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| DBE GOAL FED | |||
| Lead Project: 007-07-0049 | |||
| Parish: ASCENSION | |||
| Routes: US 61 | |||
| Description: JCT. LA 74 - S. JCT. LA 42 | |||
| Type Const:
grading, pavement patching, cold planing asphaltic concrete, class ii base course, superpave asphaltic concrete overlay, and related work. | |||
| Estimated Construction Cost: $4,865,390.05 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | COASTAL BRIDGE CO., L.L.C. | $5,563,926.35 |
| 2 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $6,799,514.25 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COASTAL BRIDGE CO., L.L.C. |
- 2 - BARBER BROS. CONTRACTING 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-G | removal of surfacing & stabilized base | 2,034.3 | SQYD | 15.00 | 30,514.50 | 15.00 | 30,514.50 | ||||
| 202-02-H | removal of guard rail | 1,049 | LNFT | 10.00 | 10,490.00 | 5.00 | 5,245.00 | ||||
| 203-08 | borrow (vehicular measurement) | 3,000 | CUYD | 15.00 | 45,000.00 | 18.00 | 54,000.00 | ||||
| 204-06 | temporary silt fencing | 11,722 | LNFT | 1.50 | 17,583.00 | 1.50 | 17,583.00 | ||||
| 302-02-D-01 | class ii base course (12" thick) (crushed stone or recycled pccp only) |
2,034.3 | SQYD | 30.00 | 61,029.00 | 30.00 | 61,029.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
565 | CUYD | 40.00 | 22,600.00 | 60.00 | 33,900.00 | ||||
| 502-03-A | superpave asphaltic concrete (4 1/2" thick) | 28,870 | SQYD | 21.00 | 606,270.00 | 22.00 | 635,140.00 | ||||
| 507-01-A | asphaltic surface treatment (1 application) | 45,319 | SQYD | 3.00 | 135,957.00 | 3.00 | 135,957.00 | ||||
| 508-01 | asphalt concrete (sma) wearing course | 26,598.0 | TON | 85.00 | 2,260,830.00 | 120.00 | 3,191,760.00 | ||||
| 509-01 | cold planing asphaltic pavement | 191,957 | SQYD | 1.60 | 307,131.20 | 2.00 | 383,914.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 4,799 | CUYD | 1.00 | - 4,799.00 | 0.00 | 0.00 | ||||
| 701-10-G | reinforced concrete pipe (extension) (18" rcp) | 72 | LNFT | 300.00 | 21,600.00 | 120.00 | 8,640.00 | ||||
| 701-15 | concrete collar | 2 | EACH | 800.00 | 1,600.00 | 1,000.00 | 2,000.00 | ||||
| 702-08-A | side drain safety end (type 1) | 2 | EACH | 1,500.00 | 3,000.00 | 2,500.00 | 5,000.00 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 137.6 | LNFT | 48.00 | 6,604.80 | 55.00 | 7,568.00 | ||||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 150.0 | LNFT | 55.00 | 8,250.00 | 65.00 | 9,750.00 | ||||
| 704-03 | blocked out guard rail | 623.8 | LNFT | 17.00 | 10,604.60 | 20.00 | 12,476.00 | ||||
| 704-06 | guard rail anchor sections (trailing end) | 12.6 | LNFT | 75.00 | 945.00 | 100.00 | 1,260.00 | ||||
| 704-06-A | guard rail anchor sections (trailing end) (single thrie beam) |
37.8 | LNFT | 85.00 | 3,213.00 | 100.00 | 3,780.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 7 | EACH | 2,700.00 | 18,900.00 | 1,800.00 | 12,600.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | ||||
| 713-03-C | temporary pavement markings (8" width) | 3,725 | LNFT | 0.50 | 1,862.50 | 1.00 | 3,725.00 | ||||
| 713-03-E | temporary pavement markings (24" width) | 1,325 | LNFT | 1.00 | 1,325.00 | 3.00 | 3,975.00 | ||||
