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Letting of 2/25/2009 LA DOTD Headquarters


 
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Lead Project: 391-02-0009
Parish: LAFAYETTE
Routes: LA 98, LA 182
Description: TRAFFIC FLOW IMPROVEMENTS
Type Const: cold planing asphaltic concrete, construct turning lanes with class ii base course
and superpave asphaltic concrete overlay, pavement widening, drainage str. and related work
Estimated Construction Cost: $795,124.59
 
RankLicenseBidderConstruction Bid
1 13086 M. MATT DURAND, LLC $514,465.00
2 12312 GILCHRIST CONSTRUCTION CO. LLC $940,502.21
3 04089 H & S CONSTRUCTION CO., INC. $1,014,715.22
 
Item Number Item Description Quantity Unit of Measure - 1 -
M. MATT DURAND, LLC
- 2 -
GILCHRIST CONSTRUCTION CO. LLC
- 3 -
H & S CONSTRUCTION CO., INC.

 
Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount
202-02-D removal of concrete walks & drives 50      SQYD 10.00 500.00 55.00 2,750.00 25.00 1,250.00    
202-02-G removal of surfacing & stabilized base 243.0    SQYD 10.00 2,430.00 25.00 6,075.00 11.00 2,673.00    
202-02-I removal of existing drain pipe 217      LNFT 23.00 4,991.00 15.00 3,255.00 36.60 7,942.20    
203-01 general excavation 1,025      CUYD 7.50 7,687.50 17.00 17,425.00 30.00 30,750.00    
203-07 borrow (vehicular measurement) 100      CUYD 9.00 900.00 40.00 4,000.00 74.00 7,400.00    
203-07-A borrow (vehicular meas.)(selected soils) 175      CUYD 12.00 2,100.00 50.00 8,750.00 74.00 12,950.00    
204-02 temporary hay or straw bales 25      EACH 60.00 1,500.00 25.00 625.00 47.00 1,175.00    
204-05-A temporary sediment check dams (hay) 4      EACH 180.00 720.00 300.00 1,200.00 150.00 600.00    
302-02-C class ii base course (8" thick) 2,057.7    SQYD 19.00 39,096.30 40.00 82,308.00 48.00 98,769.60    
401-02 aggregate surface course (adjusted vehicular
measurement)
50      CUYD 94.00 4,700.00 85.00 4,250.00 85.00 4,250.00    
502-01 superpave asphaltic concrete 2,463.8    TON 96.00 236,524.80 145.00 357,251.00 135.00 332,613.00    
502-01-A superpave asphaltic concrete, drives, turnouts and
miscellaneous
126.0    TON 119.00 14,994.00 250.00 31,500.00 170.00 21,420.00    
509-01 cold planing asphaltic pavement 7,039      SQYD 0.80 5,631.20 3.75 26,396.25 6.00 42,234.00    
509-02 contractor retained reclaimed asphaltic pavement - 351      CUYD 1.20 - 421.20 1.00 - 351.00 0.01 - 3.51    
510-01-B pavement patching (12" minimum thickness) 70      SQYD 95.00 6,650.00 175.00 12,250.00 165.00 11,550.00    
510-02 pavement widening 422.8    SQYD 70.00 29,596.00 175.00 73,990.00 174.00 73,567.20    
701-01-K cross drain pipe (30" rcp/pcp) 56      LNFT 110.00 6,160.00 210.00 11,760.00 300.00 16,800.00    
701-01-N cross drain pipe (42" rcp/pcp) 44      LNFT 180.00 7,920.00 280.00 12,320.00 435.00 19,140.00    
701-01-P cross drain pipe (54" rcp/pcp) 4      LNFT 460.00 1,840.00 1,125.00 4,500.00 990.00 3,960.00    
701-03-I storm drain pipe (24" rcp/pcp) 464      LNFT 53.00 24,592.00 120.00 55,680.00 163.00 75,632.00    
701-03-K storm drain pipe (30" rcp/pcp) 72      LNFT 73.00 5,256.00 145.00 10,440.00 319.00 22,968.00    
