998.88| 14.39000 604192.93 Borrow Excavation | | | 0100 214A000M 256.000 M3 | 6.50000 1664.00| 6.54000 1674.24| 26.18000 6702.08 Structure Excavation | | | 0110 214B001M 80.000 M3 | 35.00000 2800.00| 32.80000 2624.00| 32.82000 2625.60 Foundation Backfill, Commercial | | | 0120 231B002M 11552.000 MTON| 16.00000 184832.00| 15.88000 183445.76| 17.64000 203777.28 Roadbed Stabilizing Material, ALDOT | | | #410 (Modified) | | | 0130 231C000M 123.000 RBST| 1895.00000 233085.00| 1804.00000 221892.00| 3252.04000 400000.92 Stabilizing Roadbed With In-Place | | | Material | | | 0140 301A005M 26802.000 M2 | 4.60000 123289.20| 5.19000 139102.38| 5.27000 141246.54 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 110 mm Compacted Thickness | | | 0150 301A008M 27050.000 M2 | 5.35000 144717.50| 5.88000 159054.00| 6.17000 166898.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 125 mm Compacted Thickness | | | 0160 301A010M 7125.000 M2 | 6.50000 46312.50| 6.60000 47025.00| 7.55000 53793.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 140 mm Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040625004 COUNTIES : TALLAPOOSA LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 05002 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |EAST ALABAMA PAVING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 301A012M 141828.000 M2 | 5.74000 814092.72| 7.91000 1121859.48| 6.73000 954502.44 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0180 301A016M 8688.000 M2 | 8.28000 71936.64| 8.25000 71676.00| 8.12000 70546.56 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 175 mm Compacted Thickness | | | 0190 301C000M 425.000 MTON| 225.00000 95625.00| 163.00000 69275.00| 275.30000 117002.50 Cement | | | 0200 327E001M 25868.000 MTON| 41.86000 1082834.48| 41.86000 1082834.48| 41.86000 1082834.48 Permeable Asphalt Treated Base(PG76-22) | | | 0210 401A000M 4928.000 M2 | 0.55000 2710.40| 0.55000 2710.40| 0.55000 2710.40 Bituminous Treatment A | | | 0220 401A043M 106150.000 SQ M| 1.22000 129503.00| 1.22000 129503.00| 1.22000 129503.00 Bituminous Treatment AE | | | 0230 401B108M 39902.000 M2 | 0.97000 38704.94| 0.97000 38704.94| 0.97000 38704.94 Bituminous Treatment G (With Polymer | | | Additive) | | | 0240 405A000M 74400.000 L | 0.30000 22320.00| 0.30000 22320.00| 0.30000 22320.00 Tack Coat | | | 0250 410B000M 1.000 EACH| 19750.00000 19750.00| 19750.00000 19750.00| 19750.00000 19750.00 State Furnished Profilograph | | | 0260 410H000M 1.000 EACH| 125000.00000 125000.00| 125000.00000 125000.00| 125000.00000 125000.00 Material Remixing Device | | | 0270 424A276M 7426.000 MTON| 56.00000 415856.00| 56.00000 415856.00| 56.00000 415856.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 9.5mm Maximum Aggregate | | | Size Mix, Esal Range E | | | 0280 424A278M 500.000 MTON| 58.00000 29000.00| 58.00000 29000.00| 58.00000 29000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 9.5mm Maximum | | | Aggregate Size Mix, Esal Range E | | | 0290 424A356M 2250.000 MTON| 49.82000 112095.00| 49.82000 112095.00| 49.82000 112095.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 9.5 mm Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0300 424B280M 17440.000 MTON| 47.96000 836422.40| 47.96000 836422.40| 47.96000 836422.40 Superpave Bituminous Concrete Upper | | | Binder Layer, 19.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040625004 COUNTIES : TALLAPOOSA LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 05002 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |EAST ALABAMA PAVING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 424B285M 200.000 MTON| 100.00000 20000.00| 100.00000 20000.00| 100.00000 20000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0320 424B288M 2500.000 MTON| 49.96000 124900.00| 49.96000 124900.00| 49.96000 124900.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0330 424B580M 344.000 MTON| 45.24000 15562.56| 45.24000 15562.56| 45.24000 15562.56 Superpave Bituminous Concrete Lower | | | Binder Layer, 19.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0340 424B581M 40255.000 MTON| 42.53000 1712045.15| 42.53000 1712045.15| 42.53000 1712045.15 Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0350 424B650M 6791.000 MTON| 44.24000 300433.84| 44.24000 300433.84| 44.24000 300433.84 Superpave Bituminous Concrete Upper | | | Binder Layer, 19.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D` | | | 0360 424B681M 350.000 MTON| 44.20000 15470.00| 44.20000 15470.00| 44.20000 15470.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0370 430B014M 1000.000 MTON| 18.00000 18000.00| 16.99000 16990.00| 16.53000 16530.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0380 450B000M 173.000 M2 | 90.00000 15570.00| 90.00000 15570.00| 68.00000 11764.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0390 530A001M 58.000 M | 76.00000 4408.00| 75.56000 4382.48| 85.18000 4940.44 450 mm Roadway Pipe (Class 3 R.C.) | | | 0400 530A002M 7.000 M | 147.00000 1029.00| 138.77000 971.39| 246.43000 1725.01 600 mm Roadway Pipe (Class 3 R.C.) | | | 0410 530A004M 17.000 M | 170.00000 2890.00| 174.20000 2961.40| 247.06000 4200.02 900 mm Roadway Pipe (Class 3 R.C.) | | | 0420 530A006M 5.000 M | 274.00000 1370.00| 276.77000 1383.85| 320.00000 1600.00 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0430 530A101M 32.000 M | 76.00000 2432.00| 75.56000 2417.92| 131.25000 4200.00 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040625004 COUNTIES : TALLAPOOSA LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 05002 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |EAST ALABAMA PAVING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 530B007M 9.000 M | 464.00000 4176.00| 453.02000 4077.18| 500.00000 4500.00 1650 mm Span X 1015 mm Rise Roadway | | | Pipe(Class 3 R.C.) | | | 0450 535A001M 88.000 M | 76.00000 6688.00| 75.56000 6649.28| 85.39000 7514.32 450 mm Side Drain Pipe | | | 0460 535A651M 60.000 M | 76.00000 4560.00| 75.56000 4533.60| 98.50000 5910.00 450 mm Side Drain Pipe (Temporary) | | | 0470 600A000M LUMP| 1039724.00000 1039724.00| 525000.00000 525000.00| 538000.00000 538000.00 Mobilization | | | 0480 601A000M 1.000 EACH| 5000.00000 5000.00| 7500.00000 7500.00| 11000.00000 11000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0490 605A002M 27754.000 M | 10.33000 286698.82| 11.75000 326109.50| 12.75000 353863.50 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0500 605B000M 120.000 EACH| 315.00000 37800.00| 250.00000 30000.00| 30.00000 3600.00 Special Underdrain Outlet, Type A | | | 0510 605B001M 10.000 EACH| 425.00000 4250.00| 300.00000 3000.00| 60.00000 600.00 Special Underdrain Outlet, Type B | | | 0520 606A000M 150.000 M | 25.00000 3750.00| 32.81000 4921.50| 26.24000 3936.00 150 mm Underdrain Pipe | | | 0530 610C001M 303.000 MTON| 24.00000 7272.00| 36.00000 10908.00| 37.48000 11356.44 Loose Riprap, Class 2 | | | 0540 610D000M 224.000 M2 | 3.00000 672.00| 2.99000 669.76| 6.00000 1344.00 Filter Blanket | | | 0550 614A000M 38.000 M3 | 300.00000 11400.00| 300.00000 11400.00| 300.00000 11400.00 Slope Paving | | | 0560 618B003M 148.000 M2 | 50.00000 7400.00| 50.00000 7400.00| 50.00000 7400.00 Concrete Driveway, 150 mm Thick | | | (Includes Wire Mesh) | | | 0570 619A002M 7.000 EACH| 475.00000 3325.00| 475.00000 3325.00| 475.00000 3325.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0580 619A003M 1.000 EACH| 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0590 619A005M 1.000 EACH| 950.00000 950.00| 950.00000 950.00| 950.00000 950.00 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040625004 COUNTIES : TALLAPOOSA LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 05002 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |EAST ALABAMA PAVING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 619A101M 16.000 EACH| 475.00000 7600.00| 475.00000 7600.00| 475.00000 7600.00 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0610 620A000M 1.000 M3 | 1200.00000 1200.00| 1200.00000 1200.00| 1500.00000 1500.00 Minor Structure Concrete | | | 0620 621A000M 4.000 EACH| 2100.00000 8400.00| 2100.00000 8400.00| 2100.00000 8400.00 Junction Boxes, Type 1, 1P Or 5 | | | 0630 621A004M 2.000 EACH| 2500.00000 5000.00| 2500.00000 5000.00| 2500.00000 5000.00 Junction Boxes, Type 4 | | | 0640 621A005M 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 2000.00000 4000.00 Junction Boxes, Type 1 | | | 0650 621C020M 3.000 EACH| 1900.00000 5700.00| 1900.00000 5700.00| 1900.00000 5700.00 Inlets, Type Y | | | 0660 621C027M 1.000 EACH| 1850.00000 1850.00| 1850.00000 1850.00| 1850.00000 1850.00 Inlets, Type C | | | 0670 621C110M 2.000 EACH| 4500.00000 9000.00| 4500.00000 9000.00| 4500.00000 9000.00 Inlets, Type PD-6 | | | 0680 621D019M 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| 500.00000 2000.00 Inlet Units, Type Y | | | 0690 630A001M 662.000 M | 46.00000 30452.00| 53.50000 35417.00| 53.50000 35417.00 Steel Beam Guardrail, Class A, Type 2 | | | 0700 630C001M 1.000 EACH| 600.00000 600.00| 800.00000 800.00| 800.00000 800.00 Guardrail End Anchor, Type 8 | | | 0710 630C003M 6.000 EACH| 1000.00000 6000.00| 1450.00000 8700.00| 1450.00000 8700.00 Guardrail End Anchor, Type 13 | | | 0720 630C070M 7.000 EACH| 1400.00000 9800.00| 1400.00000 9800.00| 1400.00000 9800.00 Guardrail End Anchor, Type 10 Series | | | 0730 650A000M 1023.000 M3 | 8.00000 8184.00| 10.46000 10700.58| 14.65000 14986.95 Topsoil | | | 0740 650B000M 11967.000 M3 | 4.00000 47868.00| 4.77000 57082.59| 9.16000 109617.72 Topsoil From Stockpiles | | | 0750 651B000M 191.000 MTON| 38.58000 7368.78| 38.58000 7368.78| 38.58000 7368.78 Agricultural Limestone | | | 0760 652A054M 40.000 HA | 1235.50000 49420.00| 1235.50000 49420.00| 1235.50000 49420.00 Seeding (Mix 2A) | | | 0770 652B053M 28.000 HA | 741.30000 20756.40| 741.30000 20756.40| 741.30000 20756.40 Temporary Seeding (Mix 2AT) | | | 0780 652C000M 68.000 HA | 135.91000 9241.88| 135.91000 9241.88| 135.91000 9241.88 Mowing | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040625004 COUNTIES : TALLAPOOSA LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 05002 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |EAST ALABAMA PAVING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0790 652D054M 28.000 HA | 1235.50000 34594.00| 1235.50000 34594.00| 1235.50000 34594.00 Seeding In Stubble (Mix 2A) | | | 0800 654A001M 1159.000 M2 | 3.60000 4172.40| 3.60000 4172.40| 3.60000 4172.40 Solid Sodding (Bermuda) | | | 0810 656A000M 68.000 HA | 1111.95000 75612.60| 1111.95000 75612.60| 1111.95000 75612.60 Mulching, Class A, Type 1 | | | 0820 659A000M 683.000 M2 | 1.80000 1229.40| 1.80000 1229.40| 1.80000 1229.40 Erosion Control Netting, Class A | | | 0830 665A000M 2.000 HA | 741.30000 1482.60| 741.30000 1482.60| 741.30000 1482.60 Temporary Seeding | | | 0840 665B000M 2.000 HA | 988.40000 1976.80| 988.40000 1976.80| 988.40000 1976.80 Temporary Mulching | | | 0850 665C001M 100.000 M | 72.00000 7200.00| 59.15000 5915.00| 131.20000 13120.00 450 mm Temporary Pipe | | | 0860 665I000M 80.000 MTON| 28.00000 2240.00| 36.00000 2880.00| 38.50000 3080.00 Temporary Riprap, Class 2 | | | 0870 665J000M 2070.000 M | 11.00000 22770.00| 9.84000 20368.80| 11.50000 23805.00 Silt Fence, Type A | | | 0880 665O001M 2070.000 M | 1.00000 2070.00| 3.28000 6789.60| 9.50000 19665.00 Silt Fence Removal | | | 0890 665P001M 71.000 EACH| 402.00000 28542.00| 250.00000 17750.00| 350.00000 24850.00 Inlet Protection Device | | | 0900 665Q001M 274.000 M | 21.25000 5822.50| 20.50000 5617.00| 39.38000 10790.12 500mm Wattle | | | 0910 666A001M 68.000 HA | 0.00000 0.00| 0.01000 0.68| 0.00000 0.00 Pest Control Treatment | | | 0920 680A000M LUMP| 125000.00000 125000.00| 125000.00000 125000.00| 210000.00000 210000.00 Engineering Controls | | | 0930 701A028M 23.000 KM | 1050.00000 24150.00| 1050.00000 24150.00| 1050.00000 24150.00 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0940 701A032M 19.000 KM | 1050.00000 19950.00| 1050.00000 19950.00| 1050.00000 19950.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0950 701A041M 19.000 KM | 880.00000 16720.00| 880.00000 16720.00| 880.00000 16720.00 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0960 701A048M 1.000 KM | 1400.00000 1400.00| 1400.00000 1400.00| 1400.00000 1400.00 Solid Yellow, Class 2, Type A, Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040625004 COUNTIES : TALLAPOOSA LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 05002 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |EAST ALABAMA PAVING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 701B006M 3150.000 M | 3.50000 11025.00| 3.50000 11025.00| 3.50000 11025.00 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 0980 701C000M 19.000 KM | 210.00000 3990.00| 210.00000 3990.00| 210.00000 3990.00 Broken Temporary Traffic Stripe | | | 0990 701C001M 14.000 KM | 370.00000 5180.00| 370.00000 5180.00| 370.00000 5180.00 Solid Temporary Traffic Stripe | | | 1000 701C004M 1.000 KM | 3100.00000 3100.00| 3100.00000 3100.00| 3100.00000 3100.00 Broken Temporary Traffic Stripe (Tape) | | | 1010 701C006M 1.000 KM | 4900.00000 4900.00| 4900.00000 4900.00| 4900.00000 4900.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1020 701D007M 1.000 KM | 1360.00000 1360.00| 1360.00000 1360.00| 1360.00000 1360.00 Solid Traffic Stripe Removed (Paint) | | | 1030 701D008M 1.000 KM | 1860.00000 1860.00| 1860.00000 1860.00| 1860.00000 1860.00 Solid Traffic Stripe Removed (Plastic) | | | 1040 701D009M 1.000 KM | 1800.00000 1800.00| 1800.00000 1800.00| 1800.00000 1800.00 Solid Traffic Stripe Removed (Tape) | | | 1050 701G121M 160.000 M | 13.00000 2080.00| 13.00000 2080.00| 13.00000 2080.00 Broken White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1060 701G125M 160.000 M | 20.00000 3200.00| 20.00000 3200.00| 20.00000 3200.00 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1070 701G133M 160.000 M | 20.00000 3200.00| 20.00000 3200.00| 20.00000 3200.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1080 703A002M 59.000 M2 | 31.00000 1829.00| 31.00000 1829.00| 31.00000 1829.00 Traffic Control Markings, Class 2, Type | | | A | | | 1090 703B002M 80.000 M2 | 35.00000 2800.00| 35.00000 2800.00| 35.00000 2800.00 Traffic Control Legends, Class 2, Type | | | 1100 703C001M 7.000 M2 | 32.00000 224.00| 32.00000 224.00| 32.00000 224.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1110 703D001M 23.000 M2 | 21.00000 483.00| 21.00000 483.00| 21.00000 483.00 Temporary Traffic Control Markings | | | 1120 705A011M 640.000 EACH| 6.00000 3840.00| 6.00000 3840.00| 6.00000 3840.00 Pavement Markers, Class C, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040625004 COUNTIES : TALLAPOOSA LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 05002 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |EAST ALABAMA PAVING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1130 705A012M 640.000 EACH| 6.00000 3840.00| 6.00000 3840.00| 6.00000 3840.00 Pavement Markers, Class C, Type 1-B | | | 1140 705A023M 600.000 EACH| 6.00000 3600.00| 6.00000 3600.00| 6.00000 3600.00 Pavement Markers, Class C, Type 2-D | | | 1150 705A030M 130.000 EACH| 5.70000 741.00| 5.70000 741.00| 5.70000 741.00 Pavement Markers, Class A-H, Type 2-C | | | 1160 705A031M 676.000 EACH| 5.50000 3718.00| 5.50000 3718.00| 5.50000 3718.00 Pavement Markers, Class A-H, Type 1-A | | | 1170 705A037M 59.000 EACH| 5.60000 330.40| 5.60000 330.40| 5.60000 330.40 Pavement Markers, Class A-H, Type 2-D | | | 1180 709A000M 10.000 EACH| 135.00000 1350.00| 135.00000 1350.00| 120.00000 1200.00 Milepost, Type A | | | 1190 710A115M 16.000 M2 | 148.00000 2368.00| 148.00000 2368.00| 200.00000 3200.00 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) | | | 1200 710A126M 70.000 SQ M| 180.00000 12600.00| 180.00000 12600.00| 220.00000 15400.00 Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | 1210 710B001M 534.000 M | 15.50000 8277.00| 15.50000 8277.00| 20.00000 10680.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1220 740B000M 116.000 M2 | 88.00000 10208.00| 78.00000 9048.00| 110.00000 12760.00 Construction Signs | | | 1230 740D000M 450.000 EACH| 50.00000 22500.00| 50.00000 22500.00| 65.00000 29250.00 Channelizing Drums | | | 1240 740E000M 50.000 EACH| 10.00000 500.00| 20.00000 1000.00| 25.00000 1250.00 Cones (900 mm High) | | | 1250 740F002M 16.000 EACH| 175.00000 2800.00| 170.00000 2720.00| 250.00000 4000.00 Barricades, Type III | | | 1260 740I005M 18.000 EACH| 250.00000 4500.00| 450.00000 8100.00| 400.00000 7200.00 Warning Lights, Type B (Detachable Head | | | 1270 740M001M 50.000 EACH| 6.00000 300.00| 10.00000 500.00| 10.00000 500.00 Ballast For Cone | | | 1280 741C010M 2.000 EACH| 3500.00000 7000.00| 3500.00000 7000.00| 6.00000 12.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1290 999 000M 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 9,097,140.41| $ 9,151,612.54| $ 9,907,751.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,097,140.41| $ 9,151,612.54| $ 9,907,751.44 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20040625010 COUNTIES : MONTGOMERY LETTING DATE : 06/25/04 10:00 AM DIVISION : 06 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBSTPOA-STPOA-CN04(217) for constructing the Resurfacing and Traffic Stripe on various county roads as indicated on the plans. Length 29.671 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,855,460.02 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,941,811.08 104.6539% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040625010 COUNTIES : MONTGOMERY LETTING DATE : 06/25/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 20708.000 GAL | 0.95000 19672.60| 1.45000 30026.60| Tack Coat | | | 0020 408A052 11448.000 SQYD| 1.89000 21636.72| 2.75000 31482.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 424A340 27181.000 TON | 34.40000 935026.40| 35.64000 968730.84| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424A346 19931.000 TON | 34.40000 685626.40| 36.25000 722498.75| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 600A000 LUMP| 37350.00000 37350.00| 37000.00000 37000.00| Mobilization | | | 0060 701A030 59.000 MILE| 790.00000 46610.00| 750.50000 44279.50| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0070 701A034 36.000 MILE| 790.00000 28440.00| 750.50000 27018.