Letting of 7/28/2004 LA DOTD Headquarters

READV Go Back DBE GOAL FED Lead Project: 713-22-0106 Parish: GRANT Routes: Description: DRY PRONG CREEK BRIDGE AND RIGOLETTE BAYOU BRIDGE Type Const: grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridges and related work.

Rank License Bidder Amount 1 08815 W. E. MCDONALD & SON, LLC. $571,359.26 2 09090 GUINN BROTHERS, LLC. $640,390.00 3 25747 KOSTMAYER CONSTRUCTION, LLC $659,289.40 4 12312 GILCHRIST CONSTRUCTION CO. LLC $776,272.00 5 34567 JAMES CONSTRUCTION GROUP LLC $898,753.40 18546 C,W & W CONTRACTORS, INC. IRREGULAR

Item Number Item Description Quantity Unit of Measure - 1 - W. E. MCDONALD & SON, LLC. - 2 - GUINN BROTHERS, LLC. - 3 - KOSTMAYER CONSTRUCTION, LLC - 4 - GILCHRIST CONSTRUCTION CO. LLC Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount 201-01 clearing and grubbing lump      lump 21,000.00 21,000.00 12,500.00 12,500.00 19,000.00 19,000.00 60,000.00 60,000.00 202-02-A-01 removal of bridge sta. 10+150.008(4.88m w. x 13.54m l. timber bridge & railing) 1      ea 5,000.00 5,000.00 4,500.00 4,500.00 5,500.00 5,500.00 25,000.00 25,000.00 202-02-A-02 removal of bridge sta. 10+151.996(7.010m w. x 25.549m l. timber bridge & railing) 1      ea 6,500.00 6,500.00 8,000.00 8,000.00 6,000.00 6,000.00 30,000.00 30,000.00 203-06 excavation & embankment lump      lump 35,000.00 35,000.00 56,000.00 56,000.00 50,000.00 50,000.00 45,000.00 45,000.00 204-02 temporary hay or straw bales 80      ea 10.00 800.00 10.00 800.00 11.00 880.00 15.00 1,200.00 204-03 temporary slope drains 150      ln m 1.00 150.00 10.00 1,500.00 41.00 6,150.00 20.00 3,000.00 204-05-A temporary sediment check dams (hay) 14      ea 150.00 2,100.00 100.00 1,400.00 120.00 1,680.00 150.00 2,100.00 204-06 temporary silt fencing 220      ln m 7.50 1,650.00 4.00 880.00 5.00 1,100.00 8.00 1,760.00 302-01-A class ii base course(stone) 596.4    cu m 85.00 50,694.00 85.00 50,694.00 60.00 35,784.00 65.00 38,766.00 401-02 aggregate surface course (adjusted vehicular measurement) 88      cu m 100.00 8,800.00 85.00 7,480.00 60.00 5,280.00 50.00 4,400.00 402-01 traffic maintenance aggregate (vehicular measurement) 50.0    cu m 100.00 5,000.00 60.00 3,000.00 60.00 3,000.00 35.00 1,750.00 502-01 superpave asphaltic concrete 576.0    Mg 135.00 77,760.00 90.00 51,840.00 160.00 92,160.00 90.00 51,840.00 701-05-I side drain pipe (600 mm) 12.0    ln m 105.00 1,260.00 145.00 1,740.00 66.00 792.00 275.00 3,300.00 701-05-I-01 side drain pipe (600 mm)(erosion) 117.2    ln m 105.00 12,306.00 145.00 16,994.00 66.00 7,735.20 110.00 12,892.00 704-08-B guard rail transitions (double thrie beam) 60.96   ln m 143.00 8,717.28 155.00 9,448.80 185.00 11,277.60 150.00 9,144.00 704-09 guard rail anchor sections (turndown) 60.96   ln m 88.00 5,364.48 95.00 5,791.20 160.00 9,753.60 100.00 6,096.00 705-01 barbed wire fence 156      ln m 17.00 2,652.00 15.00 2,340.00 22.00 3,432.00 27.50 4,290.00 711-01-D riprap (25 kg, 460mm thick) 695      sq m 48.00 33,360.00 55.00 38,225.00 31.00 21,545.00 50.00 34,750.00 711-04 geotextile fabric 695      sq m 2.50 1,737.50 4.00 2,780.00 6.00 4,170.00 2.20 1,529.00 713-01 temporary signs & barricades lump      lump 13,500.00 13,500.00 13,500.00 13,500.00 9,000.00 9,000.00 11,500.00 11,500.00 727-01 mobilization lump      lump 13,500.00 13,500.00 50,000.00 50,000.00 50,000.00 50,000.00 75,000.00 75,000.00 729-16-C object marker assembly (type 3) 16      ea 70.00 1,120.00 80.00 1,280.00 90.00 1,440.00 75.00 1,200.00 740-01 construction layout lump      lump 6,500.00 6,500.00 10,000.00 10,000.00 20,000.00 20,000.00 25,000.00 25,000.00 804-01-B precast concrete piles (350 mm) 657.0    ln m 98.00 64,386.00 135.00 88,695.00 130.00 85,410.00 115.00 75,555.00 804-12 loading permanent piles 2      ea 1.00 2.00 1.00 2.00 100.00 200.00 100.00 200.00 805-10-A bridge superstructure & substructure (7.3m rdwy. 90 degree xing, curved, cast-in-place) 4      span 18,500.00 74,000.00 20,000.00 80,000.00 20,000.00 80,000.00 25,000.00 100,000.00 805-10-B bridge superstructure & substructure (7.3m rdwy. 90 degree xing) 5      span 18,500.00 92,500.00 19,000.00 95,000.00 20,000.00 100,000.00 25,000.00 125,000.00 S-101 concrete approach slabs (7.3m rdwy. 90 degree xing, curved,) 2      ea 6,500.00 13,000.00 6,500.00 13,000.00 7,000.00 14,000.00 6,500.00 13,000.00 S-102 concrete approach slabs (7.3m rdwy. 90 degree xing) 2      ea 6,500.00 13,000.00 6,500.00 13,000.00 7,000.00 14,000.00 6,500.00 13,000.00                           CONTRACTOR TOTAL       571,359.26   640,390.00   659,289.40   776,272.00