701-05-G side drain pipe (18") 124      LNFT 37.00 4,588.00 125.00 15,500.00 152.00 18,848.00    
701-15 concrete collar 1      EACH 1,100.00 1,100.00 2,045.00 2,045.00 2,700.00 2,700.00    
702-03-A catch basins (cb-01) 6      EACH 1,600.00 9,600.00 3,205.00 19,230.00 3,600.00 21,600.00    
706-02-C concrete drive (6" thick) 87.3    SQYD 90.00 7,857.00 130.00 11,349.00 80.00 6,984.00    
712-02 sacked concrete revetment 140      SQYD 90.00 12,600.00 105.00 14,700.00 120.00 16,800.00    
713-01 temporary signs & barricades lump      LUMP 15,000.00 15,000.00 20,000.00 20,000.00 40,000.00 40,000.00    
713-02-C temporary pavement markings (8" width) 600      LNFT 0.50 300.00 0.20 120.00 0.40 240.00    
713-02-E temporary pavement markings (24" width) 812      LNFT 1.20 974.40 0.50 406.00 1.32 1,071.84    
713-03-A temporary pavement markings (broken line)(4" width)(4'
length)
1.924  MILE 2,300.00 4,425.20 350.00 673.40 373.75 719.10    
713-03-B temporary pavement markings (broken line)(4" width)
(10' length)
1.924  MILE 550.00 1,058.20 390.00 750.36 623.66 1,199.92    
713-04-A temporary pavement markings (solid line)(4" width) 4.010  MILE 720.00 2,887.20 520.00 2,085.20 833.75 3,343.34    
713-05-A temporary pavement legends and symbols (arrow) 4      EACH 72.00 288.00 150.00 600.00 57.50 230.00    
713-05-C temporary pavement legends and symbols (only) 4      EACH 72.00 288.00 150.00 600.00 57.50 230.00    
726-01 bedding material 70.0    CUYD 75.00 5,250.00 125.00 8,750.00 106.00 7,420.00    
727-01 mobilization lump      LUMP 11,000.00 11,000.00 75,000.00 75,000.00 75,000.00 75,000.00    
731-02 reflectorized raised pavement markers 795      EACH 7.20 5,724.00 5.00 3,975.00 5.87 4,666.65    
732-01-C plastic pavement striping (8" width) 300      LNFT 1.30 390.00 1.25 375.00 1.21 363.00    
732-01-E plastic pavement striping (24" width) 406      LNFT 5.50 2,233.00 5.50 2,233.00 4.37 1,774.22    
732-02-A plastic pavement striping (solid line) (4" width) 2.005  MILE 4,000.00 8,020.00 3,200.00 6,416.00 3,339.60 6,695.90    
732-03-A plastic pavement striping (broken line)(4" width) 0.240  MILE 1,100.00 264.00 1,100.00 264.00 874.00 209.76    
732-04-A plastic pavement legends & symbols (arrow) 4      EACH 280.00 1,120.00 275.00 1,100.00 230.00 920.00    
732-04-C plastic pavement legends & symbols (only) 4      EACH 480.00 1,920.00 275.00 1,100.00 241.50 966.00    
735-01 mailboxes 4      EACH 1.20 4.80 5.00 20.00 79.00 316.00    
735-02 mailbox supports (single) 4      EACH 140.00 560.00 150.00 600.00 280.00 1,120.00    
739-01 hydro-seeding 1.00   ACRE 2,500.00 2,500.00 1,400.00 1,400.00 1,725.00 1,725.00    
740-01 construction layout lump      LUMP 8,400.00 8,400.00 17,400.00 17,400.00 8,500.00 8,500.00    
S-001 saw cutting asphaltic concrete pavement 1,010      INFT 1.20 1,212.00 3.25 3,282.50 1.50 1,515.00    
S-002 sawcutting of portland cement concrete 1,278      INFT 1.20 1,533.60 3.25 4,153.50 1.50 1,917.00    
                       
 CONTRACTOR TOTAL       514,465.00   940,502.21   1,014,715.22    

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