| |||
| Lead Project: 835-10-0015 | |||
| Parish: NATCHITOCHES | |||
| Routes: LA 490 | |||
| Description: JCT. LA 1 - JCT. LA 3279 | |||
| Type Const:
grading, drain struct, cold planing acp, lime trmt, in-place cement treated bc, superpave acp and related work. | |||
| Estimated Construction Cost: $906,097.35 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $881,773.97 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $921,429.52 |
| 3 | 08815 | W. E. MCDONALD & SON, LLC. | $954,621.89 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - W. E. MCDONALD & SON, LLC. |
|
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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 | 7,500.00 | 7,500.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-D | removal of concrete walks & drives | 9 | SQYD | 85.00 | 765.00 | 100.00 | 900.00 | 500.00 | 4,500.00 | ||
| 203-07 | borrow (vehicular measurement) | 500 | CUYD | 21.00 | 10,500.00 | 23.00 | 11,500.00 | 15.00 | 7,500.00 | ||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 100 | CUYD | 21.00 | 2,100.00 | 42.00 | 4,200.00 | 15.00 | 1,500.00 | ||
| 304-05 | lime treatment (type e) | 108.39 | TON | 300.00 | 32,517.00 | 600.00 | 65,034.00 | 450.00 | 48,775.50 | ||
| 308-01-A | in-place cement treated base course (12" thick) | 34,754 | SQYD | 7.50 | 260,655.00 | 7.50 | 260,655.00 | 8.20 | 284,982.80 | ||
| 308-02 | removal of existing patches | 325 | SQYD | 10.00 | 3,250.00 | 20.00 | 6,500.00 | 20.00 | 6,500.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
800 | CUYD | 50.00 | 40,000.00 | 27.00 | 21,600.00 | 45.00 | 36,000.00 | ||
| 502-01 | superpave asphaltic concrete | 3,606.1 | TON | 90.00 | 324,549.00 | 85.00 | 306,518.50 | 85.00 | 306,518.50 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
174.7 | TON | 200.00 | 34,940.00 | 200.00 | 34,940.00 | 200.00 | 34,940.00 | ||
| 509-01 | cold planing asphaltic pavement | 32,751 | SQYD | 1.55 | 50,764.05 | 1.85 | 60,589.35 | 1.85 | 60,589.35 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,292 | CUYD | 0.01 | - 12.92 | 0.10 | - 129.20 | 0.01 | - 12.92 | ||
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 56 | LNFT | 350.00 | 19,600.00 | 210.00 | 11,760.00 | 200.00 | 11,200.00 | ||
| 711-04 | geotextile fabric | 24 | SQYD | 2.50 | 60.00 | 3.25 | 78.00 | 3.00 | 72.00 | ||
| 712-04 | flexible revetment | 15 | SQYD | 80.00 | 1,200.00 | 85.00 | 1,275.00 | 80.00 | 1,200.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 4,600.00 | 4,600.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.526 | MILE | 1.00 | 5.53 | 135.00 | 746.01 | 400.00 | 2,210.40 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
1.616 | MILE | 1.00 | 1.62 | 310.00 | 500.96 | 295.00 | 476.72 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 20.290 | MILE | 1.00 | 20.29 | 500.00 | 10,145.00 | 475.00 | 9,637.75 | ||
| 716-01-A | mulch (vegetative) | 3.0 | TON | 500.00 | 1,500.00 | 550.00 | 1,650.00 | 500.00 | 1,500.00 | ||
| 717-01 | seeding | 45 | LB | 10.00 | 450.00 | 11.00 | 495.00 | 10.00 | 450.00 | ||
| 718-01 | fertilizer | 1,504 | LB | 0.60 | 902.40 | 0.60 | 902.40 | 0.59 | 887.36 | ||
| 722-01 | project site laboratory | 1 | EACH | 7,500.00 | 7,500.00 | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | ||
| 726-01 | bedding material | 14.4 | CUYD | 85.00 | 1,224.00 | 100.00 | 1,440.00 | 90.00 | 1,296.00 | ||
| 727-01 | mobilization | lump | LUMP | 45,000.00 | 45,000.00 | 73,000.00 | 73,000.00 | 95,000.00 | 95,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 2 | EACH | 75.00 | 150.00 | 80.00 | 160.00 | 500.00 | 1,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 365 | EACH | 5.00 | 1,825.00 | 5.50 | 2,007.50 | 5.10 | 1,861.50 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 4.547 | MILE | 2,000.00 | 9,094.00 | 2,200.00 | 10,003.40 | 2,150.00 | 9,776.05 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.808 | MILE | 500.00 | 404.00 | 700.00 | 565.60 | 610.00 | 492.88 | ||
| 735-01 | mailboxes | 18 | EACH | 5.00 | 90.00 | 1.00 | 18.00 | 1.00 | 18.00 | ||
| 735-02 | mailbox supports (single) | 15 | EACH | 100.00 | 1,500.00 | 110.00 | 1,650.00 | 125.00 | 1,875.00 | ||
| 735-03 | mailbox supports (double) | 3 | EACH | 140.00 | 420.00 | 150.00 | 450.00 | 175.00 | 525.00 | ||
| 740-01 | construction layout | lump | LUMP | 11,000.00 | 11,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | ||
| S-001 | saw cutting | 300 | INFT | 6.00 | 1,800.00 | 4.25 | 1,275.00 | 5.00 | 1,500.00 | ||
| S-002 | sack concrete headwall | 5.0 | CUYD | 100.00 | 500.00 | 500.00 | 2,500.00 | 450.00 | 2,250.00 | ||
| CONTRACTOR TOTAL | 881,773.97 | 921,429.52 | 954,621.89 | ||||||||