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| Lead Project: 853-18-0006 | |||
| Parish: TANGIPAHOA | |||
| Routes: LA 1054 | |||
| Description: JCT.LA 10 - JCT. LA 1058 | |||
| Type Const:
cold planing asphaltic concrete, in-place cement treated base course, pavement widending, superpave asphaltic concrete pavement and related work. | |||
| Estimated Construction Cost: $2,236,307.42 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,432,523.69 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $1,532,227.47 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - BARRIERE 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 | 830 | LNFT | 7.50 | 6,225.00 | 7.00 | 5,810.00 | ||||
| 203-07 | borrow (vehicular measurement) | 1,121 | CUYD | 15.00 | 16,815.00 | 5.00 | 5,605.00 | ||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 4,740 | CUYD | 9.00 | 42,660.00 | 5.00 | 23,700.00 | ||||
| 204-02 | temporary hay or straw bales | 50 | EACH | 30.00 | 1,500.00 | 16.00 | 800.00 | ||||
| 204-06 | temporary silt fencing | 17,290 | LNFT | 2.00 | 34,580.00 | 1.00 | 17,290.00 | ||||
| 303-02 | removal of existing patches | 1,200 | SQYD | 7.00 | 8,400.00 | 1.00 | 1,200.00 | ||||
| 308-01-A | in-place cement treated base course (12" thick) | 58,570 | SQYD | 5.25 | 307,492.50 | 4.75 | 278,207.50 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 200.0 | CUYD | 15.00 | 3,000.00 | 5.00 | 1,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 11,084.5 | TON | 64.00 | 709,408.00 | 80.00 | 886,760.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,125.4 | TON | 1.00 | 1,125.40 | 1.00 | 1,125.40 | ||||
| 509-01 | cold planing asphaltic pavement | 18,740 | SQYD | 2.00 | 37,480.00 | 2.00 | 37,480.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 781 | CUYD | 0.10 | - 78.10 | 20.00 | - 15,620.00 | ||||
| 510-02 | pavement widening (8" thick) | 441.3 | SQYD | 30.00 | 13,239.00 | 35.00 | 15,445.50 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 100.0 | LNFT | 36.00 | 3,600.00 | 53.00 | 5,300.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 610.0 | LNFT | 57.00 | 34,770.00 | 47.00 | 28,670.00 | ||||
| 704-03 | blocked out guard rail | 150.0 | LNFT | 21.00 | 3,150.00 | 21.00 | 3,150.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,375.00 | 9,500.00 | 2,300.00 | 9,200.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 9,000.00 | 9,000.00 | 46,400.00 | 46,400.00 | ||||
| 713-02-E | temporary pavement markings (24" width) | 66 | LNFT | 1.00 | 66.00 | 0.10 | 6.60 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
12.120 | MILE | 147.00 | 1,781.64 | 1.00 | 12.12 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.190 | MILE | 1.00 | 5.19 | 1.00 | 5.19 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 41.610 | MILE | 1.00 | 41.61 | 1.00 | 41.61 | ||||
| 717-01 | seeding | 294 | LB | 11.00 | 3,234.00 | 5.00 | 1,470.00 | ||||
| 718-01 | fertilizer | 9,794 | LB | 0.56 | 5,484.64 | 0.25 | 2,448.50 | ||||
| 722-01 | project site laboratory | 1 | EACH | 2,000.07 | 2,000.07 | 500.00 | 500.00 | ||||
| 727-01 | mobilization | lump | LUMP | 110,500.00 | 110,500.00 | 116,500.00 | 116,500.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 100.00 | 400.00 | ||||
| 731-02 | reflectorized raised pavement markers | 1,463 | EACH | 5.00 | 7,315.00 | 5.25 | 7,680.75 | ||||
| 732-01-E | plastic pavement striping (24" width) | 22 | LNFT | 3.25 | 71.50 | 4.40 | 96.80 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 13.870 | MILE | 2,600.00 | 36,062.00 | 2,200.00 | 30,514.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.730 | MILE | 650.00 | 1,124.50 | 850.00 | 1,470.50 | ||||
| 735-01 | mailboxes | 43 | EACH | 1.18 | 50.74 | 1.00 | 43.00 | ||||
| 735-02 | mailbox supports (single) | 43 | EACH | 140.00 | 6,020.00 | 105.00 | 4,515.00 | ||||
| 740-01 | construction layout | lump | LUMP | 16,600.00 | 16,600.00 | 15,000.00 | 15,000.00 | ||||
| CONTRACTOR TOTAL | 1,432,523.69 | 1,532,227.47 | |||||||||