Home BreadCrumb Arrow Business BreadCrumb Arrow Construction Letting Info BreadCrumb Arrow

Letting of 3/03/2004 LA DOTD Headquarters

 
go back
Go Back
DBE GOAL FED
Lead Project: 713-64-0106
Parish: WINN
Routes:
Description: BEULAH CHURCH BLACKTOP ROAD OVER DUGDEMONA RELIEF
Type Const: excavation and embankment, class ii base course, superpave asphaltic concrete pavement,
concrete slab span bridge and related work.
 
RankLicenseBidderAmount
112879 PETERS CONSTRUCTION CO., INC. $416,678.62
209090 GUINN BROTHERS, LLC. $420,539.00
334567 JAMES CONSTRUCTION GROUP LLC $421,132.10
418546 C,W & W CONTRACTORS, INC. $438,714.00
525747 KOSTMAYER CONSTRUCTION, LLC $476,469.80
612312 GILCHRIST CONSTRUCTION CO. LLC $515,227.25
 
Item Number Item Description Quantity Unit of Measure - 1 -
PETERS CONSTRUCTION CO., INC. 		- 2 -
GUINN BROTHERS, LLC. 		- 3 -
JAMES CONSTRUCTION GROUP LLC 		- 4 -
C,W & W CONTRACTORS, INC.
Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount
201-01 clearing & grubbing lump      LUMP 9,000.00 9,000.00 6,000.00 6,000.00 21,000.00 21,000.00 28,000.00 28,000.00
202-02-A-01 removal of bridge(sta. 19+98.12 - 20.46'w.x 109.81'l.
steel bridge) 		1      EACH 9,000.00 9,000.00 15,000.00 15,000.00 10,000.00 10,000.00 15,000.00 15,000.00
203-06 excavation & embankment lump      LUMP 25,000.00 25,000.00 38,500.00 38,500.00 38,000.00 38,000.00 20,000.00 20,000.00
204-02 temporary hay or straw bales 28      EACH 10.00 280.00 10.00 280.00 8.00 224.00 10.00 280.00
204-03 temporary slope drains 160      LNFT 1.00 160.00 10.00 1,600.00 10.00 1,600.00 10.00 1,600.00
204-05-A temporary sediment check dams (hay) 6      EACH 50.00 300.00 100.00 600.00 105.00 630.00 125.00 750.00
204-06 temporary silt fencing 1,639      LNFT 1.00 1,639.00 2.00 3,278.00 1.00 1,639.00 1.00 1,639.00
302-01-A class ii base course(stone or asphalt) 244.4    CUYD 60.00 14,664.00 80.00 19,552.00 60.00 14,664.00 60.00 14,664.00
502-01-A superpave asphaltic concrete (level 1) 246.2    TON 150.00 36,930.00 145.00 35,699.00 103.00 25,358.60 110.00 27,082.00
704-08-B guard rail transitions (double thrie beam) 100.0    LNFT 55.00 5,500.00 45.00 4,500.00 40.00 4,000.00 55.00 5,500.00
704-09 guard rail anchor sections (turndown) 100.0    LNFT 30.00 3,000.00 30.00 3,000.00 25.00 2,500.00 35.00 3,500.00
711-01-D riprap (55 lb,18" thick) 457      SQYD 65.00 29,705.00 45.00 20,565.00 35.00 15,995.00 30.00 13,710.00
711-04 geotextile fabric 457      SQYD 3.00 1,371.00 5.00 2,285.00 2.00 914.00 2.00 914.00
713-01 temporary signs & barricades lump      LUMP 10,000.00 10,000.00 8,000.00 8,000.00 4,000.00 4,000.00 10,000.00 10,000.00
720-01-A erosion control system, slope protection (type a) 3,450      SQYD 3.25 11,212.50 1.50 5,175.00 1.15 3,967.50 1.50 5,175.00
727-01 mobilization lump      LUMP 10,000.00 10,000.00 40,000.00 40,000.00 44,000.00 44,000.00 40,000.00 40,000.00
729-16-C object marker assembly (type 3) 8      EACH 85.00 680.00 85.00 680.00 65.00 520.00 100.00 800.00
740-01 construction layout lump      LUMP 15,000.00 15,000.00 6,500.00 6,500.00 6,000.00 6,000.00 10,000.00 10,000.00
804-01-C precast concrete piles (16") 1,752      LNFT 53.56 93,837.12 37.00 64,824.00 60.00 105,120.00 50.00 87,600.00
804-12 loading permanent piles 1      EACH 1,000.00 1,000.00 1.00 1.00 500.00 500.00 500.00 500.00
805-10-A bridge superstructure & substructure(24'
rdwy.,90 degree crossing) (precast span, cip
bents) 		7      SPAN 18,000.00 126,000.00 18,500.00 129,500.00 15,500.00 108,500.00 20,000.00 140,000.00
S-101 concrete approach slabs (24' rdwy. 90 degree xing)
(w/out asphalt) 		2      EACH 6,200.00 12,400.00 7,500.00 15,000.00 6,000.00 12,000.00 6,000.00 12,000.00
                       
