| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 020-04-0042 | |||
| Parish: TENSAS | |||
| Routes: US 65 | |||
| Description: JCT LA 607 - JCT LA 4 | |||
| Type Const:
grading, cold planing asphaltic concrete, superpave asphaltic concrete pavement, pavement patching, and related work. | |||
| Estimated Construction Cost: $1,549,168.56 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $1,495,010.24 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,585,856.23 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,700,287.72 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
|
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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 & obstructions | lump | LUMP | 2,500.00 | 2,500.00 | 9,000.00 | 9,000.00 | 25,000.00 | 25,000.00 | ||
| 202-02-H | removal of guard rail | 450 | LNFT | 12.00 | 5,400.00 | 11.00 | 4,950.00 | 7.00 | 3,150.00 | ||
| 203-08 | borrow (vehicular measurement) | 12,150 | CUYD | 14.50 | 176,175.00 | 13.00 | 157,950.00 | 16.00 | 194,400.00 | ||
| 502-01 | superpave asphaltic concrete | 7,570.5 | TON | 95.00 | 719,197.50 | 99.00 | 749,479.50 | 92.00 | 696,486.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
28.0 | TON | 262.50 | 7,350.00 | 190.00 | 5,320.00 | 490.00 | 13,720.00 | ||
| 509-01 | cold planing asphaltic pavement | 63,699 | SQYD | 1.75 | 111,473.25 | 2.20 | 140,137.80 | 2.00 | 127,398.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,654 | CUYD | 0.01 | - 26.54 | 0.50 | - 1,327.00 | 0.10 | - 265.40 | ||
| 701-01-N | cross drain pipe (42" rcp) | 90 | LNFT | 175.00 | 15,750.00 | 215.00 | 19,350.00 | 230.00 | 20,700.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 150.0 | LNFT | 56.00 | 8,400.00 | 52.00 | 7,800.00 | 61.00 | 9,150.00 | ||
| 704-03 | blocked out guard rail | 150.0 | LNFT | 20.00 | 3,000.00 | 18.00 | 2,700.00 | 21.00 | 3,150.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,250.00 | 9,000.00 | 2,100.00 | 8,400.00 | 2,500.00 | 10,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 46,000.00 | 46,000.00 | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
12.798 | MILE | 155.00 | 1,983.69 | 330.00 | 4,223.34 | 175.00 | 2,239.65 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
8.532 | MILE | 165.00 | 1,407.78 | 1.00 | 8.53 | 360.00 | 3,071.52 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 17.963 | MILE | 1.00 | 17.96 | 1.00 | 17.96 | 715.00 | 12,843.55 | ||
| 716-01-A | mulch (vegetative) | 0.64 | ACRE | 2,100.00 | 1,344.00 | 2,200.00 | 1,408.00 | 2,600.00 | 1,664.00 | ||
| 717-01 | seeding | 38 | LB | 12.00 | 456.00 | 11.50 | 437.00 | 13.00 | 494.00 | ||
| 718-01 | fertilizer | 640 | LB | 0.75 | 480.00 | 0.60 | 384.00 | 0.80 | 512.00 | ||
| 724-01-A | pavement patching (6" minimum thickness) | 50 | SQYD | 115.00 | 5,750.00 | 135.00 | 6,750.00 | 270.00 | 13,500.00 | ||
| 724-01-C | pavement patching (24" minimum thickness) | 550 | SQYD | 195.00 | 107,250.00 | 145.00 | 79,750.00 | 300.00 | 165,000.00 | ||
| 726-01 | bedding material | 45.2 | CUYD | 75.00 | 3,390.00 | 65.00 | 2,938.00 | 78.00 | 3,525.60 | ||
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 160,000.00 | 160,000.00 | 160,000.00 | 160,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 76.00 | 304.00 | 80.00 | 320.00 | 91.00 | 364.00 | ||
| 731-02 | reflectorized raised pavement markers | 564 | EACH | 8.00 | 4,512.00 | 6.00 | 3,384.00 | 6.00 | 3,384.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 8.981 | MILE | 3,000.00 | 26,943.00 | 2,800.00 | 25,146.80 | 2,800.00 | 25,146.80 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.266 | MILE | 1,300.00 | 5,545.80 | 850.00 | 3,626.10 | 1,000.00 | 4,266.00 | ||
| 744-01 | traffic control management | lump | LUMP | 40,000.00 | 40,000.00 | 65,000.00 | 65,000.00 | 40,000.00 | 40,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 6.00 | CUYD | 900.00 | 5,400.00 | 1,600.00 | 9,600.00 | 2,000.00 | 12,000.00 | ||
| 805-12-E | reinforced concrete box culverts (4'x 4') | 20.0 | LNFT | 500.00 | 10,000.00 | 550.00 | 11,000.00 | 650.00 | 13,000.00 | ||
| 806-01 | deformed reinforcing steel | 449 | LB | 3.00 | 1,347.00 | 3.00 | 1,347.00 | 4.00 | 1,796.00 | ||
| S-002 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
22,524 | LNFT | 1.50 | 33,786.00 | 1.20 | 27,028.80 | 2.00 | 45,048.00 | ||
| S-003 | sawing and sealing transverse joints in asphaltic concrete overlay |
24,772 | LNFT | 1.65 | 40,873.80 | 1.20 | 29,726.40 | 2.00 | 49,544.00 | ||
| CONTRACTOR TOTAL | 1,495,010.24 | 1,585,856.23 | 1,700,287.72 | ||||||||