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| Lead Project: 339-03-0006 | |||
| Parish: RICHLAND | |||
| Routes: LA 3048 | |||
| Description: M.L. KING INTERSECTION - 2.229 MI. SOUTH | |||
| Type Const: lime treatment, cement treated base course, superpave acp, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $630,223.12 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $662,282.14 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - D & J CONSTRUCTION CO., INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 98 | SQYD | 54.00 | 5,292.00 | 12.00 | 1,176.00 | ||||
| 203-08 | borrow (vehicular measurement) | 138 | CUYD | 30.00 | 4,140.00 | 50.00 | 6,900.00 | ||||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 706 | CUYD | 23.00 | 16,238.00 | 20.00 | 14,120.00 | ||||
| 304-01 | lime | 43.78 | TON | 165.75 | 7,256.53 | 125.00 | 5,472.50 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 5,556 | SQYD | 4.74 | 26,335.44 | 4.00 | 22,224.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
60 | CUYD | 65.00 | 3,900.00 | 90.00 | 5,400.00 | ||||
| 502-01 | superpave asphaltic concrete | 3,343.4 | TON | 55.00 | 183,887.00 | 59.00 | 197,260.60 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
266.3 | TON | 120.00 | 31,956.00 | 125.00 | 33,287.50 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 45,000.00 | 45,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
2.229 | MILE | 155.00 | 345.49 | 225.00 | 501.52 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
1.799 | MILE | 300.00 | 539.70 | 400.00 | 719.60 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 6.071 | MILE | 600.00 | 3,642.60 | 470.00 | 2,853.37 | ||||
| 716-01-A | mulch (vegetative) | 2.09 | ACRE | 1,000.00 | 2,090.00 | 100.00 | 209.00 | ||||
| 717-01 | seeding | 94 | LB | 11.00 | 1,034.00 | 10.00 | 940.00 | ||||
| 718-01 | fertilizer | 2,090 | LB | 0.47 | 982.30 | 0.40 | 836.00 | ||||
| 727-01 | mobilization | lump | LUMP | 20,000.00 | 20,000.00 | 45,000.00 | 45,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 295 | EACH | 6.00 | 1,770.00 | 7.75 | 2,286.25 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 6.071 | MILE | 2,200.00 | 13,356.20 | 2,700.00 | 16,391.70 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.799 | MILE | 830.00 | 1,493.17 | 1,400.00 | 2,518.60 | ||||
| 735-01 | mailboxes | 13 | EACH | 15.00 | 195.00 | 1.00 | 13.00 | ||||
| 735-02 | mailbox supports (single) | 10 | EACH | 250.00 | 2,500.00 | 150.00 | 1,500.00 | ||||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 800.00 | 800.00 | 215.00 | 215.00 | ||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | ||||
| S-001 | cement treated base course (12 in depth) | 31,661 | SQYD | 8.29 | 262,469.69 | 7.50 | 237,457.50 | ||||
| CONTRACTOR TOTAL | 630,223.12 | 662,282.14 | |||||||||