| |||
| DBE GOAL FED | |||
| Lead Project: 152-02-0010 | |||
| Parish: LASALLE | |||
| Routes: LA 8 | |||
| Description: US 84 - MANIFEST | |||
| Type Const:
grading, drainage structures, cold planing ashpaltic concrete, pavement patching, asphaltic surface treatment, ultra-thin hmac wearing system and related work. | |||
| Estimated Construction Cost: $2,265,111.75 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $1,732,325.15 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,990,990.00 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,032,490.80 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 15,000.00 | 15,000.00 | 8,500.00 | 8,500.00 | 20,000.00 | 20,000.00 | ||
| 202-02-H | removal of guard rail | 1,177 | LNFT | 8.00 | 9,416.00 | 9.00 | 10,593.00 | 15.00 | 17,655.00 | ||
| 203-07 | borrow (vehicular measurement) | 938 | CUYD | 25.00 | 23,450.00 | 28.00 | 26,264.00 | 16.00 | 15,008.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,900 | CUYD | 30.00 | 57,000.00 | 95.00 | 180,500.00 | 85.00 | 161,500.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
423.6 | TON | 150.00 | 63,540.00 | 142.00 | 60,151.20 | 200.00 | 84,720.00 | ||
| 507-01-A | asphaltic material (crs-2p emulsion) | 44,851 | GAL | 4.05 | 181,646.55 | 4.25 | 190,616.75 | 3.50 | 156,978.50 | ||
| 507-02-B | aggregate (s2) | 109,393 | SQYD | 1.15 | 125,801.95 | 1.15 | 125,801.95 | 1.30 | 142,210.90 | ||
| 509-01 | cold planing asphaltic pavement | 1,419 | SQYD | 7.00 | 9,933.00 | 19.00 | 26,961.00 | 15.00 | 21,285.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 21 | CUYD | 0.10 | - 2.10 | 0.10 | - 2.10 | 1.00 | - 21.00 | ||
| 510-01-C | pavement patching (14" minimum thickness) | 648 | SQYD | 145.00 | 93,960.00 | 95.00 | 61,560.00 | 185.00 | 119,880.00 | ||
| 701-05-K | side drain pipe (30") | 220 | LNFT | 85.00 | 18,700.00 | 135.00 | 29,700.00 | 75.00 | 16,500.00 | ||
| 701-15 | concrete collar | 1 | EACH | 600.00 | 600.00 | 450.00 | 450.00 | 1,500.00 | 1,500.00 | ||
| 704-03 | blocked out guard rail | 387.5 | LNFT | 23.00 | 8,912.50 | 24.00 | 9,300.00 | 23.00 | 8,912.50 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 300.0 | LNFT | 58.00 | 17,400.00 | 60.00 | 18,000.00 | 66.00 | 19,800.00 | ||
| 704-10 | guard rail anchor block | 12 | EACH | 1,200.00 | 14,400.00 | 1,250.00 | 15,000.00 | 280.00 | 3,360.00 | ||
| 704-11-B | guard rail end treatment (tangent) | 12 | EACH | 2,500.00 | 30,000.00 | 2,500.00 | 30,000.00 | 2,800.00 | 33,600.00 | ||
| 707-01 | concrete curb | 8.0 | LNFT | 35.00 | 280.00 | 17.00 | 136.00 | 32.00 | 256.00 | ||
| 707-04 | asphaltic curb | 217.0 | LNFT | 50.00 | 10,850.00 | 4.00 | 868.00 | 18.00 | 3,906.00 | ||
| 711-01-C | riprap (30 lb, 15" thick) | 24 | SQYD | 85.00 | 2,040.00 | 135.00 | 3,240.00 | 100.00 | 2,400.00 | ||
| 711-01-D | riprap (55 lb, 18" thick) | 24 | SQYD | 100.00 | 2,400.00 | 210.00 | 5,040.00 | 110.00 | 2,640.00 | ||
