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Letting of 3/29/2006 LA DOTD Headquarters

 
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Lead Project: 713-14-0100
Parish: CLAIBORNE
Routes:
Description: WILL BECK-DAVIS ROAD/CHOCTAW CREEK
Type Const: grading, drainage structures, class ii base course, superpave asphaltic concrete
pavement, bridge superstructure and substructure and related work.
Estimated Construction Cost: $310,857.60
 
RankLicenseBidderConstruction Bid
1 18546 C W & W CONTRACTORS, INC. $328,824.62
2 28218 F. J. BURNELL, INC. $349,996.00
3 14788 LOUISIANA BRIDGE, INC. $378,675.61
 
Item Number Item Description Quantity Unit of Measure - 1 -
C W & W CONTRACTORS, INC. 		- 2 -
F. J. BURNELL, INC. 		- 3 -
LOUISIANA BRIDGE, INC.
 
Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount
201-01 clearing and grubbing lump      lump 10,000.00 10,000.00 7,000.00 7,000.00 5,000.00 5,000.00    
202-02-A-01 removal of bridge (sta. 1+150.00; 7.285m x 9.765m
timber structure) 		1      ea 2,500.00 2,500.00 5,000.00 5,000.00 5,500.00 5,500.00    
203-06 excavation & embankment lump      lump 15,000.00 15,000.00 25,000.00 25,000.00 50,000.00 50,000.00    
204-02 temporary hay or straw bales 35      ea 10.00 350.00 10.00 350.00 9.00 315.00    
204-03 temporary slope drains 30      ln m 20.00 600.00 30.00 900.00 1.00 30.00    
204-05 temporary sediment check dams (hay) 4      ea 150.00 600.00 100.00 400.00 85.00 340.00    
204-06 temporary silt fencing 304      ln m 10.00 3,040.00 7.50 2,280.00 5.25 1,596.00    
302-01 class ii base course 263.1    cu m 100.00 26,310.00 90.00 23,679.00 163.50 43,016.85    
502-01 superpave asphaltic concrete 209.9    Mg 125.00 26,237.50 200.00 41,980.00 182.00 38,201.80    
701-05-I-01 side drain pipe (600 mm)(erosion) 45.0    ln m 150.00 6,750.00 174.00 7,830.00 223.00 10,035.00    
704-08-B guard rail transitions (double thrie beam) 30.48   ln m 204.00 6,217.92 190.00 5,791.20 193.00 5,882.64    
704-09 guard rail anchor sections (turndown) 30.48   ln m 90.00 2,743.20 85.00 2,590.80 84.00 2,560.32    
707-04 asphaltic curb 12.0    ln m 100.00 1,200.00 90.00 1,080.00 187.00 2,244.00    
711-01-D riprap (25 kg,460mm thick) 472      sq m 90.00 42,480.00 60.00 28,320.00 80.00 37,760.00    
711-04 geotextile fabric 472      sq m 3.00 1,416.00 2.50 1,180.00 3.50 1,652.00    
713-01 temporary signs & barricades lump      lump 6,500.00 6,500.00 7,000.00 7,000.00 6,500.00 6,500.00    
727-01 mobilization lump      lump 20,000.00 20,000.00 30,000.00 30,000.00 26,000.00 26,000.00    
729-16-C object marker assembly (type 3) 8      ea 85.00 680.00 80.00 640.00 77.00 616.00    
740-01 construction layout lump      lump 5,000.00 5,000.00 5,000.00 5,000.00 3,000.00 3,000.00    
804-01-C precast concrete piles (400 mm) 285.0    ln m 220.00 62,700.00 175.00 49,875.00 205.00 58,425.00    
804-12 loading permanent piles 1      ea 500.00 500.00 100.00 100.00 1.00 1.00    
805-10-A-01 bridge superstructure & substructure (90 degree-7.3m
clear roadway)(c.i.p.) 		4      span 22,000.00 88,000.00 26,000.00 104,000.00 20,000.00 80,000.00    
                       
 CONTRACTOR TOTAL       328,824.62   349,996.00   378,675.61