| |||
| Lead Project: 026-07-0027 | |||
| Parish: FRANKLIN | |||
| Routes: LA 15 | |||
| Description: WINNSBORO - BASKIN | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete, superpave asphaltic concrete overlay, asphaltic surface treatment, pavement patching, and related work. | |||
| Estimated Construction Cost: $5,262,017.01 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $4,675,743.49 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $4,845,223.25 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $5,095,031.67 |
| 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 | 1,776 | LNFT | 7.00 | 12,432.00 | 7.50 | 13,320.00 | 20.00 | 35,520.00 | ||
| 203-07 | borrow (vehicular measurement) | 90 | CUYD | 30.00 | 2,700.00 | 45.00 | 4,050.00 | 25.00 | 2,250.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
328 | CUYD | 20.00 | 6,560.00 | 65.00 | 21,320.00 | 50.00 | 16,400.00 | ||
| 502-01 | superpave asphaltic concrete | 14,983.9 | TON | 98.00 | 1,468,422.20 | 92.00 | 1,378,518.80 | 100.00 | 1,498,390.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,527.5 | TON | 98.00 | 149,695.00 | 200.00 | 305,500.00 | 165.00 | 252,037.50 | ||
| 507-01-A | asphaltic material (crs-2p emulsion) | 58,272 | GAL | 2.30 | 134,025.60 | 3.00 | 174,816.00 | 3.50 | 203,952.00 | ||
| 507-02-B | aggregate (s2) | 104,645 | SQYD | 0.90 | 94,180.50 | 1.50 | 156,967.50 | 1.10 | 115,109.50 | ||
| 507-02-C | aggregate (s3) | 56,914 | SQYD | 0.70 | 39,839.80 | 1.25 | 71,142.50 | 1.10 | 62,605.40 | ||
| 509-01 | cold planing asphaltic pavement | 136,216 | SQYD | 2.75 | 374,594.00 | 2.25 | 306,486.00 | 2.35 | 320,107.60 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,783 | CUYD | 0.01 | - 37.83 | 0.10 | - 378.30 | 0.01 | - 37.83 | ||
| 510-01-C | pavement patching (18" minimum thickness) | 424 | SQYD | 175.00 | 74,200.00 | 200.00 | 84,800.00 | 220.00 | 93,280.00 | ||
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 80 | LNFT | 175.00 | 14,000.00 | 200.00 | 16,000.00 | 350.00 | 28,000.00 | ||
| 704-03 | blocked out guard rail | 1,200.0 | LNFT | 18.00 | 21,600.00 | 20.00 | 24,000.00 | 20.00 | 24,000.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 250.0 | LNFT | 50.00 | 12,500.00 | 50.00 | 12,500.00 | 60.00 | 15,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 10 | EACH | 2,000.00 | 20,000.00 | 2,250.00 | 22,500.00 | 2,500.00 | 25,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 255,000.00 | 255,000.00 | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 | ||
| 713-03-A | temporary pavement markings (broken line) (4" width) (4' length) |
32.761 | MILE | 200.00 | 6,552.20 | 150.00 | 4,914.15 | 100.00 | 3,276.10 | ||
| 713-03-B | temporary pavement markings (broken line) (4" width) (10' length) |
32.761 | MILE | 150.00 | 4,914.15 | 400.00 | 13,104.40 | 100.00 | 3,276.10 | ||
| 713-04-A | temporary pavement markings (solid line) (4" width) | 73.374 | MILE | 1.00 | 73.37 | 800.00 | 58,699.20 | 950.00 | 69,705.30 | ||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 520 | EACH | 1.75 | 910.00 | 2.00 | 1,040.00 | 1.75 | 910.00 | ||
| 726-01 | bedding material | 23.1 | CUYD | 100.00 | 2,310.00 | 100.00 | 2,310.00 | 120.00 | 2,772.00 | ||
| 727-01 | mobilization | lump | LUMP | 330,000.00 | 330,000.00 | 450,000.00 | 450,000.00 | 295,000.00 | 295,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 10 | EACH | 95.00 | 950.00 | 80.00 | 800.00 | 80.00 | 800.00 | ||
| 731-02 | reflectorized raised pavement markers | 2,459 | EACH | 9.00 | 22,131.00 | 5.00 | 12,295.00 | 7.00 | 17,213.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 876 | LNFT | 12.50 | 10,950.00 | 4.00 | 3,504.00 | 4.50 | 3,942.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 21.840 | MILE | 3,000.00 | 65,520.00 | 3,000.00 | 65,520.00 | 3,200.00 | 69,888.00 | ||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.080 | MILE | 26,000.00 | 2,080.00 | 7,000.00 | 560.00 | 6,500.00 | 520.00 | ||
| 732-03-A | plastic pavement striping (broken line) (4" width) | 10.920 | MILE | 1,800.00 | 19,656.00 | 800.00 | 8,736.00 | 1,500.00 | 16,380.00 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 28 | EACH | 300.00 | 8,400.00 | 200.00 | 5,600.00 | 230.00 | 6,440.00 | ||
| 732-05 | removal of existing markings | 0.044 | MILE | 45,000.00 | 1,980.00 | 12,000.00 | 528.00 | 10,000.00 | 440.00 | ||
| 735-01 | mailboxes | 33 | EACH | 21.00 | 693.00 | 1.00 | 33.00 | 10.00 | 330.00 | ||
| 735-02 | mailbox supports (single) | 28 | EACH | 180.00 | 5,040.00 | 125.00 | 3,500.00 | 200.00 | 5,600.00 | ||
| 735-03 | mailbox supports (double) | 1 | EACH | 200.00 | 200.00 | 180.00 | 180.00 | 250.00 | 250.00 | ||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 350.00 | 350.00 | 300.00 | 300.00 | 350.00 | 350.00 | ||
| S-001 | ultra-thin hmac wearing course system (0.75 inch thick) | 195,038 | SQYD | 7.25 | 1,414,025.50 | 7.50 | 1,462,785.00 | 9.00 | 1,755,342.00 | ||
| S-003 | raising and/or undersealing concrete approach slab | 8,200 | LB | 5.50 | 45,100.00 | 6.00 | 49,200.00 | 5.00 | 41,000.00 | ||
| S-004 | soil compaction at depth | 1,250 | LB | 6.50 | 8,125.00 | 8.00 | 10,000.00 | 7.50 | 9,375.00 | ||
| S-005 | radar traffic sensor and recorder system | 1 | EACH | 26,000.00 | 26,000.00 | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 | ||
| S-006 | concrete island | lump | LUMP | 7,500.00 | 7,500.00 | 9,000.00 | 9,000.00 | 18,000.00 | 18,000.00 | ||
| S-007 | alter existing ditch | lump | LUMP | 7,500.00 | 7,500.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | ||
| S-008 | saw cuts | 1,268 | LNFT | 4.00 | 5,072.00 | 4.00 | 5,072.00 | 6.00 | 7,608.00 | ||
| CONTRACTOR TOTAL | 4,675,743.49 | 4,845,223.25 | 5,095,031.67 | ||||||||