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| Lead Project: 010-01-0023 | |||
| Parish: NATCHITOCHES | |||
| Routes: US 71 | |||
| Description: US 71 MINOR OVERLAY (CM) | |||
| Type Const: pavement patching, cold planing asphaltic concrete, asphaltic concrete wearing course | |||
| Estimated Construction Cost: $447,814.11 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $447,660.60 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $634,614.60 |
| 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 | ||||
| 502-01 | superpave asphaltic concrete | 2,296.2 | TON | 74.00 | 169,918.80 | 115.00 | 264,063.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
40.0 | TON | 300.00 | 12,000.00 | 220.00 | 8,800.00 | ||||
| 509-01 | cold planing asphaltic pavement | 19,397 | SQYD | 2.30 | 44,613.10 | 1.80 | 34,914.60 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 780 | CUYD | 0.01 | - 7.80 | 0.01 | - 7.80 | ||||
| 510-01-C | pavement patching (10" minimum thickness) | 150 | SQYD | 70.00 | 10,500.00 | 130.00 | 19,500.00 | ||||
| 510-01-D | pavement patching (19" minimum thickness) | 650 | SQYD | 70.00 | 45,500.00 | 140.00 | 91,000.00 | ||||
| 510-03 | pavement joint repair | 45.0 | TON | 250.00 | 11,250.00 | 600.00 | 27,000.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 32,500.00 | 32,500.00 | 5,000.00 | 5,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
2.706 | MILE | 325.00 | 879.45 | 460.00 | 1,244.76 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
1.076 | MILE | 275.00 | 295.90 | 1.00 | 1.08 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 9.956 | MILE | 425.00 | 4,231.30 | 1.00 | 9.96 | ||||
| 727-01 | mobilization | lump | LUMP | 32,500.00 | 32,500.00 | 60,000.00 | 60,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 710 | EACH | 4.50 | 3,195.00 | 6.00 | 4,260.00 | ||||
| 732-01-A | plastic pavement striping (4" width) | 3,160 | LNFT | 0.40 | 1,264.00 | 0.50 | 1,580.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 300 | LNFT | 2.40 | 720.00 | 3.70 | 1,110.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 4.978 | MILE | 2,150.00 | 10,702.70 | 2,700.00 | 13,440.60 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.538 | MILE | 675.00 | 363.15 | 800.00 | 430.40 | ||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 8,000.00 | 8,000.00 | ||||
| S-001 | saw cutting | 34,200 | INFT | 0.01 | 342.00 | 0.75 | 25,650.00 | ||||
| S-002 | sawcuts in asphaltic concrete lifts | 21,000 | LNFT | 1.05 | 22,050.00 | 0.65 | 13,650.00 | ||||
| S-003 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
17,150 | LNFT | 1.38 | 23,667.00 | 2.80 | 48,020.00 | ||||
| S-004 | sawing and sealing transverse joints in asphaltic concrete overlay |
3,860 | LNFT | 1.60 | 6,176.00 | 1.80 | 6,948.00 | ||||
| CONTRACTOR TOTAL | 447,660.60 | 634,614.60 | |||||||||