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0080 701A044 18.000 MILE| 380.00000 6840.00| 361.00000 6498.00| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0090 701C000 36.000 MILE| 420.00000 15120.00| 399.00000 14364.00| Broken Temporary Traffic Stripe | | | 0100 701C001 72.000 MILE| 490.00000 35280.00| 465.50000 33516.00| Solid Temporary Traffic Stripe | | | 0110 703A000 500.000 SQFT| 1.50000 750.00| 1.43000 715.00| Traffic Control Markings, Class 1, Type | | | A | | | 0120 705A032 655.000 EACH| 5.50000 3602.50| 5.23000 3425.65| Pavement Markers, Class A-H, Type 1-B | | | 0130 705A037 2613.000 EACH| 5.50000 14371.50| 5.23000 13665.99| Pavement Markers, Class A-H, Type 2-D | | | 0140 740B000 647.000 SQFT| 7.70000 4981.90| 7.25000 4690.75| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040625010 COUNTIES : MONTGOMERY LETTING DATE : 06/25/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 740E000 60.000 EACH| 1.25000 75.00| 10.00000 600.00| Cones (36 Inches High) | | | 0160 740M001 60.000 EACH| 1.25000 75.00| 5.00000 300.00| Ballast For Cone | | | 0170 740O000 2.000 EACH| 1.00000 2.00| 1500.00000 3000.00| Pilot Car | | | SECTION TOTALS | $ 1,855,460.02| $ 1,941,811.08| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,855,460.02| $ 1,941,811.08| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 20040625011 COUNTIES : JEFFERSON LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0004(503) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#4 (U.S.#78) from Nineteenth Street in Irondale to west of I-20 (MP 111.130). Length 6.130 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,216,202.35 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,478,102.82 121.5343% 3 01087 APAC-SOUTHEAST, INC. $ 1,530,370.11 125.8319% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040625011 COUNTIES : JEFFERSON LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 12.000 EACH| 100.00000 1200.00| 157.37000 1888.44| 160.73000 1928.76 Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 125.00000 125.00| 251.84000 251.84| 186.25000 186.25 Mailbox Reset, Double | | | 0030 405A000 6328.000 GAL | 1.20000 7593.60| 0.92000 5821.76| 1.47000 9302.16 Tack Coat | | | 0040 407A000 968.000 GAL | 24.95000 24151.60| 20.13000 19485.84| 26.38000 25535.84 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 408A052 210855.000 SQYD| 0.83000 175009.65| 1.08000 227723.40| 1.09000 229831.95 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A360 14614.000 TON | 38.50000 562639.00| 45.45000 664206.30| 43.62000 637462.68 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 3000.000 TON | 30.94000 92820.00| 47.35000 142050.00| 44.92000 134760.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A369 1202.000 TON | 49.35000 59318.70| 61.05000 73382.10| 72.36000 86976.72 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B656 1000.000 TON | 30.00000 30000.00| 67.25000 67250.00| 71.42000 71420.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 75332.00000 75332.00| 60269.46000 60269.46| 140987.16000 140987.16 Mobilization | | | 0110 665F000 50.000 EACH| 1.00000 50.00| 6.30000 315.00| 12.81000 640.50 Hay Bales | | | 0120 665J000 150.000 LF | 1.00000 150.00| 3.78000 567.00| 5.91000 886.50 Silt Fence, Type A | | | 0130 665O001 150.000 LF | 0.50000 75.00| 3.78000 567.00| 1.20000 180.00 Silt Fence Removal | | | 0140 701A028 13.000 MILE| 1590.75000 20679.75| 1885.53000 24511.89| 1653.75000 21498.75 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040625011 COUNTIES : JEFFERSON LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A032 13.000 MILE| 1590.75000 20679.75| 1885.53000 24511.89| 1653.75000 21498.75 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A041 13.000 MILE| 999.90000 12998.70| 1185.19000 15407.47| 1039.50000 13513.50 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 1.000 MILE| 2020.00000 2020.00| 2394.32000 2394.32| 2100.00000 2100.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701B009 17158.000 LF | 0.91000 15613.78| 1.08000 18530.64| 0.95000 16300.10 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 13.000 MILE| 505.00000 6565.00| 598.58000 7781.54| 525.00000 6825.00 Broken Temporary Traffic Stripe | | | 0200 701C001 1.000 MILE| 1010.00000 1010.00| 1197.16000 1197.16| 1050.00000 1050.00 Solid Temporary Traffic Stripe | | | 0210 703A002 15769.000 SQFT| 2.53000 39895.57| 2.99000 47149.31| 2.63000 41472.47 Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 1412.000 SQFT| 3.54000 4998.48| 4.19000 5916.28| 3.68000 5196.16 Traffic Control Legends, Class 2, Type | | | 0230 703D001 1632.000 SQFT| 1.52000 2480.64| 1.80000 2937.60| 1.58000 2578.56 Temporary Traffic Control Markings | | | 0240 705A030 66.000 EACH| 5.30000 349.80| 6.29000 415.14| 5.51000 363.66 Pavement Markers, Class A-H, Type 2-C | | | 0250 705A031 810.000 EACH| 5.30000 4293.00| 6.29000 5094.90| 5.51000 4463.10 Pavement Markers, Class A-H, Type 1-A | | | 0260 730H001 16388.000 LF | 2.75000 45067.00| 2.93000 48016.84| 2.57000 42117.16 Loop Wire | | | 0270 730I001 1300.000 LF | 0.75000 975.00| 1.20000 1560.00| 1.05000 1365.00 Loop Detector Lead-In-Cable | | | 0280 740B000 631.000 SQFT| 7.42000 4682.02| 9.14000 5767.34| 7.96000 5022.76 Construction Signs | | | 0290 740E000 243.000 EACH| 9.81000 2383.83| 5.99000 1455.57| 12.76000 3100.68 Cones (36 Inches High) | | | 0300 740M001 243.000 EACH| 6.36000 1545.48| 4.10000 996.30| 1.08000 262.44 Ballast For Cone | | | 0310 741C010 1.000 EACH| 1500.00000 1500.00| 680.49000 680.49| 1543.50000 1543.50 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,216,202.35| $ 1,478,102.82| $ 1,530,370.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,216,202.35| $ 1,478,102.82| $ 1,530,370.11 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 20040625012 COUNTIES : COVINGTON LETTING DATE : 06/25/04 10:00 AM DIVISION : 07 CONTRACT TIME : 380 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : STPTE-0015(502) for constructing the Additional Lanes on East Three Notch STPAA-0015(503) Street (S.R.#15) from Stanley Street to S.R.#12 (U.S.#84) in Andalusia. Length 1.344 km -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 1,542,819.25 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,811,036.12 117.3849% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040625012 COUNTIES : COVINGTON LETTING DATE : 06/25/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001M LUMP| 7400.00000 7400.00| 7400.00000 7400.00| Clearing And Grubbing (Maximum | | | Allowable Bid $7400 Per | | | Hectare)(Approximately 1 Hectare) | | | 0020 206C010M 868.000 M2 | 7.50000 6510.00| 2.69000 2334.92| Removing Concrete Driveway | | | 0030 206D000M 200.000 M | 26.00000 5200.00| 6.60000 1320.00| Removing Pipe | | | 0040 206D003M 1334.000 M | 13.12000 17502.08| 3.40000 4535.60| Removing Curb And Gutter | | | 0050 206E001M 8.000 EACH| 250.00000 2000.00| 4.00000 32.00| Removing Inlets | | | 0060 210A000M 3700.000 M3 | 6.59000 24383.00| 6.75000 24975.00| Unclassified Excavation | | | 0070 210D021M 478.000 M3 | 13.00000 6214.00| 12.00000 5736.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0080 214A000M 2983.000 M3 | 10.55000 31470.65| 3.65000 10887.95| Structure Excavation | | | 0090 214B001M 992.000 M3 | 39.55000 39233.60| 28.90000 28668.80| Foundation Backfill, Commercial | | | 0100 230A000M 11.000 RBST| 1000.00000 11000.00| 325.00000 3575.00| Roadbed Processing | | | 0110 401A000M 9633.000 M2 | 1.00000 9633.00| 0.80000 7706.40| Bituminous Treatment A | | | 0120 405A000M 8100.000 L | 0.67000 5427.00| 0.90000 7290.00| Tack Coat | | | 0130 408A052M 8473.000 M2 | 1.85000 15675.05| 1.73000 14658.29| Planing Existing Pavement | | | (Approximately 26 mm Thru 50 mm Thick) | | | 0140 408A054M 8493.000 M2 | 2.75000 23355.75| 1.97000 16731.21| Planing Existing Pavement | | | (Approximately 76 mm Thru 100 mm Thick) | | | 0150 410C000M 1.000 EACH| 8500.00000 8500.00| 3986.81000 3986.81| Contractor Retained Profilograph | | | 0160 424A361M 1575.000 MTON| 38.00000 59850.00| 73.83000 116282.25| Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040625012 COUNTIES : COVINGTON LETTING DATE : 06/25/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B651M 1981.000 MTON| 45.00000 89145.00| 61.53000 121890.93| Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 424B681M 1808.000 MTON| 45.00000 81360.00| 59.71000 107955.68| Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424B689M 3805.000 MTON| 45.00000 171225.00| 65.66000 249836.30| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,25.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 430B000M 300.000 MTON| 30.00000 9000.00| 41.28000 12384.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0210 459A000M 7371.000 M2 | 3.50000 25798.50| 3.09000 22776.39| Rubblizing Continuously Reinforced | | | Concrete Pavement | | | 0220 459B000M 200.000 MTON| 30.00000 6000.00| 29.00000 5800.00| Filler Aggregate | | | 0230 502A000M 49.000 KG | 10.00000 490.00| 4.00000 196.00| Steel Reinforcement | | | 0240 530A001M 44.000 M | 78.66000 3461.04| 69.00000 3036.00| 450 mm Roadway Pipe (Class 3 R.C.) | | | 0250 530A002M 42.000 M | 126.00000 5292.00| 95.00000 3990.00| 600 mm Roadway Pipe (Class 3 R.C.) | | | 0260 530A003M 90.000 M | 178.65000 16078.50| 110.00000 9900.00| 750 mm Roadway Pipe (Class 3 R.C.) | | | 0270 530A102M 5.000 M | 250.00000 1250.00| 96.00000 480.00| 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0280 530B004M 16.000 M | 435.84000 6973.44| 240.00000 3840.00| 1110 mm Span X 675 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0290 533A098M 402.000 M | 65.37000 26278.74| 70.00000 28140.00| 450 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0300 533A099M 486.000 M | 105.00000 51030.00| 96.00000 46656.00| 600 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0310 533A100M 437.000 M | 155.00000 67735.00| 110.00000 48070.00| 750 mm Storm Sewer Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040625012 COUNTIES : COVINGTON LETTING DATE : 06/25/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 533A101M 36.000 M | 220.00000 7920.00| 175.00000 6300.00| 900 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0330 533B100M 45.000 M | 260.00000 11700.00| 180.00000 8100.00| 920 mm Span, 570 mm Rise Storm Sewer | | | Pipe (Class 3 R.C.) | | | 0340 600A000M LUMP| 150000.00000 150000.00| 200000.00000 200000.00| Mobilization | | | 0350 602A000M 50.000 EACH| 100.00000 5000.00| 80.00000 4000.00| Right Of Way Markers | | | 0360 602C000M 7.000 EACH| 200.00000 1400.00| 90.00000 630.00| Permanent Easement Marker | | | 0370 606A000M 1285.000 M | 25.00000 32125.00| 19.00000 24415.00| 150 mm Underdrain Pipe | | | 0380 610C001M 20.000 MTON| 55.00000 1100.00| 32.00000 640.00| Loose Riprap, Class 2 | | | 0390 610D003M 7.000 M2 | 22.00000 154.00| 3.50000 24.50| Filter Blanket, Geotextile | | | 0400 614A000M 8.000 M3 | 600.00000 4800.00| 500.00000 4000.00| Slope Paving | | | 0410 618A000M 2118.000 M2 | 28.20000 59727.60| 33.27000 70465.86| Concrete Sidewalk, 100 mm Thick | | | 0420 618B002M 348.000 M2 | 42.00000 14616.00| 46.00000 16008.00| Concrete Driveway, 150 mm Thick | | | 0430 620A000M 5.000 M3 | 700.00000 3500.00| 800.00000 4000.00| Minor Structure Concrete | | | 0440 621A000M 9.000 EACH| 3000.00000 27000.00| 3600.00000 32400.00| Junction Boxes, Type 1, 1P Or 5 | | | 0450 621A022M 1.000 EACH| 6000.00000 6000.00| 4300.00000 4300.00| Junction Boxes, Type 1 (Modified) | | | 0460 621B034M 1.000 EACH| 1000.00000 1000.00| 1800.00000 1800.00| Junction Box Units, Type 1 (Modified) | | | 0470 621C015M 34.000 EACH| 1750.00000 59500.00| 2300.00000 78200.00| Inlets, Type S1 Or S3 (1 Wing) | | | 0480 621C016M 4.000 EACH| 2100.00000 8400.00| 3000.00000 12000.00| Inlets, Type S2 Or S4 (1 Wing) | | | 0490 621C018M 1.000 EACH| 2450.00000 2450.00| 4000.00000 4000.00| Inlets, Type S2 Or S4 (2 Wing) | | | 0500 621C100M 2.000 EACH| 3800.00000 7600.00| 3300.00000 6600.00| Inlets, Type PR | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040625012 COUNTIES : COVINGTON LETTING DATE : 06/25/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 621C109M 2.000 EACH| 3500.00000 7000.00| 3200.00000 6400.00| Inlets, Type PD | | | 0520 621D015M 9.000 EACH| 500.00000 4500.00| 550.00000 4950.00| Inlet Units, Type S1 Or S3 | | | 0530 621D016M 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| Inlet Units, Type S2 Or S4 | | | 0540 621D038M 3.000 EACH| 500.00000 1500.00| 900.00000 2700.00| Inlet Units, Type PR | | | 0550 621I001M 1.000 EACH| 7500.00000 7500.00| 5000.00000 5000.00| Stilling Basins, Type 1 | | | 0560 623A004M 443.000 M | 110.00000 48730.00| 62.50000 27687.50| Concrete Gutter (Modified) | | | 0570 623C000M 1296.000 M | 38.00000 49248.00| 40.00000 51840.00| Combination Curb & Gutter, Type C | | | 0580 650A000M 685.000 M3 | 13.00000 8905.00| 15.00000 10275.00| Topsoil | | | 0590 651B000M 5.000 MTON| 11.00000 55.00| 40.00000 200.00| Agricultural Limestone | | | 0600 654A001M 6700.000 M2 | 3.60000 24120.00| 4.25000 28475.00| Solid Sodding (Bermuda) | | | 0610 665F000M 650.000 EACH| 7.00000 4550.00| 5.00000 3250.00| Hay Bales | | | 0620 665G000M 300.000 EACH| 1.00000 300.00| 6.00000 1800.00| Sand Bags | | | 0630 665J000M 500.000 M | 10.00000 5000.00| 15.00000 7500.00| Silt Fence, Type A | | | 0640 665O001M 500.000 M | 3.30000 1650.00| 4.00000 2000.00| Silt Fence Removal | | | 0650 680A000M LUMP| 20000.00000 20000.00| 130000.00000 130000.00| Engineering Controls | | | 0660 701A028M 3.000 KM | 1243.00000 3729.00| 1243.00000 3729.00| Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0670 701A041M 3.000 KM | 622.00000 1866.00| 622.00000 1866.00| Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0680 701A048M 3.000 KM | 1554.00000 4662.00| 1554.00000 4662.00| Solid Yellow, Class 2, Type A, Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040625012 COUNTIES : COVINGTON LETTING DATE : 06/25/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 701B006M 85.000 M | 3.28000 278.80| 3.28000 278.80| Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 0700 701C000M 6.000 KM | 311.00000 1866.00| 311.00000 1866.00| Broken Temporary Traffic Stripe | | | 0710 701C001M 8.000 KM | 373.00000 2984.00| 373.00000 2984.00| Solid Temporary Traffic Stripe | | | 0720 701D007M 1.000 KM | 932.00000 932.00| 932.00000 932.00| Solid Traffic Stripe Removed (Paint) | | | 0730 701D008M 1.000 KM | 994.00000 994.00| 994.00000 994.00| Solid Traffic Stripe Removed (Plastic) | | | 0740 701D014M 1.000 KM | 777.00000 777.00| 777.00000 777.00| Broken Traffic Stripe Removed (Paint) | | | 0750 701D015M 1.000 KM | 839.00000 839.00| 839.00000 839.00| Broken Traffic Stripe Removed (Plastic) | | | 0760 703A002M 350.000 M2 | 33.00000 11550.00| 33.00000 11550.00| Traffic Control Markings, Class 2, Type | | | A | | | 0770 703B002M 7.000 M2 | 54.00000 378.00| 54.00000 378.00| Traffic Control Legends, Class 2, Type | | | 0780 703D001M 350.000 M2 | 16.00000 5600.00| 16.00000 5600.00| Temporary Traffic Control Markings | | | 0790 705A030M 200.000 EACH| 5.00000 1000.00| 5.00000 1000.00| Pavement Markers, Class A-H, Type 2-C | | | 0800 705A031M 200.000 EACH| 5.00000 1000.00| 5.00000 1000.00| Pavement Markers, Class A-H, Type 1-A | | | 0810 705A032M 20.000 EACH| 5.00000 100.00| 5.00000 100.00| Pavement Markers, Class A-H, Type 1-B | | | 0820 705A037M 200.000 EACH| 5.00000 1000.00| 5.00000 1000.00| Pavement Markers, Class A-H, Type 2-D | | | 0830 705A038M 15.000 EACH| 5.00000 75.00| 5.00000 75.00| Pavement Markers, Class A-H, Type 2-E | | | 0840 730A000M LUMP| 500.00000 500.00| 526.32000 526.32| Removal Of Existing Traffic Control | | | Unit (SR-15 AT SR-100) | | | 0850 730C000M LUMP| 750.00000 750.00| 789.48000 789.48| Furnishing And Installing Traffic | | | Control Unit( SR-15 AT SR-100) | | | 0860 730E000M 1.000 EACH| 3500.00000 3500.00| 3684.21000 3684.21| Metal Traffic Signal Pole Foundation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 012 -7 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040625012 COUNTIES : COVINGTON LETTING DATE : 06/25/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0870 730F000M 1.000 EACH| 8478.00000 8478.00| 8924.21000 8924.21| Metal Traffic Signal Pole With 16.8 m | | | Mast Arm Assembly | | | 0880 730H001M 370.000 M | 4.00000 1480.00| 4.21000 1557.70| Loop Wire | | | 0890 730I001M 170.000 M | 2.00000 340.00| 2.11000 358.70| Loop Dectector Lead-In-Cable | | | 0900 730J010M 5.000 EACH| 200.00000 1000.00| 210.53000 1052.65| Vehicle Loop Detector | | | 0910 730K000M 2.000 EACH| 355.00000 710.00| 373.69000 747.38| Traffic Signal Junction Box | | | 0920 730L003M 50.000 M | 4.00000 200.00| 4.21000 210.50| 27 Millimeter Non-Metallic, Conduit | | | 0930 730L005M 110.000 M | 6.00000 660.00| 6.32000 695.20| 53 Millimeter Non-Metallic, Conduit | | | 0940 730P022M 6.000 EACH| 899.00000 5394.00| 946.32000 5677.92| Vehicular Signal Head, 300 Millimeter, | | | 3 Section, Type LED | | | 0950 730R022M 1.000 EACH| 7839.00000 7839.00| 8251.59000 8251.59| Controller Assembly, Type III, 8 Phase | | | 0960 740B000M 127.000 M2 | 86.50000 10985.50| 82.11000 10427.97| Construction Signs | | | 0970 740D000M 160.000 EACH| 40.00000 6400.00| 52.63000 8420.80| Channelizing Drums | | | 0980 740E000M 130.000 EACH| 10.00000 1300.00| 7.28000 946.40| Cones (900 mm High) | | | 0990 740F002M 30.000 EACH| 165.00000 4950.00| 178.95000 5368.50| Barricades, Type III | | | 1000 740I005M 35.000 EACH| 450.00000 15750.00| 368.42000 12894.70| Warning Lights, Type B (Detachable Head | | | 1010 740M001M 130.000 EACH| 1.00000 130.00| 4.37000 568.10| Ballast For Cone | | | 1020 740O000M 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| Pilot Car | | | 1030 740Q000M 500.000 M | 10.00000 5000.00| 14.08000 7040.00| Construction Safety Fence | | | 1040 741C010M 2.000 EACH| 500.00000 1000.00| 3160.00000 6320.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 012 -8 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040625012 COUNTIES : COVINGTON LETTING DATE : 06/25/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1050 756A021M 35.000 M | 60.00000 2100.00| 63.16000 2210.60| 78 mm Electrical Conduit, 1 Line, Type | | | 5 Installation | | | 1060 999 000M 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,542,819.25| $ 1,811,036.12| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,542,819.25| $ 1,811,036.12| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 20040625017 COUNTIES : CHAMBERS LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-0900(225) for constructing the Resurfacing and Traffic Stripe on C.R.#1032 from C.R.#1009 to C.R.#1028 southwest of Lafayette. Length - 3.459 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 466,916.36 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040625017 COUNTIES : CHAMBERS LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( ) |EAST ALABAMA PAVING CO., IN |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 3654.000 GAL | 1.50000 5481.00| | Tack Coat | | | 0020 424A336 1706.000 TON | 46.15000 78731.90| | Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range A/B | | | 0030 424A346 1218.000 TON | 46.22000 56295.96| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 424B635 4690.000 TON | 43.77000 205281.30| | Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size MIx, ESAL Range A/B | | | 0050 424B640 100.000 TON | 120.00000 12000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424C351 670.000 TON | 43.95000 29446.50| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 430B043 1005.000 TON | 20.00000 20100.00| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0080 600A000 LUMP| 21080.00000 21080.00| | Mobilization | | | 0090 630A001 250.000 LF | 29.50000 7375.