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Letting of 3/29/2006 LA DOTD Headquarters

 
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DBE GOAL FED
Lead Project: 802-05-0010
Parish: ALLEN
Routes: LA 372
Description: L.M. 8.37 - L.M. 8.82
Type Const: grading, cold planning asphaltic concrete, superpave asphaltic concrete pavement,
pavement patching and widening and related work.
Estimated Construction Cost: $952,871.14
 
RankLicenseBidderConstruction Bid
1 12487 DIAMOND B CONSTRUCTION CO., L.L.C. $1,143,507.40
2 12312 GILCHRIST CONSTRUCTION CO. LLC $1,193,571.75
3 34356 PRAIRIE CONTRACTORS INC. $1,206,282.09
4 00183 R. E. HEIDT CONSTRUCTION CO., INC. $1,337,532.44
 
Item Number Item Description Quantity Unit of Measure - 1 -
DIAMOND B CONSTRUCTION CO., L.L.C. 		- 2 -
GILCHRIST CONSTRUCTION CO. LLC 		- 3 -
PRAIRIE CONTRACTORS INC. 		- 4 -
R. E. HEIDT CONSTRUCTION CO., INC.
Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount Unit PriceTotal Amount
202-02-H removal of guard rail 509      LNFT 4.00 2,036.00 5.00 2,545.00 10.00 5,090.00 11.45 5,828.05
203-08 borrow (vehicular measurement) 52      CUYD 32.00 1,664.00 22.00 1,144.00 35.00 1,820.00 74.00 3,848.00
401-02 aggregate surface course (adjusted vehicular
measurement) 		2,188      CUYD 60.00 131,280.00 60.00 131,280.00 30.00 65,640.00 93.00 203,484.00
502-01 superpave asphaltic concrete 10,602.9    TON 61.97 657,061.71 62.00 657,379.80 69.00 731,600.10 74.50 789,916.05
502-01-A superpave asphaltic concrete, drives, turnouts, and
miscellaneous 		355.8    TON 102.93 36,622.49 100.00 35,580.00 25.00 8,895.00 108.00 38,426.40
509-01 cold planing asphaltic pavement 1,365      SQYD 15.92 21,730.80 5.00 6,825.00 16.00 21,840.00 4.35 5,937.75
509-02 contractor retained reclaimed asphaltic pavement - 26      CUYD 0.10 - 2.60 1.00 - 26.00 0.01 - 0.26 1.00 - 26.00
704-01-A guard rail (single thrie beam)(3'-1 1/2" post spacing) 100.0    LNFT 32.49 3,249.00 33.00 3,300.00 34.00 3,400.00 33.00 3,300.00
704-01-B guard rail (single thrie beam)(6'-3" post spacing) 266.0    LNFT 47.16 12,544.56 48.00 12,768.00 50.00 13,300.00 47.70 12,688.20
704-03 blocked out guard rail 162.5    LNFT 16.45 2,673.13 17.00 2,762.50 18.00 2,925.00 16.65 2,705.63
704-11-A guard rail end treatment (flared) 4      EACH 1,886.28 7,545.12 2,000.00 8,000.00 2,000.00 8,000.00 1,910.00 7,640.00
713-01 temporary signs & barricades lump      LUMP 8,828.85 8,828.85 15,000.00 15,000.00 92,000.00 92,000.00 5,100.00 5,100.00
713-04-A temporary pavement markings (broken line)(4" width)(4'
length) 		5.130  MILE 130.29 668.39 400.00 2,052.00 400.00 2,052.00 275.00 1,410.75
713-04-B temporary pavement markings (broken line)(4" width)
(10' length) 		5.130  MILE 261.98 1,343.96 1.00 5.13 1.00 5.13 265.00 1,359.45
713-05-A temporary pavement markings (solid line)(4" width) 4.224  MILE 523.47 2,211.14 1.00 4.22 1.00 4.22 530.00 2,238.72
724-01-B pavement patching (12" minimum thickness) 1,430      SQYD 69.39 99,227.70 81.00 115,830.00 56.00 80,080.00 68.00 97,240.00
724-02 pavement widening 1,385.6    SQYD 44.83 62,116.45 66.00 91,449.60 48.50 67,201.60 47.50 65,816.00
727-01 mobilization lump      LUMP 32,732.63 32,732.63 40,000.00 40,000.00 67,000.00 67,000.00 33,000.00 33,000.00
729-16-B object marker assembly (type 2) 36      EACH 54.49 1,961.64 55.00 1,980.00 60.00 2,160.00 55.00 1,980.00
729-16-C object marker assembly (type 3) 4      EACH 70.21 280.84 75.00 300.00 77.00 308.00 71.00 284.00
731-02 reflectorized raised pavement markers 679      EACH 4.72 3,204.88 5.00 3,395.00 5.50 3,734.50 4.77 3,238.83
732-02-A plastic pavement striping (solid line) (4" width) 4.224  MILE 2,460.31 10,392.35 2,500.00 10,560.00 2,600.00 10,982.40 2,500.00 10,560.00
732-03-A plastic pavement striping (broken line)(4" width) 5.130  MILE 733.55 3,763.11 750.00 3,847.50 800.00 4,104.00 745.00 3,821.85
735-01 mailboxes 26      EACH 17.14 445.64 2.00 52.00 5.00 130.00 1.06 27.56
735-02 mailbox supports (single) 26      EACH 140.30 3,647.80 150.00 3,900.00 250.00 6,500.00 106.00 2,756.00
740-01 construction layout lump      LUMP 19,701.17 19,701.17 3,000.00 3,000.00 100.00 100.00 6,500.00 6,500.00
744-01 traffic control management lump      LUMP 12,724.80 12,724.80 35,000.00 35,000.00 100.00 100.00 22,000.00 22,000.00
S-103 cleaning and resealing existing longitudinal joints
(bridges) 		266      LNFT 3.67 976.22 4.00 1,064.00 6.70 1,782.20 6.05 1,609.30
S-104 cleaning and resealing existing transverse joints
(bridges) 		216      LNFT 3.67 792.72 4.00 864.00 6.70 1,447.20 6.05 1,306.80
S-122 sawing and sealing longitudinal joints in asphaltic
concrete overlay (bridges) 		266      LNFT 2.62 696.92 4.00 1,064.00 6.20 1,649.20 5.50 1,463.00
S-123 sawing and sealing transverse joints in asphaltic
concrete overlay (bridges) 		264      LNFT 2.62 691.68 4.00 1,056.00 6.20 1,636.80 5.50 1,452.00
S-127 sawcuts in asphaltic concrete lifts (bridges) 530      LNFT 1.31 694.30 3.00 1,590.00 1.50 795.00 1.17 620.10
                       
 CONTRACTOR TOTAL       1,143,507.40   1,193,571.75   1,206,282.09   1,337,532.44