| |||
| DBE GOAL FED | |||
| Lead Project: 451-06-0124 | |||
| Parish: OUACHITA | |||
| Routes: I-20 | |||
| Description: VANCIL RD. OVERPASS - LA 34 (STELLA) | |||
| Type Const:
cold planing asphaltic pavement, superpave asphaltic conc overlay, concrete joint repair, and related work. | |||
| Estimated Construction Cost: $1,829,078.41 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $2,190,119.67 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,705,644.71 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $3,466,011.96 |
| 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 |
|
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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 | 14,241.8 | TON | 80.00 | 1,139,344.00 | 80.00 | 1,139,344.00 | 99.00 | 1,409,938.20 | ||
| 509-01 | cold planing asphaltic pavement | 129,466 | SQYD | 2.50 | 323,665.00 | 4.00 | 517,864.00 | 6.00 | 776,796.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,604 | CUYD | 0.01 | - 36.04 | 0.10 | - 360.40 | 0.01 | - 36.04 | ||
| 602-05-K-01 | full depth patching of jointed conc pvmt (10" thick) (16.0 sq yds & under) |
100.0 | SQYD | 300.00 | 30,000.00 | 400.00 | 40,000.00 | 500.00 | 50,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 150,000.00 | 150,000.00 | 270,000.00 | 270,000.00 | 250,000.00 | 250,000.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
9.852 | MILE | 230.00 | 2,265.96 | 170.00 | 1,674.84 | 500.00 | 4,926.00 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
9.852 | MILE | 1.00 | 9.85 | 541.00 | 5,329.93 | 600.00 | 5,911.20 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 19.704 | MILE | 1.00 | 19.70 | 1,200.00 | 23,644.80 | 1,200.00 | 23,644.80 | ||
| 727-01 | mobilization | lump | LUMP | 148,000.00 | 148,000.00 | 270,000.00 | 270,000.00 | 300,000.00 | 300,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,302 | EACH | 7.55 | 9,830.10 | 7.00 | 9,114.00 | 6.00 | 7,812.00 | ||
| 732-01-A | plastic pavement striping (4" width) | 2,133 | LNFT | 0.90 | 1,919.70 | 0.58 | 1,237.14 | 0.60 | 1,279.80 | ||
| 732-01-C | plastic pavement striping (8" width) | 3,866 | LNFT | 2.55 | 9,858.30 | 1.18 | 4,561.88 | 1.00 | 3,866.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 1,418 | LNFT | 5.25 | 7,444.50 | 3.54 | 5,019.72 | 3.00 | 4,254.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 19.704 | MILE | 2,675.00 | 52,708.20 | 3,300.00 | 65,023.20 | 2,600.00 | 51,230.40 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 9.852 | MILE | 950.00 | 9,359.40 | 1,600.00 | 15,763.20 | 1,300.00 | 12,807.60 | ||
| 740-01 | construction layout | lump | LUMP | 30,000.00 | 30,000.00 | 85,000.00 | 85,000.00 | 30,000.00 | 30,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 75,000.00 | 75,000.00 | 33,000.00 | 33,000.00 | 300,000.00 | 300,000.00 | ||
| S-001 | cleaning shoulder underdrain outlets | 98 | EACH | 255.00 | 24,990.00 | 370.00 | 36,260.00 | 100.00 | 9,800.00 | ||
| S-002 | replacing shoulder underdrain outlets | 5 | EACH | 525.00 | 2,625.00 | 500.00 | 2,500.00 | 300.00 | 1,500.00 | ||
| S-003 | dynamic message sign unit | 4 | EACH | 6,000.00 | 24,000.00 | 8,200.00 | 32,800.00 | 5,000.00 | 20,000.00 | ||
| S-004 | raising and/or under-sealing approach slabs | 2,200 | LBS | 5.50 | 12,100.00 | 5.25 | 11,550.00 | 6.00 | 13,200.00 | ||
| S-922 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
40,856 | LNFT | 1.75 | 71,498.00 | 1.50 | 61,284.00 | 1.75 | 71,498.00 | ||
| S-923 | sawing and sealing transverse joints in asphaltic concrete overlay |
8,968 | LNFT | 1.75 | 15,694.00 | 1.70 | 15,245.60 | 2.00 | 17,936.00 | ||
| S-927 | sawcuts in asphaltic concrete lifts | 49,824 | LNFT | 1.00 | 49,824.00 | 1.20 | 59,788.80 | 2.00 | 99,648.00 | ||
| CONTRACTOR TOTAL | 2,190,119.67 | 2,705,644.71 | 3,466,011.96 | ||||||||