| |||
| Lead Project: 354-01-0007 | |||
| Parish: CATAHOULA | |||
| Routes: LA 922 | |||
| Description: USACE PARK - 1.75 MI. SE OF LA 8 | |||
| Type Const:
cold planing asphaltic concrete, class ii base course, lime treatment, superpave asphaltic concrete overlay and related work. | |||
| Estimated Construction Cost: $1,175,436.26 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $955,716.20 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $976,628.80 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - 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-G | removal of surfacing & stabilized base | 400.0 | SQYD | 9.00 | 3,600.00 | 5.00 | 2,000.00 | ||||
| 202-02-I | removal of aggregate surface course (vehicular measurement) |
500 | CUYD | 40.00 | 20,000.00 | 10.00 | 5,000.00 | ||||
| 302-02-D | class ii base course (8 1/2" thick) | 5,339.0 | SQYD | 30.00 | 160,170.00 | 20.00 | 106,780.00 | ||||
| 304-01 | lime | 82.70 | TON | 180.00 | 14,886.00 | 160.00 | 13,232.00 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 5,250 | SQYD | 6.00 | 31,500.00 | 1.50 | 7,875.00 | ||||
| 308-02 | removal of existing patches | 100 | SQYD | 20.00 | 2,000.00 | 10.00 | 1,000.00 | ||||
| 401-01 | aggregate surface course (net section) | 166.7 | CUYD | 55.00 | 9,168.50 | 65.00 | 10,835.50 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
913 | CUYD | 55.00 | 50,215.00 | 63.00 | 57,519.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 20.00 | 10,000.00 | 5.00 | 2,500.00 | ||||
| 502-01 | superpave asphaltic concrete | 5,358.4 | TON | 90.00 | 482,256.00 | 115.00 | 616,216.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
52.7 | TON | 300.00 | 15,810.00 | 275.00 | 14,492.50 | ||||
| 509-01 | cold planing asphaltic pavement | 454 | SQYD | 20.00 | 9,080.00 | 30.00 | 13,620.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 13 | CUYD | 1.00 | - 13.00 | 1.00 | - 13.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 28,000.00 | 28,000.00 | 12,000.00 | 12,000.00 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 6.088 | MILE | 250.00 | 1,522.00 | 850.00 | 5,174.80 | ||||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 537 | EACH | 1.50 | 805.50 | 6.00 | 3,222.00 | ||||
| 722-01 | project site laboratory | 1 | EACH | 2,000.00 | 2,000.00 | 6,000.00 | 6,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 71,000.00 | 71,000.00 | 60,000.00 | 60,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 269 | EACH | 10.00 | 2,690.00 | 5.50 | 1,479.50 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 4.059 | MILE | 3,300.00 | 13,394.70 | 2,500.00 | 10,147.50 | ||||
| 732-05 | removal of existing markings | 4.059 | MILE | 3,500.00 | 14,206.50 | 5,000.00 | 20,295.00 | ||||
| 735-01 | mailboxes | 3 | EACH | 25.00 | 75.00 | 1.00 | 3.00 | ||||
| 735-02 | mailbox supports (single) | 3 | EACH | 250.00 | 750.00 | 250.00 | 750.00 | ||||
| 740-01 | construction layout | lump | LUMP | 12,600.00 | 12,600.00 | 6,500.00 | 6,500.00 | ||||
| CONTRACTOR TOTAL | 955,716.20 | 976,628.80 | |||||||||