| |||
| Lead Project: 197-04-0016 | |||
| Parish: ALLEN | |||
| Routes: LA 383 | |||
| Description: 4 MILES W OF US 165 - US 165 | |||
| Type Const:
grading, cold planing asphaltic concrete, superpave asphaltic concrete pavement, pavement patching, ultra-thin hmac and related work. | |||
| Estimated Construction Cost: $1,339,003.79 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,142,575.90 |
| 2 | 34356 | PRAIRIE CONTRACTORS INC. | $1,147,647.50 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,199,199.99 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - PRAIRIE CONTRACTORS INC. |
- 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 | ||||
| 203-07 | borrow (vehicular measurement) | 24 | CUYD | 50.00 | 1,200.00 | 50.00 | 1,200.00 | 100.00 | 2,400.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
963 | CUYD | 95.00 | 91,485.00 | 54.00 | 52,002.00 | 110.00 | 105,930.00 | ||
| 502-01 | superpave asphaltic concrete | 1,307.3 | TON | 105.00 | 137,266.50 | 125.00 | 163,412.50 | 100.00 | 130,730.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
699.3 | TON | 200.00 | 139,860.00 | 30.00 | 20,979.00 | 175.00 | 122,377.50 | ||
| 509-01 | cold planing asphaltic pavement | 58,320 | SQYD | 1.20 | 69,984.00 | 1.81 | 105,559.20 | 2.00 | 116,640.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 834 | CUYD | 1.00 | - 834.00 | 0.01 | - 8.34 | 0.10 | - 83.40 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 129 | SQYD | 150.00 | 19,350.00 | 150.00 | 19,350.00 | 110.00 | 14,190.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | 10,010.42 | 10,010.42 | ||
| 713-02-C | temporary pavement markings (8" width) | 606 | LNFT | 1.00 | 606.00 | 0.01 | 6.06 | 0.22 | 133.32 | ||
| 713-02-E | temporary pavement markings (24" width) | 360 | LNFT | 1.00 | 360.00 | 0.01 | 3.60 | 0.75 | 270.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
8.945 | MILE | 400.00 | 3,578.00 | 400.00 | 3,578.00 | 150.00 | 1,341.75 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.215 | MILE | 500.00 | 3,107.50 | 0.01 | 0.06 | 300.00 | 1,864.50 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 21.768 | MILE | 100.00 | 2,176.80 | 0.01 | 0.22 | 300.00 | 6,530.40 | ||
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 | 110,000.00 | 110,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 529 | EACH | 6.00 | 3,174.00 | 5.00 | 2,645.00 | 6.00 | 3,174.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 202 | LNFT | 1.50 | 303.00 | 5.00 | 1,010.00 | 1.10 | 222.20 | ||
| 732-01-E | plastic pavement striping (24" width) | 120 | LNFT | 4.80 | 576.00 | 5.00 | 600.00 | 3.25 | 390.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 9.321 | MILE | 2,500.00 | 23,302.50 | 3,000.00 | 27,963.00 | 3,000.00 | 27,963.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.090 | MILE | 900.00 | 2,781.00 | 600.00 | 1,854.00 | 650.00 | 2,008.50 | ||
| 735-01 | mailboxes | 18 | EACH | 1.20 | 21.60 | 5.00 | 90.00 | 1.10 | 19.80 | ||
| 735-02 | mailbox supports (single) | 16 | EACH | 140.00 | 2,240.00 | 150.00 | 2,400.00 | 125.00 | 2,000.00 | ||
| 735-03 | mailbox supports (double) | 2 | EACH | 195.00 | 390.00 | 200.00 | 400.00 | 200.00 | 400.00 | ||
| 740-01 | construction layout | lump | LUMP | 6,000.00 | 6,000.00 | 100.00 | 100.00 | 10,000.00 | 10,000.00 | ||
| S-001 | truncated domes for handicap ramps | 144 | SQFT | 25.00 | 3,600.00 | 80.00 | 11,520.00 | 60.00 | 8,640.00 | ||
| S-970 | ultra-thin hmac wearing course system (0.75 inch thick) | 65,256 | SQYD | 8.00 | 522,048.00 | 9.70 | 632,983.20 | 8.00 | 522,048.00 | ||
| CONTRACTOR TOTAL | 1,142,575.90 | 1,147,647.50 | 1,199,199.99 | ||||||||