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1500.00000 6000.00| | Guardrail End Anchor, Type 10 Series | | | 0110 701A031 7.000 MILE| 1200.00000 8400.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0120 701A035 5.000 MILE| 1400.00000 7000.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040625017 COUNTIES : CHAMBERS LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( ) |EAST ALABAMA PAVING CO., IN |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A045 3.000 MILE| 980.00000 2940.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 703A002 80.000 SQFT| 3.30000 264.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0150 705A032 101.000 EACH| 5.60000 565.60| | Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 343.000 EACH| 5.70000 1955.10| | Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 195.000 SQFT| 10.00000 1950.00| | Construction Signs | | | 0180 740E000 50.000 EACH| 20.00000 1000.00| | Cones (36 Inches High) | | | 0190 740M001 50.000 EACH| 1.00000 50.00| | Ballast For Cone | | | 0200 740O000 1.000 EACH| 1000.00000 1000.00| | Pilot Car | | | SECTION TOTALS | $ 466,916.36| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 466,916.36| $ 1,811,036.12| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 20040625018 COUNTIES : CLAY LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-1406(200) for constructing the Resurfacing and Traffic Stripe on C.R.#4 from C.R.#511 in Hollins to C.R.#7. Length - 6.696 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 672,248.20 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 690,398.44 102.6999% 3 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 699,513.88 104.0559% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040625018 COUNTIES : CLAY LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 13022 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B108 77429.000 SQYD| 0.75000 58071.75| 0.77000 59620.33| 0.72000 55748.88 Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 2537.000 GAL | 0.95000 2410.15| 0.92000 2334.04| 0.00000 0.00 Tack Coat | | | 0030 424A341 7126.000 TON | 42.10000 300004.60| 44.64000 318104.64| 45.00000 320670.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424A346 525.000 TON | 43.90000 23047.50| 55.87000 29331.75| 50.00000 26250.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424B640 500.000 TON | 65.00000 32500.00| 70.43000 35215.00| 80.00000 40000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424B643 898.000 TON | 44.90000 40320.20| 44.08000 39583.84| 45.00000 40410.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424C351 1288.000 TON | 40.30000 51906.40| 49.45000 63691.60| 45.00000 57960.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 430B043 1800.000 TON | 20.50000 36900.00| 19.58000 35244.00| 20.00000 36000.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0090 600A000 LUMP| 43500.00000 43500.00| 16823.15000 16823.15| 37500.00000 37500.00 Mobilization | | | 0100 630A004 150.000 LF | 29.50000 4425.00| 35.14000 5271.00| 37.50000 5625.00 Steel Beam Guardrail, Class B, Type 2 | | | 0110 630C022 4.000 EACH| 1200.00000 4800.00| 1429.44000 5717.76| 1800.00000 7200.00 Guardrail End Anchor, Type Special | | | 0120 630C070 8.000 EACH| 1400.00000 11200.00| 1667.68000 13341.44| 1650.00000 13200.00 Guardrail End Anchor, Type 10 Series | | | 0130 665F000 200.000 EACH| 9.75000 1950.00| 3.78000 756.00| 12.00000 2400.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040625018 COUNTIES : CLAY LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 13022 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665J000 200.000 LF | 17.75000 3550.00| 3.78000 756.00| 3.00000 600.00 Silt Fence, Type A | | | 0150 665O001 200.000 LF | 8.25000 1650.00| 2.52000 504.00| 3.00000 600.00 Silt Fence Removal | | | 0160 701A031 14.000 MILE| 1300.00000 18200.00| 1548.56000 21679.84| 1180.00000 16520.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0170 701A035 10.000 MILE| 1400.00000 14000.00| 1667.69000 16676.90| 1340.00000 13400.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701A045 2.000 MILE| 1050.00000 2100.00| 1250.76000 2501.52| 830.00000 1660.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0190 701C000 2.000 MILE| 400.00000 800.00| 476.48000 952.96| 520.00000 1040.00 Broken Temporary Traffic Stripe | | | 0200 701C001 10.000 MILE| 500.00000 5000.00| 595.60000 5956.00| 590.00000 5900.00 Solid Temporary Traffic Stripe | | | 0210 703A002 340.000 SQFT| 3.00000 1020.00| 3.57000 1213.80| 5.00000 1700.00 Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 137.000 SQFT| 4.00000 548.00| 4.76000 652.12| 5.00000 685.00 Traffic Control Legends, Class 2, Type | | | 0230 705A032 726.000 EACH| 5.50000 3993.00| 6.55000 4755.30| 5.50000 3993.00 Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 198.000 EACH| 5.90000 1168.20| 7.03000 1391.94| 5.50000 1089.00 Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 312.000 SQFT| 8.20000 2558.40| 9.14000 2851.68| 14.00000 4368.00 Construction Signs | | | 0260 740E000 50.000 EACH| 1.25000 62.50| 10.08000 504.00| 1.00000 50.00 Cones (36 Inches High) | | | 0270 740M001 50.000 EACH| 1.25000 62.50| 4.10000 205.00| 1.00000 50.00 Ballast For Cone | | | 0280 740O000 1.000 EACH| 6500.00000 6500.00| 4762.83000 4762.83| 4895.00000 4895.00 Pilot Car | | | SECTION TOTALS | $ 672,248.20| $ 690,398.44| $ 699,513.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 672,248.20| $ 690,398.44| $ 699,513.88 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 20040625019 COUNTIES : DALE LETTING DATE : 06/25/04 10:00 AM DIVISION : 07 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-2321(201) for constructing the Resurfacing and Traffic Stripe on C.R.#15 from S.R.#105 to the Barbour county line north east of Ozark. Length - 8.40 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 657,306.24 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 736,196.82 112.0021% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040625019 COUNTIES : DALE LETTING DATE : 06/25/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 1237.000 CUYD| 6.50000 8040.50| 18.13000 22426.81| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 212A000 891.000 STA | 33.50000 29848.50| 33.89000 30195.99| Machine Grading Shoulders | | | 0030 401B100 108882.000 SQYD| 0.75000 81661.50| 0.59000 64240.38| Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 250.000 GAL | 3.00000 750.00| 5.22000 1305.00| Tack Coat | | | 0050 429A201 9422.000 TON | 43.95000 414096.90| 51.15000 481935.30| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429A206 200.000 TON | 47.50000 9500.00| 61.97000 12394.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0070 429B205 150.000 TON | 75.00000 11250.00| 134.17000 20125.50| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0080 429B213 140.000 TON | 75.00000 10500.00| 67.25000 9415.00| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0090 600A000 LUMP| 25000.00000 25000.00| 28500.00000 28500.00| Mobilization | | | 0100 652A061 10.000 ACRE| 330.00000 3300.00| 330.00000 3300.00| Seeding (Mix 3E) | | | 0110 656A000 10.000 ACRE| 320.00000 3200.00| 320.00000 3200.00| Mulching, Class A, Type 1 | | | 0120 701A031 17.000 MILE| 1050.00000 17850.00| 1050.00000 17850.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0130 701A035 12.000 MILE| 1225.00000 14700.00| 1225.00000 14700.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040625019 COUNTIES : DALE LETTING DATE : 06/25/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A045 5.000 MILE| 650.00000 3250.00| 650.00000 3250.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701C000 10.000 MILE| 390.00000 3900.00| 390.00000 3900.00| Broken Temporary Traffic Stripe | | | 0160 701C001 24.000 MILE| 450.00000 10800.00| 450.00000 10800.00| Solid Temporary Traffic Stripe | | | 0170 703A002 260.000 SQFT| 3.00000 780.00| 3.00000 780.00| Traffic Control Markings, Class 2, Type | | | A | | | 0180 703D002 260.000 SQFT| 1.30000 338.00| 1.30000 338.00| Temporary Traffic Control Markings | | | (Paint) | | | 0190 705A032 346.000 EACH| 4.80000 1660.80| 4.80000 1660.80| Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 607.000 EACH| 4.80000 2913.60| 4.80000 2913.60| Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 313.000 SQFT| 7.88000 2466.44| 7.88000 2466.44| Construction Signs | | | 0220 740O000 1.000 EACH| 1500.00000 1500.00| 500.00000 500.00| Pilot Car | | | SECTION TOTALS | $ 657,306.24| $ 736,196.82| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 657,306.24| $ 736,196.82| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20040625021 COUNTIES : ELMORE LETTING DATE : 06/25/04 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-2600(204) for constructing the Resurfacing and Traffic Stripe on C.R.#192 from C.R.#65 to the Eclectic city limits. Length - 2.515 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 238,666.25 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 247,635.35 103.7580% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 273,681.47 114.6712% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040625021 COUNTIES : ELMORE LETTING DATE : 06/25/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP |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 401B108 29523.000 SQYD| 0.75000 22142.25| 1.15000 33951.45| 1.02000 30113.46 Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 1772.000 GAL | 1.00000 1772.00| 0.45000 797.40| 0.92000 1630.24 Tack Coat | | | 0030 408A051 214.000 SQYD| 14.50000 3103.00| 15.00000 3210.00| 16.74000 3582.36 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 424A340 2517.000 TON | 39.00000 98163.00| 39.95000 100554.15| 44.83000 112837.11 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A346 886.000 TON | 38.70000 34288.20| 27.75000 24586.50| 49.04000 43449.44 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424B640 100.000 TON | 65.00000 6500.00| 45.00000 4500.00| 78.22000 7822.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424C351 488.000 TON | 44.55000 21740.40| 43.95000 21447.60| 53.63000 26171.44 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 430B043 333.000 TON | 28.00000 9324.00| 32.00000 10656.00| 31.92000 10629.36 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0090 600A000 LUMP| 15000.00000 15000.00| 24000.00000 24000.00| 7279.01000 7279.01 Mobilization | | | 0100 701A031 6.000 MILE| 1150.00000 6900.00| 1092.50000 6555.00| 1370.15000 8220.90 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0110 701A035 4.000 MILE| 1290.00000 5160.00| 1225.50000 4902.00| 1536.96000 6147.84 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701A045 2.000 MILE| 790.00000 1580.00| 750.50000 1501.00| 941.24000 1882.48 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040625021 COUNTIES : ELMORE LETTING DATE : 06/25/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C000 4.000 MILE| 480.00000 1920.00| 456.00000 1824.00| 571.89000 2287.56 Broken Temporary Traffic Stripe | | | 0140 701C001 8.000 MILE| 520.00000 4160.00| 494.00000 3952.00| 619.55000 4956.40 Solid Temporary Traffic Stripe | | | 0150 703A002 40.000 SQFT| 10.00000 400.00| 9.50000 380.00| 11.91000 476.40 Traffic Control Markings, Class 2, Type | | | A | | | 0160 705A032 73.000 EACH| 5.00000 365.00| 4.75000 346.75| 5.96000 435.08 Pavement Markers, Class A-H, Type 1-B | | | 0170 705A037 250.000 EACH| 5.00000 1250.00| 4.75000 1187.50| 5.96000 1490.00 Pavement Markers, Class A-H, Type 2-D | | | 0180 740B000 132.000 SQFT| 8.70000 1148.40| 12.00000 1584.00| 9.14000 1206.48 Construction Signs | | | 0190 740O000 1.000 EACH| 3750.00000 3750.00| 1700.00000 1700.00| 3063.91000 3063.91 Pilot Car | | | SECTION TOTALS | $ 238,666.25| $ 247,635.35| $ 273,681.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 238,666.25| $ 247,635.35| $ 273,681.47 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20040625022 COUNTIES : LAWRENCE LETTING DATE : 06/25/04 10:00 AM DIVISION : 02 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4000(213) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#29 at Stinson Branch southeast of Needmore. Length 0.011 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 127,433.00 100.0000% 2 02011 BROOKS & SON CONSTRUCTION $ 135,876.40 106.6258% 3 07048 GLASGOW CONSTRUCTION CO., INC. $ 135,972.00 106.7008% 4 08077 HASTINGS GENERAL CONTRACTING, INC. $ 164,785.00 129.3111% 5 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 165,838.80 130.1380% 6 03094 CATOMA CONTRACTING, INC. $ 191,765.00 150.4830% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040625022 COUNTIES : LAWRENCE LETTING DATE : 06/25/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 02011 |( 3 ) 07048 |TRI-COUNTY CONCRETE CONSTRU |BROOKS & SON CONSTRUCTION |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 2000.00000 2000.00| 6000.00000 6000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 15+91.13 | | | 0020 214A000 1110.000 CUYD| 20.00000 22200.00| 4.00000 4440.00| 10.00000 11100.00 Structure Excavation | | | 0030 214B001 578.000 CUYD| 14.00000 8092.00| 15.00000 8670.00| 20.00000 11560.00 Foundation Backfill, Commercial | | | 0040 502A000 48170.000 LB | 0.55000 26493.50| 0.62000 29865.40| 0.60000 28902.00 Steel Reinforcement | | | 0050 524A010 260.000 CUYD| 200.00000 52000.00| 270.00000 70200.00| 200.00000 52000.00 Culvert Concrete | | | 0060 600A000 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 11000.00000 11000.00 Mobilization | | | 0070 610C001 200.000 TON | 15.00000 3000.00| 17.00000 3400.00| 25.00000 5000.00 Loose Riprap, Class 2 | | | 0080 610D000 100.000 SQYD| 3.00000 300.00| 5.00000 500.00| 2.00000 200.00 Filter Blanket | | | 0090 665F000 50.000 EACH| 5.00000 250.00| 10.00000 500.00| 10.00000 500.00 Hay Bales | | | 0100 665J000 560.000 LF | 10.00000 5600.00| 5.00000 2800.00| 10.00000 5600.00 Silt Fence, Type A | | | 0110 665O001 560.000 LF | 3.00000 1680.00| 2.00000 1120.00| 2.00000 1120.00 Silt Fence Removal | | | 0120 680A000 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 1000.00000 1000.00 Engineering Controls | | | 0130 740B000 109.000 SQFT| 7.50000 817.50| 9.00000 981.00| 10.00000 1090.00 Construction Signs | | | 0140 740F002 8.000 EACH| 200.00000 1600.00| 250.00000 2000.00| 200.00000 1600.00 Barricades, Type III | | | 0150 740I005 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 150.00000 300.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 127,433.00| $ 135,876.40| $ 135,972.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 127,433.00| $ 135,876.40| $ 135,972.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040625022 COUNTIES : LAWRENCE LETTING DATE : 06/25/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 08077 |( 5 ) 18036 |( 6 ) 03094 |HASTINGS GENERAL CONTRACTIN |RILEY BRIDGE & ENGINEERING |CATOMA CONTRACTING, 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| 500.00000 500.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 15+91.13 | | | 0020 214A000 1110.000 CUYD| 8.00000 8880.00| 10.00000 11100.00| 18.50000 20535.00 Structure Excavation | | | 0030 214B001 578.000 CUYD| 12.00000 6936.00| 20.00000 11560.00| 22.00000 12716.00 Foundation Backfill, Commercial | | | 0040 502A000 48170.000 LB | 0.55000 26493.50| 0.64000 30828.80| 0.55000 26493.50 Steel Reinforcement | | | 0050 524A010 260.000 CUYD| 315.00000 81900.00| 310.00000 80600.00| 300.00000 78000.00 Culvert Concrete | | | 0060 600A000 LUMP| 19700.00000 19700.00| 15000.00000 15000.00| 18000.00000 18000.00 Mobilization | | | 0070 610C001 200.000 TON | 16.00000 3200.00| 24.00000 4800.00| 25.00000 5000.00 Loose Riprap, Class 2 | | | 0080 610D000 100.000 SQYD| 1.50000 150.00| 3.00000 300.00| 10.00000 1000.00 Filter Blanket | | | 0090 665F000 50.000 EACH| 5.00000 250.00| 6.00000 300.00| 30.00000 1500.00 Hay Bales | | | 0100 665J000 560.000 LF | 3.50000 1960.00| 6.00000 3360.00| 13.50000 7560.00 Silt Fence, Type A | | | 0110 665O001 560.000 LF | 0.50000 280.00| 2.50000 1400.00| 8.00000 4480.00 Silt Fence Removal | | | 0120 680A000 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 4500.00000 4500.00 Engineering Controls | | | 0130 740B000 109.000 SQFT| 9.50000 1035.50| 10.00000 1090.00| 14.50000 1580.50 Construction Signs | | | 0140 740F002 8.000 EACH| 200.00000 1600.00| 400.00000 3200.00| 300.00000 2400.00 Barricades, Type III | | | 0150 740I005 2.000 EACH| 200.00000 400.00| 400.00000 800.00| 250.00000 500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 164,785.00| $ 165,838.80| $ 191,765.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 164,785.00| $ 165,838.80| $ 191,765.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20040625023 COUNTIES : MADISON LETTING DATE : 06/25/04 10:00 AM DIVISION : 01 CONTRACT TIME : 160 Calendar Days CONTRACT DESCRIPTION : HUNTSVILLE PROJECT(S) : STPAA-CN04(904) for constructing the Planing, Resurfacing and Traffic Stripe on various streets in Huntsville as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 2,639,612.80 100.0000% 2 18037 REED CONTRACTING SERVICES, INC. $ 3,015,535.05 114.2416% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040625023 COUNTIES : MADISON LETTING DATE : 06/25/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18037 |( ) |APAC-SOUTHEAST, INC. |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C000 45.000 SQYD| 15.02000 675.90| 20.00000 900.00| Removing Concrete Sidewalk | | | 0020 206C002 69.000 SQYD| 19.59000 1351.71| 20.00000 1380.00| Removing Concrete Slope Paving | | | 0030 206C010 137.000 SQYD| 19.74000 2704.38| 25.00000 3425.00| Removing Concrete Driveway | | | 0040 206D003 358.000 LF | 15.10000 5405.80| 8.00000 2864.00| Removing Curb And Gutter | | | 0050 210A000 177.000 CUYD| 14.55000 2575.35| 15.00000 2655.00| Unclassified Excavation | | | 0060 305B060 850.000 TON | 20.74000 17629.00| 17.00000 14450.00| Crushed Aggregate, Section 825, Type B | | | 0070 405A000 22749.000 GAL | 1.41000 32076.09| 1.32000 30028.68| Tack Coat | | | 0080 408A052 222650.000 SQYD| 0.71000 158081.50| 1.21000 269406.50| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0090 408A053 172604.000 SQYD| 0.76000 131179.04| 1.48000 255453.92| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0100 408A054 905.000 SQYD| 1.69000 1529.45| 2.50000 2262.50| Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0110 424A356 16380.000 TON | 42.03000 688451.40| 41.05000 672399.