| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 455-01-0049 | |||
| Parish: LAFAYETTE | |||
| Routes: I-49 | |||
| Description: I-10 - ST. LANDRY PARISH LINE | |||
| Type Const:
grading, drainage struct., portland cement concrete pavement patching, cold planing asphaltic concrete, asphaltic surface trmt., superpave asphaltic concrete overlay, & related work. | |||
| Estimated Construction Cost: $5,573,413.99 | |||
| Maximum Number of Days Allowed for Construction: 400 | |||
| Calculated Daily User Cost: $15,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $7,261,604.39 | 165 | $9,736,604.39 |
| 2 | 04089 | H & S CONSTRUCTION CO., INC. | $5,964,362.88 | 260 | $9,864,362.88 |
| 3 | 34356 | PRAIRIE CONTRACTORS INC. | $11,048,346.03 | 350 | $16,298,346.03 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - H & S CONSTRUCTION CO., INC. |
- 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 | 3,616 | LNFT | 12.00 | 43,392.00 | 5.00 | 18,080.00 | 30.00 | 108,480.00 | ||
| 203-07 | borrow (vehicular measurement) | 9,816 | CUYD | 18.00 | 176,688.00 | 14.00 | 137,424.00 | 50.00 | 490,800.00 | ||
| 502-01 | superpave asphaltic concrete | 17,417.0 | TON | 110.00 | 1,915,870.00 | 85.00 | 1,480,445.00 | 125.00 | 2,177,125.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,100.6 | TON | 150.00 | 315,090.00 | 120.00 | 252,072.00 | 200.00 | 420,120.00 | ||
| 507-01 | asphaltic material (type c) | 77,534 | GAL | 2.40 | 186,081.60 | 1.87 | 144,988.58 | 4.00 | 310,136.00 | ||
| 507-02-B | aggregate (s2) | 189,107 | SQYD | 1.30 | 245,839.10 | 1.16 | 219,364.12 | 2.00 | 378,214.00 | ||
| 509-01 | cold planing asphaltic pavement | 158,335 | SQYD | 1.50 | 237,502.50 | 1.65 | 261,252.75 | 3.00 | 475,005.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 6,597 | CUYD | 0.01 | - 65.97 | 0.01 | - 65.97 | 0.01 | - 65.97 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 682 | SQYD | 198.00 | 135,036.00 | 150.00 | 102,300.00 | 200.00 | 136,400.00 | ||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
81,878 | LNFT | 1.50 | 122,817.00 | 1.50 | 122,817.00 | 2.00 | 163,756.00 | ||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
60,485 | LNFT | 1.80 | 108,873.00 | 1.70 | 102,824.50 | 2.00 | 120,970.00 | ||
| 602-03 | cleaning and sealing random cracks | 2,150 | LNFT | 3.40 | 7,310.00 | 3.30 | 7,095.00 | 5.00 | 10,750.00 | ||
| 602-05-K-01 | full depth patching of jointed conc pvmt (10" thick) (16.0 sq yds & under) |
76.7 | SQYD | 260.00 | 19,942.00 | 247.50 | 18,983.25 | 300.00 | 23,010.00 | ||
| 602-05-K-02 | full depth patching of jointed conc pvmt (10" thick) (16.1-48.0 sq yds) |
400.5 | SQYD | 230.00 | 92,115.00 | 220.00 | 88,110.00 | 250.00 | 100,125.00 | ||
| 602-08 | grinding concrete pavement | 186.7 | SQYD | 17.00 | 3,173.90 | 23.00 | 4,294.10 | 100.00 | 18,670.00 | ||
| 602-10 | longitudinal shoulder joints | 143,645 | LNFT | 1.70 | 244,196.50 | 1.54 | 221,213.30 | 2.00 | 287,290.00 | ||
| 701-10-I | reinforced concrete pipe (extension) (24") | 4 | LNFT | 350.00 | 1,400.00 | 380.00 | 1,520.00 | 1,000.00 | 4,000.00 | ||
| 701-15 | concrete collar | 1 | EACH | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 | ||
| 704-03 | blocked out guard rail | 5,500.0 | LNFT | 20.00 | 110,000.00 | 18.70 | 102,850.00 | 30.00 | 165,000.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 550.0 | LNFT | 63.00 | 34,650.00 | 64.00 | 35,200.00 | 100.00 | 55,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 22 | EACH | 2,400.00 | 52,800.00 | 2,200.00 | 48,400.00 | 3,000.00 | 66,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 500,000.00 | 500,000.00 | 225,000.00 | 225,000.00 | 1,250,000.00 | 1,250,000.00 | ||
