| |||
| Lead Project: 321-02-0007 | |||
| Parish: WINN | |||
| Routes: LA 505 | |||
| Description: JCT. LA 126 - JACKSON PH. LINE | |||
| Type Const:
drainage structures, pavement patching, asphaltic surface treatment, superpave asphaltic concrete overlay, and related work. | |||
| Estimated Construction Cost: $1,429,968.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $1,209,768.15 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,396,081.90 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - MADDEN CONTRACTING CO., INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
|
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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 | 1,500.00 | 1,500.00 | 18,000.00 | 18,000.00 | ||||
| 203-07 | borrow (vehicular measurement) | 52 | CUYD | 20.00 | 1,040.00 | 60.00 | 3,120.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,080 | CUYD | 58.60 | 63,288.00 | 125.00 | 135,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 4,733.2 | TON | 110.50 | 523,018.60 | 98.00 | 463,853.60 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
317.5 | TON | 70.00 | 22,225.00 | 200.00 | 63,500.00 | ||||
| 507-01-A | asphaltic material (crs-2p emulsion) | 26,170 | GAL | 3.36 | 87,931.20 | 3.80 | 99,446.00 | ||||
| 507-02-B | aggregate (s2) | 38,485 | SQYD | 1.48 | 56,957.80 | 1.60 | 61,576.00 | ||||
| 507-02-C | aggregate (s3) | 38,485 | SQYD | 1.35 | 51,954.75 | 1.40 | 53,879.00 | ||||
| 509-01 | cold planing asphaltic pavement | 960 | SQYD | 10.00 | 9,600.00 | 8.80 | 8,448.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 43 | CUYD | 1.00 | - 43.00 | 1.00 | - 43.00 | ||||
| 510-01-B | pavement patching (12" minimum thickness) | 1,700 | SQYD | 70.00 | 119,000.00 | 110.00 | 187,000.00 | ||||
| 701-02-D/D | cross drain pipe arch (24" equiv. rcpa or 24" equiv. cmpa) |
424 | LNFT | 155.00 | 65,720.00 | 200.00 | 84,800.00 | ||||
| 701-02-F/G | cross drain pipe arch (36" equiv. rcpa or 42" equiv. cmpa) |
40 | LNFT | 250.00 | 10,000.00 | 225.00 | 9,000.00 | ||||
| 712-02 | sacked concrete revetment | 10 | SQYD | 100.00 | 1,000.00 | 245.00 | 2,450.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 42,300.00 | 42,300.00 | 27,000.00 | 27,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
3.261 | MILE | 400.00 | 1,304.40 | 450.00 | 1,467.45 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.098 | MILE | 1.00 | 2.10 | 100.00 | 209.80 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 10.702 | MILE | 1.00 | 10.70 | 100.00 | 1,070.20 | ||||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 1,722 | EACH | 1.85 | 3,185.70 | 1.00 | 1,722.00 | ||||
| 716-01-A | mulch (vegetative) | 3.3 | TON | 1,000.00 | 3,300.00 | 475.00 | 1,567.50 | ||||
| 717-01 | seeding | 48 | LB | 15.00 | 720.00 | 7.50 | 360.00 | ||||
| 718-01 | fertilizer | 1,627 | LB | 1.00 | 1,627.00 | 0.50 | 813.50 | ||||
| 726-01 | bedding material | 104.0 | CUYD | 80.00 | 8,320.00 | 67.00 | 6,968.00 | ||||
| 727-01 | mobilization | lump | LUMP | 42,300.00 | 42,300.00 | 65,000.00 | 65,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 22 | EACH | 80.00 | 1,760.00 | 85.00 | 1,870.00 | ||||
| 731-02 | reflectorized raised pavement markers | 430 | EACH | 4.50 | 1,935.00 | 5.90 | 2,537.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 30 | LNFT | 3.00 | 90.00 | 3.75 | 112.50 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 5.351 | MILE | 2,500.00 | 13,377.50 | 4,000.00 | 21,404.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.049 | MILE | 600.00 | 629.40 | 700.00 | 734.30 | ||||
| 735-01 | mailboxes | 27 | EACH | 1.00 | 27.00 | 1.15 | 31.05 | ||||
| 735-02 | mailbox supports (single) | 23 | EACH | 125.00 | 2,875.00 | 140.00 | 3,220.00 | ||||
| 735-03 | mailbox supports (double) | 3 | EACH | 175.00 | 525.00 | 195.00 | 585.00 | ||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | ||||
| S-001 | cleaning existing ditches | 220 | LNFT | 10.00 | 2,200.00 | 10.00 | 2,200.00 | ||||
| S-002 | saw cutting asphaltic concrete pavement | 8,700 | INFT | 0.01 | 87.00 | 1.40 | 12,180.00 | ||||
| S-003 | surface preparation | lump | LUMP | 55,000.00 | 55,000.00 | 45,000.00 | 45,000.00 | ||||
| CONTRACTOR TOTAL | 1,209,768.15 | 1,396,081.90 | |||||||||