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0120 424A366 20693.000 TON | 35.76000 739981.68| 37.50000 775987.50| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424B650 8747.000 TON | 36.06000 315416.82| 45.15000 394927.05| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424B651 262.000 TON | 45.21000 11845.02| 52.50000 13755.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040625023 COUNTIES : MADISON LETTING DATE : 06/25/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18037 |( ) |APAC-SOUTHEAST, INC. |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 430B004 46.000 TON | 20.78000 955.88| 16.00000 736.00| Aggregate Surfacing (ALDOT #810) | | | 0160 600A000 LUMP| 238985.67000 238985.67| 115000.00000 115000.00| Mobilization | | | 0170 614A000 35.000 CUYD| 219.60000 7686.00| 325.00000 11375.00| Slope Paving | | | 0180 618A000 45.000 SQYD| 53.62000 2412.90| 47.25000 2126.25| Concrete Sidewalk, 4" Thick | | | 0190 618B002 137.000 SQYD| 44.64000 6115.68| 58.00000 7946.00| Concrete Driveway, 6" Thick | | | 0200 623C000 588.000 LF | 20.42000 12006.96| 20.00000 11760.00| Combination Curb & Gutter, Type C | | | 0210 701A031 11.000 MILE| 1122.00000 12342.00| 1265.00000 13915.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0220 701A036 26.000 MILE| 1275.00000 33150.00| 1438.00000 37388.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0230 701A040 18.000 MILE| 612.00000 11016.00| 690.00000 12420.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0240 701A045 15.000 MILE| 612.00000 9180.00| 690.00000 10350.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0250 701B005 3550.000 LF | 0.61000 2165.50| 0.70000 2485.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0260 701C000 32.000 MILE| 535.50000 17136.00| 605.00000 19360.00| Broken Temporary Traffic Stripe | | | 0270 701C001 36.000 MILE| 586.50000 21114.00| 605.00000 21780.00| Solid Temporary Traffic Stripe | | | 0280 701F000 3550.000 LF | 0.20000 710.00| 0.25000 887.50| Dotted Temporary Traffic Stripe | | | 0290 703A002 13908.000 SQFT| 3.32000 46174.56| 3.75000 52155.00| Traffic Control Markings, Class 2, Type | | | A | | | 0300 703B002 2076.000 SQFT| 4.08000 8470.08| 4.60000 9549.60| Traffic Control Legends, Class 2, Type | | | 0310 705A037 2855.000 EACH| 6.12000 17472.60| 6.90000 19699.50| Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 023 -4 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040625023 COUNTIES : MADISON LETTING DATE : 06/25/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18037 |( ) |APAC-SOUTHEAST, INC. |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 705A039 1452.000 EACH| 6.12000 8886.24| 6.90000 10018.80| Pavement Markers, Class A-H, Type 2-A | | | 0330 730H001 30640.000 LF | 2.30000 70472.00| 2.95000 90388.00| Loop Wire | | | 0340 730I000 8150.000 LF | 0.51000 4156.50| 0.60000 4890.00| Shielded Loop Detector Home-Run Cable | | | 0350 740B000 9779.000 SQFT| 0.01000 97.79| 8.75000 85566.25| Construction Signs | | | 0360 740D000 57.000 EACH| 0.01000 0.57| 70.00000 3990.00| Channelizing Drums | | | 0370 740E000 125.000 EACH| 0.01000 1.25| 10.00000 1250.00| Cones (36 Inches High) | | | 0380 740F002 4.000 EACH| 0.01000 0.04| 230.00000 920.00| Barricades, Type III | | | 0390 740I005 2.000 EACH| 0.01000 0.02| 125.00000 250.00| Warning Lights, Type B (Detachable Head | | | 0400 740M001 125.000 EACH| 0.01000 1.25| 7.00000 875.00| Ballast For Cone | | | 0410 741C010 17.000 EACH| 0.01000 0.17| 1680.00000 28560.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,639,612.80| $ 3,015,535.05| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,639,612.80| $ 3,015,535.05| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20040625024 COUNTIES : MARSHALL LETTING DATE : 06/25/04 10:00 AM DIVISION : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-4816(200) for constructing the Resurfacing and Traffic Stripe on Cathedral Caverns Highway (C.R.#5) from D.A.R. School north of Grant to the Jackson county line. Length - 4.892 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 353,009.30 100.0000% 2 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 366,789.60 103.9037% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20040625024 COUNTIES : MARSHALL LETTING DATE : 06/25/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( ) |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 2210.000 GAL | 1.25000 2762.50| 1.15000 2541.50| Tack Coat | | | 0020 424A341 7105.000 TON | 34.25000 243346.25| 34.75000 246898.75| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424B643 250.000 TON | 35.00000 8750.00| 37.80000 9450.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 424C344 320.000 TON | 35.00000 11200.00| 45.00000 14400.00| Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 430B014 2580.000 TON | 9.50000 24510.00| 11.70000 30186.00| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0060 600A000 LUMP| 3500.00000 3500.00| 2900.00000 2900.00| Mobilization | | | 0070 630A001 525.000 LF | 15.25000 8006.25| 15.25000 8006.25| Steel Beam Guardrail, Class A, Type 2 | | | 0080 630C070 2.000 EACH| 1350.00000 2700.00| 1350.00000 2700.00| Guardrail End Anchor, Type 10 Series | | | 0090 701A031 9.000 MILE| 1130.00000 10170.00| 1100.00000 9900.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 6.000 MILE| 1320.00000 7920.00| 1250.00000 7500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 3.000 MILE| 800.00000 2400.00| 600.00000 1800.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701B005 833.000 LF | 0.60000 499.80| 0.70000 583.10| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0130 701C000 3.000 MILE| 500.00000 1500.00| 490.00000 1470.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20040625024 COUNTIES : MARSHALL LETTING DATE : 06/25/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( ) |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C001 18.000 MILE| 550.00000 9900.00| 570.00000 10260.00| Solid Temporary Traffic Stripe | | | 0150 703A002 2100.000 SQFT| 2.50000 5250.00| 3.50000 7350.00| Traffic Control Markings, Class 2, Type | | | A | | | 0160 703B002 327.000 SQFT| 3.50000 1144.50| 4.00000 1308.00| Traffic Control Legends, Class 2, Type | | | 0170 705A032 172.000 EACH| 5.25000 903.00| 6.00000 1032.00| Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 974.000 EACH| 5.25000 5113.50| 6.00000 5844.00| Pavement Markers, Class A-H, Type 2-D | | | 0190 705A038 166.000 EACH| 5.25000 871.50| 6.00000 996.00| Pavement Markers, Class A-H, Type 2-E | | | 0200 740B000 366.000 SQFT| 7.00000 2562.00| 4.00000 1464.00| Construction Signs | | | 0210 740E000 50.000 EACH| 0.00000 0.00| 1.00000 50.00| Cones (36 Inches High) | | | 0220 740O000 1.000 EACH| 0.00000 0.00| 150.00000 150.00| Pilot Car | | | SECTION TOTALS | $ 353,009.30| $ 366,789.60| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 353,009.30| $ 366,789.60| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20040625026 COUNTIES : PERRY LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 CONTRACT TIME : 150 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-5310(200) for constructing the Bridge Replacement (Precast & Bridge Culvert) and Approaches on C.R.#29 at Brush Creek and at Old Town Creek north of Marion. Length - 0.194 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 734,582.80 100.0000% 2 02088 B & B ENGINEERING & DESIGN, LLC $ 749,942.04 102.0909% 3 18024 RACON, INC. $ 759,613.39 103.4075% 4 13099 MCINNIS, LLC $ 789,494.95 107.4753% 5 01007 ALABAMA BRIDGE BUILDERS, INC. $ 820,440.78 111.6880% 6 16048 WALKER PATTON COMPANY, INC. $ 834,963.94 113.6651% 7 14008 NEWELL & BUSH, INC. $ 853,949.40 116.2496% 8 13021 MURPHREE BRIDGE CORPORATION $ 875,513.48 119.1851% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040625026 COUNTIES : PERRY LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 02088 |( 3 ) 18024 |GLASGOW CONSTRUCTION CO., I |B & B ENGINEERING & DESIGN, |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 6000.00000 6000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2 Acres) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 27500.00000 27500.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 8+93.57 | | | 0030 206A001 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 4000.00000 4000.00 Removal Of Old Bridge, Station 9+61.73 | | | 0040 210A000 2304.000 CUYD| 10.00000 23040.00| 3.00000 6912.00| 6.00000 13824.00 Unclassified Excavation | | | 0050 210D000 4925.000 CUYD| 12.00000 59100.00| 10.00000 49250.00| 8.00000 39400.00 Borrow Excavation | | | 0060 214A000 1404.000 CUYD| 12.00000 16848.00| 10.00000 14040.00| 8.00000 11232.00 Structure Excavation | | | 0070 214B001 272.000 CUYD| 30.00000 8160.00| 38.00000 10336.00| 28.00000 7616.00 Foundation Backfill, Commercial | | | 0080 230A000 9.000 RBST| 800.00000 7200.00| 500.00000 4500.00| 400.00000 3600.00 Roadbed Processing | | | 0090 301A012 2223.000 SQYD| 7.00000 15561.00| 6.00000 13338.00| 6.60000 14671.80 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 2130.000 SQYD| 1.00000 2130.00| 1.50000 3195.00| 1.00000 2130.00 Bituminous Treatment A | | | 0110 429A221 169.000 TON | 80.00000 13520.00| 70.00000 11830.00| 125.00000 21125.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0120 502A000 84903.000 LB | 0.60000 50941.80| 0.68000 57734.04| 0.71000 60281.13 Steel Reinforcement | | | 0130 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0140 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0150 505M002 1720.000 LF | 30.00000 51600.00| 22.00000 37840.00| 32.00000 55040.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040625026 COUNTIES : PERRY LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 02088 |( 3 ) 18024 |GLASGOW CONSTRUCTION CO., I |B & B ENGINEERING & DESIGN, |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 507A000 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 1285.00000 2570.00 Wire Rope Abutment Anchor Assembly | | | 0170 510A000 26.000 CUYD| 450.00000 11700.00| 500.00000 13000.00| 410.00000 10660.00 Bridge Substructure Concrete, Class A | | | 0180 511A000 66.000 EACH| 40.00000 2640.00| 50.00000 3300.00| 75.00000 4950.00 Elastomeric Bearings, Type 1 | | | 0190 512A014 2.000 EACH| 2500.00000 5000.00| 2700.00000 5400.00| 2850.00000 5700.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0200 512B004 4.000 EACH| 2600.00000 10400.00| 2700.00000 10800.00| 2800.00000 11200.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0210 512C017 30.000 EACH| 3000.00000 90000.00| 3000.00000 90000.00| 3300.00000 99000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0220 512C025 10.000 EACH| 3400.00000 34000.00| 3200.00000 32000.00| 3600.00000 36000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0230 512D025 6.000 EACH| 3000.00000 18000.00| 3200.00000 19200.00| 3350.00000 20100.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0240 512D030 4.000 EACH| 3000.00000 12000.00| 3200.00000 12800.00| 3350.00000 13400.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0250 512E002 24.000 EACH| 360.00000 8640.00| 300.00000 7200.00| 350.00000 8400.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0260 512F002 12.000 EACH| 550.00000 6600.00| 450.00000 5400.00| 565.00000 6780.00 Precast Concrete Wing Panels, Type W3 | | | 0270 512G000 4.000 EACH| 350.00000 1400.00| 400.00000 1600.00| 450.00000 1800.00 Precast Concrete Abutment Wing Cap Pane | | | 0280 524A011 463.000 CUYD| 300.00000 138900.00| 350.00000 162050.00| 325.00000 150475.00 Culvert Concrete (Cast In Place) | | | 0290 600A000 LUMP| 20000.00000 20000.00| 18500.00000 18500.00| 33150.00000 33150.00 Mobilization | | | 0300 610C001 1506.000 TON | 30.00000 45180.00| 20.00000 30120.00| 20.05000 30195.30 Loose Riprap, Class 2 | | | 0310 610D000 1189.000 SQYD| 2.00000 2378.00| 3.00000 3567.00| 1.50000 1783.50 Filter Blanket | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 026 -4 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040625026 COUNTIES : PERRY LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 02088 |( 3 ) 18024 |GLASGOW CONSTRUCTION CO., I |B & B ENGINEERING & DESIGN, |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 630A001 50.000 LF | 25.00000 1250.00| 20.00000 1000.00| 22.00000 1100.00 Steel Beam Guardrail, Class A, Type 2 | | | 0330 630C003 4.000 EACH| 1350.00000 5400.00| 1500.00000 6000.00| 1375.00000 5500.00 Guardrail End Anchor, Type 13 | | | 0340 630C070 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 1485.00000 5940.00 Guardrail End Anchor, Type 10 Series | | | 0350 637A001 105.000 LF | 10.00000 1050.00| 6.00000 630.00| 7.40000 777.00 Fence Reset (Includes All Types) | | | 0360 650A000 208.000 CUYD| 15.00000 3120.00| 15.00000 3120.00| 8.00000 1664.00 Topsoil | | | 0370 650B000 446.000 CUYD| 10.00000 4460.00| 6.00000 2676.00| 3.00000 1338.00 Topsoil From Stockpiles | | | 0380 652A056 2.000 ACRE| 1000.00000 2000.00| 1750.00000 3500.00| 1150.00000 2300.00 Seeding (Mix 2E) | | | 0390 656A001 2.000 ACRE| 1000.00000 2000.00| 3000.00000 6000.00| 1050.00000 2100.00 Mulching, Class A, Type 2 | | | 0400 665F000 60.000 EACH| 10.00000 600.00| 10.00000 600.00| 6.00000 360.00 Hay Bales | | | 0410 665I000 160.000 TON | 30.00000 4800.00| 20.00000 3200.00| 26.00000 4160.00 Temporary Riprap, Class 2 | | | 0420 665J000 540.000 LF | 10.00000 5400.00| 5.00000 2700.00| 3.00000 1620.00 Silt Fence, Type A | | | 0430 665O001 540.000 LF | 2.00000 1080.00| 4.00000 2160.00| 2.00000 1080.00 Silt Fence Removal | | | 0440 680A000 LUMP| 10000.00000 10000.00| 3000.00000 3000.00| 17250.00000 17250.00 Engineering Controls | | | 0450 701G009 2068.000 LF | 0.25000 517.00| 4.00000 8272.00| 0.56000 1158.08 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0460 701G027 2068.000 LF | 0.25000 517.00| 4.00000 8272.00| 0.56000 1158.08 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0470 740B000 295.000 SQFT| 10.00000 2950.00| 10.00000 2950.00| 8.50000 2507.50 Construction Signs | | | 0480 740F002 18.000 EACH| 200.00000 3600.00| 400.00000 7200.00| 210.00000 3780.00 Barricades, Type III | | | 0490 740I005 9.000 EACH| 100.00000 900.00| 250.00000 2250.00| 193.00000 1737.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 734,582.80| $ 749,942.04| $ 759,613.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 734,582.80| $ 749,942.04| $ 759,613.39 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 026 -5 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040625026 COUNTIES : PERRY LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 01007 |( 6 ) 16048 |MCINNIS, LLC |ALABAMA BRIDGE BUILDERS, IN |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 201A001 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 6000.00000 6000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2 Acres) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 40000.00000 40000.00| 35000.00000 35000.00 Removal Of Old Bridge, Station 8+93.57 | | | 0030 206A001 LUMP| 7500.00000 7500.00| 7500.00000 7500.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 9+61.73 | | | 0040 210A000 2304.000 CUYD| 3.00000 6912.00| 3.00000 6912.00| 6.00000 13824.00 Unclassified Excavation | | | 0050 210D000 4925.000 CUYD| 7.50000 36937.50| 7.50000 36937.50| 5.55000 27333.75 Borrow Excavation | | | 0060 214A000 1404.000 CUYD| 10.00000 14040.00| 10.64000 14938.56| 6.00000 8424.00 Structure Excavation | | | 0070 214B001 272.000 CUYD| 38.00000 10336.00| 45.21000 12297.12| 26.00000 7072.00 Foundation Backfill, Commercial | | | 0080 230A000 9.000 RBST| 300.00000 2700.00| 300.00000 2700.00| 700.00000 6300.00 Roadbed Processing | | | 0090 301A012 2223.000 SQYD| 4.00000 8892.00| 4.00000 8892.00| 8.20000 18228.60 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 2130.000 SQYD| 1.00000 2130.00| 0.60000 1278.00| 0.70000 1491.00 Bituminous Treatment A | | | 0110 429A221 169.000 TON | 100.00000 16900.00| 80.00000 13520.00| 140.00000 23660.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0120 502A000 84903.000 LB | 0.65000 55186.95| 0.75000 63677.25| 0.68000 57734.04 Steel Reinforcement | | | 0130 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0140 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0150 505M002 1720.000 LF | 30.00000 51600.00| 26.00000 44720.00| 30.00000 51600.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 026 -6 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040625026 COUNTIES : PERRY LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 01007 |( 6 ) 16048 |MCINNIS, LLC |ALABAMA BRIDGE BUILDERS, IN |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 507A000 2.000 EACH| 3000.00000 6000.00| 2500.00000 5000.00| 2000.00000 4000.00 Wire Rope Abutment Anchor Assembly | | | 0170 510A000 26.000 CUYD| 500.00000 13000.00| 300.00000 7800.00| 450.00000 11700.00 Bridge Substructure Concrete, Class A | | | 0180 511A000 66.000 EACH| 100.00000 6600.00| 100.00000 6600.00| 98.00000 6468.00 Elastomeric Bearings, Type 1 | | | 0190 512A014 2.000 EACH| 3500.00000 7000.00| 3500.00000 7000.00| 2700.00000 5400.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0200 512B004 4.000 EACH| 4000.00000 16000.00| 3000.00000 12000.00| 3200.00000 12800.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0210 512C017 30.000 EACH| 3000.00000 90000.00| 4000.00000 120000.00| 3200.00000 96000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0220 512C025 10.000 EACH| 3500.00000 35000.00| 4000.00000 40000.00| 3600.00000 36000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0230 512D025 6.000 EACH| 3500.00000 21000.00| 400.00000 2400.00| 3300.00000 19800.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0240 512D030 4.000 EACH| 3500.00000 14000.00| 3000.00000 12000.00| 3300.00000 13200.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0250 512E002 24.000 EACH| 600.00000 14400.00| 150.00000 3600.00| 500.00000 12000.