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| Lead Project: 266-01-0036 | |||
| Parish: ASCENSION, ST JAMES | |||
| Routes: LA 22, LA 70 | |||
| Description: LA 70 TO I-10 & LA 70 AT LA 3125 | |||
| Type Const:
grading, cold planing asphaltic concrete, class ii base course, superpave asphaltic concrete overlay, and related work. | |||
| Estimated Construction Cost: $1,018,508.78 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $1,248,923.28 |
| 2 | 00481 | COASTAL BRIDGE CO., L.L.C. | $1,284,420.95 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 2 - COASTAL BRIDGE CO., L.L.C. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 312 | SQYD | 12.00 | 3,744.00 | 25.00 | 7,800.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 4,331.4 | SQYD | 8.00 | 34,651.20 | 15.00 | 64,971.00 | ||||
| 203-08 | borrow (vehicular measurement) | 6,427 | CUYD | 16.00 | 102,832.00 | 18.00 | 115,686.00 | ||||
| 204-02 | temporary hay or straw bales | 98 | EACH | 10.00 | 980.00 | 12.00 | 1,176.00 | ||||
| 204-06 | temporary silt fencing | 4,805 | LNFT | 2.00 | 9,610.00 | 1.50 | 7,207.50 | ||||
| 302-02-B | class ii base course (8 1/2" thick) (crushed stone or recycled pccp only) |
4,133.8 | SQYD | 29.00 | 119,880.20 | 35.00 | 144,683.00 | ||||
| 302-02-D | class ii base course (12" thick)(crushed stone or recycled pccp only) |
4,319.4 | SQYD | 32.00 | 138,220.80 | 45.00 | 194,373.00 | ||||
| 502-01 | superpave asphaltic concrete | 4,057.2 | TON | 85.00 | 344,862.00 | 86.00 | 348,919.20 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
44.6 | TON | 200.00 | 8,920.00 | 125.00 | 5,575.00 | ||||
| 509-01 | cold planing asphaltic pavement | 15,680 | SQYD | 4.00 | 62,720.00 | 3.75 | 58,800.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 392 | CUYD | 0.01 | - 3.92 | 1.00 | - 392.00 | ||||
| 701-01-M | cross drain pipe (36" rcp) | 152 | LNFT | 225.00 | 34,200.00 | 230.00 | 34,960.00 | ||||
| 701-05-I | side drain pipe (24") | 32 | LNFT | 100.00 | 3,200.00 | 110.00 | 3,520.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 32 | LNFT | 150.00 | 4,800.00 | 110.00 | 3,520.00 | ||||
| 701-10-M | reinforced concrete pipe (extension)(36") | 24 | LNFT | 225.00 | 5,400.00 | 230.00 | 5,520.00 | ||||
| 701-15 | concrete collar | 4 | EACH | 600.00 | 2,400.00 | 600.00 | 2,400.00 | ||||
| 706-03-C | incidental concrete paving (6" thick) | 21.2 | SQYD | 90.00 | 1,908.00 | 60.00 | 1,272.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 75,000.00 | 75,000.00 | 15,000.00 | 15,000.00 | ||||
| 713-03-C | temporary pavement markings (8" width) | 4,882 | LNFT | 0.35 | 1,708.70 | 0.50 | 2,441.00 | ||||
| 713-03-E | temporary pavement markings (24" width) | 1,327 | LNFT | 0.50 | 663.50 | 1.50 | 1,990.50 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
2.620 | MILE | 500.00 | 1,310.00 | 350.00 | 917.00 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
0.306 | MILE | 100.00 | 30.60 | 400.00 | 122.40 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 4.295 | MILE | 100.00 | 429.50 | 750.00 | 3,221.25 | ||||
| 713-06-A | temporary pavement legends and symbols (arrow) | 10 | EACH | 25.00 | 250.00 | 60.00 | 600.00 | ||||
| 713-06-C | temporary pavement legends and symbols (only) | 8 | EACH | 25.00 | 200.00 | 60.00 | 480.00 | ||||
| 724-01-B | pavement patching (12" minimum thickness) | 39 | SQYD | 100.00 | 3,900.00 | 100.00 | 3,900.00 | ||||
| 724-01-C | pavement patching (18" minimum thickness) | 53 | SQYD | 150.00 | 7,950.00 | 200.00 | 10,600.00 | ||||
| 726-01 | bedding material | 118.4 | CUYD | 45.00 | 5,328.00 | 50.00 | 5,920.00 | ||||
| 727-01 | mobilization | lump | LUMP | 75,000.00 | 75,000.00 | 100,000.00 | 100,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 12 | EACH | 60.00 | 720.00 | 100.00 | 1,200.00 | ||||
| 731-02 | reflectorized raised pavement markers | 1,054 | EACH | 6.00 | 6,324.00 | 5.25 | 5,533.50 | ||||
| 732-01-C | plastic pavement striping (8" width) | 327 | LNFT | 1.50 | 490.50 | 1.00 | 327.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 663 | LNFT | 3.50 | 2,320.50 | 3.00 | 1,989.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 7.227 | MILE | 2,700.00 | 19,512.90 | 2,500.00 | 18,067.50 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.498 | MILE | 1,100.00 | 547.80 | 950.00 | 473.10 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 10 | EACH | 200.00 | 2,000.00 | 150.00 | 1,500.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 5 | EACH | 200.00 | 1,000.00 | 150.00 | 750.00 | ||||
| 735-01 | mailboxes | 4 | EACH | 5.00 | 20.00 | 1.00 | 4.00 | ||||
| 735-02 | mailbox supports (single) | 4 | EACH | 200.00 | 800.00 | 200.00 | 800.00 | ||||
| 736-01 | trenching and backfilling | 600 | LNFT | 6.00 | 3,600.00 | 5.00 | 3,000.00 | ||||
| 736-02 | conduit with conductors (1" pec schedule 80, w/2 - #14 awg conductors) |
720 | LNFT | 9.00 | 6,480.00 | 8.00 | 5,760.00 | ||||
| 736-09 | loop detector | 337 | LNFT | 12.00 | 4,044.00 | 11.00 | 3,707.00 | ||||
| 736-10 | underground junction box | 4 | EACH | 300.00 | 1,200.00 | 250.00 | 1,000.00 | ||||
| 736-12-A | conductor, 2c (loop lead-in, #14 awg) | 324 | LNFT | 2.00 | 648.00 | 1.50 | 486.00 | ||||
| 739-01 | hydro-seeding | 1.72 | ACRE | 1,200.00 | 2,064.00 | 1,050.00 | 1,806.00 | ||||
| 740-01 | construction layout | lump | LUMP | 36,000.00 | 36,000.00 | 15,000.00 | 15,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 | ||||
| S-001 | rumble strips (ground-in) | 1.5 | MILE | 3,500.00 | 5,250.00 | 3,000.00 | 4,500.00 | ||||
| S-002 | dynamic message sign unit | 4 | EACH | 10,200.00 | 40,800.00 | 4,000.00 | 16,000.00 | ||||
| S-003 | ditch relocation | 1,815 | LNFT | 5.00 | 9,075.00 | 15.00 | 27,225.00 | ||||
| S-004 | painting curb (10" width) | 64.4 | LNFT | 30.00 | 1,932.00 | 25.00 | 1,610.00 | ||||
| S-005 | relocate street light (solar powered) | 1 | EACH | 4,000.00 | 4,000.00 | 3,500.00 | 3,500.00 | ||||
| CONTRACTOR TOTAL | 1,248,923.28 | 1,284,420.95 | |||||||||