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| Lead Project: 037-03-0019 | |||
| Parish: W CARROLL | |||
| Routes: LA 2 | |||
| Description: 4225' EAST OF LA 17 - EAST CARROLL P/L | |||
| Type Const:
grading, cold planing asphaltic concrete, pavement patching, superpave asphaltic concrete overlay and related work. | |||
| Estimated Construction Cost: $1,151,742.34 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $1,303,561.92 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,350,347.95 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - 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 | ||||
| 202-02-H | removal of guard rail | 244 | LNFT | 12.00 | 2,928.00 | 17.50 | 4,270.00 | ||||
| 203-07 | borrow (vehicular measurement) | 1,461 | CUYD | 21.00 | 30,681.00 | 22.00 | 32,142.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,233 | CUYD | 15.00 | 18,495.00 | 100.00 | 123,300.00 | ||||
| 502-01 | superpave asphaltic concrete | 5,784.4 | TON | 98.00 | 566,871.20 | 95.00 | 549,518.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,403.6 | TON | 138.00 | 193,696.80 | 175.00 | 245,630.00 | ||||
| 509-01 | cold planing asphaltic pavement | 29,658 | SQYD | 3.00 | 88,974.00 | 1.50 | 44,487.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,238 | CUYD | 0.01 | - 12.38 | 0.10 | - 123.80 | ||||
| 510-01-C | pavement patching (15" mimimum thickness) | 637 | SQYD | 125.00 | 79,625.00 | 124.00 | 78,988.00 | ||||
| 704-03 | blocked out guard rail | 125.1 | LNFT | 22.00 | 2,752.20 | 23.00 | 2,877.30 | ||||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 25.0 | LNFT | 50.00 | 1,250.00 | 40.00 | 1,000.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 50.0 | LNFT | 55.00 | 2,750.00 | 65.00 | 3,250.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 2,600.00 | 5,200.00 | 2,500.00 | 5,000.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 110,000.00 | 110,000.00 | 60,000.00 | 60,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
6.171 | MILE | 200.00 | 1,234.20 | 150.00 | 925.65 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
4.728 | MILE | 250.00 | 1,182.00 | 350.00 | 1,654.80 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 17.694 | MILE | 250.00 | 4,423.50 | 600.00 | 10,616.40 | ||||
| 716-01-A | mulch (vegetative) | 4.0 | TON | 500.00 | 2,000.00 | 550.00 | 2,200.00 | ||||
| 717-01 | seeding | 180 | LB | 10.00 | 1,800.00 | 10.00 | 1,800.00 | ||||
| 718-01 | fertilizer | 4,000 | LB | 0.55 | 2,200.00 | 0.55 | 2,200.00 | ||||
| 727-01 | mobilization | lump | LUMP | 120,000.00 | 120,000.00 | 130,000.00 | 130,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 2 | EACH | 100.00 | 200.00 | 100.00 | 200.00 | ||||
| 731-02 | reflectorized raised pavement markers | 273 | EACH | 12.00 | 3,276.00 | 5.00 | 1,365.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 5.898 | MILE | 3,200.00 | 18,873.60 | 2,600.00 | 15,334.80 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.576 | MILE | 1,800.00 | 2,836.80 | 800.00 | 1,260.80 | ||||
| 735-01 | mailboxes | 27 | EACH | 25.00 | 675.00 | 1.00 | 27.00 | ||||
| 735-02 | mailbox supports (single) | 20 | EACH | 150.00 | 3,000.00 | 125.00 | 2,500.00 | ||||
| 735-03 | mailbox supports (double) | 2 | EACH | 200.00 | 400.00 | 175.00 | 350.00 | ||||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 375.00 | 375.00 | 325.00 | 325.00 | ||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | ||||
| S-001 | tree trimming | lump | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | ||||
| S-002 | saw cutting asphaltic concrete patches (15" deep) | 2,250 | LNFT | 3.50 | 7,875.00 | 1.00 | 2,250.00 | ||||
| CONTRACTOR TOTAL | 1,303,561.92 | 1,350,347.95 | |||||||||