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0260 512F002 12.000 EACH| 650.00000 7800.00| 250.00000 3000.00| 600.00000 7200.00 Precast Concrete Wing Panels, Type W3 | | | 0270 512G000 4.000 EACH| 500.00000 2000.00| 300.00000 1200.00| 1000.00000 4000.00 Precast Concrete Abutment Wing Cap Pane | | | 0280 524A011 463.000 CUYD| 350.00000 162050.00| 314.00000 145382.00| 327.59000 151674.17 Culvert Concrete (Cast In Place) | | | 0290 600A000 LUMP| 74000.00000 74000.00| 105277.77000 105277.77| 87110.00000 87110.00 Mobilization | | | 0300 610C001 1506.000 TON | 20.00000 30120.00| 20.00000 30120.00| 21.88000 32951.28 Loose Riprap, Class 2 | | | 0310 610D000 1189.000 SQYD| 3.50000 4161.50| 3.50000 4161.50| 1.90000 2259.10 Filter Blanket | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 026 -7 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040625026 COUNTIES : PERRY LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 01007 |( 6 ) 16048 |MCINNIS, LLC |ALABAMA BRIDGE BUILDERS, IN |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 630A001 50.000 LF | 20.00000 1000.00| 18.00000 900.00| 20.00000 1000.00 Steel Beam Guardrail, Class A, Type 2 | | | 0330 630C003 4.000 EACH| 1250.00000 5000.00| 1400.00000 5600.00| 1250.00000 5000.00 Guardrail End Anchor, Type 13 | | | 0340 630C070 4.000 EACH| 1350.00000 5400.00| 1410.00000 5640.00| 1350.00000 5400.00 Guardrail End Anchor, Type 10 Series | | | 0350 637A001 105.000 LF | 7.00000 735.00| 7.00000 735.00| 7.00000 735.00 Fence Reset (Includes All Types) | | | 0360 650A000 208.000 CUYD| 10.00000 2080.00| 10.00000 2080.00| 8.00000 1664.00 Topsoil | | | 0370 650B000 446.000 CUYD| 5.00000 2230.00| 5.00000 2230.00| 6.00000 2676.00 Topsoil From Stockpiles | | | 0380 652A056 2.000 ACRE| 750.00000 1500.00| 750.00000 1500.00| 750.00000 1500.00 Seeding (Mix 2E) | | | 0390 656A001 2.000 ACRE| 750.00000 1500.00| 750.00000 1500.00| 600.00000 1200.00 Mulching, Class A, Type 2 | | | 0400 665F000 60.000 EACH| 20.00000 1200.00| 20.00000 1200.00| 5.00000 300.00 Hay Bales | | | 0410 665I000 160.000 TON | 25.00000 4000.00| 25.00000 4000.00| 29.00000 4640.00 Temporary Riprap, Class 2 | | | 0420 665J000 540.000 LF | 4.00000 2160.00| 4.00000 2160.00| 2.50000 1350.00 Silt Fence, Type A | | | 0430 665O001 540.000 LF | 1.00000 540.00| 1.00000 540.00| 1.25000 675.00 Silt Fence Removal | | | 0440 680A000 LUMP| 10600.00000 10600.00| 12000.00000 12000.00| 15000.00000 15000.00 Engineering Controls | | | 0450 701G009 2068.000 LF | 0.25000 517.00| 0.53000 1096.04| 0.25000 517.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0460 701G027 2068.000 LF | 0.25000 517.00| 0.53000 1096.04| 0.25000 517.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0470 740B000 295.000 SQFT| 10.00000 2950.00| 10.00000 2950.00| 8.00000 2360.00 Construction Signs | | | 0480 740F002 18.000 EACH| 250.00000 4500.00| 250.00000 4500.00| 250.00000 4500.00 Barricades, Type III | | | 0490 740I005 9.000 EACH| 200.00000 1800.00| 200.00000 1800.00| 300.00000 2700.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 789,494.95| $ 820,440.78| $ 834,963.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 789,494.95| $ 820,440.78| $ 834,963.94 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 026 -8 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040625026 COUNTIES : PERRY LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 7 ) 14008 |( 8 ) 13021 |( ) |NEWELL & BUSH, 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 201A001 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2 Acres) | | | 0020 206A000 LUMP| 35000.00000 35000.00| 20000.00000 20000.00| Removal Of Old Bridge, Station 8+93.57 | | | 0030 206A001 LUMP| 10000.00000 10000.00| 7500.00000 7500.00| Removal Of Old Bridge, Station 9+61.73 | | | 0040 210A000 2304.000 CUYD| 4.00000 9216.00| 3.00000 6912.00| Unclassified Excavation | | | 0050 210D000 4925.000 CUYD| 6.75000 33243.75| 7.50000 36937.50| Borrow Excavation | | | 0060 214A000 1404.000 CUYD| 11.00000 15444.00| 10.00000 14040.00| Structure Excavation | | | 0070 214B001 272.000 CUYD| 40.00000 10880.00| 38.00000 10336.00| Foundation Backfill, Commercial | | | 0080 230A000 9.000 RBST| 300.00000 2700.00| 300.00000 2700.00| Roadbed Processing | | | 0090 301A012 2223.000 SQYD| 7.00000 15561.00| 4.00000 8892.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 2130.000 SQYD| 1.15000 2449.50| 0.75000 1597.50| Bituminous Treatment A | | | 0110 429A221 169.000 TON | 95.00000 16055.00| 115.70000 19553.30| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0120 502A000 84903.000 LB | 0.75000 63677.25| 0.65000 55186.95| Steel Reinforcement | | | 0130 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0140 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0150 505M002 1720.000 LF | 30.00000 51600.00| 16.00000 27520.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 026 -9 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040625026 COUNTIES : PERRY LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 7 ) 14008 |( 8 ) 13021 |( ) |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 507A000 2.000 EACH| 1800.00000 3600.00| 2000.00000 4000.00| Wire Rope Abutment Anchor Assembly | | | 0170 510A000 26.000 CUYD| 450.00000 11700.00| 350.00000 9100.00| Bridge Substructure Concrete, Class A | | | 0180 511A000 66.000 EACH| 98.00000 6468.00| 60.00000 3960.00| Elastomeric Bearings, Type 1 | | | 0190 512A014 2.000 EACH| 2600.00000 5200.00| 3235.00000 6470.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0200 512B004 4.000 EACH| 3200.00000 12800.00| 3785.00000 15140.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0210 512C017 30.000 EACH| 3200.00000 96000.00| 4795.00000 143850.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0220 512C025 10.000 EACH| 3600.00000 36000.00| 5115.00000 51150.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0230 512D025 6.000 EACH| 3300.00000 19800.00| 4875.00000 29250.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0240 512D030 4.000 EACH| 3300.00000 13200.00| 4835.00000 19340.00| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0250 512E002 24.000 EACH| 500.00000 12000.00| 425.00000 10200.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0260 512F002 12.000 EACH| 600.00000 7200.00| 740.00000 8880.00| Precast Concrete Wing Panels, Type W3 | | | 0270 512G000 4.000 EACH| 1000.00000 4000.00| 510.00000 2040.00| Precast Concrete Abutment Wing Cap Pane | | | 0280 524A011 463.000 CUYD| 380.00000 175940.00| 350.00000 162050.00| Culvert Concrete (Cast In Place) | | | 0290 600A000 LUMP| 84000.00000 84000.00| 105905.04000 105905.04| Mobilization | | | 0300 610C001 1506.000 TON | 25.00000 37650.00| 20.00000 30120.00| Loose Riprap, Class 2 | | | 0310 610D000 1189.000 SQYD| 4.00000 4756.00| 3.50000 4161.50| Filter Blanket | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 026 -10 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040625026 COUNTIES : PERRY LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 7 ) 14008 |( 8 ) 13021 |( ) |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 630A001 50.000 LF | 22.00000 1100.00| 20.00000 1000.00| Steel Beam Guardrail, Class A, Type 2 | | | 0330 630C003 4.000 EACH| 1400.00000 5600.00| 1250.00000 5000.00| Guardrail End Anchor, Type 13 | | | 0340 630C070 4.000 EACH| 1500.00000 6000.00| 1350.00000 5400.00| Guardrail End Anchor, Type 10 Series | | | 0350 637A001 105.000 LF | 7.50000 787.50| 7.00000 735.00| Fence Reset (Includes All Types) | | | 0360 650A000 208.000 CUYD| 11.00000 2288.00| 10.00000 2080.00| Topsoil | | | 0370 650B000 446.000 CUYD| 5.50000 2453.00| 5.00000 2230.00| Topsoil From Stockpiles | | | 0380 652A056 2.000 ACRE| 900.00000 1800.00| 750.00000 1500.00| Seeding (Mix 2E) | | | 0390 656A001 2.000 ACRE| 900.00000 1800.00| 750.00000 1500.00| Mulching, Class A, Type 2 | | | 0400 665F000 60.000 EACH| 22.00000 1320.00| 20.00000 1200.00| Hay Bales | | | 0410 665I000 160.000 TON | 27.75000 4440.00| 25.00000 4000.00| Temporary Riprap, Class 2 | | | 0420 665J000 540.000 LF | 4.55000 2457.00| 4.00000 2160.00| Silt Fence, Type A | | | 0430 665O001 540.000 LF | 1.50000 810.00| 1.00000 540.00| Silt Fence Removal | | | 0440 680A000 LUMP| 4000.00000 4000.00| 13478.94000 13478.94| Engineering Controls | | | 0450 701G009 2068.000 LF | 0.65000 1344.20| 0.25000 517.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0460 701G027 2068.000 LF | 0.65000 1344.20| 0.25000 517.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0470 740B000 295.000 SQFT| 11.00000 3245.00| 7.25000 2138.75| Construction Signs | | | 0480 740F002 18.000 EACH| 280.00000 5040.00| 180.00000 3240.00| Barricades, Type III | | | 0490 740I005 9.000 EACH| 220.00000 1980.00| 165.00000 1485.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 853,949.40| $ 875,513.48| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 853,949.40| $ 875,513.48| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20040625028 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5800(205) for constructing the Bridge Replacement (Precast) on Cook Springs Cut-off Road at Wolf Creek southwest of Pell City. Length - 0.015 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02088 B & B ENGINEERING & DESIGN, LLC $ 168,636.00 100.0000% 2 13099 MCINNIS, LLC $ 188,665.50 111.8774% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 199,724.75 118.4354% 4 14008 NEWELL & BUSH, INC. $ 215,214.00 127.6204% 5 19121 BOB SMITH CONSTRUCTION, INC. $ 215,854.00 128.0000% 6 13021 MURPHREE BRIDGE CORPORATION $ 217,740.44 129.1186% 7 16032 PRICHARD CONSTRUCTION COMPANY $ 226,496.40 134.3108% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040625028 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 13099 |( 3 ) 01007 |B & B ENGINEERING & DESIGN, |MCINNIS, LLC |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| 15000.00000 15000.00| 13500.00000 13500.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 9+92.63 | | | 0020 210A000 223.000 CUYD| 4.00000 892.00| 5.50000 1226.50| 10.00000 2230.00 Unclassified Excavation | | | 0030 502A000 39.000 LB | 2.00000 78.00| 2.00000 78.00| 0.75000 29.25 Steel Reinforcement | | | 0040 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505M002 565.000 LF | 30.00000 16950.00| 23.00000 12995.00| 20.00000 11300.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 2.000 EACH| 2000.00000 4000.00| 3000.00000 6000.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 6.000 CUYD| 750.00000 4500.00| 400.00000 2400.00| 300.00000 1800.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 33.000 EACH| 50.00000 1650.00| 50.00000 1650.00| 100.00000 3300.00 Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 2600.00000 5200.00| 3000.00000 6000.00| 4250.00000 8500.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 1.000 EACH| 2600.00000 2600.00| 3000.00000 3000.00| 4250.00000 4250.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C017 12.000 EACH| 3000.00000 36000.00| 4000.00000 48000.00| 4250.00000 51000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512C025 4.000 EACH| 3200.00000 12800.00| 4200.00000 16800.00| 4250.00000 17000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512D030 4.000 EACH| 3000.00000 12000.00| 3100.00000 12400.00| 4250.00000 17000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040625028 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 13099 |( 3 ) 01007 |B & B ENGINEERING & DESIGN, |MCINNIS, LLC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512E000 8.000 EACH| 250.00000 2000.00| 500.00000 4000.00| 500.00000 4000.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0160 512E001 8.000 EACH| 260.00000 2080.00| 500.00000 4000.00| 500.00000 4000.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0170 512F000 4.000 EACH| 350.00000 1400.00| 500.00000 2000.00| 500.00000 2000.00 Precast Concrete Wing Panels, Type W1 | | | 0180 512F001 4.000 EACH| 400.00000 1600.00| 500.00000 2000.00| 500.00000 2000.00 Precast Concrete Wing Panels, Type W2 | | | 0190 512G000 4.000 EACH| 400.00000 1600.00| 500.00000 2000.00| 500.00000 2000.00 Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 17500.00000 17500.00| 25000.00000 25000.00| 20000.00000 20000.00 Mobilization | | | 0210 610C001 135.000 TON | 22.00000 2970.00| 35.00000 4725.00| 24.50000 3307.50 Loose Riprap, Class 2 | | | 0220 610D003 179.000 SQYD| 4.00000 716.00| 4.00000 716.00| 2.00000 358.00 Filter Blanket, Geotextile | | | 0230 630C003 4.000 EACH| 1500.00000 6000.00| 1000.00000 4000.00| 1400.00000 5600.00 Guardrail End Anchor, Type 13 | | | 0240 630C050 4.000 EACH| 1500.00000 6000.00| 1600.00000 6400.00| 1600.00000 6400.00 Guardrail End Anchor, Type 20 Series | | | 0250 665F000 50.000 EACH| 10.00000 500.00| 5.00000 250.00| 5.00000 250.00 Hay Bales | | | 0260 665J000 550.000 LF | 6.00000 3300.00| 4.00000 2200.00| 7.00000 3850.00 Silt Fence, Type A | | | 0270 665O001 550.000 LF | 6.00000 3300.00| 1.50000 825.00| 1.00000 550.00 Silt Fence Removal | | | 0280 680A000 LUMP| 4000.00000 4000.00| 2500.00000 2500.00| 5000.00000 5000.00 Engineering Controls | | | SECTION TOTALS | $ 168,636.00| $ 188,665.50| $ 199,724.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 168,636.00| $ 188,665.50| $ 199,724.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 028 -4 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040625028 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 19121 |( 6 ) 13021 |NEWELL & BUSH, INC. |BOB SMITH CONSTRUCTION, 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 206A000 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 9+92.63 | | | 0020 210A000 223.000 CUYD| 8.00000 1784.00| 12.50000 2787.50| 5.00000 1115.00 Unclassified Excavation | | | 0030 502A000 39.000 LB | 1.00000 39.00| 10.00000 390.00| 2.50000 97.50 Steel Reinforcement | | | 0040 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505M002 565.000 LF | 32.00000 18080.00| 55.00000 31075.00| 25.00000 14125.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 2.000 EACH| 2600.00000 5200.00| 1750.00000 3500.00| 2000.00000 4000.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 6.000 CUYD| 500.00000 3000.00| 900.00000 5400.00| 300.00000 1800.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 33.000 EACH| 50.00000 1650.00| 50.00000 1650.00| 60.00000 1980.00 Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 3300.00000 6600.00| 2400.00000 4800.00| 3470.00000 6940.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 1.000 EACH| 4500.00000 4500.00| 2600.00000 2600.00| 4060.00000 4060.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C017 12.000 EACH| 3300.00000 39600.00| 2900.00000 34800.00| 5145.00000 61740.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512C025 4.000 EACH| 4000.00000 16000.00| 3250.00000 13000.00| 5485.00000 21940.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512D030 4.000 EACH| 3400.00000 13600.00| 2900.00000 11600.00| 5190.00000 20760.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 028 -5 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040625028 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 19121 |( 6 ) 13021 |NEWELL & BUSH, INC. |BOB SMITH CONSTRUCTION, INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512E000 8.000 EACH| 450.00000 3600.00| 625.00000 5000.00| 240.00000 1920.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0160 512E001 8.000 EACH| 500.00000 4000.00| 700.00000 5600.00| 350.00000 2800.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0170 512F000 4.000 EACH| 750.00000 3000.00| 700.00000 2800.00| 420.00000 1680.00 Precast Concrete Wing Panels, Type W1 | | | 0180 512F001 4.000 EACH| 800.00000 3200.00| 700.00000 2800.00| 610.00000 2440.00 Precast Concrete Wing Panels, Type W2 | | | 0190 512G000 4.000 EACH| 550.00000 2200.00| 750.00000 3000.00| 545.00000 2180.00 Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 45000.00000 45000.00| 25000.00000 25000.00| 24995.44000 24995.44 Mobilization | | | 0210 610C001 135.000 TON | 32.00000 4320.00| 25.00000 3375.00| 32.00000 4320.00 Loose Riprap, Class 2 | | | 0220 610D003 179.000 SQYD| 4.00000 716.00| 3.50000 626.50| 2.50000 447.50 Filter Blanket, Geotextile | | | 0230 630C003 4.000 EACH| 1050.00000 4200.00| 2000.00000 8000.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0240 630C050 4.000 EACH| 1700.00000 6800.00| 2000.00000 8000.00| 1600.00000 6400.00 Guardrail End Anchor, Type 20 Series | | | 0250 665F000 50.000 EACH| 20.00000 1000.00| 5.00000 250.00| 5.00000 250.00 Hay Bales | | | 0260 665J000 550.000 LF | 6.00000 3300.00| 3.00000 1650.00| 4.00000 2200.00 Silt Fence, Type A | | | 0270 665O001 550.000 LF | 1.50000 825.00| 3.00000 1650.00| 1.00000 550.00 Silt Fence Removal | | | 0280 680A000 LUMP| 4000.00000 4000.00| 7500.00000 7500.00| 6000.00000 6000.00 Engineering Controls | | | SECTION TOTALS | $ 215,214.00| $ 215,854.00| $ 217,740.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 215,214.00| $ 215,854.00| $ 217,740.44 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 028 -6 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040625028 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 7 ) 16032 |( ) |( ) |PRICHARD CONSTRUCTION COMPA | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 20000.00000 20000.00| | Removal Of Old Bridge, Station 9+92.63 | | | 0020 210A000 223.000 CUYD| 8.50000 1895.50| | Unclassified Excavation | | | 0030 502A000 39.000 LB | 1.10000 42.90| | Steel Reinforcement | | | 0040 505A032 1.000 EACH| 1000.00000 1000.00| | Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 1.000 EACH| 2000.00000 2000.00| | Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505M002 565.000 LF | 35.00000 19775.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 2.000 EACH| 2250.00000 4500.00| | Wire Rope Abutment Anchor Assembly | | | 0080 510A000 6.000 CUYD| 500.00000 3000.00| | Bridge Substructure Concrete, Class A | | | 0090 511A000 33.000 EACH| 85.00000 2805.00| | Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 4500.00000 9000.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 1.000 EACH| 6000.00000 6000.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C017 12.000 EACH| 4500.00000 54000.00| | Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512C025 4.000 EACH| 5000.00000 20000.00| | Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512D030 4.000 EACH| 4500.00000 18000.00| | Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 028 -7 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040625028 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 7 ) 16032 |( ) |( ) |PRICHARD CONSTRUCTION COMPA | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512E000 8.000 EACH| 300.00000 2400.00| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0160 512E001 8.000 EACH| 600.00000 4800.00| | Precast Concrete Abutment Panels, Type | | | A2 | | | 0170 512F000 4.000 EACH| 500.00000 2000.00| | Precast Concrete Wing Panels, Type W1 | | | 0180 512F001 4.000 EACH| 600.00000 2400.00| | Precast Concrete Wing Panels, Type W2 | | | 0190 512G000 4.000 EACH| 600.00000 2400.00| | Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 15000.00000 15000.00| | Mobilization | | | 0210 610C001 135.000 TON | 35.00000 4725.00| | Loose Riprap, Class 2 | | | 0220 610D003 179.000 SQYD| 7.00000 1253.00| | Filter Blanket, Geotextile | | | 0230 630C003 4.000 EACH| 1500.00000 6000.00| | Guardrail End Anchor, Type 13 | | | 0240 630C050 4.000 EACH| 1500.00000 6000.00| | Guardrail End Anchor, Type 20 Series | | | 0250 665F000 50.000 EACH| 8.50000 425.00| | Hay Bales | | | 0260 665J000 550.000 LF | 12.00000 6600.00| | Silt Fence, Type A | | | 0270 665O001 550.000 LF | 4.50000 2475.00| | Silt Fence Removal | | | 0280 680A000 LUMP| 8000.00000 8000.00| | Engineering Controls | | | SECTION TOTALS | $ 226,496.40| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 226,496.40| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20040625029 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-5800(206) for constructing the Planing, Resurfacing and Traffic Stripe on 19th Street in Pell City from U.S.