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Letting of 3/29/2006 LA DOTD Headquarters

 
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DBE GOAL FED
Lead Project: 713-06-0120
Parish: BEAUREGARD
Routes:
Description: DEE GILLAND ROAD BRIDGE & CLIFFORD COOLEY ROAD BRIDGE
Type Const: grading, class ii base course, superpave asphaltic concrete pavement, concrete
slab span bridges, and related work.
Estimated Construction Cost: $411,891.50
 
RankLicenseBidderConstruction Bid
1 09090 GUINN BROTHERS, LLC. $432,815.50
2 00060 F. MILLER & SONS, LLC $512,858.30
3 18546 C W & W CONTRACTORS, INC. $524,245.50
4 12879 PETERS CONSTRUCTION CO., INC. $527,626.50
5 08815 W. E. MCDONALD & SON, LLC. $595,614.50
 
Item Number Item Description Quantity Unit of Measure - 1 -
GUINN BROTHERS, LLC. 		- 2 -
F. MILLER & SONS, LLC 		- 3 -
C W & W CONTRACTORS, INC. 		- 4 -
PETERS CONSTRUCTION CO., INC.
Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount
201-01 clearing & grubbing lump      LUMP 15,000.00 15,000.00 13,200.00 13,200.00 10,000.00 10,000.00 11,000.00 11,000.00
202-02-A-01 removal of bridge(sta. 15+00.00;18.75' wide x 39.08'
long; timber bridge) 		1      EACH 6,000.00 6,000.00 13,700.00 13,700.00 10,000.00 10,000.00 4,500.00 4,500.00
202-02-A-02 removal of bridge(sta. 15+00.42;18.80' wide x 39.44'
long; timber bridge) 		1      EACH 6,000.00 6,000.00 18,300.00 18,300.00 10,000.00 10,000.00 5,600.00 5,600.00
203-06 excavation & embankment lump      LUMP 16,500.00 16,500.00 37,900.00 37,900.00 15,000.00 15,000.00 35,000.00 35,000.00
204-02 temporary hay or straw bales 8      EACH 10.00 80.00 21.00 168.00 10.00 80.00 9.00 72.00
204-03 temporary slope drains 80      LNFT 10.00 800.00 9.00 720.00 15.00 1,200.00 2.00 160.00
204-05-A temporary sediment check dams (hay) 8      EACH 100.00 800.00 155.00 1,240.00 125.00 1,000.00 100.00 800.00
204-06 temporary silt fencing 1,020      LNFT 2.00 2,040.00 4.00 4,080.00 3.00 3,060.00 5.00 5,100.00
302-01-A class ii base course(stone or recycled portland cement
concrete) 		294.0    CUYD 95.00 27,930.00 70.00 20,580.00 85.00 24,990.00 22.00 6,468.00
401-02 aggregate surface course (adjusted vehicular
measurement) 		11      CUYD 100.00 1,100.00 70.00 770.00 90.00 990.00 45.00 495.00
502-01 superpave asphaltic concrete 229.9    TON 175.00 40,232.50 217.00 49,888.30 225.00 51,727.50 275.00 63,222.50
704-08-B guard rail transitions (double thrie beam) 200.0    LNFT 60.00 12,000.00 54.00 10,800.00 78.00 15,600.00 70.00 14,000.00
704-09 guard rail anchor sections (turndown) 200.0    LNFT 32.00 6,400.00 24.00 4,800.00 36.00 7,200.00 40.00 8,000.00
712-04 flexible revetment 347      SQYD 65.00 22,555.00 56.00 19,432.00 55.00 19,085.00 75.00 26,025.00
713-01 temporary signs & barricades lump      LUMP 12,500.00 12,500.00 44,800.00 44,800.00 15,000.00 15,000.00 15,000.00 15,000.00
727-01 mobilization lump      LUMP 32,500.00 32,500.00 50,000.00 50,000.00 45,000.00 45,000.00 26,000.00 26,000.00
729-16-C object marker assembly (type 3) 16      EACH 75.00 1,200.00 68.00 1,088.00 108.00 1,728.00 75.00 1,200.00
740-01 construction layout lump      LUMP 6,000.00 6,000.00 19,700.00 19,700.00 15,000.00 15,000.00 16,000.00 16,000.00
804-01-B precast concrete piles (14") 1,656      LNFT 46.00 76,176.00 44.50 73,692.00 60.00 99,360.00 64.00 105,984.00
804-12 loading permanent piles 2      EACH 1.00 2.00 100.00 200.00 250.00 500.00 1,000.00 2,000.00
805-10-A bridge superstructure & substructure(24' clear roadway;
90 degree crossing, precast only) 		3      SPAN 19,000.00 57,000.00 15,800.00 47,400.00 23,000.00 69,000.00 24,000.00 72,000.00
805-10-B bridge superstructure & substructure(24' clear roadway;
75 degree crossing, precast only) 		3      SPAN 20,000.00 60,000.00 16,800.00 50,400.00 23,575.00 70,725.00 25,000.00 75,000.00
S-101 concrete approach slabs(24' clear roadway: 90 degree
crossing) (w/out asphalt) 		2      EACH 7,500.00 15,000.00 7,500.00 15,000.00 9,500.00 19,000.00 8,500.00 17,000.00
S-102 concrete approach slabs(24' clear roadway: 75 degree
crossing) (w/out asphalt) 		2      EACH 7,500.00 15,000.00 7,500.00 15,000.00 9,500.00 19,000.00 8,500.00 17,000.00
                       
