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| DBE GOAL FED | |||
| Lead Project: 051-02-0021 | |||
| Parish: FRANKLIN | |||
| Routes: LA 17 | |||
| Description: JUNCTION ROUTE LA 4 - SOUTH JUNCTION ROUTE LA 577 | |||
| Type Const:
grading, pavement patching, cold planing asphaltic concrete, asphaltic surface treatment, superpave asphaltic concrete overlay, ultra-thin hmac wearing course, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $2,686,256.69 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,774,121.41 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,890,765.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 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 | 408 | LNFT | 10.00 | 4,080.00 | 4.00 | 1,632.00 | 6.00 | 2,448.00 | ||
| 203-08 | borrow (vehicular measurement) | 745 | CUYD | 20.00 | 14,900.00 | 18.00 | 13,410.00 | 12.00 | 8,940.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
612 | CUYD | 12.00 | 7,344.00 | 49.00 | 29,988.00 | 35.00 | 21,420.00 | ||
| 502-01 | superpave asphaltic concrete | 13,693.0 | TON | 60.00 | 821,580.00 | 57.00 | 780,501.00 | 57.00 | 780,501.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
4,053.1 | TON | 40.00 | 162,124.00 | 65.00 | 263,451.50 | 70.00 | 283,717.00 | ||
| 507-01-A | asphaltic surface treatment (1 application) | 124,482 | SQYD | 1.50 | 186,723.00 | 2.00 | 248,964.00 | 1.60 | 199,171.20 | ||
| 509-01 | cold planing asphaltic pavement | 124,482 | SQYD | 1.00 | 124,482.00 | 1.10 | 136,930.20 | 1.60 | 199,171.20 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,458 | CUYD | 0.01 | - 34.58 | 0.10 | - 345.80 | 1.00 | - 3,458.00 | ||
| 702-04-A | adjusting manholes | 3 | EACH | 1,200.00 | 3,600.00 | 1,500.00 | 4,500.00 | 600.00 | 1,800.00 | ||
| 704-03 | blocked out guard rail | 112.5 | LNFT | 17.00 | 1,912.50 | 20.00 | 2,250.00 | 16.00 | 1,800.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 56.00 | 5,600.00 | 63.00 | 6,300.00 | 55.00 | 5,500.00 | ||
| 704-10 | guard rail anchor block | 4 | EACH | 755.00 | 3,020.00 | 900.00 | 3,600.00 | 750.00 | 3,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 1,900.00 | 7,600.00 | 2,200.00 | 8,800.00 | 1,900.00 | 7,600.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 55,000.00 | 55,000.00 | 100,000.00 | 100,000.00 | 12,000.00 | 12,000.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
24.563 | MILE | 165.00 | 4,052.89 | 150.00 | 3,684.45 | 550.00 | 13,509.65 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
21.333 | MILE | 450.00 | 9,599.85 | 286.00 | 6,101.23 | 300.00 | 6,399.90 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 59.583 | MILE | 1.00 | 59.58 | 575.00 | 34,260.22 | 5.50 | 327.70 | ||
| 713-07-A | temporary reflectorized raised pavement markers (tabs) | 1,082 | EACH | 1.00 | 1,082.00 | 1.15 | 1,244.30 | 2.75 | 2,975.50 | ||
| 716-01-A | mulch (vegetative) | 0.28 | ACRE | 2,100.00 | 588.00 | 2,300.00 | 644.00 | 4,200.00 | 1,176.00 | ||
| 717-01 | seeding | 17 | LB | 51.00 | 867.00 | 60.00 | 1,020.00 | 33.00 | 561.00 | ||
| 718-01 | fertilizer | 280 | LB | 2.10 | 588.00 | 2.29 | 641.20 | 3.30 | 924.00 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 275 | SQYD | 150.00 | 41,250.00 | 130.00 | 35,750.00 | 100.00 | 27,500.00 | ||
| 727-01 | mobilization | lump | LUMP | 180,000.00 | 180,000.00 | 200,000.00 | 200,000.00 | 240,000.00 | 240,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 80.00 | 320.00 | 65.00 | 260.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,082 | EACH | 5.50 | 5,951.00 | 5.00 | 5,410.00 | 5.00 | 5,410.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 19.861 | MILE | 2,200.00 | 43,694.20 | 2,200.00 | 43,694.20 | 2,000.00 | 39,722.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 7.111 | MILE | 750.00 | 5,333.25 | 900.00 | 6,399.90 | 850.00 | 6,044.35 | ||
| 735-01 | mailboxes | 114 | EACH | 5.50 | 627.00 | 12.00 | 1,368.00 | 25.00 | 2,850.00 | ||
| 735-02 | mailbox supports (single) | 68 | EACH | 126.00 | 8,568.00 | 160.00 | 10,880.00 | 150.00 | 10,200.00 | ||
| 735-03 | mailbox supports (double) | 7 | EACH | 255.00 | 1,785.00 | 365.00 | 2,555.00 | 200.00 | 1,400.00 | ||
| 735-04 | mailbox supports (multiple) | 4 | EACH | 300.00 | 1,200.00 | 400.00 | 1,600.00 | 300.00 | 1,200.00 | ||
| 744-01 | traffic control management | lump | LUMP | 12,000.00 | 12,000.00 | 49,000.00 | 49,000.00 | 36,000.00 | 36,000.00 | ||
| S-001 | adjusting water valves | 1 | EACH | 1,000.00 | 1,000.00 | 1,200.00 | 1,200.00 | 100.00 | 100.00 | ||
| S-002 | ultra-thin hmac wearing course system (0.75 inch thick) | 191,511 | SQYD | 5.00 | 957,555.00 | 3.91 | 748,808.01 | 5.00 | 957,555.00 | ||
| S-003 | rumble strips (ground-in) | 16.3 | MILE | 750.00 | 12,225.00 | 1,200.00 | 19,560.00 | 800.00 | 13,040.00 | ||
| CONTRACTOR TOTAL | 2,686,256.69 | 2,774,121.41 | 2,890,765.50 | ||||||||