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Letting of 7/26/2006 LA DOTD Headquarters

 
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DBE GOAL FED
Lead Project: 713-26-0103
Parish: JEFFERSON
Routes:
Description: AIRLINE PARK BLVD. BRIDGE OVER CANAL NO.5 (W. METAIRE)
Type Const: grading, reinforced concrete box culvert, portland cement concrete pavement, traffic
signal system and related work.
Estimated Construction Cost: $1,969,129.65
 
RankLicenseBidderConstruction Bid
1 00935 FLEMING CONSTRUCTION CO., INC. $2,057,692.84
2 12069 B & K CONSTRUCTION CO. $3,362,565.62
 
Item Number Item Description Quantity Unit of Measure - 1 -
FLEMING CONSTRUCTION CO., INC. 		- 2 -
B & K CONSTRUCTION CO.
 
 
Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount
202-01 removal of structures & obstructions lump      LUMP 45,000.00 45,000.00 50,000.00 50,000.00        
202-02-C removal of portland cement concrete pavement 2,401      SQYD 14.00 33,614.00 12.00 28,812.00        
202-02-D removal of concrete walks & drives 307      SQYD 10.00 3,070.00 9.00 2,763.00        
202-02-H removal of guard rail 110      LNFT 10.00 1,100.00 4.50 495.00        
203-01-A general excavation (canal) 672      CUYD 20.00 13,440.00 26.00 17,472.00        
203-02 drainage excavation 4,926      CUYD 15.00 73,890.00 26.00 128,076.00        
203-05-A nonplastic embankment(vehicular measurement) 4,639      CUYD 25.00 115,975.00 14.00 64,946.00        
204-02 temporary hay or straw bales 28      EACH 15.00 420.00 11.00 308.00        
204-05-A temporary sediment check dams (hay) 4      EACH 250.00 1,000.00 700.00 2,800.00        
204-06 temporary silt fencing 50      LNFT 10.00 500.00 3.50 175.00        
302-02-A-01 class ii base course(6"thick)(stone or recycled
portland cement concrete) 		3,455.0    SQYD 22.00 76,010.00 19.00 65,645.00        
601-01-I portland cement concrete pavement (9" thick) 3,000.6    SQYD 68.00 204,040.80 64.00 192,038.40        
601-04 portland cement concrete pavement coring 5      EACH 130.00 650.00 200.00 1,000.00        
602-05-U-04 full depth patching of jointed conc pvmt(unknown
thickness)(unknown size) 		300.0    SQYD 100.00 30,000.00 150.00 45,000.00        
701-10-E reinforced concrete pipe (extension)(12") 8      LNFT 460.00 3,680.00 275.00 2,200.00        
701-10-F reinforced concrete pipe (extension)(15") 54      LNFT 366.00 19,764.00 205.00 11,070.00        
701-10-G reinforced concrete pipe (extension)(18") 8      LNFT 285.00 2,280.00 346.00 2,768.00        
701-10-M reinforced concrete pipe (extension)(36") 16      LNFT 325.00 5,200.00 343.00 5,488.00        
706-01-A-01 concrete walk (4" thick)(w/welded wire fabric) 17.8    SQYD 220.00 3,916.00 50.00 890.00        
706-03-A-01 incidental concrete paving (4" thick)(w/welded wire
fabric) 		1,329.9    SQYD 55.00 73,144.50 50.00 66,495.00        
707-01 concrete curb 2,217.4    LNFT 10.00 22,174.00 16.00 35,478.40        
713-01 temporary signs & barricades lump      LUMP 9,370.00 9,370.00 20,000.00 20,000.00        
713-03-A temporary pavement markings (4" width) 140      LNFT 6.00 840.00 2.00 280.00        
714-01 slab sodding 107      SQYD 10.00 1,070.00 8.00 856.00        
717-01 seeding 11      LB 100.00 1,100.00 50.00 550.00        
718-01 fertilizer 423      LB 4.00 1,692.00 1.00 423.00        
722-01 project site laboratory 1      EACH 6,000.00 6,000.00 15,000.00 15,000.00        
726-01 bedding material 2,020.7    CUYD 85.00 171,759.50 90.00 181,863.00        
727-01 mobilization lump      LUMP 78,000.00 78,000.00 200,000.00 200,000.00        
736-09 loop detector 74      LNFT 25.00 1,850.00 15.00 1,110.00        
740-01 construction layout lump      LUMP 8,000.00 8,000.00 45,000.00 45,000.00        
744-01 traffic control management lump      LUMP 4,500.00 4,500.00 25,000.00 25,000.00        
805-01 class a concrete 812.13   CUYD 455.00 369,519.15 700.00 568,491.00        
805-01-I class a concrete(maintenance slab) 40.98   CUYD 1,060.00 43,438.80 320.00 13,113.60        
806-01 deformed reinforcing steel 115,517      LB 0.77 88,948.09 1.00 115,517.00        
S-001 dam removal and replacement(first five (5) occurences) lump      LUMP 4,500.00 4,500.00 27,000.00 27,000.00        
S-002 dam removal and replacement(each additional occurence) lump      LUMP 1,900.00 1,900.00 3,800.00 3,800.00        
S-003 initial installation and final removal of dams lump      LUMP 21,000.00 21,000.00 82,000.00 82,000.00        
S-004 temporary sheeting and bracing system lump      LUMP 150,000.00 150,000.00 805,000.00 805,000.00        
S-005 geotextile fabric (class d) 9,612      SQYD 1.25 12,015.00 2.00 19,224.00        
S-006 adjusting water lines (12" cast iron)
(non-participating pay item) 		110      lnft 125.00 13,750.00 250.00 27,500.00        
S-007 adjusting water lines (12" transite)(non-participating
pay item) 		80      lnft 165.00 13,200.00 209.00 16,720.00        
S-008 saw cutting (full depth) 6,588      LNFT 9.00 59,292.00 10.00 65,880.00        
S-009 vibration monitoring lump      LUMP 1,800.00 1,800.00 20,000.00 20,000.00        
S-010 police traffic control (non-participating pay item) 32      hour 40.00 1,280.00 46.00 1,472.00        
S-011 temporary traffic signal system(non-participating pay
item) 		lump      LUMP 55,000.00 55,000.00 79,961.61 79,961.61        
S-012 permanent traffic signal system(non-participating pay
item) 		lump      LUMP 209,000.00 209,000.00 302,884.61 302,884.61        
                       
 CONTRACTOR TOTAL       2,057,692.84   3,362,565.62