#231 to Norfolk Southern Railroad. Length - 1.814 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 299,816.75 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 340,799.28 113.6692% 3 01087 APAC-SOUTHEAST, INC. $ 348,252.29 116.1550% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20040625029 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 04013 |( 3 ) 01087 |MCCARTNEY CONSTRUCTION CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305A000 800.000 CUYD| 17.50000 14000.00| 19.91000 15928.00| 25.74000 20592.00 Borrow, Section 210, For Miscellaneous | | | Use | | | 0020 405A000 1500.000 GAL | 1.30000 1950.00| 0.94000 1410.00| 1.51000 2265.00 Tack Coat | | | 0030 408A052 20000.000 SQYD| 1.50000 30000.00| 1.53000 30600.00| 1.73000 34600.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 429A221 2150.000 TON | 38.00000 81700.00| 48.97000 105285.50| 46.77000 100555.50 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429B228 2839.000 TON | 35.00000 99365.00| 45.44000 129004.16| 41.76000 118556.64 Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 600A000 LUMP| 30166.00000 30166.00| 8793.51000 8793.51| 23385.90000 23385.90 Mobilization | | | 0070 630A001 657.000 LF | 15.50000 10183.50| 17.61000 11569.77| 26.25000 17246.25 Steel Beam Guardrail, Class A, Type 2 | | | 0080 630C050 6.000 EACH| 1650.00000 9900.00| 1881.82000 11290.92| 1260.00000 7560.00 Guardrail End Anchor, Type 20 Series | | | 0090 701A031 4.000 MILE| 1100.00000 4400.00| 1447.85000 5791.40| 1155.00000 4620.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 4.000 MILE| 1300.00000 5200.00| 1644.18000 6576.72| 1365.00000 5460.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C001 8.000 MILE| 400.00000 3200.00| 736.20000 5889.60| 420.00000 3360.00 Solid Temporary Traffic Stripe | | | 0120 703A002 202.000 SQFT| 1.75000 353.50| 6.14000 1240.28| 1.84000 371.68 Traffic Control Markings, Class 2, Type | | | A | | | 0130 703B002 137.000 SQFT| 1.75000 239.75| 6.14000 841.18| 1.84000 252.08 Traffic Control Legends, Class 2, Type | | | 0140 705A005 242.000 EACH| 4.50000 1089.00| 6.75000 1633.50| 4.73000 1144.66 Pavement Markers, Class A, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20040625029 COUNTIES : ST. CLAIR LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 04013 |( 3 ) 01087 |MCCARTNEY CONSTRUCTION CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 740B000 245.000 SQFT| 15.00000 3675.00| 9.36000 2293.20| 8.40000 2058.00 Construction Signs | | | 0160 740E000 50.000 EACH| 1.00000 50.00| 10.33000 516.50| 13.11000 655.50 Cones (36 Inches High) | | | 0170 740O000 1.000 EACH| 4345.00000 4345.00| 2135.04000 2135.04| 5569.08000 5569.08 Pilot Car | | | SECTION TOTALS | $ 299,816.75| $ 340,799.28| $ 348,252.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 299,816.75| $ 340,799.28| $ 348,252.29 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20040625031 COUNTIES : WASHINGTON LETTING DATE : 06/25/04 10:00 AM DIVISION : 08 CONTRACT TIME : 160 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : BR-6501(200) for constructing the Bridge Replacement on C.R.#35 over Bates Creek south of Sims Chapel. Length 0.054 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 674,388.40 100.0000% 2 14008 NEWELL & BUSH, INC. $ 687,202.00 101.9000% 3 02102 ROB'T J BAGGETT, INC. $ 719,029.08 106.6194% 4 13021 MURPHREE BRIDGE CORPORATION $ 742,842.42 110.1505% 5 13036 THE MORRIS GROUP, INC. $ 769,399.70 114.0885% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040625031 COUNTIES : WASHINGTON LETTING DATE : 06/25/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14008 |( 3 ) 02102 |MCINNIS, LLC |NEWELL & BUSH, INC. |ROB'T J BAGGETT, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 20000.00000 20000.00| 37000.00000 37000.00| 22350.00000 22350.00 Removal Of Old Bridge, Station 351+86.5 | | | 0020 210A000 1064.000 CUYD| 8.00000 8512.00| 5.25000 5586.00| 3.57000 3798.48 Unclassified Excavation | | | 0030 502A000 38320.000 LB | 0.75000 28740.00| 0.75000 28740.00| 0.60000 22992.00 Steel Reinforcement | | | 0040 502B000 LUMP| 48900.00000 48900.00| 47000.00000 47000.00| 34575.00000 34575.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 352+20.00 (APPROX | | | 59,020 LBS.) | | | 0050 505A030 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 5100.00000 10200.00 Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0060 505B100 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 6575.00000 13150.00 Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0070 505M000 1165.000 LF | 25.00000 29125.00| 26.00000 30290.00| 67.75000 78928.75 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0080 506A008 228.000 LF | 268.18000 61145.04| 112.00000 25536.00| 330.00000 75240.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0090 506C022 228.000 LF | 76.32000 17400.96| 160.00000 36480.00| 93.75000 21375.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS2 Concrete | | | 0100 506G002 4.000 EACH| 100.00000 400.00| 3300.00000 13200.00| 2600.00000 10400.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0110 508A000 4456.000 LB | 4.00000 17824.00| 2.50000 11140.00| 2.80000 12476.80 Structural Steel | | | 0120 510A000 83.000 CUYD| 500.00000 41500.00| 500.00000 41500.00| 663.00000 55029.00 Bridge Substructure Concrete, Class A | | | 0130 510C051 LUMP| 147000.00000 147000.00| 125000.00000 125000.00| 96471.00000 96471.00 Bridge Concrete Superstructure, STA. | | | 352+20.00, (APPROX. 245 CU. YDS.) | | | 0140 510E000 680.000 SQYD| 3.68000 2502.40| 4.00000 2720.00| 6.51000 4426.80 Grooving Concrete Bridge Decks | | | 0150 511A004 24.000 EACH| 500.00000 12000.00| 345.00000 8280.00| 452.00000 10848.00 Elastomeric Bearings, Type 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040625031 COUNTIES : WASHINGTON LETTING DATE : 06/25/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14008 |( 3 ) 02102 |MCINNIS, LLC |NEWELL & BUSH, INC. |ROB'T J BAGGETT, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 513B005 1005.000 LF | 105.00000 105525.00| 127.00000 127635.00| 135.50000 136177.50 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0170 600A000 LUMP| 60000.00000 60000.00| 70000.00000 70000.00| 40100.00000 40100.00 Mobilization | | | 0180 610C001 1060.000 TON | 32.00000 33920.00| 37.00000 39220.00| 29.30000 31058.00 Loose Riprap, Class 2 | | | 0190 610D003 936.000 SQYD| 4.00000 3744.00| 3.00000 2808.00| 1.50000 1404.00 Filter Blanket, Geotextile | | | 0200 630C003 4.000 EACH| 1100.00000 4400.00| 1200.00000 4800.00| 1950.00000 7800.00 Guardrail End Anchor, Type 13 | | | 0210 630C070 4.000 EACH| 1600.00000 6400.00| 1700.00000 6800.00| 1950.00000 7800.00 Guardrail End Anchor, Type 10 Series | | | 0220 665F000 50.000 EACH| 5.00000 250.00| 20.00000 1000.00| 5.75000 287.50 Hay Bales | | | 0230 665J000 730.000 LF | 4.00000 2920.00| 6.00000 4380.00| 4.00000 2920.00 Silt Fence, Type A | | | 0240 665O001 730.000 LF | 1.00000 730.00| 1.90000 1387.00| 1.00000 730.00 Silt Fence Removal | | | 0250 680A000 LUMP| 5000.00000 5000.00| 0.00000 0.00| 8350.00000 8350.00 Engineering Controls | | | 0260 740B000 495.000 SQFT| 10.00000 4950.00| 10.00000 4950.00| 11.75000 5816.25 Construction Signs | | | 0270 740F002 10.000 EACH| 250.00000 2500.00| 250.00000 2500.00| 350.00000 3500.00 Barricades, Type III | | | 0280 740I005 5.000 EACH| 200.00000 1000.00| 250.00000 1250.00| 165.00000 825.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 674,388.40| $ 687,202.00| $ 719,029.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 674,388.40| $ 687,202.00| $ 719,029.08 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040625031 COUNTIES : WASHINGTON LETTING DATE : 06/25/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 13036 |( ) |MURPHREE BRIDGE CORPORATION |THE MORRIS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 40000.00000 40000.00| 50000.00000 50000.00| Removal Of Old Bridge, Station 351+86.5 | | | 0020 210A000 1064.000 CUYD| 4.00000 4256.00| 6.00000 6384.00| Unclassified Excavation | | | 0030 502A000 38320.000 LB | 0.90000 34488.00| 0.75000 28740.00| Steel Reinforcement | | | 0040 502B000 LUMP| 53118.00000 53118.00| 49000.00000 49000.00| Steel Reinforcement For Bridge | | | Superstructure, STA. 352+20.00 (APPROX | | | 59,020 LBS.) | | | 0050 505A030 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0060 505B100 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0070 505M000 1165.000 LF | 24.00000 27960.00| 30.00000 34950.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0080 506A008 228.000 LF | 101.00000 23028.00| 106.25000 24225.00| Drilled Shaft Excavation, 4'-0" Diamete | | | 0090 506C022 228.000 LF | 145.00000 33060.00| 152.25000 34713.00| Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS2 Concrete | | | 0100 506G002 4.000 EACH| 200.00000 800.00| 1500.00000 6000.00| Crosshole Sonic Logging, 4'-0" Diameter | | | 0110 508A000 4456.000 LB | 2.50000 11140.00| 2.45000 10917.20| Structural Steel | | | 0120 510A000 83.000 CUYD| 650.00000 53950.00| 600.00000 49800.00| Bridge Substructure Concrete, Class A | | | 0130 510C051 LUMP| 165000.00000 165000.00| 165000.00000 165000.00| Bridge Concrete Superstructure, STA. | | | 352+20.00, (APPROX. 245 CU. YDS.) | | | 0140 510E000 680.000 SQYD| 3.87000 2631.60| 4.00000 2720.00| Grooving Concrete Bridge Decks | | | 0150 511A004 24.000 EACH| 400.00000 9600.00| 300.00000 7200.00| Elastomeric Bearings, Type 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 031 -5 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040625031 COUNTIES : WASHINGTON LETTING DATE : 06/25/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 13036 |( ) |MURPHREE BRIDGE CORPORATION |THE MORRIS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 513B005 1005.000 LF | 122.50000 123112.50| 110.00000 110550.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0170 600A000 LUMP| 87993.82000 87993.82| 121000.00000 121000.00| Mobilization | | | 0180 610C001 1060.000 TON | 32.00000 33920.00| 30.00000 31800.00| Loose Riprap, Class 2 | | | 0190 610D003 936.000 SQYD| 2.00000 1872.00| 4.00000 3744.00| Filter Blanket, Geotextile | | | 0200 630C003 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| Guardrail End Anchor, Type 13 | | | 0210 630C070 4.000 EACH| 1450.00000 5800.00| 1450.00000 5800.00| Guardrail End Anchor, Type 10 Series | | | 0220 665F000 50.000 EACH| 7.10000 355.00| 6.25000 312.50| Hay Bales | | | 0230 665J000 730.000 LF | 5.50000 4015.00| 3.25000 2372.50| Silt Fence, Type A | | | 0240 665O001 730.000 LF | 1.00000 730.00| 2.00000 1460.00| Silt Fence Removal | | | 0250 680A000 LUMP| 7000.00000 7000.00| 12000.00000 12000.00| Engineering Controls | | | 0260 740B000 495.000 SQFT| 7.50000 3712.50| 10.50000 5197.50| Construction Signs | | | 0270 740F002 10.000 EACH| 165.00000 1650.00| 250.00000 2500.00| Barricades, Type III | | | 0280 740I005 5.000 EACH| 250.00000 1250.00| 150.00000 750.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 742,842.42| $ 779,535.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 742,842.42| $ 769,399.70| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20040625034 COUNTIES : CALHOUN LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-7450(600) for constructing the Resurfacing and Traffic Stripe on the Old Gadsden Highway from Railroad Avenue in Anniston to S.R.#1 (U.S.#431). Length 3.657 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 544,723.92 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 553,383.56 101.5897% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040625034 COUNTIES : CALHOUN LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 01087 |( ) |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C025 276.000 SQYD| 7.50000 2070.00| 12.96000 3576.96| Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 401B108 46911.000 SQYD| 0.72000 33775.92| 0.75000 35183.25| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 3330.000 GAL | 0.00000 0.00| 1.45000 4828.50| Tack Coat | | | 0040 424A360 3351.000 TON | 42.00000 140742.00| 43.40000 145433.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A366 200.000 TON | 45.00000 9000.00| 44.77000 8954.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B650 5160.000 TON | 37.50000 193500.00| 36.90000 190404.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424B655 75.000 TON | 80.00000 6000.00| 78.44000 5883.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 430B043 2132.000 TON | 18.00000 38376.00| 18.83000 40145.56| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0090 600A000 LUMP| 34500.00000 34500.00| 32904.24000 32904.24| Mobilization | | | 0100 630A001 575.000 LF | 31.50000 18112.50| 25.73000 14794.75| Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C022 4.000 EACH| 1650.00000 6600.00| 1260.00000 5040.00| Guardrail End Anchor, Type Special | | | 0120 630C050 8.000 EACH| 1600.00000 12800.00| 1575.00000 12600.00| Guardrail End Anchor, Type 20 Series | | | 0130 630C070 2.000 EACH| 1450.00000 2900.00| 1470.00000 2940.00| Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040625034 COUNTIES : CALHOUN LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 01087 |( ) |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A031 8.000 MILE| 1180.00000 9440.00| 1239.00000 9912.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0150 701A035 6.000 MILE| 1340.00000 8040.00| 1407.00000 8442.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701A045 2.000 MILE| 830.00000 1660.00| 871.50000 1743.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701C000 6.000 MILE| 520.00000 3120.00| 546.00000 3276.00| Broken Temporary Traffic Stripe | | | 0180 701C001 18.000 MILE| 590.00000 10620.00| 619.50000 11151.00| Solid Temporary Traffic Stripe | | | 0190 703A002 380.000 SQFT| 5.00000 1900.00| 5.25000 1995.00| Traffic Control Markings, Class 2, Type | | | A | | | 0200 705A032 121.000 EACH| 5.50000 665.50| 5.78000 699.38| Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 362.000 EACH| 5.50000 1991.00| 5.78000 2092.36| Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 362.000 SQFT| 13.00000 4706.00| 8.40000 3040.80| Construction Signs | | | 0230 740E000 50.000 EACH| 1.00000 50.00| 12.62000 631.00| Cones (36 Inches High) | | | 0240 740M001 50.000 EACH| 1.00000 50.00| 1.07000 53.50| Ballast For Cone | | | 0250 740O000 1.000 EACH| 4105.00000 4105.00| 7659.86000 7659.86| Pilot Car | | | SECTION TOTALS | $ 544,723.92| $ 553,383.56| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 544,723.92| $ 553,383.56| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20040625040 COUNTIES : BALDWIN LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-002-003-003 for constructing the Planing, Resurfacing and Traffic Stripe at various sites on S.R.#16, S.R.#3 and S.R.#225 as indicated on the plans. Length 0.976 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 576,262.73 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 577,862.76 100.2777% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20040625040 COUNTIES : BALDWIN LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C002 205.000 SQYD| 8.68000 1779.40| 6.00000 1230.00| Removing Concrete Slope Paving | | | 0020 206D000 19.000 LF | 18.73000 355.87| 30.00000 570.00| Removing Pipe | | | 0030 206D002 44.000 LF | 4.04000 177.76| 10.00000 440.00| Removing Curb | | | 0040 210A000 208.000 CUYD| 11.03000 2294.24| 16.30000 3390.40| Unclassified Excavation | | | 0050 210D022 310.000 CUYD| 11.78000 3651.80| 13.50000 4185.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0060 214A000 18.000 CUYD| 9.89000 178.02| 20.00000 360.00| Structure Excavation | | | 0070 214B000 5.000 CUYD| 40.18000 200.90| 20.00000 100.00| Foundation Backfill, Local | | | 0080 230A000 4.000 RBST| 558.47000 2233.88| 325.00000 1300.00| Roadbed Processing | | | 0090 301A012 375.000 SQYD| 12.82000 4807.50| 16.50000 6187.50| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 405A000 4195.000 GAL | 1.26000 5285.70| 1.00000 4195.00| Tack Coat | | | 0110 407A000 450.000 GAL | 23.72000 10674.00| 16.00000 7200.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0120 408A051 38800.000 SQYD| 0.86000 33368.00| 0.62000 24056.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0130 408A054 934.000 SQYD| 2.99000 2792.66| 1.69000 1578.46| Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0140 424A360 3280.000 TON | 44.68000 146550.40| 44.20000 144976.