 CONTRACTOR TOTAL       432,815.50   512,858.30   524,245.50   527,626.50
 
Item Number Item Description Quantity Unit of Measure - 5 -
W. E. MCDONALD & SON, LLC.
 
 
 
Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount
201-01 clearing & grubbing lump      LUMP 25,000.00 25,000.00            
202-02-A-01 removal of bridge(sta. 15+00.00;18.75' wide x 39.08'
long; timber bridge) 		1      EACH 10,000.00 10,000.00            
202-02-A-02 removal of bridge(sta. 15+00.42;18.80' wide x 39.44'
long; timber bridge) 		1      EACH 10,000.00 10,000.00            
203-06 excavation & embankment lump      LUMP 50,000.00 50,000.00            
204-02 temporary hay or straw bales 8      EACH 50.00 400.00            
204-03 temporary slope drains 80      LNFT 20.00 1,600.00            
204-05-A temporary sediment check dams (hay) 8      EACH 300.00 2,400.00            
204-06 temporary silt fencing 1,020      LNFT 3.00 3,060.00            
302-01-A class ii base course(stone or recycled portland cement
concrete) 		294.0    CUYD 100.00 29,400.00            
401-02 aggregate surface course (adjusted vehicular
measurement) 		11      CUYD 100.00 1,100.00            
502-01 superpave asphaltic concrete 229.9    TON 225.00 51,727.50            
704-08-B guard rail transitions (double thrie beam) 200.0    LNFT 52.00 10,400.00            
704-09 guard rail anchor sections (turndown) 200.0    LNFT 23.00 4,600.00            
712-04 flexible revetment 347      SQYD 75.00 26,025.00            
713-01 temporary signs & barricades lump      LUMP 20,000.00 20,000.00            
727-01 mobilization lump      LUMP 29,000.00 29,000.00            
729-16-C object marker assembly (type 3) 16      EACH 100.00 1,600.00            
740-01 construction layout lump      LUMP 8,500.00 8,500.00            
804-01-B precast concrete piles (14") 1,656      LNFT 50.00 82,800.00            
804-12 loading permanent piles 2      EACH 1.00 2.00            
805-10-A bridge superstructure & substructure(24' clear roadway;
90 degree crossing, precast only) 		3      SPAN 30,000.00 90,000.00            
805-10-B bridge superstructure & substructure(24' clear roadway;
75 degree crossing, precast only) 		3      SPAN 30,000.00 90,000.00            
S-101 concrete approach slabs(24' clear roadway: 90 degree
crossing) (w/out asphalt) 		2      EACH 12,000.00 24,000.00            
S-102 concrete approach slabs(24' clear roadway: 75 degree
crossing) (w/out asphalt) 		2      EACH 12,000.00 24,000.00            
                       
 CONTRACTOR TOTAL       595,614.50