Letting of 3/29/2006 LA DOTD Headquarters


 
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Lead Project: 232-01-0061
Parish: ASSUMPTION
Routes: LA 70
Description: REGRADE ROADWAY
Type Const: grading, class ii base course, cold planing asphaltic pavement, superpave asphaltic
concrete overlay, and related work
Estimated Construction Cost: $322,522.42
 
RankLicenseBidderConstruction Bid
1 06276 BARRIERE CONSTRUCTION CO., LLC $423,324.39
2 00849 F.G. SULLIVAN, JR. CONTRACTOR LLC $425,563.18
3 00046 BARBER BROS. CONTRACTING CO., L.L.C $522,146.20
4 00481 COASTAL BRIDGE CO., L.L.C. $575,963.79
 
Item Number Item Description Quantity Unit of Measure - 1 -
BARRIERE CONSTRUCTION CO., LLC
- 2 -
F.G. SULLIVAN, JR. CONTRACTOR LLC
- 3 -
BARBER BROS. CONTRACTING CO., L.L.C
- 4 -
COASTAL BRIDGE CO., L.L.C.
Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount
203-08 borrow (vehicular measurement) 1,114      CUYD 10.00 11,140.00 15.00 16,710.00 25.00 27,850.00 20.00 22,280.00
204-06 temporary silt fencing 4,320      LNFT 1.50 6,480.00 1.50 6,480.00 1.50 6,480.00 1.40 6,048.00
302-02-E-01 class ii base course (4" thick)(crushed stone or
recycled pccp only)
1,733.4    SQYD 10.00 17,334.00 20.00 34,668.00 18.00 31,201.20 15.00 26,001.00
302-02-F-01 class ii base course (6 3/4" avg thickness)(crushed
stone or recycled pccp only)
1,466.6    SQYD 18.00 26,398.80 20.00 29,332.00 28.00 41,064.80 20.00 29,332.00
302-02-G-01 class ii base course (9 1/2" thick)(crushed stone or
recycled pccp only)
5,440.0    SQYD 23.00 125,120.00 20.00 108,800.00 32.00 174,080.00 30.00 163,200.00
502-01 superpave asphaltic concrete 1,663.2    TON 85.00 141,372.00 60.00 99,792.00 75.00 124,740.00 85.00 141,372.00
502-01-A superpave asphaltic concrete, drives, turnouts and
miscellaneous
7.7    TON 85.00 654.50 300.00 2,310.00 150.00 1,155.00 200.00 1,540.00
509-01-A cold planing asphaltic pavement (1" deep) 7,674      SQYD 2.00 15,348.00 1.50 11,511.00 2.50 19,185.00 8.50 65,229.00
509-01-B cold planing asphaltic pavement (4 1/4" avg depth) 1,926      SQYD 7.00 13,482.00 6.00 11,556.00 4.00 7,704.00 5.00 9,630.00
509-02 contractor retained reclaimed asphaltic pavement - 432      CUYD 10.00 - 4,320.00 0.01 - 4.32 0.00 0.00 1.00 - 432.00
713-01 temporary signs & barricades lump      LUMP 12,000.00 12,000.00 30,000.00 30,000.00 25,000.00 25,000.00 15,000.00 15,000.00
713-04-A temporary pavement markings (broken line)(4" width)(4'
length)
0.409  MILE 0.10 0.04 500.00 204.50 500.00 204.50 500.00 204.50
713-04-B temporary pavement markings (broken line)(4" width)
(10' length)
0.409  MILE 0.10 0.04 100.00 40.90 800.00 327.20 610.00 249.49
713-05-A temporary pavement markings (solid line)(4" width) 1.101  MILE 0.10 0.11 100.00 110.10 1,500.00 1,651.50 1,200.00 1,321.20
727-01 mobilization lump      LUMP 40,000.00 40,000.00 35,000.00 35,000.00 18,000.00 18,000.00 60,000.00 60,000.00
729-16-B object marker assembly (type 2) 2      EACH 85.00 170.00 100.00 200.00 100.00 200.00 100.00 200.00
731-02 reflectorized raised pavement markers 57      EACH 6.50 370.50 8.00 456.00 6.50 370.50 6.00 342.00
732-02-A plastic pavement striping (solid line) (4" width) 1.101  MILE 2,100.00 2,312.10 3,000.00 3,303.00 3,000.00 3,303.00 2,500.00 2,752.50
732-03-A plastic pavement striping (broken line)(4" width) 0.409  MILE 700.00 286.30 1,000.00 409.00 2,500.00 1,022.50 900.00 368.10
735-01 mailboxes 1      EACH 1.00 1.00 5.00 5.00 12.00 12.00 1.00 1.00
735-02 mailbox supports (single) 1      EACH 200.00 200.00 200.00 200.00 220.00 220.00 250.00 250.00
739-01 hydro-seeding 0.79   ACRE 2,500.00 1,975.00 2,000.00 1,580.00 2,500.00 1,975.00 2,500.00 1,975.00
740-01 construction layout lump      LUMP 6,000.00 6,000.00 15,000.00 15,000.00 15,000.00 15,000.00 20,000.00 20,000.00
744-01 traffic control management lump      LUMP 1,000.00 1,000.00 15,500.00 15,500.00 15,000.00 15,000.00 7,500.00 7,500.00
S-001 rumble strips (ground-in) 0.8    MILE 7,500.00 6,000.00 3,000.00 2,400.00 8,000.00 6,400.00 2,000.00 1,600.00
                       
 CONTRACTOR TOTAL       423,324.39   425,563.18   522,146.20   575,963.79