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Letting of 5/30/2007 LA DOTD Headquarters


 
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DBE GOAL FED
Lead Project: 054-02-0007
Parish: ALLEN, JEFF DAVIS
Routes: LA 26
Description: LA 104 - JEFFERSON DAVIS PARISH LINE & ALLEN P. L. - US 190
Type Const: grading, cold planing acp, class ii bc, in-place cement stab bc, lime trmt, superpave
acp and related work
Estimated Construction Cost: $3,568,118.97
 
RankLicenseBidderConstruction Bid
1 12487 DIAMOND B CONSTRUCTION CO., L.L.C. $3,243,579.80
2 12312 GILCHRIST CONSTRUCTION CO. LLC $3,592,258.30
3 04089 H & S CONSTRUCTION CO., INC. $3,648,306.18
4 34356 PRAIRIE CONTRACTORS INC. $3,768,493.50
 
Item Number Item Description Quantity Unit of Measure - 1 -
DIAMOND B CONSTRUCTION CO., L.L.C.
- 2 -
GILCHRIST CONSTRUCTION CO. LLC
- 3 -
H & S CONSTRUCTION CO., INC.
- 4 -
PRAIRIE CONTRACTORS INC.
Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount
202-02-H removal of guard rail 1,740      LNFT 4.00 6,960.00 15.00 26,100.00 1.50 2,610.00 15.00 26,100.00
202-02-I removal of hmac patching 500      SQYD 6.50 3,250.00 15.00 7,500.00 17.00 8,500.00 25.00 12,500.00
203-08 borrow (vehicular measurement) 382      CUYD 25.00 9,550.00 25.00 9,550.00 14.00 5,348.00 15.00 5,730.00
302-02-E-01 class ii base course (4" thick) (crushed stone) 20,611.1    SQYD 12.25 252,485.98 12.00 247,333.20 15.00 309,166.50 12.50 257,638.75
303-01-B in-place cement stabilized base course (8 1/2" thick) 21,436      SQYD 7.50 160,770.00 6.50 139,334.00 6.00 128,616.00 6.50 139,334.00
304-01 lime 280.48   TON 145.00 40,669.60 145.00 40,669.60 169.00 47,401.12 140.00 39,267.20
304-04-D lime treatment (type d) (12" thick) 22,260      SQYD 3.25 72,345.00 1.70 37,842.00 3.00 66,780.00 3.75 83,475.00
401-02 aggregate surface course (adjusted vehicular
measurement)
6,244      CUYD 45.00 280,980.00 92.00 574,448.00 35.00 218,540.00 47.00 293,468.00
502-01 superpave asphaltic concrete 23,520.1    TON 68.00 1,599,366.80 78.00 1,834,567.80 80.00 1,881,608.00 89.50 2,105,048.95
502-01-A superpave asphaltic concrete, drives, turnouts and
miscellaneous
315.0    TON 120.00 37,800.00 180.00 56,700.00 139.00 43,785.00 150.00 47,250.00
509-01 cold planing asphaltic pavement 107,078      SQYD 2.00 214,156.00 0.75 80,308.50 2.35 251,633.30 1.60 171,324.80
509-02 contractor retained reclaimed asphaltic pavement - 4,623      CUYD 0.10 - 462.30 0.01 - 46.23 0.01 - 46.23 0.01 - 46.23
602-02-A cleaning and resealing existing longitudinal pavement
joints
100      LNFT 15.00 1,500.00 2.50 250.00 14.85 1,485.00 15.00 1,500.00
602-02-B cleaning and resealing existing transverse pavement
joints
120      LNFT 15.00 1,800.00 2.50 300.00 14.85 1,782.00 15.00 1,800.00
704-01-B guard rail (single thrie beam)(6'-3" post spacing) 600.0    LNFT 33.00 19,800.00 30.00 18,000.00 44.00 26,400.00 40.00 24,000.00
704-03 blocked out guard rail 475.0    LNFT 19.00 9,025.00 15.00 7,125.00 23.10 10,972.50 20.00 9,500.00
