| |||
| DBE GOAL FED | |||
| Lead Project: 089-02-0019 | |||
| Parish: NATCHITOCHES | |||
| Routes: LA 9 | |||
| Description: CURVE REALIGNMENT @ CHESTNUT | |||
| Type Const:
grading, class ii base course, lime treatment, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $1,321,475.93 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 33685 | SPECIALTY CONTRACTORS | $879,011.99 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,347,884.98 |
| 3 | 40486 | REGIONAL CONSTRUCTION, LLC | $1,595,604.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - SPECIALTY CONTRACTORS |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - REGIONAL CONSTRUCTION, LLC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 85,000.00 | 85,000.00 | 150,000.00 | 150,000.00 | 25,000.00 | 25,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 1,000.00 | 1,000.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 4,361.7 | SQYD | 2.00 | 8,723.40 | 5.00 | 21,808.50 | 8.00 | 34,893.60 | ||
| 203-01 | general excavation | 10,471 | CUYD | 2.00 | 20,942.00 | 8.50 | 89,003.50 | 6.00 | 62,826.00 | ||
| 203-03 | embankment | 10,490 | CUYD | 5.50 | 57,695.00 | 13.50 | 141,615.00 | 12.00 | 125,880.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 32 | EACH | 50.00 | 1,600.00 | 225.00 | 7,200.00 | 100.00 | 3,200.00 | ||
| 204-06 | temporary silt fencing | 1,580 | LNFT | 2.00 | 3,160.00 | 1.92 | 3,033.60 | 4.00 | 6,320.00 | ||
| 302-02-D | class ii base course (8 1/2" thick) | 17,549.8 | SQYD | 7.40 | 129,868.52 | 12.00 | 210,597.60 | 24.00 | 421,195.20 | ||
| 304-05 | lime treatment (type e) | 24.88 | TON | 261.00 | 6,493.68 | 300.00 | 7,464.00 | 350.00 | 8,708.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
8 | CUYD | 50.00 | 400.00 | 100.00 | 800.00 | 300.00 | 2,400.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | FREE | FREE | 40.00 | 20,000.00 | 50.00 | 25,000.00 | ||
| 502-01 | superpave asphaltic concrete | 3,549.4 | TON | 105.93 | 375,987.94 | 102.00 | 362,038.80 | 115.00 | 408,181.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
176.4 | TON | 153.14 | 27,013.90 | 158.00 | 27,871.20 | 175.00 | 30,870.00 | ||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 72 | LNFT | 118.00 | 8,496.00 | 110.00 | 7,920.00 | 200.00 | 14,400.00 | ||
| 701-05-G | side drain pipe (18") | 32 | LNFT | 87.00 | 2,784.00 | 80.00 | 2,560.00 | 200.00 | 6,400.00 | ||
| 705-02 | combination mesh & barbed wire fence | 210 | LNFT | 8.00 | 1,680.00 | 12.00 | 2,520.00 | 25.00 | 5,250.00 | ||
| 708-01 | right-of-way monument | 12 | EACH | 150.00 | 1,800.00 | 300.00 | 3,600.00 | 200.00 | 2,400.00 | ||
| 708-02 | right-of-way monument witness post | 12 | EACH | 150.00 | 1,800.00 | 300.00 | 3,600.00 | 200.00 | 2,400.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 16,250.00 | 16,250.00 | 8,500.00 | 8,500.00 | 75,000.00 | 75,000.00 | ||
| 713-02-E | temporary pavement markings (24" width) | 64 | LNFT | 1.00 | 64.00 | 1.00 | 64.00 | 3.00 | 192.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
1.655 | MILE | 350.00 | 579.25 | 1.00 | 1.66 | 400.00 | 662.00 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 6.618 | MILE | 600.00 | 3,970.80 | 1.00 | 6.62 | 800.00 | 5,294.40 | ||
| 716-01-A | mulch (vegetative) | 15.0 | TON | 800.00 | 12,000.00 | 500.00 | 7,500.00 | 3,000.00 | 45,000.00 | ||
| 717-01 | seeding | 900 | LB | 8.00 | 7,200.00 | 10.00 | 9,000.00 | 10.00 | 9,000.00 | ||
| 718-01 | fertilizer | 10,000 | LB | 0.75 | 7,500.00 | 0.50 | 5,000.00 | 0.80 | 8,000.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 13,000 | SQYD | 2.00 | 26,000.00 | 1.50 | 19,500.00 | 3.00 | 39,000.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 2,000.00 | 2,000.00 | 50,000.00 | 50,000.00 | 5,000.00 | 5,000.00 | ||
| 726-01 | bedding material | 27.8 | CUYD | 100.00 | 2,780.00 | 65.00 | 1,807.00 | 80.00 | 2,224.00 | ||
| 727-01 | mobilization | lump | LUMP | 44,300.00 | 44,300.00 | 120,000.00 | 120,000.00 | 75,000.00 | 75,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 75.00 | 150.00 | 75.00 | 150.00 | 100.00 | 200.00 | ||
| 729-19-A | dead end road installations(type a) | 1 | EACH | 2,500.00 | 2,500.00 | 1,500.00 | 1,500.00 | 10,000.00 | 10,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 109 | EACH | 5.00 | 545.00 | 5.00 | 545.00 | 6.00 | 654.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 32 | LNFT | 3.00 | 96.00 | 3.00 | 96.00 | 10.00 | 320.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 3.309 | MILE | 2,500.00 | 8,272.50 | 2,500.00 | 8,272.50 | 2,700.00 | 8,934.30 | ||
| 735-01 | mailboxes | 2 | EACH | 30.00 | 60.00 | 5.00 | 10.00 | 200.00 | 400.00 | ||
| 735-02 | mailbox supports (single) | 2 | EACH | 150.00 | 300.00 | 150.00 | 300.00 | 200.00 | 400.00 | ||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 24,000.00 | 24,000.00 | 100,000.00 | 100,000.00 | ||
| CONTRACTOR TOTAL | 879,011.99 | 1,347,884.98 | 1,595,604.50 | ||||||||