| |||
| Lead Project: 305-01-0015 | |||
| Parish: NATCHITOCHES, AVOYELLES, GRANT, RAPIDES | |||
| Routes: LA 486, LA 1184, LA 524, LA 1200, LA 1232 | |||
| Description: DISTRICT SURFACE TREATMENTS | |||
| Type Const:
drainage structures, pavement patching, pavement widening. asphaltic surface treatment, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $1,872,768.65 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14422 | T. L. WALLACE CONSTRUCTION, INC. | $1,572,226.59 |
| 2 | 35378 | P.R. PARKER COMPANY INC | $1,713,626.40 |
| 3 | 30339 | MISSOURI PETROLEUM PRODUCTS CO. LLC | $1,817,702.74 |
| 4 | 01552 | W. R. CORE, LLC. | $1,907,859.30 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - T. L. WALLACE CONSTRUCTION, INC. |
- 2 - P.R. PARKER COMPANY INC |
- 3 - MISSOURI PETROLEUM PRODUCTS CO. LLC |
- 4 - W. R. CORE, LLC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 2,750.00 | 2,750.00 | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 |
| 203-07 | borrow (vehicular measurement) | 150 | CUYD | 33.00 | 4,950.00 | 15.00 | 2,250.00 | 15.00 | 2,250.00 | 50.00 | 7,500.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
250 | CUYD | 80.00 | 20,000.00 | 53.00 | 13,250.00 | 53.00 | 13,250.00 | 120.00 | 30,000.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
730.0 | TON | 150.00 | 109,500.00 | 140.00 | 102,200.00 | 140.00 | 102,200.00 | 210.00 | 153,300.00 |
| 507-01-A | asphaltic material (crs-2p emulsion) | 223,433 | GAL | 2.17 | 484,849.61 | 2.19 | 489,318.27 | 2.00 | 446,866.00 | 2.10 | 469,209.30 |
| 507-02-B | aggregate (s2) | 281,131 | SQYD | 0.80 | 224,904.80 | 0.95 | 267,074.45 | 1.27 | 357,036.37 | 1.15 | 323,300.65 |
| 507-02-C | aggregate (s3) | 281,131 | SQYD | 0.63 | 177,112.53 | 0.78 | 219,282.18 | 1.27 | 357,036.37 | 0.85 | 238,961.35 |
| 507-02-D | aggregate (s1a) | 80,660 | SQYD | 1.25 | 100,825.00 | 1.22 | 98,405.20 | 1.27 | 102,438.20 | 1.85 | 149,221.00 |
| 510-01-A | pavement patching (6" minimum thickness) | 250 | SQYD | 137.00 | 34,250.00 | 75.00 | 18,750.00 | 75.00 | 18,750.00 | 175.00 | 43,750.00 |
| 510-01-B | pavement patching (12" minimum thickness) | 1,230 | SQYD | 105.00 | 129,150.00 | 95.00 | 116,850.00 | 95.00 | 116,850.00 | 135.00 | 166,050.00 |
| 510-02 | pavement widening | 375.0 | SQYD | 77.15 | 28,931.25 | 65.00 | 24,375.00 | 65.00 | 24,375.00 | 145.00 | 54,375.00 |
| 701-02-D/E | cross drain pipe arch (24" equiv. rcpa or 30" equiv. cmpa) |
120 | LNFT | 150.00 | 18,000.00 | 170.00 | 20,400.00 | 170.00 | 20,400.00 | 225.00 | 27,000.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 14,720.00 | 14,720.00 | 37,000.00 | 37,000.00 | 14,720.00 | 14,720.00 | 16,500.00 | 16,500.00 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
13.573 | MILE | 300.00 | 4,071.90 | 300.00 | 4,071.90 | 450.00 | 6,107.85 | 300.00 | 4,071.90 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 60.850 | MILE | 600.00 | 36,510.00 | 600.00 | 36,510.00 | 600.00 | 36,510.00 | 600.00 | 36,510.00 |
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 14,271 | EACH | 1.00 | 14,271.00 | 1.30 | 18,552.30 | 1.00 | 14,271.00 | 1.60 | 22,833.60 |
| 716-01-A | mulch (vegetative) | 0.2 | TON | 2,800.00 | 560.00 | 2,100.00 | 420.00 | 1,000.00 | 200.00 | 10,000.00 | 2,000.00 |
| 717-01 | seeding | 3 | LB | 23.00 | 69.00 | 21.00 | 63.00 | 300.00 | 900.00 | 300.00 | 900.00 |
| 718-01 | fertilizer | 100 | LB | 3.50 | 350.00 | 1.20 | 120.00 | 25.00 | 2,500.00 | 2.00 | 200.00 |
| 726-01 | bedding material | 27.0 | CUYD | 95.00 | 2,565.00 | 58.00 | 1,566.00 | 58.00 | 1,566.00 | 100.00 | 2,700.00 |
| 727-01 | mobilization | lump | LUMP | 68,000.00 | 68,000.00 | 170,000.00 | 170,000.00 | 110,000.00 | 110,000.00 | 52,000.00 | 52,000.00 |
| 729-16-B | object marker assembly (type 2) | 6 | EACH | 220.00 | 1,320.00 | 75.00 | 450.00 | 200.00 | 1,200.00 | 100.00 | 600.00 |
| 731-02 | reflectorized raised pavement markers | 3,103 | EACH | 4.50 | 13,963.50 | 4.50 | 13,963.50 | 5.00 | 15,515.00 | 4.50 | 13,963.50 |
| 737-01-A | painted traffic striping (solid line)(4" width) | 60.850 | MILE | 600.00 | 36,510.00 | 600.00 | 36,510.00 | 600.00 | 36,510.00 | 600.00 | 36,510.00 |
| 737-02-A | painted traffic striping (broken line)(4" width) | 13.573 | MILE | 300.00 | 4,071.90 | 300.00 | 4,071.90 | 450.00 | 6,107.85 | 300.00 | 4,071.90 |
| 737-03-E | painted traffic striping (solid line)(24" width) | 42 | LNFT | 0.80 | 33.60 | 0.80 | 33.60 | 12.00 | 504.00 | 0.80 | 33.60 |
| 740-01 | construction layout | lump | LUMP | 22,000.00 | 22,000.00 | 11,000.00 | 11,000.00 | 2,500.00 | 2,500.00 | 15,000.00 | 15,000.00 |
| S-001 | saw cutting | 13,910 | INFT | 1.25 | 17,387.50 | 0.01 | 139.10 | 0.01 | 139.10 | 2.25 | 31,297.50 |
| S-002 | cleaning existing ditches | 50 | LNFT | 12.00 | 600.00 | 20.00 | 1,000.00 | 20.00 | 1,000.00 | 20.00 | 1,000.00 |
| CONTRACTOR TOTAL | 1,572,226.59 | 1,713,626.40 | 1,817,702.74 | 1,907,859.30 | |||||||