| |||
| Lead Project: 053-05-0045 | |||
| Parish: NATCHITOCHES | |||
| Routes: LA 3191 | |||
| Description: JCT. LA 504 - JCT. LA 1 | |||
| Type Const:
grading, cold planing asphaltic concrete, pavement patching, in-place cement treated base course, asphaltic surface treatment,superpave asphaltic conc overlay,and related work | |||
| Estimated Construction Cost: $706,082.73 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $724,620.90 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $855,857.96 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - MADDEN CONTRACTING CO., INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 105 | SQYD | 5.00 | 525.00 | 30.00 | 3,150.00 | ||||
| 203-07 | borrow (vehicular measurement) | 450 | CUYD | 14.00 | 6,300.00 | 20.00 | 9,000.00 | ||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 100 | CUYD | 14.00 | 1,400.00 | 25.00 | 2,500.00 | ||||
| 308-01-A | in-place cement treated base course (12" thick) | 9,233 | SQYD | 12.00 | 110,796.00 | 16.50 | 152,344.50 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
175 | CUYD | 100.00 | 17,500.00 | 90.00 | 15,750.00 | ||||
| 502-01 | superpave asphaltic concrete | 2,727.5 | TON | 109.00 | 297,297.50 | 110.00 | 300,025.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
124.3 | TON | 50.00 | 6,215.00 | 225.00 | 27,967.50 | ||||
| 507-01-A | asphaltic material (crs-2p emulsion) | 10,641 | GAL | 3.90 | 41,499.90 | 5.00 | 53,205.00 | ||||
| 507-02-B | aggregate (s2) | 15,648 | SQYD | 2.25 | 35,208.00 | 3.00 | 46,944.00 | ||||
| 507-02-C | aggregate (s3) | 15,648 | SQYD | 2.10 | 32,860.80 | 2.70 | 42,249.60 | ||||
| 509-01 | cold planing asphaltic pavement | 15,797 | SQYD | 1.39 | 21,957.83 | 1.75 | 27,644.75 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 274 | CUYD | 0.01 | - 2.74 | 0.01 | - 2.74 | ||||
| 510-01-A | pavement patching (6" minimum thickness) | 50 | SQYD | 140.00 | 7,000.00 | 120.00 | 6,000.00 | ||||
| 510-01-B | pavement patching (12" minimum thickness) | 100 | SQYD | 140.00 | 14,000.00 | 130.00 | 13,000.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 30,500.00 | 30,500.00 | 17,250.00 | 17,250.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
2.212 | MILE | 325.00 | 718.90 | 350.00 | 774.20 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
1.048 | MILE | 1.00 | 1.05 | 350.00 | 366.80 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 10.010 | MILE | 1.00 | 10.01 | 470.00 | 4,704.70 | ||||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 584 | EACH | 1.90 | 1,109.60 | 1.00 | 584.00 | ||||
| 716-01-A | mulch (vegetative) | 4.3 | TON | 1,000.00 | 4,300.00 | 700.00 | 3,010.00 | ||||
| 717-01 | seeding | 64 | LB | 10.00 | 640.00 | 9.00 | 576.00 | ||||
| 718-01 | fertilizer | 2,148 | LB | 1.00 | 2,148.00 | 0.75 | 1,611.00 | ||||
| 722-01 | project site laboratory | 1 | EACH | 2,500.00 | 2,500.00 | 20,700.00 | 20,700.00 | ||||
| 727-01 | mobilization | lump | LUMP | 30,500.00 | 30,500.00 | 39,000.00 | 39,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 146 | EACH | 4.50 | 657.00 | 5.50 | 803.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 12 | LNFT | 3.00 | 36.00 | 3.75 | 45.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 4.074 | MILE | 2,500.00 | 10,185.00 | 3,100.00 | 12,629.40 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.349 | MILE | 700.00 | 244.30 | 850.00 | 296.65 | ||||
| 735-01 | mailboxes | 49 | EACH | 1.00 | 49.00 | 1.50 | 73.50 | ||||
| 735-02 | mailbox supports (single) | 26 | EACH | 125.00 | 3,250.00 | 120.00 | 3,120.00 | ||||
| 735-03 | mailbox supports (double) | 12 | EACH | 175.00 | 2,100.00 | 150.00 | 1,800.00 | ||||
| 735-04 | mailbox supports (multiple) | 3 | EACH | 325.00 | 975.00 | 300.00 | 900.00 | ||||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 9,500.00 | 9,500.00 | ||||
| S-001 | saw cutting | 1,900 | INFT | 0.01 | 19.00 | 1.50 | 2,850.00 | ||||
| S-002 | sawcuts in asphaltic concrete lifts | 11,678 | LNFT | 1.25 | 14,597.50 | 0.85 | 9,926.30 | ||||
| S-003 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
11,678 | LNFT | 1.50 | 17,517.00 | 1.60 | 18,684.80 | ||||
| S-004 | general excavation (vehicular measurement) | 625 | CUYD | 0.01 | 6.25 | 11.00 | 6,875.00 | ||||
| CONTRACTOR TOTAL | 724,620.90 | 855,857.96 | |||||||||