| |||
| Lead Project: 026-10-0025 | |||
| Parish: OUACHITA | |||
| Routes: LA 15 | |||
| Description: JCT US 165 TO JCT US 165 BUSINESS | |||
| Type Const:
cold planing asphaltic concrete pavement, pavement patching, superpave asphaltic concrete overlay, and work. | |||
| Estimated Construction Cost: $1,120,835.32 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $1,364,002.53 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,391,481.56 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,510,592.88 |
| 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 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 25,000.00 | 25,000.00 | 19,000.00 | 19,000.00 | 50,000.00 | 50,000.00 | ||
| 202-02-D | removal of concrete walks & drives | 243 | SQYD | 25.00 | 6,075.00 | 34.00 | 8,262.00 | 40.00 | 9,720.00 | ||
| 202-02-E | removal of concrete curbs | 356.0 | LNFT | 10.00 | 3,560.00 | 11.00 | 3,916.00 | 20.00 | 7,120.00 | ||
| 202-02-F | removal of concrete combination curb & gutter | 778.7 | LNFT | 15.00 | 11,680.50 | 17.00 | 13,237.90 | 25.00 | 19,467.50 | ||
| 502-01 | superpave asphaltic concrete | 4,826.4 | TON | 106.00 | 511,598.40 | 103.00 | 497,119.20 | 125.00 | 603,300.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
434.1 | TON | 132.00 | 57,301.20 | 225.00 | 97,672.50 | 175.00 | 75,967.50 | ||
| 509-01 | cold planing asphaltic pavement | 47,821 | SQYD | 3.00 | 143,463.00 | 3.50 | 167,373.50 | 2.95 | 141,071.95 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,997 | CUYD | 0.01 | - 19.97 | 0.10 | - 199.70 | 0.01 | - 19.97 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 156 | SQYD | 200.00 | 31,200.00 | 268.00 | 41,808.00 | 190.00 | 29,640.00 | ||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
13,878 | LNFT | 2.20 | 30,531.60 | 2.75 | 38,164.50 | 1.50 | 20,817.00 | ||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
5,568 | LNFT | 2.65 | 14,755.20 | 3.25 | 18,096.00 | 1.70 | 9,465.60 | ||
| 602-05-G-01 | full depth patching of jointed conc pvmt (8" thick) (16.0 sq yds & under) |
121.7 | SQYD | 180.00 | 21,906.00 | 275.00 | 33,467.50 | 180.00 | 21,906.00 | ||
| 602-05-G-02 | full depth patching of jointed conc pvmt (8" thick) (16.1-48.0 sq yds) |
157.4 | SQYD | 165.00 | 25,971.00 | 250.00 | 39,350.00 | 170.00 | 26,758.00 | ||
| 602-05-G-03 | full depth patching of jointed conc pvmt (8" thick) (48.1 sq yds & over) |
173.3 | SQYD | 155.00 | 26,861.50 | 225.00 | 38,992.50 | 150.00 | 25,995.00 | ||
| 702-04-A | adjusting manholes | 2 | EACH | 2,000.00 | 4,000.00 | 3,500.00 | 7,000.00 | 875.00 | 1,750.00 | ||
| 702-04-B | adjusting catch basins | 10 | EACH | 3,500.00 | 35,000.00 | 5,750.00 | 57,500.00 | 875.00 | 8,750.00 | ||
| 706-01-A | concrete walk (4" thick) | 379.1 | SQYD | 75.00 | 28,432.50 | 100.00 | 37,910.00 | 75.00 | 28,432.50 | ||
| 706-02-C | concrete drive (6" thick) | 9.6 | SQYD | 100.00 | 960.00 | 125.00 | 1,200.00 | 200.00 | 1,920.00 | ||
| 707-01 | concrete curb | 248.5 | LNFT | 30.00 | 7,455.00 | 38.00 | 9,443.00 | 25.00 | 6,212.50 | ||
| 707-03 | combination concrete curb & gutter | 401.1 | LNFT | 45.00 | 18,049.50 | 60.00 | 24,066.00 | 44.00 | 17,648.40 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 136,000.00 | 136,000.00 | 45,000.00 | 45,000.00 | 115,000.00 | 115,000.00 | ||
| 713-02-E | temporary pavement markings (24" width) | 1,142 | LNFT | 3.00 | 3,426.00 | 0.83 | 947.86 | 1.30 | 1,484.60 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
3.052 | MILE | 250.00 | 763.00 | 200.00 | 610.40 | 440.00 | 1,342.88 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.106 | MILE | 350.00 | 2,137.10 | 400.00 | 2,442.40 | 620.00 | 3,785.72 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 12.210 | MILE | 450.00 | 5,494.50 | 700.00 | 8,547.00 | 990.00 | 12,087.90 | ||
| 727-01 | mobilization | lump | LUMP | 136,000.00 | 136,000.00 | 125,000.00 | 125,000.00 | 145,000.00 | 145,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 2,688 | EACH | 9.00 | 24,192.00 | 6.00 | 16,128.00 | 6.50 | 17,472.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 571 | LNFT | 12.00 | 6,852.00 | 4.00 | 2,284.00 | 5.00 | 2,855.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 7.857 | MILE | 3,500.00 | 27,499.50 | 2,600.00 | 20,428.20 | 3,400.00 | 26,713.80 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.929 | MILE | 2,000.00 | 7,858.00 | 1,200.00 | 4,714.80 | 1,000.00 | 3,929.00 | ||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 75,000.00 | 75,000.00 | ||
| CONTRACTOR TOTAL | 1,364,002.53 | 1,391,481.56 | 1,510,592.88 | ||||||||