Item Number Item Description Quantity Unit of Measure - 5 - JAMES CONSTRUCTION GROUP LLC C,W & W CONTRACTORS, INC.     Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount 201-01 clearing and grubbing lump      lump 50,000.00 50,000.00 42,000.00 42,000.00         202-02-A-01 removal of bridge sta. 10+150.008(4.88m w. x 13.54m l. timber bridge & railing) 1      ea 25,000.00 25,000.00 10,000.00 10,000.00         202-02-A-02 removal of bridge sta. 10+151.996(7.010m w. x 25.549m l. timber bridge & railing) 1      ea 25,000.00 25,000.00 15,000.00 15,000.00         203-06 excavation & embankment lump      lump 104,000.00 104,000.00 25,000.00 25,000.00         204-02 temporary hay or straw bales 80      ea 8.00 640.00 10.00 800.00         204-03 temporary slope drains 150      ln m 10.00 1,500.00 20.00 3,000.00         204-05-A temporary sediment check dams (hay) 14      ea 125.00 1,750.00 140.00 1,960.00         204-06 temporary silt fencing 220      ln m 5.00 1,100.00 80.00 17,600.00         302-01-A class ii base course(stone) 596.4    cu m 120.00 71,568.00 60.00 35,784.00         401-02 aggregate surface course (adjusted vehicular measurement) 88      cu m 100.00 8,800.00 45.00 3,960.00         402-01 traffic maintenance aggregate (vehicular measurement) 50.0    cu m 175.00 8,750.00 65.00 3,250.00         502-01 superpave asphaltic concrete 576.0    Mg 170.00 97,920.00 195.00 112,320.00         701-05-I side drain pipe (600 mm) 12.0    ln m 200.00 2,400.00 135.00 1,620.00         701-05-I-01 side drain pipe (600 mm)(erosion) 117.2    ln m 200.00 23,440.00 115.00 13,478.00         704-08-B guard rail transitions (double thrie beam) 60.96   ln m 150.00 9,144.00 175.00 10,668.00         704-09 guard rail anchor sections (turndown) 60.96   ln m 90.00 5,486.40 115.00 7,010.40         705-01 barbed wire fence 156      ln m 20.00 3,120.00 13.00 2,028.00         711-01-D riprap (25 kg, 460mm thick) 695      sq m 50.00 34,750.00 50.00 34,750.00         711-04 geotextile fabric 695      sq m 3.00 2,085.00 2.00 1,390.00         713-01 temporary signs & barricades lump      lump 15,000.00 15,000.00 20,000.00 20,000.00         727-01 mobilization lump      lump 89,000.00 89,000.00 15,000.00 15,000.00         729-16-C object marker assembly (type 3) 16      ea 70.00 1,120.00 112.00 1,792.00         740-01 construction layout lump      lump 15,000.00 15,000.00 22,000.00 22,000.00         804-01-B precast concrete piles (350 mm) 657.0    ln m 140.00 91,980.00 185.00 121,545.00         804-12 loading permanent piles 2      ea 500.00 1,000.00 1,000.00 2,000.00         805-10-A bridge superstructure & substructure (7.3m rdwy. 90 degree xing, curved, cast-in-place) 4      span 20,000.00 80,000.00 20,000.00 80,000.00         805-10-B bridge superstructure & substructure (7.3m rdwy. 90 degree xing) 5      span 20,000.00 100,000.00 18,000.00 90,000.00         S-101 concrete approach slabs (7.3m rdwy. 90 degree xing, curved,) 2      ea 7,600.00 15,200.00 4,000.00 8,000.00         S-102 concrete approach slabs (7.3m rdwy. 90 degree xing) 2      ea 7,000.00 14,000.00 4,000.00 8,000.00                                   CONTRACTOR TOTAL       898,753.40   IRREGULAR