| |||
| DBE GOAL FED | |||
| Lead Project: 066-05-0025 | |||
| Parish: ALLEN | |||
| Routes: LA 10 | |||
| Description: LA 372 - EVANGELINE PARISH LINE | |||
| Type Const:
grading, cold planing, pavement patching, pavement widening, superpave asphaltic concrete pavement and related work. | |||
| Estimated Construction Cost: $774,110.67 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $785,450.73 |
| 2 | 34356 | PRAIRIE CONTRACTORS INC. | $807,647.84 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $972,372.01 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - PRAIRIE CONTRACTORS INC. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-H | removal of guard rail | 546 | LNFT | 14.00 | 7,644.00 | 20.00 | 10,920.00 | 17.00 | 9,282.00 | ||
| 203-07 | borrow (vehicular measurement) | 250 | CUYD | 25.00 | 6,250.00 | 30.00 | 7,500.00 | 20.00 | 5,000.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,206 | CUYD | 80.00 | 96,480.00 | 9.00 | 10,854.00 | 100.00 | 120,600.00 | ||
| 502-01 | superpave asphaltic concrete | 3,199.7 | TON | 71.50 | 228,778.55 | 85.00 | 271,974.50 | 85.00 | 271,974.50 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
485.6 | TON | 130.00 | 63,128.00 | 130.00 | 63,128.00 | 165.00 | 80,124.00 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 2,131 | SQYD | 88.00 | 187,528.00 | 87.00 | 185,397.00 | 90.00 | 191,790.00 | ||
| 510-02 | pavement widening | 439.4 | SQYD | 80.00 | 35,152.00 | 90.00 | 39,546.00 | 130.00 | 57,122.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 148.0 | LNFT | 35.00 | 5,180.00 | 34.00 | 5,032.00 | 35.00 | 5,180.00 | ||
| 704-03 | blocked out guard rail | 325.0 | LNFT | 18.00 | 5,850.00 | 18.00 | 5,850.00 | 19.00 | 6,175.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 54.00 | 5,400.00 | 55.00 | 5,500.00 | 55.00 | 5,500.00 | ||
| 704-11-B | guard rail end treatment (tangent) | 4 | EACH | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 | 2,700.00 | 10,800.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 8,375.00 | 8,375.00 | 60,000.00 | 60,000.00 | 25,000.00 | 25,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
4.120 | MILE | 145.00 | 597.40 | 400.00 | 1,648.00 | 350.00 | 1,442.00 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
4.068 | MILE | 282.00 | 1,147.18 | 0.01 | 0.04 | 1.00 | 4.07 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 10.388 | MILE | 575.00 | 5,973.10 | 0.01 | 0.10 | 1.00 | 10.39 | ||
| 717-01 | seeding | 9 | LB | 55.00 | 495.00 | 75.00 | 675.00 | 55.00 | 495.00 | ||
| 718-01 | fertilizer | 150 | LB | 2.20 | 330.00 | 5.00 | 750.00 | 2.00 | 300.00 | ||
| 727-01 | mobilization | lump | LUMP | 60,000.00 | 60,000.00 | 80,000.00 | 80,000.00 | 90,000.00 | 90,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 65.00 | 260.00 | 60.00 | 240.00 | 70.00 | 280.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 75.00 | 300.00 | 75.00 | 300.00 | ||
| 731-02 | reflectorized raised pavement markers | 272 | EACH | 5.00 | 1,360.00 | 5.00 | 1,360.00 | 6.00 | 1,632.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 5.194 | MILE | 2,500.00 | 12,985.00 | 2,500.00 | 12,985.00 | 3,000.00 | 15,582.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.034 | MILE | 750.00 | 1,525.50 | 800.00 | 1,627.20 | 825.00 | 1,678.05 | ||
| 735-01 | mailboxes | 12 | EACH | 1.00 | 12.00 | 5.00 | 60.00 | 5.50 | 66.00 | ||
| 735-02 | mailbox supports (single) | 10 | EACH | 125.00 | 1,250.00 | 200.00 | 2,000.00 | 175.00 | 1,750.00 | ||
| 735-03 | mailbox supports (double) | 1 | EACH | 200.00 | 200.00 | 300.00 | 300.00 | 285.00 | 285.00 | ||
| 740-01 | construction layout | lump | LUMP | 9,250.00 | 9,250.00 | 1.00 | 1.00 | 10,000.00 | 10,000.00 | ||
| S-001 | surface preparation | lump | LUMP | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 60,000.00 | 60,000.00 | ||
| CONTRACTOR TOTAL | 785,450.73 | 807,647.84 | 972,372.01 | ||||||||