| |||
| DBE GOAL FED | |||
| Lead Project: 040-03-0026 | |||
| Parish: GRANT | |||
| Routes: LA 8 | |||
| Description: JCT. US 165 - LASALLE PARISH LINE | |||
| Type Const:
cold planing asphaltic concrete, asphaltic concrete overlay, pavement patching, and related work. | |||
| Estimated Construction Cost: $4,104,213.44 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $3,599,691.26 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $3,652,714.48 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $4,172,174.10 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - D & J CONSTRUCTION CO., INC. |
- 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 | ||||
| 202-02-H | removal of guard rail | 1,268 | LNFT | 6.00 | 7,608.00 | 5.75 | 7,291.00 | 10.00 | 12,680.00 | ||
| 202-02-I | removal of surfacing | 101 | SQYD | 30.00 | 3,030.00 | 15.00 | 1,515.00 | 20.00 | 2,020.00 | ||
| 203-08 | borrow (vehicular measurement) | 7,952 | CUYD | 13.14 | 104,489.28 | 10.00 | 79,520.00 | 18.00 | 143,136.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
207 | CUYD | 50.00 | 10,350.00 | 20.00 | 4,140.00 | 85.00 | 17,595.00 | ||
| 502-01 | superpave asphaltic concrete | 44,681.4 | TON | 63.00 | 2,814,928.20 | 66.50 | 2,971,313.10 | 71.00 | 3,172,379.40 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
761.2 | TON | 125.00 | 95,150.00 | 66.50 | 50,619.80 | 160.00 | 121,792.00 | ||
| 509-01 | cold planing asphaltic pavement | 8,662 | SQYD | 3.00 | 25,986.00 | 2.00 | 17,324.00 | 3.00 | 25,986.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 275 | CUYD | 0.10 | - 27.50 | 0.01 | - 2.75 | 0.01 | - 2.75 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 100.0 | LNFT | 48.00 | 4,800.00 | 45.00 | 4,500.00 | 60.00 | 6,000.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 1,522.0 | LNFT | 58.00 | 88,276.00 | 55.00 | 83,710.00 | 51.00 | 77,622.00 | ||
| 704-03 | blocked out guard rail | 275.0 | LNFT | 20.00 | 5,500.00 | 19.00 | 5,225.00 | 19.00 | 5,225.00 | ||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 100.0 | LNFT | 27.00 | 2,700.00 | 35.00 | 3,500.00 | 38.00 | 3,800.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 58.00 | 11,600.00 | 55.00 | 11,000.00 | 58.00 | 11,600.00 | ||
| 704-11-A | guard rail end treatment (flared) | 12 | EACH | 2,175.00 | 26,100.00 | 2,000.00 | 24,000.00 | 1,865.00 | 22,380.00 | ||
| 707-04 | asphaltic curb | 80.0 | LNFT | 51.00 | 4,080.00 | 70.00 | 5,600.00 | 50.00 | 4,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 5,700.00 | 5,700.00 | 13,000.00 | 13,000.00 | 7,500.00 | 7,500.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
18.786 | MILE | 130.00 | 2,442.18 | 175.00 | 3,287.55 | 400.00 | 7,514.40 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
13.227 | MILE | 1.00 | 13.23 | 160.00 | 2,116.32 | 100.00 | 1,322.70 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 50.557 | MILE | 1.00 | 50.56 | 1.00 | 50.56 | 100.00 | 5,055.70 | ||
| 717-01 | seeding | 390 | LB | 7.00 | 2,730.00 | 7.00 | 2,730.00 | 7.10 | 2,769.00 | ||
| 718-01 | fertilizer | 13,002 | LB | 0.42 | 5,460.84 | 0.30 | 3,900.60 | 0.30 | 3,900.60 | ||
| 721-01 | asphalt mulch | 28,279 | GAL | 0.70 | 19,795.30 | 1.50 | 42,418.50 | 2.55 | 72,111.45 | ||
| 724-01-A | pavement patching (6" minimum thickness) | 600 | SQYD | 40.00 | 24,000.00 | 56.00 | 33,600.00 | 80.00 | 48,000.00 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 1,100 | SQYD | 70.00 | 77,000.00 | 86.00 | 94,600.00 | 125.00 | 137,500.00 | ||
| 727-01 | mobilization | lump | LUMP | 147,000.00 | 147,000.00 | 62,000.00 | 62,000.00 | 80,000.00 | 80,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 12 | EACH | 75.00 | 900.00 | 70.00 | 840.00 | 80.00 | 960.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,207 | EACH | 5.00 | 6,035.00 | 4.00 | 4,828.00 | 4.75 | 5,733.25 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 25.278 | MILE | 2,300.00 | 58,139.40 | 2,100.00 | 53,083.80 | 2,165.00 | 54,726.87 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 6.614 | MILE | 855.00 | 5,654.97 | 500.00 | 3,307.00 | 820.00 | 5,423.48 | ||
| 735-01 | mailboxes | 56 | EACH | 15.00 | 840.00 | 10.00 | 560.00 | 50.00 | 2,800.00 | ||
| 735-02 | mailbox supports (single) | 44 | EACH | 150.00 | 6,600.00 | 135.00 | 5,940.00 | 150.00 | 6,600.00 | ||
| 735-03 | mailbox supports (double) | 11 | EACH | 250.00 | 2,750.00 | 250.00 | 2,750.00 | 200.00 | 2,200.00 | ||
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | 6,500.00 | 6,500.00 | ||
| 744-01 | traffic control management | lump | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 65,000.00 | 65,000.00 | ||
| S-001 | sawcuts in asphaltic concrete lifts | 4,020 | LNFT | 0.90 | 3,618.00 | 0.85 | 3,417.00 | 1.00 | 4,020.00 | ||
| S-002 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
3,040 | LNFT | 1.59 | 4,833.60 | 1.50 | 4,560.00 | 1.50 | 4,560.00 | ||
| S-003 | sawing and sealing transverse joints in asphaltic concrete overlay |
980 | LNFT | 1.59 | 1,558.20 | 1.50 | 1,470.00 | 1.80 | 1,764.00 | ||
| S-004 | saw cutting | 20,000 | inft | 0.25 | 5,000.00 | 0.75 | 15,000.00 | 1.00 | 20,000.00 | ||
| CONTRACTOR TOTAL | 3,599,691.26 | 3,652,714.48 | 4,172,174.10 | ||||||||