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| Lead Project: 856-02-0015 | |||
| Parish: UNION | |||
| Routes: LA 552 | |||
| Description: JCT. ROCKY BRANCH ROAD - SOUTH JCT. LA 15 | |||
| Type Const:
grading, lime trmt, in-place cement stabilized base course, superpave asphaltic concrete pavement and related work. | |||
| Estimated Construction Cost: $2,288,887.20 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $2,485,673.52 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,499,508.12 |
| 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 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | ||||
| 202-02-D | removal of concrete walks & drives | 367 | SQYD | 12.00 | 4,404.00 | 15.00 | 5,505.00 | ||||
| 202-02-H | removal of guard rail | 351 | LNFT | 10.00 | 3,510.00 | 6.00 | 2,106.00 | ||||
| 203-08 | borrow (vehicular measurement) | 1,589 | CUYD | 14.00 | 22,246.00 | 14.00 | 22,246.00 | ||||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 3,715 | CUYD | 8.50 | 31,577.50 | 14.00 | 52,010.00 | ||||
| 304-01 | lime | 75.96 | TON | 142.00 | 10,786.32 | 175.00 | 13,293.00 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 8,038 | SQYD | 2.50 | 20,095.00 | 2.50 | 20,095.00 | ||||
| 308-01-A | in-place cement treated base course (12" thick) | 81,542.8 | SQYD | 8.10 | 660,496.68 | 9.00 | 733,885.20 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
135 | CUYD | 100.00 | 13,500.00 | 95.00 | 12,825.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 929.1 | CUYD | 15.00 | 13,936.50 | 60.00 | 55,746.00 | ||||
| 502-01 | superpave asphaltic concrete | 12,829.4 | TON | 86.00 | 1,103,328.40 | 86.00 | 1,103,328.40 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
748.7 | TON | 108.00 | 80,859.60 | 135.00 | 101,074.50 | ||||
| 704-03 | blocked out guard rail | 137.6 | LNFT | 20.00 | 2,752.00 | 25.00 | 3,440.00 | ||||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 50.0 | LNFT | 45.00 | 2,250.00 | 48.00 | 2,400.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 45.00 | 4,500.00 | 57.00 | 5,700.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,200.00 | 8,800.00 | 2,400.00 | 9,600.00 | ||||
| 706-02-C | concrete drive (6" thick) | 300.7 | SQYD | 65.00 | 19,545.50 | 70.00 | 21,049.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 90,000.00 | 90,000.00 | 15,000.00 | 15,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
12.988 | MILE | 250.00 | 3,247.00 | 168.00 | 2,181.98 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
1.626 | MILE | 1.00 | 1.63 | 380.00 | 617.88 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 24.736 | MILE | 1.00 | 24.74 | 760.00 | 18,799.36 | ||||
| 716-01-A | mulch (vegetative) | 12.51 | ACRE | 850.00 | 10,633.50 | 850.00 | 10,633.50 | ||||
| 717-01 | seeding | 563 | LB | 10.00 | 5,630.00 | 11.00 | 6,193.00 | ||||
| 718-01 | fertilizer | 12,510 | LB | 0.40 | 5,004.00 | 0.50 | 6,255.00 | ||||
| 727-01 | mobilization | lump | LUMP | 188,000.00 | 188,000.00 | 165,000.00 | 165,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 85.00 | 680.00 | 90.00 | 720.00 | ||||
| 731-02 | reflectorized raised pavement markers | 859 | EACH | 6.50 | 5,583.50 | 6.00 | 5,154.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 12.368 | MILE | 3,200.00 | 39,577.60 | 2,700.00 | 33,393.60 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.813 | MILE | 850.00 | 691.05 | 900.00 | 731.70 | ||||
| 735-01 | mailboxes | 63 | EACH | 1.00 | 63.00 | 25.00 | 1,575.00 | ||||
| 735-02 | mailbox supports (single) | 43 | EACH | 150.00 | 6,450.00 | 150.00 | 6,450.00 | ||||
| 735-03 | mailbox supports (double) | 10 | EACH | 250.00 | 2,500.00 | 250.00 | 2,500.00 | ||||
| 740-01 | construction layout | lump | LUMP | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 55,000.00 | 55,000.00 | 15,000.00 | 15,000.00 | ||||
| CONTRACTOR TOTAL | 2,485,673.52 | 2,499,508.12 | |||||||||