704-08-B guard rail transitions (double thrie beam) 200.0    LNFT 57.00 11,400.00 58.00 11,600.00 60.50 12,100.00 55.00 11,000.00
704-11-A guard rail end treatment (flared) 8      EACH 2,200.00 17,600.00 2,000.00 16,000.00 2,200.00 17,600.00 2,000.00 16,000.00
713-01 temporary signs & barricades lump      LUMP 9,000.00 9,000.00 12,000.00 12,000.00 40,000.00 40,000.00 50,000.00 50,000.00
713-03-E temporary pavement markings (24" width) 72      LNFT 0.66 47.52 1.00 72.00 1.05 75.60 1.00 72.00
713-04-A temporary pavement markings (broken line)(4" width)(4'
length)
22.440  MILE 165.00 3,702.60 400.00 8,976.00 450.00 10,098.00 400.00 8,976.00
713-04-B temporary pavement markings (broken line)(4" width)
(10' length)
22.677  MILE 300.00 6,803.10 1.00 22.68 434.50 9,853.16 1.00 22.68
713-05-A temporary pavement markings (solid line)(4" width) 47.352  MILE 600.00 28,411.20 1.00 47.35 577.50 27,345.78 1.00 47.35
713-06-D temporary pavement legends and symbols (rr crossing) 6      EACH 220.00 1,320.00 1.00 6.00 220.00 1,320.00 1.00 6.00
717-01 seeding 9      LB 28.00 252.00 15.00 135.00 35.00 315.00 30.00 270.00
718-01 fertilizer 150      LB 6.00 900.00 5.00 750.00 2.00 300.00 10.00 1,500.00
722-01 project site laboratory 1      EACH 8,000.00 8,000.00 25,000.00 25,000.00 9,500.00 9,500.00 3,500.00 3,500.00
724-01-B pavement patching (12" minimum thickness) 1,500      SQYD 100.00 150,000.00 68.00 102,000.00 105.00 157,500.00 100.00 150,000.00
727-01 mobilization lump      LUMP 200,000.00 200,000.00 125,000.00 125,000.00 200,000.00 200,000.00 250,000.00 250,000.00
729-16-B object marker assembly (type 2) 9      EACH 66.00 594.00 65.00 585.00 60.50 544.50 60.00 540.00
729-16-C object marker assembly (type 3) 8      EACH 82.00 656.00 80.00 640.00 82.50 660.00 80.00 640.00
731-02 reflectorized raised pavement markers 989      EACH 5.00 4,945.00 6.00 5,934.00 5.78 5,716.42 6.00 5,934.00
732-01-E plastic pavement striping (24" width) 24      LNFT 3.30 79.20 4.00 96.00 4.35 104.40 4.00 96.00
732-02-A plastic pavement striping (solid line) (4" width) 15.784  MILE 2,500.00 39,460.00 2,800.00 44,195.20 2,915.00 46,010.36 2,500.00 39,460.00
732-03-A plastic pavement striping (broken line)(4" width) 7.559  MILE 900.00 6,803.10 800.00 6,047.20 869.00 6,568.77 1,000.00 7,559.00
732-04-D plastic pavement legends & symbols (rr crossing) 2      EACH 450.00 900.00 500.00 1,000.00 495.00 990.00 500.00 1,000.00
735-01 mailboxes 10      EACH 11.00 110.00 1.00 10.00 11.00 110.00 2.00 20.00
735-02 mailbox supports (single) 10      EACH 1,656.00 16,560.00 150.00 1,500.00 44.00 440.00 200.00 2,000.00
740-01 construction layout lump      LUMP 7,500.00 7,500.00 25,000.00 25,000.00 20,000.00 20,000.00 100.00 100.00
744-01 traffic control management lump      LUMP 17,000.00 17,000.00 125,000.00 125,000.00 75,000.00 75,000.00 100.00 100.00
S-127 sawcuts in asphaltic concrete lifts 220      LNFT 7.00 1,540.00 3.00 660.00 7.15 1,573.00 8.00 1,760.00
                       
 CONTRACTOR TOTAL       3,243,579.80   3,592,258.30   3,648,306.18   3,768,493.50

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