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| DBE GOAL FED | |||
| Lead Project: 002-04-0037 | |||
| Parish: MADISON | |||
| Routes: US 80 | |||
| Description: RICHLAND PARISH LINE - ROUTE LA 577 EAST | |||
| Type Const:
grading, drainage structures, pavement patching, cold planing asphaltic concrete, asphaltic surface treatment, superpave asphaltic concrete overlay, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $1,535,162.88 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,589,782.01 |
| 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 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | ||||
| 202-02-H | removal of guard rail | 480 | LNFT | 10.00 | 4,800.00 | 5.00 | 2,400.00 | ||||
| 203-08 | borrow (vehicular measurement) | 750 | CUYD | 40.00 | 30,000.00 | 20.00 | 15,000.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,012 | CUYD | 40.00 | 40,480.00 | 32.00 | 32,384.00 | ||||
| 502-01 | superpave asphaltic concrete | 8,881.5 | TON | 59.75 | 530,669.62 | 66.00 | 586,179.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts, and miscellaneous |
454.2 | TON | 125.00 | 56,775.00 | 157.00 | 71,309.40 | ||||
| 507-01-B | asphaltic surface treatment (2 applications) | 53,175 | SQYD | 2.50 | 132,937.50 | 3.17 | 168,564.75 | ||||
| 509-01 | cold planing asphaltic pavement | 53,175 | SQYD | 2.00 | 106,350.00 | 1.50 | 79,762.50 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,493 | CUYD | 0.01 | - 14.93 | 0.10 | - 149.30 | ||||
| 704-03 | blocked out guard rail | 150.0 | LNFT | 17.50 | 2,625.00 | 24.00 | 3,600.00 | ||||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 80.0 | LNFT | 30.00 | 2,400.00 | 40.00 | 3,200.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 45.00 | 4,500.00 | 61.00 | 6,100.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,700.00 | 10,800.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 90,000.00 | 90,000.00 | 8,000.00 | 8,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
11.403 | MILE | 165.00 | 1,881.49 | 177.00 | 2,018.33 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
11.403 | MILE | 190.00 | 2,166.57 | 340.00 | 3,877.02 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 23.442 | MILE | 340.00 | 7,970.28 | 679.00 | 15,917.11 | ||||
| 713-07 | temporary reflectorized raised pavement markers | 498 | EACH | 1.25 | 622.50 | 2.00 | 996.00 | ||||
| 716-01-A | mulch (vegetative) | 3.61 | ACRE | 650.00 | 2,346.50 | 1,200.00 | 4,332.00 | ||||
| 717-01 | seeding | 162 | LB | 7.00 | 1,134.00 | 12.00 | 1,944.00 | ||||
| 718-01 | fertilizer | 3,610 | LB | 0.30 | 1,083.00 | 0.52 | 1,877.20 | ||||
| 724-01-C | pavement patching (18" minimum thickness) | 1,050 | SQYD | 125.00 | 131,250.00 | 120.00 | 126,000.00 | ||||
| 724-03 | pavement joint repair | 1,000.0 | TON | 75.00 | 75,000.00 | 125.00 | 125,000.00 | ||||
| 726-01 | bedding material | 45.5 | CUYD | 75.00 | 3,412.50 | 82.00 | 3,731.00 | ||||
| 727-01 | mobilization | lump | LUMP | 134,000.00 | 134,000.00 | 150,000.00 | 150,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 65.00 | 1,040.00 | 88.00 | 1,408.00 | ||||
| 731-02 | reflectorized raised pavement markers | 503 | EACH | 7.50 | 3,772.50 | 6.00 | 3,018.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 7.814 | MILE | 2,800.00 | 21,879.20 | 2,500.00 | 19,535.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.801 | MILE | 1,150.00 | 4,371.15 | 1,000.00 | 3,801.00 | ||||
| 735-01 | mailboxes | 11 | EACH | 1.00 | 11.00 | 15.00 | 165.00 | ||||
| 735-02 | mailbox supports (single) | 5 | EACH | 190.00 | 950.00 | 150.00 | 750.00 | ||||
| 735-04 | mailbox supports (multiple) | 2 | EACH | 325.00 | 650.00 | 350.00 | 700.00 | ||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | ||||
| 805-12-Y | reinforced concrete box culverts (2'x 2') | 66.0 | LNFT | 500.00 | 33,000.00 | 360.00 | 23,760.00 | ||||
| 805-12-Z | reinforced concrete box culverts (3'x 2') | 16.0 | LNFT | 500.00 | 8,000.00 | 425.00 | 6,800.00 | ||||
| S-001 | cleaning existing ditches | 600 | LNFT | 10.00 | 6,000.00 | 7.00 | 4,200.00 | ||||
| S-002 | milling concrete approach slabs | 62 | SQYD | 150.00 | 9,300.00 | 71.00 | 4,402.00 | ||||
| S-003 | tree trimming | lump | LUMP | 25,000.00 | 25,000.00 | 29,000.00 | 29,000.00 | ||||
| S-004 | clean and reseal stress relief joint | 72 | LNFT | 150.00 | 10,800.00 | 200.00 | 14,400.00 | ||||
| CONTRACTOR TOTAL | 1,535,162.88 | 1,589,782.01 | |||||||||