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424A363 50.000 TON | 69.53000 3476.50| 50.00000 2500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20040625040 COUNTIES : BALDWIN LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B650 4505.000 TON | 43.92000 197859.60| 41.50000 186957.50| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0170 424B658 50.000 TON | 69.66000 3483.00| 50.00000 2500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 533A347 8.000 LF | 45.00000 360.00| 70.00000 560.00| 15" Storm Sewer Pipe (Class 3 R.C.) | | | (Extension) | | | 0190 600A000 LUMP| 25417.27000 25417.27| 57100.00000 57100.00| Mobilization | | | 0200 614A000 45.000 CUYD| 235.00000 10575.00| 200.00000 9000.00| Slope Paving | | | 0210 620A000 1.000 CUYD| 2400.00000 2400.00| 1000.00000 1000.00| Minor Structure Concrete | | | 0220 621C031 2.000 EACH| 2000.00000 4000.00| 2650.00000 5300.00| Inlets, Type S3 (1 Wing) | | | 0230 623B000 50.000 LF | 35.00000 1750.00| 20.00000 1000.00| Concrete Curb, Type N | | | 0240 623C000 395.000 LF | 12.00000 4740.00| 13.00000 5135.00| Combination Curb & Gutter, Type C | | | 0250 650A000 500.000 CUYD| 13.31000 6655.00| 11.00000 5500.00| Topsoil | | | 0260 652A061 1.000 ACRE| 800.00000 800.00| 750.00000 750.00| Seeding (Mix 3E) | | | 0270 656A000 1.000 ACRE| 800.00000 800.00| 750.00000 750.00| Mulching, Class A, Type 1 | | | 0280 665J000 760.000 LF | 3.76000 2857.60| 4.20000 3192.00| Silt Fence, Type A | | | 0290 665O001 760.000 LF | 2.00000 1520.00| 2.00000 1520.00| Silt Fence Removal | | | 0300 665Q001 1120.000 LF | 8.78000 9833.60| 7.00000 7840.00| 20 Inch Wattle | | | 0310 701C000 4.000 MILE| 400.00000 1600.00| 400.00000 1600.00| Broken Temporary Traffic Stripe | | | 0320 701C001 7.000 MILE| 450.00000 3150.00| 450.00000 3150.00| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 040 -4 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20040625040 COUNTIES : BALDWIN LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 701I001 2.000 MILE| 1150.00000 2300.00| 1160.00000 2320.00| Broken White, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | 0340 701I003 4.000 MILE| 1900.00000 7600.00| 1915.00000 7660.00| Solid White, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | 0350 701I005 1.000 MILE| 1150.00000 1150.00| 1160.00000 1160.00| Broken Yellow, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | 0360 701I007 3.000 MILE| 2150.00000 6450.00| 2165.00000 6495.00| Solid Yellow, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | 0370 701J001 4225.000 LF | 1.10000 4647.50| 1.10000 4647.50| Dotted Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads) (6 " Wide) | | | 0380 703A002 3955.000 SQFT| 2.50000 9887.50| 2.50000 9887.50| Traffic Control Markings, Class 2, Type | | | A | | | 0390 703B002 516.000 SQFT| 3.50000 1806.00| 3.50000 1806.00| Traffic Control Legends, Class 2, Type | | | 0400 703D001 2290.000 SQFT| 1.00000 2290.00| 1.00000 2290.00| Temporary Traffic Control Markings | | | 0410 705A030 112.000 EACH| 4.80000 537.60| 4.80000 537.60| Pavement Markers, Class A-H, Type 2-C | | | 0420 705A031 1270.000 EACH| 4.80000 6096.00| 4.80000 6096.00| Pavement Markers, Class A-H, Type 1-A | | | 0430 705A032 221.000 EACH| 4.80000 1060.80| 4.80000 1060.80| Pavement Markers, Class A-H, Type 1-B | | | 0440 705A037 385.000 EACH| 4.80000 1848.00| 4.80000 1848.00| Pavement Markers, Class A-H, Type 2-D | | | 0450 705A038 70.000 EACH| 4.80000 336.00| 4.80000 336.00| Pavement Markers, Class A-H, Type 2-E | | | 0460 730H001 7600.000 LF | 3.00000 22800.00| 3.00000 22800.00| Loop Wire | | | 0470 740B000 926.000 SQFT| 6.69000 6194.94| 8.00000 7408.00| Construction Signs | | | 0480 740D000 100.000 EACH| 32.07000 3207.00| 45.00000 4500.00| Channelizing Drums | | | 0490 740E000 50.000 EACH| 13.65000 682.50| 10.75000 537.50| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 040 -5 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20040625040 COUNTIES : BALDWIN LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 740M001 50.000 EACH| 9.17000 458.50| 7.00000 350.00| Ballast For Cone | | | 0510 741C010 1.000 EACH| 1282.69000 1282.69| 1000.00000 1000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 576,262.73| $ 577,862.76| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 576,262.73| $ 577,862.76| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20040625041 COUNTIES : BUTLER LETTING DATE : 06/25/04 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-007-010-003 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#10 from MP 125.177 in Greenville to MP 129.188 at C.R.#43. Length 3.978 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 743,758.01 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 767,748.21 103.2255% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20040625041 COUNTIES : BUTLER LETTING DATE : 06/25/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D002 370.000 LF | 1.93000 714.10| 4.60000 1702.00| Removing Curb | | | 0020 210D021 1635.000 CUYD| 11.45000 18720.75| 2.50000 4087.50| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0030 405A000 4511.000 GAL | 2.45000 11051.95| 0.25000 1127.75| Tack Coat | | | 0040 408A052 56250.000 SQYD| 0.50000 28125.00| 1.65000 92812.50| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 410C000 1.000 EACH| 658.03000 658.03| 6500.00000 6500.00| Contractor Retained Profilograph | | | 0060 424A361 6089.000 TON | 42.50000 258782.50| 32.00000 194848.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A367 600.000 TON | 47.34000 28404.00| 47.25000 28350.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B650 6495.000 TON | 39.80000 258501.00| 40.25000 261423.75| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424B654 40.000 TON | 122.56000 4902.40| 110.00000 4400.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B655 58.000 TON | 110.00000 6380.00| 150.00000 8700.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 600A000 LUMP| 39700.00000 39700.00| 75000.00000 75000.00| Mobilization | | | 0120 652A056 9.000 ACRE| 450.00000 4050.00| 343.83000 3094.47| Seeding (Mix 2E) | | | 0130 656A000 9.000 ACRE| 400.00000 3600.00| 343.83000 3094.47| Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20040625041 COUNTIES : BUTLER LETTING DATE : 06/25/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665F000 100.000 EACH| 6.00000 600.00| 5.06000 506.00| Hay Bales | | | 0150 665J000 1500.000 LF | 3.50000 5250.00| 2.88000 4320.00| Silt Fence, Type A | | | 0160 665O001 1500.000 LF | 1.00000 1500.00| 1.52000 2280.00| Silt Fence Removal | | | 0170 701A028 11.000 MILE| 1530.00000 16830.00| 1563.69000 17200.59| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A032 10.000 MILE| 1750.00000 17500.00| 1788.54000 17885.40| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A046 3.000 MILE| 980.00000 2940.00| 1001.58000 3004.74| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701C000 6.000 MILE| 420.00000 2520.00| 429.25000 2575.50| Broken Temporary Traffic Stripe | | | 0210 701C001 42.000 MILE| 480.00000 20160.00| 490.57000 20603.94| Solid Temporary Traffic Stripe | | | 0220 703A002 1595.000 SQFT| 2.50000 3987.50| 2.56000 4083.20| Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 48.000 SQFT| 5.00000 240.00| 5.11000 245.28| Traffic Control Legends, Class 2, Type | | | 0240 703D001 1595.000 SQFT| 1.50000 2392.50| 1.53000 2440.35| Temporary Traffic Control Markings | | | 0250 703E001 48.000 SQFT| 1.50000 72.00| 1.53000 73.44| Temporary Traffic Control Legends | | | 0260 705A032 26.000 EACH| 5.00000 130.00| 5.11000 132.86| Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 367.000 EACH| 5.00000 1835.00| 5.11000 1875.37| Pavement Markers, Class A-H, Type 2-D | | | 0280 740B000 306.000 SQFT| 7.88000 2411.28| 8.10000 2478.60| Construction Signs | | | 0290 740E000 150.000 EACH| 8.00000 1200.00| 13.35000 2002.50| Cones (36 Inches High) | | | 0300 740M001 150.000 EACH| 4.00000 600.00| 6.00000 900.00| Ballast For Cone | | | SECTION TOTALS | $ 743,758.01| $ 767,748.21| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 743,758.01| $ 767,748.21| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20040625042 COUNTIES : GREENE LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-032-014-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#14 from I-59 to M.P. 46.580 in Eutaw. Length - 2.939 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 944,270.36 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20040625042 COUNTIES : GREENE LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 23024 |( ) |S. T. BUNN CONSTRUCTION CO. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 4170.000 CUYD| 0.50000 2085.00| | Unclassified Excavation | | | 0020 210D000 2094.000 CUYD| 9.25000 19369.50| | Borrow Excavation | | | 0035 401A000 2746.000 SQYD| 0.50000 1373.00| | Bituminous Treatment A | | | 0040 405A000 8121.000 GAL | 1.25000 10151.25| | Tack Coat | | | 0050 408A051 22964.000 SQYD| 0.97000 22275.08| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 408A052 30020.000 SQYD| 1.60000 48032.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 410C000 1.000 EACH| 7500.00000 7500.00| | Contractor Retained Profilograph | | | 0080 410H000 1.000 EACH| 11000.00000 11000.00| | Material Remixing Device | | | 0090 424A360 1435.000 TON | 47.87000 68693.45| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424A361 3231.000 TON | 48.34000 156186.54| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0110 424A366 300.000 TON | 47.87000 14361.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424A369 300.000 TON | 67.85000 20355.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424B651 6624.000 TON | 39.76000 263370.24| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20040625042 COUNTIES : GREENE LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 23024 |( ) |S. T. BUNN CONSTRUCTION CO. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B655 1467.000 TON | 68.50000 100489.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B659 690.000 TON | 41.76000 28814.40| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B662 100.000 TON | 67.85000 6785.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 600A000 LUMP| 60640.00000 60640.00| | Mobilization | | | 0180 630A001 1344.000 LF | 14.50000 19488.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0190 630C070 10.000 EACH| 1410.00000 14100.00| | Guardrail End Anchor, Type 10 Series | | | 0200 651B000 6.000 TON | 75.00000 450.00| | Agricultural Limestone | | | 0210 651C000 3.000 TON | 400.00000 1200.00| | 8-8-8 Commercial Fertilizer | | | 0220 652A056 3.000 ACRE| 550.00000 1650.00| | Seeding (Mix 2E) | | | 0230 656A000 3.000 ACRE| 550.00000 1650.00| | Mulching, Class A, Type 1 | | | 0240 665J000 2600.000 LF | 3.50000 9100.00| | Silt Fence, Type A | | | 0250 665O001 2600.000 LF | 1.50000 3900.00| | Silt Fence Removal | | | 0260 665Q000 300.000 LF | 5.00000 1500.00| | 12 Inch Wattle | | | 0270 701C000 7.000 MILE| 520.00000 3640.00| | Broken Temporary Traffic Stripe | | | 0280 701C001 11.000 MILE| 580.00000 6380.00| | Solid Temporary Traffic Stripe | | | 0290 701I003 4.000 MILE| 1900.00000 7600.00| | Solid White, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 042 -4 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20040625042 COUNTIES : GREENE LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 23024 |( ) |S. T. BUNN CONSTRUCTION CO. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 701I005 2.000 MILE| 1150.00000 2300.00| | Broken Yellow, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | 0310 701I007 6.000 MILE| 2150.00000 12900.00| | Solid Yellow, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | 0320 701J001 269.000 LF | 1.10000 295.90| | Dotted Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads) (6 " Wide) | | | 0330 703A002 1021.000 SQFT| 2.50000 2552.50| | Traffic Control Markings, Class 2, Type | | | A | | | 0340 703B002 382.000 SQFT| 3.50000 1337.00| | Traffic Control Legends, Class 2, Type | | | 0350 703D001 1874.000 SQFT| 1.50000 2811.00| | Temporary Traffic Control Markings | | | 0360 705A032 245.000 EACH| 5.25000 1286.25| | Pavement Markers, Class A-H, Type 1-B | | | 0370 705A037 172.000 EACH| 5.25000 903.00| | Pavement Markers, Class A-H, Type 2-D | | | 0380 705A038 87.000 EACH| 5.25000 456.75| | Pavement Markers, Class A-H, Type 2-E | | | 0390 740B000 727.000 SQFT| 7.00000 5089.00| | Construction Signs | | | 0400 740E000 100.000 EACH| 1.00000 100.00| | Cones (36 Inches High) | | | 0410 740M001 100.000 EACH| 1.00000 100.00| | Ballast For Cone | | | 0420 740O000 1.000 EACH| 2000.00000 2000.00| | Pilot Car | | | SECTION TOTALS | $ 944,270.36| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 944,270.36| $ 767,748.21| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20040625043 COUNTIES : MARENGO LETTING DATE : 06/25/04 10:00 AM DIVISION : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-046-013-004 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#13 (U.S.#43) from MP 101.500 at Dixons Mill to MP 105.920. Length 4.420 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01073 ASPHALT SUPPLY, LLC $ 758,801.81 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 805,056.85 106.0958% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040625043 COUNTIES : MARENGO LETTING DATE : 06/25/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01073 |( 2 ) 13008 |( ) |ASPHALT SUPPLY, LLC |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 209A000 5.000 EACH| 35.00000 175.00| 90.00000 450.00| Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 55.00000 55.00| 150.00000 150.00| Mailbox Reset, Double | | | 0030 209A002 2.000 EACH| 125.00000 250.00| 150.00000 300.00| Mailbox Reset, Multiple | | | 0040 210D000 3500.000 CUYD| 7.75000 27125.00| 7.60000 26600.00| Borrow Excavation | | | 0050 405A000 5405.000 GAL | 1.67000 9026.35| 0.90000 4864.50| Tack Coat | | | 0060 408A052 74500.000 SQYD| 0.44000 32780.00| 0.45000 33525.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 410C000 1.000 EACH| 5000.00000 5000.00| 1500.00000 1500.00| Contractor Retained Profilograph | | | 0080 424A360 4700.000 TON | 41.35000 194345.00| 45.00000 211500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A366 500.000 TON | 39.37000 19685.00| 45.00000 22500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B650 6250.000 TON | 39.37000 246062.50| 43.00000 268750.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0110 424B654 700.000 TON | 39.00000 27300.00| 70.00000 49000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B658 700.000 TON | 38.00000 26600.00| 43.75000 30625.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 430B000 100.000 TON | 43.00000 4300.00| 24.00000 2400.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040625043 COUNTIES : MARENGO LETTING DATE : 06/25/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01073 |( 2 ) 13008 |( ) |ASPHALT SUPPLY, LLC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 600A000 LUMP| 88000.00000 88000.00| 78000.00000 78000.00| Mobilization | | | 0150 652A054 5.000 ACRE| 600.00000 3000.00| 450.00000 2250.00| Seeding (Mix 2A) | | | 0160 656A000 5.000 ACRE| 600.00000 3000.00| 400.00000 2000.00| Mulching, Class A, Type 1 | | | 0170 665F000 100.000 EACH| 7.50000 750.00| 6.00000 600.00| Hay Bales | | | 0180 665J000 500.000 LF | 0.79000 395.00| 3.50000 1750.00| Silt Fence, Type A | | | 0190 665O001 500.000 LF | 1.20000 600.00| 1.00000 500.00| Silt Fence Removal | | | 0200 701A028 8.000 MILE| 1750.00000 14000.00| 1575.00000 12600.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0210 701A046 4.000 MILE| 1100.00000 4400.00| 990.00000 3960.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701A048 9.000 MILE| 1972.22000 17749.98| 1775.00000 15975.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0230 701B009 85.000 LF | 1.11000 94.35| 1.00000 85.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0240 701C002 8.000 MILE| 577.77000 4622.16| 520.00000 4160.00| Broken Temporary Traffic Stripe (Paint) | | | 0250 701C003 17.000 MILE| 655.55000 11144.35| 590.00000 10030.00| Solid Temporary Traffic Stripe (Paint) | | | 0260 703A002 1217.000 SQFT| 2.72000 3310.24| 2.50000 3042.50| Traffic Control Markings, Class 2, Type | | | A | | | 0270 703B002 255.000 SQFT| 3.89000 991.95| 3.50000 892.50| Traffic Control Legends, Class 2, Type | | | 0280 703D002 1837.000 SQFT| 1.67000 3067.79| 1.50000 2755.50| Temporary Traffic Control Markings | | | (Paint) | | | 0290 703E002 319.000 SQFT| 1.67000 532.73| 1.50000 478.50| Temporary Traffic Control Legends | | | (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 043 -4 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040625043 COUNTIES : MARENGO LETTING DATE : 06/25/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01073 |( 2 ) 13008 |( ) |ASPHALT SUPPLY, LLC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 705A030 49.000 EACH| 5.83000 285.67| 5.25000 257.25| Pavement Markers, Class A-H, Type 2-C | | | 0310 705A031 83.000 EACH| 5.83000 483.89| 5.25000 435.75| Pavement Markers, Class A-H, Type 1-A | | | 0320 705A032 248.000 EACH| 5.83000 1445.84| 5.25000 1302.00| Pavement Markers, Class A-H, Type 1-B | | | 0330 705A037 564.000 EACH| 5.83000 3288.12| 5.25000 2961.00| Pavement Markers, Class A-H, Type 2-D | | | 0340 705A038 83.000 EACH| 5.83000 483.89| 5.25000 435.75| Pavement Markers, Class A-H, Type 2-E | | | 0350 740B000 588.000 SQFT| 4.00000 2352.00| 8.20000 4821.60| Construction Signs | | | 0360 740E000 200.000 EACH| 2.00000 400.00| 1.00000 200.00| Cones (36 Inches High) | | | 0370 740M001 200.000 EACH| 1.00000 200.00| 1.00000 200.00| Ballast For Cone | | | 0380 740O000 1.000 EACH| 1500.00000 1500.00| 3200.00000 3200.00| Pilot Car | | | SECTION TOTALS | $ 758,801.81| $ 805,056.85| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 758,801.81| $ 805,056.85| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20040625044 COUNTIES : PICKENS LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-054-032-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#32 from the Mississippi state line to S.R.#17 south of Memphis. Length - 3.594 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 511,591.02 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20040625044 COUNTIES : PICKENS LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 13008 |( ) |S. T. BUNN CONSTRUCTION CO. |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 209A000 2.000 EACH| 200.00000 400.00| | Mailbox Reset, Single | | | 0020 305B060 937.000 TON | 26.13000 24483.81| | Crushed Aggregate, Section 825, 1" Down | | | 0030 405A000 5061.000 GAL | 1.25000 6326.25| | Tack Coat | | | 0040 407A000 323.000 GAL | 19.00000 6137.00| | Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 408A051 50604.000 SQYD| 0.96000 48579.84| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 410C000 1.000 EACH| 4000.00000 4000.00| | Contractor Retained Profilograph | | | 0070 424A356 2095.000 TON | 53.26000 111579.70| | Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0080 424A366 2092.000 TON | 50.18000 104976.56| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424A369 50.000 TON | 68.50000 3425.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B651 2242.000 TON | 47.33000 106113.86| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0110 424B655 100.000 TON | 70.00000 7000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B662 50.000 TON | 68.50000 3425.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20040625044 COUNTIES : PICKENS LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 13008 |( ) |S. T. BUNN CONSTRUCTION CO. