| |||
| DBE GOAL FED | |||
| Lead Project: 114-03-0026 | |||
| Parish: NATCHITOCHES | |||
| Routes: LA 117 | |||
| Description: JCT. LA 120 - JCT. LA 6 | |||
| Type Const:
drainage structure, pavement patching, cold planing asphaltic pavement, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $1,582,132.29 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $1,201,089.16 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,259,381.46 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,363,980.41 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - MADDEN CONTRACTING CO., INC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 1,000.00 | 1,000.00 | 5,500.00 | 5,500.00 | 5,000.00 | 5,000.00 | ||
| 202-02-H | removal of guard rail | 1,208 | LNFT | 6.00 | 7,248.00 | 6.50 | 7,852.00 | 8.50 | 10,268.00 | ||
| 203-07 | borrow (vehicular measurement) | 160 | CUYD | 20.00 | 3,200.00 | 25.00 | 4,000.00 | 12.00 | 1,920.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
400 | CUYD | 43.00 | 17,200.00 | 45.00 | 18,000.00 | 76.00 | 30,400.00 | ||
| 502-01 | superpave asphaltic concrete | 7,551.6 | TON | 102.00 | 770,263.20 | 96.50 | 728,729.40 | 115.00 | 868,434.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
619.6 | TON | 50.00 | 30,980.00 | 167.50 | 103,783.00 | 150.00 | 92,940.00 | ||
| 509-01 | cold planing asphaltic pavement | 68,421 | SQYD | 1.23 | 84,157.83 | 1.50 | 102,631.50 | 0.55 | 37,631.55 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,865 | CUYD | 0.01 | - 18.65 | 0.10 | - 186.50 | 0.01 | - 18.65 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 360 | SQYD | 100.00 | 36,000.00 | 120.00 | 43,200.00 | 112.00 | 40,320.00 | ||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 64 | LNFT | 200.00 | 12,800.00 | 265.00 | 16,960.00 | 275.00 | 17,600.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 200.0 | LNFT | 50.00 | 10,000.00 | 55.00 | 11,000.00 | 55.00 | 11,000.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 232.0 | LNFT | 48.75 | 11,310.00 | 50.00 | 11,600.00 | 55.00 | 12,760.00 | ||
| 704-03 | blocked out guard rail | 100.0 | LNFT | 20.00 | 2,000.00 | 21.00 | 2,100.00 | 22.00 | 2,200.00 | ||
| 704-11-B | guard rail end treatment (tangent) | 8 | EACH | 2,500.00 | 20,000.00 | 2,650.00 | 21,200.00 | 2,500.00 | 20,000.00 | ||
| 707-04 | asphaltic curb | 80.0 | LNFT | 10.00 | 800.00 | 35.00 | 2,800.00 | 30.00 | 2,400.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 40,500.00 | 40,500.00 | 13,000.00 | 13,000.00 | 14,000.00 | 14,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
9.279 | MILE | 325.00 | 3,015.68 | 140.00 | 1,299.06 | 150.00 | 1,391.85 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.555 | MILE | 1.00 | 5.56 | 300.00 | 1,666.50 | 300.00 | 1,666.50 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 30.636 | MILE | 1.00 | 30.64 | 450.00 | 13,786.20 | 425.00 | 13,020.30 | ||
| 716-01-A | mulch (vegetative) | 4.8 | TON | 1,000.00 | 4,800.00 | 650.00 | 3,120.00 | 700.00 | 3,360.00 | ||
| 717-01 | seeding | 72 | LB | 10.00 | 720.00 | 13.00 | 936.00 | 8.00 | 576.00 | ||
| 718-01 | fertilizer | 2,411 | LB | 1.00 | 2,411.00 | 0.55 | 1,326.05 | 0.70 | 1,687.70 | ||
| 726-01 | bedding material | 14.0 | CUYD | 80.00 | 1,120.00 | 130.00 | 1,820.00 | 115.00 | 1,610.00 | ||
| 727-01 | mobilization | lump | LUMP | 40,500.00 | 40,500.00 | 42,500.00 | 42,500.00 | 45,000.00 | 45,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 10 | EACH | 75.00 | 750.00 | 80.00 | 800.00 | 85.00 | 850.00 | ||
| 731-02 | reflectorized raised pavement markers | 700 | EACH | 4.50 | 3,150.00 | 5.25 | 3,675.00 | 5.75 | 4,025.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 320 | LNFT | 1.00 | 320.00 | 1.00 | 320.00 | 1.00 | 320.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 36 | LNFT | 3.00 | 108.00 | 3.50 | 126.00 | 4.00 | 144.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 15.318 | MILE | 2,500.00 | 38,295.00 | 2,750.00 | 42,124.50 | 2,950.00 | 45,188.10 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.777 | MILE | 700.00 | 1,943.90 | 750.00 | 2,082.75 | 780.00 | 2,166.06 | ||
| 735-01 | mailboxes | 15 | EACH | 1.00 | 15.00 | 1.00 | 15.00 | 2.00 | 30.00 | ||
| 735-02 | mailbox supports (single) | 11 | EACH | 125.00 | 1,375.00 | 130.00 | 1,430.00 | 160.00 | 1,760.00 | ||
| 735-03 | mailbox supports (double) | 2 | EACH | 175.00 | 350.00 | 180.00 | 360.00 | 250.00 | 500.00 | ||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 16,000.00 | 16,000.00 | 11,250.00 | 11,250.00 | ||
| S-001 | roadway reinforcing mesh (complete road system) | 424 | SQYD | 7.50 | 3,180.00 | 10.00 | 4,240.00 | 10.00 | 4,240.00 | ||
| S-002 | saw cutting | 15,900 | INFT | 0.01 | 159.00 | 0.15 | 2,385.00 | 2.00 | 31,800.00 | ||
| S-003 | cleaning existing ditches | 40 | LNFT | 10.00 | 400.00 | 30.00 | 1,200.00 | 38.50 | 1,540.00 | ||
| S-004 | dressing project shoulders | lump | LUMP | 36,000.00 | 36,000.00 | 26,000.00 | 26,000.00 | 25,000.00 | 25,000.00 | ||
| CONTRACTOR TOTAL | 1,201,089.16 | 1,259,381.46 | 1,363,980.41 | ||||||||