| 713-03-A | temporary pavement markings (broken line) (4" width) (4' length) |
10.514 | MILE | 400.00 | 4,205.60 | 360.00 | 3,785.04 | 1,000.00 | 10,514.00 | ||
| 713-03-B | temporary pavement markings (broken line) (4" width) (10' length) |
10.514 | MILE | 800.00 | 8,411.20 | 396.00 | 4,163.54 | 500.00 | 5,257.00 | ||
| 713-04-A | temporary pavement markings (solid line) (4" width) | 20.962 | MILE | 830.00 | 17,398.46 | 792.00 | 16,601.90 | 1,000.00 | 20,962.00 | ||
| 726-01 | bedding material | 0.9 | CUYD | 160.00 | 144.00 | 125.00 | 112.50 | 2,000.00 | 1,800.00 | ||
| 727-01 | mobilization | lump | LUMP | 720,000.00 | 720,000.00 | 425,000.00 | 425,000.00 | 1,250,000.00 | 1,250,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 22 | EACH | 85.00 | 1,870.00 | 77.00 | 1,694.00 | 150.00 | 3,300.00 | ||
| 731-02 | reflectorized raised pavement markers | 5,239 | EACH | 5.90 | 30,910.10 | 5.61 | 29,390.79 | 7.00 | 36,673.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 15,434 | LNFT | 1.10 | 16,977.40 | 1.00 | 15,434.00 | 3.00 | 46,302.00 | ||
| 732-01-D | plastic pavement striping (12" width) | 24 | LNFT | 1.50 | 36.00 | 1.50 | 36.00 | 4.00 | 96.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 6,443 | LNFT | 3.10 | 19,973.30 | 3.00 | 19,329.00 | 30.00 | 193,290.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 50.058 | MILE | 3,900.00 | 195,226.20 | 2,695.00 | 134,906.31 | 4,000.00 | 200,232.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 22.060 | MILE | 1,100.00 | 24,266.00 | 1,092.00 | 24,089.52 | 1,500.00 | 33,090.00 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 7 | EACH | 175.00 | 1,225.00 | 171.00 | 1,197.00 | 200.00 | 1,400.00 | ||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 5 | EACH | 240.00 | 1,200.00 | 231.00 | 1,155.00 | 300.00 | 1,500.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 7 | EACH | 190.00 | 1,330.00 | 190.00 | 1,330.00 | 300.00 | 2,100.00 | ||
| 732-04-F | plastic pavement legends & symbols (ok) | 1 | EACH | 450.00 | 450.00 | 429.00 | 429.00 | 400.00 | 400.00 | ||
| 732-05 | removal of existing markings | 15.090 | MILE | 5,700.00 | 86,013.00 | 5,445.00 | 82,165.05 | 8,000.00 | 120,720.00 | ||
| 739-01 | hydro-seeding | 10.52 | ACRE | 2,100.00 | 22,092.00 | 1,155.00 | 12,150.60 | 2,000.00 | 21,040.00 | ||
| 740-01 | construction layout | lump | LUMP | 125,000.00 | 125,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | ||
| S-001 | raising and/or undersealing approach slabs | 40,700 | LB | 4.60 | 187,220.00 | 4.40 | 179,080.00 | 6.00 | 244,200.00 | ||
| S-002 | saw cutting | 2,000 | INFT | 0.80 | 1,600.00 | 1.10 | 2,200.00 | 5.00 | 10,000.00 | ||
| S-003 | ultra-thin hmac wearing course system (0.75 inch thick) | 158,335 | SQYD | 7.30 | 1,155,845.50 | 7.60 | 1,203,346.00 | 11.00 | 1,741,685.00 | ||
| S-004 | radar traffic sensor and recorder system | 1 | EACH | 26,000.00 | 26,000.00 | 28,000.00 | 28,000.00 | 40,000.00 | 40,000.00 | ||
| S-005 | dynamic message sign unit | 4 | EACH | 15,000.00 | 60,000.00 | 20,900.00 | 83,600.00 | 50,000.00 | 200,000.00 | ||
| ITEM TOTAL (CONSTRUCTION BID) | 7,261,604.39 | 5,964,362.88 | 11,048,346.03 | ||||||||
| NUMBER OF DAYS BID AT $15,000 PER DAY. | 2,475,000.00 | 3,900,000.00 | 5,250,000.00 | ||||||||
| TOTAL BID | 9,736,604.39 | 9,864,362.88 | 16,298,346.03 | ||||||||