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Letting of 3/26/2008 LA DOTD Headquarters


 
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DBE GOAL FED
Lead Project: 737-35-0002
Parish: NATCHITOCHES
Routes:
Description: JOHNSON CHUTE ROAD IMP.
Type Const: cold planing asphaltic concrete pavement, lime treatment, in-place cement treated
base course, superpave asphaltic concrete pavement, and related work
Estimated Construction Cost: $612,494.42
 
RankLicenseBidderConstruction Bid
1 08584 MADDEN CONTRACTING CO., INC. $610,335.15
2 12312 GILCHRIST CONSTRUCTION CO. LLC $713,740.25
 
Item Number Item Description Quantity Unit of Measure - 1 -
MADDEN CONTRACTING CO., INC.
- 2 -
GILCHRIST CONSTRUCTION CO. LLC

 

 
Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount
202-02-D removal of concrete walks & drives 13      SQYD 10.00 130.00 50.00 650.00        
203-07-A borrow (vehicular meas.)(selected soils) 175      CUYD 15.00 2,625.00 27.50 4,812.50        
304-05 lime treatment (type e) 86.03   TON 275.00 23,658.25 245.00 21,077.35        
308-01-A in-place cement treated base course (12" thick) 27,311      SQYD 7.80 213,025.80 7.00 191,177.00        
308-02 removal of existing patches 300      SQYD 10.00 3,000.00 5.00 1,500.00        
401-02 aggregate surface course (adjusted vehicular
measurement)
123      CUYD 49.00 6,027.00 145.00 17,835.00        
502-01 superpave asphaltic concrete 2,798.6    TON 90.00 251,874.00 99.00 277,061.40        
502-01-A superpave asphaltic concrete, drives, turnouts and
miscellaneous
173.2    TON 50.00 8,660.00 195.00 33,774.00        
509-01 cold planing asphaltic pavement 25,427      SQYD 1.30 33,055.10 2.00 50,854.00        
713-01 temporary signs & barricades lump      LUMP 24,000.00 24,000.00 18,000.00 18,000.00        
716-01-A mulch (vegetative) 3.5    TON 1,500.00 5,250.00 600.00 2,100.00        
717-01 seeding 52      LB 15.00 780.00 12.00 624.00        
718-01 fertilizer 1,750      LB 1.00 1,750.00 1.30 2,275.00        
722-01 project site laboratory 1      EACH 2,500.00 2,500.00 12,000.00 12,000.00        
727-01 mobilization lump      LUMP 24,000.00 24,000.00 70,000.00 70,000.00        
740-01 construction layout lump      LUMP 10,000.00 10,000.00 10,000.00 10,000.00        
                       
 CONTRACTOR TOTAL       610,335.15   713,740.25        

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