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| Lead Project: 332-05-0010 | |||
| Parish: E CARROLL | |||
| Routes: LA 585 | |||
| Description: WEST CARROLL PARISH LINE TO US 65 | |||
| Type Const:
grading, drain struct, in-place cement treated base course, cold planing, superpave asphaltic conrete overlay, and related work. | |||
| Estimated Construction Cost: $1,614,566.29 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $1,950,671.12 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,994,756.24 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
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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 | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-H | removal of guard rail | 303 | LNFT | 10.00 | 3,030.00 | 18.00 | 5,454.00 | ||||
| 203-07 | borrow (vehicular measurement) | 540 | CUYD | 45.00 | 24,300.00 | 36.00 | 19,440.00 | ||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 876 | CUYD | 18.00 | 15,768.00 | 24.00 | 21,024.00 | ||||
| 308-01-A | in-place cement treated base course (12" thick) | 50,528 | SQYD | 12.00 | 606,336.00 | 13.55 | 684,654.40 | ||||
| 308-01-B | in-place cement treated base course (14" thick) | 5,336 | SQYD | 14.00 | 74,704.00 | 16.13 | 86,069.68 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
30 | CUYD | 250.00 | 7,500.00 | 165.00 | 4,950.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 457.9 | CUYD | 65.00 | 29,763.50 | 77.00 | 35,258.30 | ||||
| 502-01 | superpave asphaltic concrete | 5,195.7 | TON | 128.00 | 665,049.60 | 127.00 | 659,853.90 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
98.2 | TON | 200.00 | 19,640.00 | 250.00 | 24,550.00 | ||||
| 507-01-A | asphaltic material (crs-2p emulsion) | 8,659 | GAL | 4.25 | 36,800.75 | 5.35 | 46,325.65 | ||||
| 507-02-C | aggregate (s3) | 27,932 | SQYD | 1.00 | 27,932.00 | 2.00 | 55,864.00 | ||||
| 509-01 | cold planing asphaltic pavement | 642 | SQYD | 15.00 | 9,630.00 | 20.00 | 12,840.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 38 | CUYD | 0.01 | - 0.38 | 0.10 | - 3.80 | ||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 8 | LNFT | 150.00 | 1,200.00 | 135.00 | 1,080.00 | ||||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 52 | LNFT | 225.00 | 11,700.00 | 210.00 | 10,920.00 | ||||
| 701-15 | concrete collar | 3 | EACH | 700.00 | 2,100.00 | 650.00 | 1,950.00 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 50.0 | LNFT | 50.00 | 2,500.00 | 50.00 | 2,500.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 114.0 | LNFT | 65.00 | 7,410.00 | 65.00 | 7,410.00 | ||||
| 704-03 | blocked out guard rail | 50.0 | LNFT | 30.00 | 1,500.00 | 30.00 | 1,500.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,250.00 | 9,000.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 130,000.00 | 130,000.00 | 65,000.00 | 65,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
6.675 | MILE | 250.00 | 1,668.75 | 150.00 | 1,001.25 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.526 | MILE | 200.00 | 1,105.20 | 310.00 | 1,713.06 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 16.398 | MILE | 1.00 | 16.40 | 625.00 | 10,248.75 | ||||
| 713-05-D | temporary pavement legends and symbols (rr crossing) | 6 | EACH | 150.00 | 900.00 | 225.00 | 1,350.00 | ||||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 275 | EACH | 2.00 | 550.00 | 2.25 | 618.75 | ||||
| 716-01-A | mulch (vegetative) | 8.6 | TON | 400.00 | 3,440.00 | 400.00 | 3,440.00 | ||||
| 717-01 | seeding | 194 | LB | 8.00 | 1,552.00 | 8.00 | 1,552.00 | ||||
| 718-01 | fertilizer | 4,314 | LB | 0.45 | 1,941.30 | 0.50 | 2,157.00 | ||||
| 726-01 | bedding material | 14.7 | CUYD | 100.00 | 1,470.00 | 110.00 | 1,617.00 | ||||
| 727-01 | mobilization | lump | LUMP | 190,000.00 | 190,000.00 | 170,000.00 | 170,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 5 | EACH | 100.00 | 500.00 | 80.00 | 400.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 100.00 | 400.00 | 80.00 | 320.00 | ||||
| 731-02 | reflectorized raised pavement markers | 295 | EACH | 16.00 | 4,720.00 | 5.00 | 1,475.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 5.467 | MILE | 4,000.00 | 21,868.00 | 3,000.00 | 16,401.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.842 | MILE | 3,000.00 | 5,526.00 | 650.00 | 1,197.30 | ||||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | EACH | 1,200.00 | 2,400.00 | 450.00 | 900.00 | ||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 10,600.00 | 10,600.00 | ||||
| S-001 | cleaning existing ditches | 375 | LNFT | 18.00 | 6,750.00 | 11.00 | 4,125.00 | ||||
| CONTRACTOR TOTAL | 1,950,671.12 | 1,994,756.24 | |||||||||