| 711-04 | geotextile fabric | 74 | SQYD | 3.00 | 222.00 | 2.25 | 166.50 | 4.00 | 296.00 | ||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 58 | SQYD | 75.00 | 4,350.00 | 80.00 | 4,640.00 | 170.00 | 9,860.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 17,000.00 | 17,000.00 | 15,711.00 | 15,711.00 | 13,000.00 | 13,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
15.320 | MILE | 225.00 | 3,447.00 | 150.00 | 2,298.00 | 400.00 | 6,128.00 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
11.478 | MILE | 150.00 | 1,721.70 | 300.00 | 3,443.40 | 100.00 | 1,147.80 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 44.600 | MILE | 1.00 | 44.60 | 300.00 | 13,380.00 | 100.00 | 4,460.00 | ||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 2,001 | EACH | 1.50 | 3,001.50 | 2.25 | 4,502.25 | 1.50 | 3,001.50 | ||
| 716-01 | mulch | 0.5 | TON | 1,600.00 | 800.00 | 1,600.00 | 800.00 | 1,700.00 | 850.00 | ||
| 717-01 | seeding | 14 | LB | 22.00 | 308.00 | 21.00 | 294.00 | 22.00 | 308.00 | ||
| 718-01 | fertilizer | 320 | LB | 2.00 | 640.00 | 2.20 | 704.00 | 2.30 | 736.00 | ||
| 720-01-B | erosion control system, slope protection (type b) | 320 | SQYD | 3.00 | 960.00 | 2.20 | 704.00 | 2.30 | 736.00 | ||
| 726-01 | bedding material | 92.0 | CUYD | 100.00 | 9,200.00 | 135.00 | 12,420.00 | 86.00 | 7,912.00 | ||
| 727-01 | mobilization | lump | LUMP | 65,000.00 | 65,000.00 | 190,000.00 | 190,000.00 | 120,000.00 | 120,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 24 | EACH | 100.00 | 2,400.00 | 80.00 | 1,920.00 | 90.00 | 2,160.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,013 | EACH | 6.00 | 6,078.00 | 5.00 | 5,065.00 | 5.50 | 5,571.50 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 22.298 | MILE | 2,400.00 | 53,515.20 | 2,600.00 | 57,974.80 | 2,500.00 | 55,745.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.739 | MILE | 1,000.00 | 5,739.00 | 650.00 | 3,730.35 | 900.00 | 5,165.10 | ||
| 732-05 | removal of existing markings | 7.660 | MILE | 3,600.00 | 27,576.00 | 4,500.00 | 34,470.00 | 6,200.00 | 47,492.00 | ||
| 735-01 | mailboxes | 46 | EACH | 5.00 | 230.00 | 1.10 | 50.60 | 10.00 | 460.00 | ||
| 735-02 | mailbox supports (single) | 29 | EACH | 125.00 | 3,625.00 | 115.00 | 3,335.00 | 125.00 | 3,625.00 | ||
| 735-03 | mailbox supports (double) | 5 | EACH | 200.00 | 1,000.00 | 165.00 | 825.00 | 170.00 | 850.00 | ||
| 735-04 | mailbox supports (multiple) | 2 | EACH | 350.00 | 700.00 | 325.00 | 650.00 | 340.00 | 680.00 | ||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 8,000.00 | 8,000.00 | ||
| S-001 | ultra-thin hmac wearing course system (3/4" thick) | 109,393 | SQYD | 7.25 | 793,099.25 | 7.10 | 776,690.30 | 8.00 | 875,144.00 | ||
| S-002 | grinding isolated bumps | lump | LUMP | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 | 18,000.00 | 18,000.00 | ||
| S-003 | sawcuts for pavement patching | 756 | LNFT | 15.00 | 11,340.00 | 6.00 | 4,536.00 | 12.00 | 9,072.00 | ||
| CONTRACTOR TOTAL | 1,732,325.15 | 1,990,990.00 | 2,032,490.80 | ||||||||