 CONTRACTOR TOTAL       416,678.62   420,539.00   421,132.10   438,714.00
 
Item Number Item Description Quantity Unit of Measure - 5 -
KOSTMAYER CONSTRUCTION, LLC 		- 6 -
GILCHRIST CONSTRUCTION CO. LLC
 
 
Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount
201-01 clearing & grubbing lump      LUMP 10,000.00 10,000.00 15,000.00 15,000.00        
202-02-A-01 removal of bridge(sta. 19+98.12 - 20.46'w.x 109.81'l.
steel bridge) 		1      EACH 35,000.00 35,000.00 60,000.00 60,000.00        
203-06 excavation & embankment lump      LUMP 43,000.00 43,000.00 39,000.00 39,000.00        
204-02 temporary hay or straw bales 28      EACH 10.00 280.00 20.00 560.00        
204-03 temporary slope drains 160      LNFT 5.00 800.00 17.00 2,720.00        
204-05-A temporary sediment check dams (hay) 6      EACH 100.00 600.00 148.00 888.00        
204-06 temporary silt fencing 1,639      LNFT 2.00 3,278.00 2.00 3,278.00        
302-01-A class ii base course(stone or asphalt) 244.4    CUYD 82.00 20,040.80 55.00 13,442.00        
502-01-A superpave asphaltic concrete (level 1) 246.2    TON 180.00 44,316.00 90.00 22,158.00        
704-08-B guard rail transitions (double thrie beam) 100.0    LNFT 40.00 4,000.00 42.00 4,200.00        
704-09 guard rail anchor sections (turndown) 100.0    LNFT 30.00 3,000.00 27.00 2,700.00        
711-01-D riprap (55 lb,18" thick) 457      SQYD 65.00 29,705.00 63.00 28,791.00        
711-04 geotextile fabric 457      SQYD 5.00 2,285.00 3.25 1,485.25        
713-01 temporary signs & barricades lump      LUMP 9,000.00 9,000.00 6,000.00 6,000.00        
720-01-A erosion control system, slope protection (type a) 3,450      SQYD 1.60 5,520.00 1.70 5,865.00        
727-01 mobilization lump      LUMP 46,000.00 46,000.00 48,000.00 48,000.00        
729-16-C object marker assembly (type 3) 8      EACH 70.00 560.00 70.00 560.00        
740-01 construction layout lump      LUMP 10,000.00 10,000.00 11,000.00 11,000.00        
804-01-C precast concrete piles (16") 1,752      LNFT 42.00 73,584.00 40.00 70,080.00        
804-12 loading permanent piles 1      EACH 1.00 1.00 10,500.00 10,500.00        
805-10-A bridge superstructure & substructure(24'
rdwy.,90 degree crossing) (precast span, cip
bents) 		7      SPAN 17,500.00 122,500.00 23,000.00 161,000.00        
S-101 concrete approach slabs (24' rdwy. 90 degree xing)
(w/out asphalt) 		2      EACH 6,500.00 13,000.00 4,000.00 8,000.00        
                       
 CONTRACTOR TOTAL       476,469.80   515,227.25