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| DBE GOAL FED | |||
| Lead Project: 008-04-0059 | |||
| Parish: ST LANDRY | |||
| Routes: US 190 | |||
| Description: W. END ATCHAFALAYA RB - 0.32 MI W. LA 3174 | |||
| Type Const:
grading, cold planing asphaltic concrete, superpave asphaltic concrete overlay, pavement patching, ultra thin hmac, and related work. | |||
| Estimated Construction Cost: $1,290,653.80 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 21982 | FORBY CONTRACTING, INC. | $1,473,679.24 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,623,402.97 |
| 3 | 34356 | PRAIRIE CONTRACTORS INC. | $1,732,538.72 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - FORBY CONTRACTING, INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - PRAIRIE CONTRACTORS INC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-H | removal of guard rail | 360 | LNFT | 10.00 | 3,600.00 | 15.00 | 5,400.00 | 20.00 | 7,200.00 | ||
| 203-07 | borrow (vehicular measurement) | 309 | CUYD | 25.00 | 7,725.00 | 15.00 | 4,635.00 | 25.00 | 7,725.00 | ||
| 502-01 | superpave asphaltic concrete | 4,786.9 | TON | 103.00 | 493,050.70 | 99.00 | 473,903.10 | 115.00 | 550,493.50 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
255.0 | TON | 150.00 | 38,250.00 | 120.00 | 30,600.00 | 150.00 | 38,250.00 | ||
| 509-01 | cold planing asphaltic pavement | 17,786 | SQYD | 2.00 | 35,572.00 | 3.00 | 53,358.00 | 2.90 | 51,579.40 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 495 | CUYD | 1.00 | - 495.00 | 0.01 | - 4.95 | 0.01 | - 4.95 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 100 | SQYD | 200.00 | 20,000.00 | 94.00 | 9,400.00 | 200.00 | 20,000.00 | ||
| 510-02 | pavement widening | 50.0 | SQYD | 225.00 | 11,250.00 | 135.00 | 6,750.00 | 225.00 | 11,250.00 | ||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
25,146 | LNFT | 1.50 | 37,719.00 | 2.00 | 50,292.00 | 1.50 | 37,719.00 | ||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
22,057 | LNFT | 1.75 | 38,599.75 | 2.40 | 52,936.80 | 1.75 | 38,599.75 | ||
| 602-03 | cleaning and sealing random cracks | 1,281 | LNFT | 2.50 | 3,202.50 | 3.60 | 4,611.60 | 2.50 | 3,202.50 | ||
| 602-05-K-01 | full depth patching of jointed conc pvmt (10" thick) (16.0 sq yds & under) |
283.9 | SQYD | 135.00 | 38,326.50 | 185.00 | 52,521.50 | 150.00 | 42,585.00 | ||
| 602-05-K-02 | full depth patching of jointed conc pvmt (10" thick) (16.1-48.0 sq yds) |
210.2 | SQYD | 125.00 | 26,275.00 | 175.00 | 36,785.00 | 150.00 | 31,530.00 | ||
| 602-05-K-03 | full depth patching of jointed conc pvmt (10" thick) (48.1 sq yds & over) |
725.9 | SQYD | 120.00 | 87,108.00 | 165.00 | 119,773.50 | 125.00 | 90,737.50 | ||
| 602-08 | grinding concrete pavement | 1,111.1 | SQYD | 18.00 | 19,999.80 | 11.00 | 12,222.10 | 10.00 | 11,111.00 | ||
| 602-10 | longitudinal shoulder joints | 3,407 | LNFT | 1.35 | 4,599.45 | 3.00 | 10,221.00 | 2.00 | 6,814.00 | ||
| 704-03 | blocked out guard rail | 237.6 | LNFT | 17.25 | 4,098.60 | 28.00 | 6,652.80 | 17.25 | 4,098.60 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 50.0 | LNFT | 55.00 | 2,750.00 | 50.00 | 2,500.00 | 55.00 | 2,750.00 | ||
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 2,000.00 | 4,000.00 | 1,700.00 | 3,400.00 | 2,000.00 | 4,000.00 | ||
| 707-01 | concrete curb | 300.0 | LNFT | 12.00 | 3,600.00 | 30.00 | 9,000.00 | 60.00 | 18,000.00 | ||
| 707-03 | combination concrete curb & gutter | 150.0 | LNFT | 49.00 | 7,350.00 | 50.00 | 7,500.00 | 75.00 | 11,250.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | 115,000.00 | 115,000.00 | ||
| 713-02-C | temporary pavement markings (8" width) | 2,022 | LNFT | 0.30 | 606.60 | 0.40 | 808.80 | 0.20 | 404.40 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.818 | MILE | 500.00 | 2,909.00 | 300.00 | 1,745.40 | 400.00 | 2,327.20 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.909 | MILE | 275.00 | 799.98 | 350.00 | 1,018.15 | 300.00 | 872.70 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 5.223 | MILE | 495.00 | 2,585.39 | 590.00 | 3,081.57 | 1.00 | 5.22 | ||
| 713-05-A | temporary pavement legends and symbols (arrow) | 1 | EACH | 50.00 | 50.00 | 60.00 | 60.00 | 50.00 | 50.00 | ||
| 713-05-C | temporary pavement legends and symbols (only) | 1 | EACH | 50.00 | 50.00 | 60.00 | 60.00 | 50.00 | 50.00 | ||
| 727-01 | mobilization | lump | LUMP | 140,000.00 | 140,000.00 | 120,000.00 | 120,000.00 | 180,000.00 | 180,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 85.00 | 340.00 | 75.00 | 300.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,651 | EACH | 5.10 | 8,420.10 | 6.00 | 9,906.00 | 4.75 | 7,842.25 | ||
| 732-01-C | plastic pavement striping (8" width) | 2,022 | LNFT | 0.85 | 1,718.70 | 1.00 | 2,022.00 | 1.00 | 2,022.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 5.223 | MILE | 2,490.00 | 13,005.27 | 3,000.00 | 15,669.00 | 2,300.00 | 12,012.90 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.909 | MILE | 780.00 | 2,269.02 | 900.00 | 2,618.10 | 750.00 | 2,181.75 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 1 | EACH | 175.00 | 175.00 | 200.00 | 200.00 | 150.00 | 150.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 1 | EACH | 195.00 | 195.00 | 230.00 | 230.00 | 150.00 | 150.00 | ||
| 732-05 | removal of existing markings | 1.495 | MILE | 5,725.00 | 8,558.88 | 6,700.00 | 10,016.50 | 4,000.00 | 5,980.00 | ||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 3,000.00 | 3,000.00 | ||
| S-001 | rumble strips (ground-in) | 2.0 | MILE | 1,475.00 | 2,950.00 | 1,700.00 | 3,400.00 | 6,000.00 | 12,000.00 | ||
| S-002 | raising and/or under-sealing concrete slabs | 2,000 | LBS | 6.00 | 12,000.00 | 5.50 | 11,000.00 | 10.00 | 20,000.00 | ||
| S-003 | ultra-thin hmac wearing course system | 36,530 | SQYD | 8.50 | 310,505.00 | 9.00 | 328,770.00 | 10.00 | 365,300.00 | ||
| S-004 | dynamic message sign unit | 2 | EACH | 10,000.00 | 20,000.00 | 15,000.00 | 30,000.00 | 7,000.00 | 14,000.00 | ||
| CONTRACTOR TOTAL | 1,473,679.24 | 1,623,402.97 | 1,732,538.72 | ||||||||