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 600A000 LUMP| 37400.00000 37400.00| | Mobilization | | | 0140 701C000 6.000 MILE| 520.00000 3120.00| | Broken Temporary Traffic Stripe | | | 0150 701C001 5.000 MILE| 580.00000 2900.00| | Solid Temporary Traffic Stripe | | | 0160 701I003 8.000 MILE| 1900.00000 15200.00| | Solid White, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | 0170 701I005 5.000 MILE| 1150.00000 5750.00| | Broken Yellow, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | 0180 701I007 5.000 MILE| 2150.00000 10750.00| | Solid Yellow, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | 0190 703A000 72.000 SQFT| 2.00000 144.00| | Traffic Control Markings, Class 1, Type | | | A | | | 0200 703B000 57.000 SQFT| 2.00000 114.00| | Traffic Control Legends, Class 1, Type | | | 0210 703D001 72.000 SQFT| 1.50000 108.00| | Temporary Traffic Control Markings | | | 0220 705A032 262.000 EACH| 5.50000 1441.00| | Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 246.000 EACH| 5.50000 1353.00| | Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 552.000 SQFT| 7.00000 3864.00| | Construction Signs | | | 0250 740O000 1.000 EACH| 3000.00000 3000.00| | Pilot Car | | | SECTION TOTALS | $ 511,591.02| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 511,591.02| $ 805,056.85| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20040625045 COUNTIES : RANDOLPH LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-056-022-003 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#22 from Dickert (MP 152.439) to Roanoke (MP 158.519). Length 5.180 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 514,217.98 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 533,881.55 103.8240% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 556,533.78 108.2292% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20040625045 COUNTIES : RANDOLPH LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 13022 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B100 79154.000 SQYD| 0.62000 49075.48| 0.60000 47492.40| 0.69000 54616.26 Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 405A000 1200.000 GAL | 1.57000 1884.00| 0.00000 0.00| 0.91000 1092.00 Tack Coat | | | 0030 408A051 800.000 SQYD| 5.88000 4704.00| 2.45000 1960.00| 5.58000 4464.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 408A052 17283.000 SQYD| 1.60000 27652.80| 1.55000 26788.65| 1.80000 31109.40 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A360 6308.000 TON | 47.97000 302594.76| 50.00000 315400.00| 47.39000 298936.12 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A369 100.000 TON | 72.22000 7222.00| 100.00000 10000.00| 70.77000 7077.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B654 100.000 TON | 103.30000 10330.00| 100.00000 10000.00| 83.80000 8380.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B658 335.000 TON | 85.08000 28501.80| 75.00000 25125.00| 56.41000 18897.35 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 430B043 430.000 TON | 29.34000 12616.20| 26.00000 11180.00| 29.48000 12676.40 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0100 600A000 LUMP| 1260.00000 1260.00| 24000.00000 24000.00| 51235.72000 51235.72 Mobilization | | | 0110 701C000 10.000 MILE| 556.50000 5565.00| 530.00000 5300.00| 412.18000 4121.80 Broken Temporary Traffic Stripe | | | 0120 701C001 12.000 MILE| 624.75000 7497.00| 595.00000 7140.00| 541.72000 6500.64 Solid Temporary Traffic Stripe | | | 0130 701I003 9.000 MILE| 1995.00000 17955.00| 1900.00000 17100.00| 2237.56000 20138.04 Solid White, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20040625045 COUNTIES : RANDOLPH LETTING DATE : 06/25/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 13022 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701I005 5.000 MILE| 1207.50000 6037.50| 1150.00000 5750.00| 1766.49000 8832.45 Broken Yellow, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | 0150 701I007 6.000 MILE| 2257.50000 13545.00| 2150.00000 12900.00| 2590.85000 15545.10 Solid Yellow, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | 0160 703A002 555.000 SQFT| 3.15000 1748.25| 3.00000 1665.00| 3.42000 1898.10 Traffic Control Markings, Class 2, Type | | | A | | | 0170 703B002 45.000 SQFT| 5.25000 236.25| 5.00000 225.00| 4.00000 180.00 Traffic Control Legends, Class 2, Type | | | 0180 703D001 475.000 SQFT| 1.58000 750.50| 1.50000 712.50| 2.12000 1007.00 Temporary Traffic Control Markings | | | 0190 740B000 794.000 SQFT| 8.27000 6566.38| 12.00000 9528.00| 9.04000 7177.76 Construction Signs | | | 0200 740O000 1.000 EACH| 8476.06000 8476.06| 1615.00000 1615.00| 2648.64000 2648.64 Pilot Car | | | SECTION TOTALS | $ 514,217.98| $ 533,881.55| $ 556,533.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 514,217.98| $ 533,881.55| $ 556,533.78 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20040625046 COUNTIES : MOBILE LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-049-163-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#163 (Hamilton Boulevard) from just west of S.R.#193 to Dauphin Island Parkway in Theodore. Length 2.453 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 472,515.36 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 519,905.60 110.0294% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20040625046 COUNTIES : MOBILE LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 4855.000 GAL | 1.18000 5728.90| 1.00000 4855.00| Tack Coat | | | 0020 408A051 41525.000 SQYD| 0.46000 19101.50| 0.41000 17025.25| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 408A052 20645.000 SQYD| 0.47000 9703.15| 0.04000 825.80| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A360 4440.000 TON | 34.41000 152780.40| 42.45000 188478.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A363 50.000 TON | 64.02000 3201.00| 50.00000 2500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B650 2275.000 TON | 34.36000 78169.00| 38.50000 87587.50| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424B659 1300.000 TON | 39.51000 51363.00| 37.25000 48425.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 430B040 25.000 TON | 28.20000 705.00| 21.50000 537.50| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0090 600A000 LUMP| 27693.89000 27693.89| 55000.00000 55000.00| Mobilization | | | 0100 650A000 2100.000 CUYD| 8.83000 18543.00| 7.60000 15960.00| Topsoil | | | 0110 652A061 4.000 ACRE| 600.00000 2400.00| 500.00000 2000.00| Seeding (Mix 3E) | | | 0120 656A000 4.000 ACRE| 450.00000 1800.00| 500.00000 2000.00| Mulching, Class A, Type 1 | | | 0130 665J000 1500.000 LF | 3.55000 5325.00| 4.00000 6000.00| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20040625046 COUNTIES : MOBILE LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665O001 1500.000 LF | 2.17000 3255.00| 1.50000 2250.00| Silt Fence Removal | | | 0150 665Q001 1040.000 LF | 7.80000 8112.00| 7.25000 7540.00| 20 Inch Wattle | | | 0160 680A000 LUMP| 2969.68000 2969.68| 2400.00000 2400.00| Engineering Controls | | | 0170 701C000 4.000 MILE| 400.00000 1600.00| 400.00000 1600.00| Broken Temporary Traffic Stripe | | | 0180 701C001 7.000 MILE| 450.00000 3150.00| 450.00000 3150.00| Solid Temporary Traffic Stripe | | | 0190 701I001 2.000 MILE| 1150.00000 2300.00| 1160.00000 2320.00| Broken White, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | 0200 701I003 4.000 MILE| 1900.00000 7600.00| 1915.00000 7660.00| Solid White, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | 0210 701I005 2.000 MILE| 1150.00000 2300.00| 1160.00000 2320.00| Broken Yellow, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | 0220 701I007 3.000 MILE| 2150.00000 6450.00| 2165.00000 6495.00| Solid Yellow, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | 0230 701J001 3580.000 LF | 1.10000 3938.00| 1.10000 3938.00| Dotted Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads) (6 " Wide) | | | 0240 703A002 8468.000 SQFT| 2.50000 21170.00| 2.50000 21170.00| Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 450.000 SQFT| 3.50000 1575.00| 3.50000 1575.00| Traffic Control Legends, Class 2, Type | | | 0260 703D001 288.000 SQFT| 1.50000 432.00| 1.50000 432.00| Temporary Traffic Control Markings | | | 0270 705A030 92.000 EACH| 4.80000 441.60| 4.85000 446.20| Pavement Markers, Class A-H, Type 2-C | | | 0280 705A032 296.000 EACH| 4.80000 1420.80| 4.85000 1435.60| Pavement Markers, Class A-H, Type 1-B | | | 0290 705A037 388.000 EACH| 4.80000 1862.40| 4.85000 1881.80| Pavement Markers, Class A-H, Type 2-D | | | 0300 705A038 167.000 EACH| 4.80000 801.60| 4.85000 809.95| Pavement Markers, Class A-H, Type 2-E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 046 -4 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20040625046 COUNTIES : MOBILE LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 730H001 3600.000 LF | 3.00000 10800.00| 3.00000 10800.00| Loop Wire | | | 0320 740B000 1236.000 SQFT| 7.79000 9628.44| 8.00000 9888.00| Construction Signs | | | 0330 740E000 300.000 EACH| 12.86000 3858.00| 1.00000 300.00| Cones (36 Inches High) | | | 0340 740M001 300.000 EACH| 7.79000 2337.00| 1.00000 300.00| Ballast For Cone | | | SECTION TOTALS | $ 472,515.36| $ 519,905.60| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 472,515.36| $ 519,905.60| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20040625047 COUNTIES : TUSCALOOSA LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : ST-063-006-008 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#6 (U.S.#82) from S.R.#7 (U.S.#11-Skyland Boulevard) to MP 55.230. Length 1.810 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 859,422.01 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 901,444.03 104.8896% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040625047 COUNTIES : TUSCALOOSA LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 3176.000 LF | 1.35000 4287.60| 2.00000 6352.00| Removing Guardrail | | | 0020 209A000 3.000 EACH| 200.00000 600.00| 325.00000 975.00| Mailbox Reset, Single | | | 0030 209A001 1.000 EACH| 300.00000 300.00| 300.00000 300.00| Mailbox Reset, Double | | | 0040 210D001 650.000 CUYD| 11.70000 7605.00| 13.80000 8970.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 305B060 1911.000 TON | 13.20000 25225.20| 24.25000 46341.75| Crushed Aggregate, Section 825, 1" DOWN | | | 0060 405A000 4482.000 GAL | 1.25000 5602.50| 1.30000 5826.60| Tack Coat | | | 0070 408A052 70851.000 SQYD| 1.80000 127531.80| 2.15000 152329.65| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0075 410H000 1.000 EACH| 16000.00000 16000.00| 15400.00000 15400.00| Material Remixing Device | | | 0080 424A281 6212.000 TON | 49.90000 309978.80| 50.00000 310600.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0090 424A284 100.000 TON | 70.00000 7000.00| 109.00000 10900.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424A287 100.000 TON | 49.90000 4990.00| 75.00000 7500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 424A290 727.000 TON | 62.00000 45074.00| 59.35000 43147.45| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0120 424A361 171.000 TON | 49.90000 8532.90| 80.00000 13680.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040625047 COUNTIES : TUSCALOOSA LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424A367 1569.000 TON | 45.40000 71232.60| 51.25000 80411.25| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 428C000 26659.000 LF | 0.14000 3732.26| 0.48000 12796.32| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0150 600A000 LUMP| 57600.00000 57600.00| 7490.00000 7490.00| Mobilization | | | 0160 630A001 3213.000 LF | 14.25000 45785.25| 15.25000 48998.25| Steel Beam Guardrail, Class A, Type 2 | | | 0170 630C001 13.000 EACH| 600.00000 7800.00| 642.00000 8346.00| Guardrail End Anchor, Type 8 | | | 0180 630C050 4.000 EACH| 1510.00000 6040.00| 1615.00000 6460.00| Guardrail End Anchor, Type 20 Series | | | 0190 630C070 9.000 EACH| 1425.00000 12825.00| 1525.00000 13725.00| Guardrail End Anchor, Type 10 Series | | | 0200 654A001 2850.000 SQYD| 3.00000 8550.00| 3.25000 9262.50| Solid Sodding (Bermuda) | | | 0210 659A010 2850.000 SQYD| 2.00000 5700.00| 2.15000 6127.50| Erosion Control Netting, Class A (Jute | | | Netting) | | | 0220 665J000 2700.000 LF | 3.50000 9450.00| 3.65000 9855.00| Silt Fence, Type A | | | 0230 665O001 2700.000 LF | 1.00000 2700.00| 1.07000 2889.00| Silt Fence Removal | | | 0240 665Q000 200.000 LF | 5.00000 1000.00| 5.35000 1070.00| 12 Inch Wattle | | | 0250 665Q001 200.000 LF | 7.25000 1450.00| 7.75000 1550.00| 20 Inch Wattle | | | 0260 701C000 4.000 MILE| 750.00000 3000.00| 802.50000 3210.00| Broken Temporary Traffic Stripe | | | 0270 701C001 2.000 MILE| 750.00000 1500.00| 802.50000 1605.00| Solid Temporary Traffic Stripe | | | 0280 701I001 4.000 MILE| 1150.00000 4600.00| 1230.50000 4922.00| Broken White, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | 0290 701I003 6.000 MILE| 1900.00000 11400.00| 2033.00000 12198.00| Solid White, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040625047 COUNTIES : TUSCALOOSA LETTING DATE : 06/25/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 701I007 5.000 MILE| 2150.00000 10750.00| 2300.50000 11502.50| Solid Yellow, Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads)(6" Wide) | | | 0310 701J001 3137.000 LF | 1.10000 3450.70| 1.18000 3701.66| Dotted Class 2, Type A, Traffic | | | Stripe(Type 1 And 4 Beads) (6 " Wide) | | | 0320 703A002 878.000 SQFT| 2.80000 2458.40| 3.00000 2634.00| Traffic Control Markings, Class 2, Type | | | A | | | 0330 703B002 650.000 SQFT| 3.50000 2275.00| 3.75000 2437.50| Traffic Control Legends, Class 2, Type | | | 0340 703D001 878.000 SQFT| 1.50000 1317.00| 1.60000 1404.80| Temporary Traffic Control Markings | | | 0350 705A030 36.000 EACH| 5.50000 198.00| 5.85000 210.60| Pavement Markers, Class A-H, Type 2-C | | | 0360 705A031 239.000 EACH| 5.50000 1314.50| 5.85000 1398.15| Pavement Markers, Class A-H, Type 1-A | | | 0370 710A126 147.000 SQFT| 16.50000 2425.50| 20.65000 3035.55| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0380 710B001 312.000 LF | 6.50000 2028.00| 5.75000 1794.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0390 740B000 764.000 SQFT| 8.00000 6112.00| 8.00000 6112.00| Construction Signs | | | 0400 740D000 200.000 EACH| 35.00000 7000.00| 60.00000 12000.00| Channelizing Drums | | | 0410 741C010 1.000 EACH| 3000.00000 3000.00| 1975.00000 1975.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 859,422.01| $ 901,444.03| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 859,422.01| $ 901,444.03| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20040625048 COUNTIES : SHELBY LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-303-595-070-410 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#70 from east of S.R.#3 (U.S.#31) (MP 2.200) to C.R.#26 West in Columbia. Length 4.400 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 390,051.56 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 479,505.02 122.9338% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040625048 COUNTIES : SHELBY LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 1963.000 GAL | 1.07000 2100.41| 1.30000 2551.90| Tack Coat | | | 0020 408A051 65399.000 SQYD| 0.83000 54281.17| 1.89000 123604.11| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 424A360 4931.000 TON | 40.71000 200741.01| 50.26000 247832.06| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A366 800.000 TON | 52.39000 41912.00| 57.79000 46232.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B656 100.000 TON | 71.22000 7122.00| 133.69000 13369.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 600A000 LUMP| 38330.00000 38330.00| 7397.15000 7397.15| Mobilization | | | 0070 665F000 50.000 EACH| 12.60000 630.00| 8.59000 429.50| Hay Bales | | | 0080 665J000 150.000 LF | 14.78000 2217.00| 1.32000 198.00| Silt Fence, Type A | | | 0090 665O001 150.000 LF | 6.40000 960.00| 1.32000 198.00| Silt Fence Removal | | | 0100 701A028 9.000 MILE| 1421.85000 12796.65| 1260.00000 11340.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A046 4.000 MILE| 1125.63000 4502.52| 997.50000 3990.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701A048 5.000 MILE| 1895.80000 9479.00| 1680.00000 8400.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701B009 154.000 LF | 0.71000 109.34| 0.63000 97.02| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040625048 COUNTIES : SHELBY LETTING DATE : 06/25/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C000 4.000 MILE| 473.95000 1895.80| 420.00000 1680.00| Broken Temporary Traffic Stripe | | | 0150 701C001 5.000 MILE| 473.95000 2369.75| 420.00000 2100.00| Solid Temporary Traffic Stripe | | | 0160 703A002 149.000 SQFT| 2.07000 308.43| 1.84000 274.16| Traffic Control Markings, Class 2, Type | | | A | | | 0170 703B002 23.000 SQFT| 2.07000 47.61| 1.84000 42.32| Traffic Control Legends, Class 2, Type | | | 0180 703D001 132.000 SQFT| 1.18000 155.76| 1.05000 138.60| Temporary Traffic Control Markings | | | 0190 705A032 140.000 EACH| 5.33000 746.20| 4.73000 662.20| Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 361.000 EACH| 5.33000 1924.13| 4.73000 1707.53| Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 267.000 SQFT| 9.14000 2440.38| 7.61000 2031.87| Construction Signs | | | 0220 740E000 240.000 EACH| 12.59000 3021.60| 13.22000 3172.80| Cones (36 Inches High) | | | 0230 740M001 240.000 EACH| 8.17000 1960.80| 8.57000 2056.80| Ballast For Cone | | | SECTION TOTALS | $ 390,051.56| $ 479,505.02| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 390,051.56| $ 479,505.02| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20040625049 COUNTIES : MOBILE LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 CONTRACT TIME : 365 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : 99-509-002-370-460 for constructing the Tunnel Maintenance in the George C. 99-509-010-851-461 Wallace Tunnel on I-10 and in the Bankhead Tunnel on S.R.#16 (U.S.#90) in Mobile. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08030 HIGHWAY MAINTENANCE, INC. $ 670,238.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/04 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20040625049 COUNTIES : MOBILE LETTING DATE : 06/25/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 08030 |( 2 ) 01087 |( ) |HIGHWAY MAINTENANCE, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 5000.00000 5000.00| | Mobilization | | | 0020 740B000 611.000 SQFT| 18.00000 10998.00| | Construction Signs | | | 0030 740D000 70.000 EACH| 72.00000 5040.00| | Channelizing Drums | | | 0040 740E000 70.000 EACH| 25.00000 1750.00| | Cones (36 Inches High) | | | 0050 740M001 70.000 EACH| 15.00000 1050.00| | Ballast For Cone | | | 0060 741C001 2.000 EACH| 3200.00000 6400.00| | Portable Sequential Arrow And Chevron | | | Sign Unit (Truck Mounted) | | | 0070 741C010 4.000 EACH| 5000.00000 20000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0080 783A002 LUMP| 247000.00000 247000.00| | Tunnel Maintenance Cleaning (13 Cycles) | | | 0090 784A000 LUMP| 108000.00000 108000.00| | Tunnel Lighting Maintenance | | | 0100 785A000 LUMP| 55000.00000 55000.00| | Tunnel Group Lamp Replacement | | | 0110 786A000 LUMP| 35000.00000 35000.00| | Tunnel Sump And Drain Cleaning | | | 0120 788A000 LUMP| 175000.00000 175000.00| | Group Fixture Gasket Replacement | | | SECTION TOTALS | $ 670,238.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 670,238.00| $ 479,505.02| $ ====================================================================================================================================