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| DBE GOAL FED | |||
| Lead Project: 393-02-0005 | |||
| Parish: VERMILION, LAFAYETTE | |||
| Routes: LA 343 | |||
| Description: LA 92 - LA 342 | |||
| Type Const:
grading, drain struct, cold planing asp pvmt, lime trmt, class ii bc, in-place cement stabilized bc, superpave acp, and related work. | |||
| Estimated Construction Cost: $2,489,205.74 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 04089 | H & S CONSTRUCTION CO., INC. | $2,089,336.35 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,406,746.53 |
| 3 | 13086 | M. MATT DURAND, LLC | $2,545,626.18 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - H & S CONSTRUCTION CO., INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - M. MATT DURAND, LLC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures and obstructions | lump | LUMP | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | ||
| 202-02-D | removal of concrete walks & drives | 85 | SQYD | 11.00 | 935.00 | 10.00 | 850.00 | 10.00 | 850.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 44,788.0 | SQYD | 3.35 | 150,039.80 | 3.00 | 134,364.00 | 3.00 | 134,364.00 | ||
| 202-02-H | removal of guard rail | 366 | LNFT | 4.50 | 1,647.00 | 11.00 | 4,026.00 | 20.00 | 7,320.00 | ||
| 203-08 | borrow (vehicular measurement) | 1,716 | CUYD | 13.50 | 23,166.00 | 14.00 | 24,024.00 | 10.00 | 17,160.00 | ||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 283 | CUYD | 14.00 | 3,962.00 | 18.00 | 5,094.00 | 12.00 | 3,396.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 95.00 | 760.00 | 185.00 | 1,480.00 | 40.00 | 320.00 | ||
| 302-02-E | class ii base course (4" thick) | 48,104.4 | SQYD | 7.25 | 348,756.90 | 9.50 | 456,991.80 | 9.70 | 466,612.68 | ||
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 47,925 | SQYD | 6.20 | 297,135.00 | 6.75 | 323,493.75 | 6.60 | 316,305.00 | ||
| 303-02 | removal of existing patches | 850 | SQYD | 5.00 | 4,250.00 | 12.50 | 10,625.00 | 10.00 | 8,500.00 | ||
| 304-01 | lime | 983.27 | TON | 143.51 | 141,109.08 | 10.00 | 9,832.70 | 126.30 | 124,187.00 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 6,243 | SQYD | 2.05 | 12,798.15 | 4.50 | 28,093.50 | 2.00 | 12,486.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,624 | CUYD | 36.00 | 94,464.00 | 22.50 | 59,040.00 | 80.00 | 209,920.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 105.9 | CUYD | 28.00 | 2,965.20 | 83.00 | 8,789.70 | 65.00 | 6,883.50 | ||
| 502-01 | superpave asphaltic concrete | 8,676.3 | TON | 74.00 | 642,046.20 | 81.00 | 702,780.30 | 89.40 | 775,661.22 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,247.3 | TON | 85.00 | 106,020.50 | 145.00 | 180,858.50 | 95.00 | 118,493.50 | ||
| 509-01 | cold planing asphaltic pavement | 1,372 | SQYD | 5.00 | 6,860.00 | 4.00 | 5,488.00 | 3.00 | 4,116.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 100 | CUYD | 0.01 | - 1.00 | 0.01 | - 1.00 | 3.00 | - 300.00 | ||
| 701-01-G | cross drain pipe (18" rcp/pcp) | 50 | LNFT | 156.00 | 7,800.00 | 115.00 | 5,750.00 | 50.00 | 2,500.00 | ||
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 50 | LNFT | 194.00 | 9,700.00 | 122.00 | 6,100.00 | 84.00 | 4,200.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 75.0 | LNFT | 33.25 | 2,493.75 | 34.00 | 2,550.00 | 42.00 | 3,150.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 37.6 | LNFT | 52.65 | 1,979.64 | 54.00 | 2,030.40 | 65.00 | 2,444.00 | ||
| 704-03 | blocked out guard rail | 50.0 | LNFT | 18.90 | 945.00 | 19.00 | 950.00 | 35.00 | 1,750.00 | ||
| 704-11-A | guard rail end treatment (flared) | 5 | EACH | 2,050.00 | 10,250.00 | 2,100.00 | 10,500.00 | 2,650.00 | 13,250.00 | ||
| 706-02-C | concrete drive (6" thick) | 85.0 | SQYD | 67.00 | 5,695.00 | 68.00 | 5,780.00 | 50.00 | 4,250.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 35,000.00 | 35,000.00 | 20,000.00 | 20,000.00 | 49,000.00 | 49,000.00 | ||
| 713-03-E | temporary pavement markings (24" width) | 114 | LNFT | 1.80 | 205.20 | 1.00 | 114.00 | 1.85 | 210.90 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
7.020 | MILE | 332.57 | 2,334.64 | 1.00 | 7.02 | 360.25 | 2,528.96 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.948 | MILE | 349.91 | 2,431.17 | 1.00 | 6.95 | 360.25 | 2,503.02 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 14.405 | MILE | 701.49 | 10,104.96 | 1.00 | 14.41 | 722.00 | 10,400.41 | ||
| 713-07 | temporary reflectorized raised pavement markers | 462 | EACH | 5.65 | 2,610.30 | 0.40 | 184.80 | 5.85 | 2,702.70 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 5,500.00 | 5,500.00 | 7,000.00 | 7,000.00 | 25,000.00 | 25,000.00 | ||
| 724-01-C | pavement patching (15" minimum thickness) | 158 | SQYD | 87.50 | 13,825.00 | 115.00 | 18,170.00 | 110.00 | 17,380.00 | ||
| 727-01 | mobilization | lump | LUMP | 56,000.00 | 56,000.00 | 230,000.00 | 230,000.00 | 70,000.00 | 70,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 3 | EACH | 66.50 | 199.50 | 68.00 | 204.00 | 205.00 | 615.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 78.00 | 624.00 | 80.00 | 640.00 | 230.00 | 1,840.00 | ||
| 731-02 | reflectorized raised pavement markers | 470 | EACH | 5.76 | 2,707.20 | 5.50 | 2,585.00 | 6.50 | 3,055.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 57 | LNFT | 3.89 | 221.73 | 3.40 | 193.80 | 4.40 | 250.80 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 7.203 | MILE | 2,366.00 | 17,042.30 | 2,400.00 | 17,287.20 | 2,660.00 | 19,159.98 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.474 | MILE | 769.00 | 2,671.51 | 800.00 | 2,779.20 | 865.00 | 3,005.01 | ||
| 735-01 | mailboxes | 33 | EACH | 12.00 | 396.00 | 20.00 | 660.00 | 88.50 | 2,920.50 | ||
| 735-02 | mailbox supports (single) | 32 | EACH | 142.00 | 4,544.00 | 175.00 | 5,600.00 | 290.00 | 9,280.00 | ||
| 735-03 | mailbox supports (double) | 1 | EACH | 194.00 | 194.00 | 285.00 | 285.00 | 365.00 | 365.00 | ||
| 740-01 | construction layout | lump | LUMP | 5,850.00 | 5,850.00 | 19,000.00 | 19,000.00 | 28,000.00 | 28,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 15,250.00 | 15,250.00 | 60,000.00 | 60,000.00 | 30,000.00 | 30,000.00 | ||
| S-001 | full depth sawcutting of existing portland cement concrete drives |
306 | INFT | 2.77 | 847.62 | 8.25 | 2,524.50 | 15.00 | 4,590.00 | ||
| CONTRACTOR TOTAL | 2,089,336.35 | 2,406,746.53 | 2,545,626.18 | ||||||||