| 713-04-A | temporary pavement markings (broken line) (4" width) (4' length) |
16.650 | MILE | 400.00 | 6,660.00 | 250.00 | 4,162.50 | ||||
| 713-04-B | temporary pavement markings (broken line) (4" width) (10' length) |
34.170 | MILE | 375.00 | 12,813.75 | 375.00 | 12,813.75 | ||||
| 713-05-A | temporary pavement markings (solid line) (4" width) | 88.800 | MILE | 600.00 | 53,280.00 | 620.00 | 55,056.00 | ||||
| 713-06-A | temporary pavement legends and symbols (arrow) | 48 | EACH | 75.00 | 3,600.00 | 65.00 | 3,120.00 | ||||
| 713-06-C | temporary pavement legends and symbols (only) | 24 | EACH | 75.00 | 1,800.00 | 65.00 | 1,560.00 | ||||
| 724-01-A | pavement patching (6" minimum thickness) | 300 | SQYD | 50.00 | 15,000.00 | 40.00 | 12,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 400,000.00 | 400,000.00 | 180,000.00 | 180,000.00 | ||||
| 728-01 | jacked or bored pipe (36" steel casing) (0.75" thick) | 145.0 | LNFT | 700.00 | 101,500.00 | 750.00 | 108,750.00 | ||||
| 729-16-B | object marker assembly (type 2) | 60 | EACH | 70.00 | 4,200.00 | 60.00 | 3,600.00 | ||||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 75.00 | 1,200.00 | 100.00 | 1,600.00 | ||||
| 731-02 | reflectorized raised pavement markers | 1,468 | EACH | 6.00 | 8,808.00 | 6.00 | 8,808.00 | ||||
| 732-01-C | plastic pavement striping (8" width) | 3,725 | LNFT | 1.00 | 3,725.00 | 1.20 | 4,470.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 1,325 | LNFT | 3.00 | 3,975.00 | 3.50 | 4,637.50 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 33.300 | MILE | 2,500.00 | 83,250.00 | 2,500.00 | 83,250.00 | ||||
| 732-03-A | plastic pavement striping (broken line) (4" width) | 11.390 | MILE | 1,000.00 | 11,390.00 | 1,000.00 | 11,390.00 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 48 | EACH | 150.00 | 7,200.00 | 160.00 | 7,680.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 24 | EACH | 160.00 | 3,840.00 | 200.00 | 4,800.00 | ||||
| 735-01 | mailboxes | 87 | EACH | 1.00 | 87.00 | 6.00 | 522.00 | ||||
| 735-02 | mailbox supports (single) | 81 | EACH | 150.00 | 12,150.00 | 120.00 | 9,720.00 | ||||
| 735-04 | mailbox supports (multiple) | 2 | EACH | 300.00 | 600.00 | 350.00 | 700.00 | ||||
| 736-09 | loop detector | 7,594 | LNFT | 12.00 | 91,128.00 | 12.50 | 94,925.00 | ||||
| 736-10 | underground junction box | 38 | EACH | 250.00 | 9,500.00 | 300.00 | 11,400.00 | ||||
| 739-01 | hydro-seeding | 22.79 | ACRE | 1,100.00 | 25,069.00 | 1,200.00 | 27,348.00 | ||||
| 740-01 | construction layout | lump | LUMP | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 | ||||
| S-001 | open graded friction course | 9,061 | TON | 100.00 | 906,100.00 | 125.00 | 1,132,625.00 | ||||
| S-002 | rumble strips (ground-in) | 22.2 | MILE | 700.00 | 15,540.00 | 800.00 | 17,760.00 | ||||
| S-003 | dynamic message sign unit | 4 | EACH | 10,000.00 | 40,000.00 | 25,000.00 | 100,000.00 | ||||
| S-004 | pavement patching (18" minimum thickness) | 1,000 | SQYD | 50.00 | 50,000.00 | 100.00 | 100,000.00 | ||||
| S-005 | special anchor section | 1 | EACH | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | ||||
| CONTRACTOR TOTAL | 5,563,926.35 | 6,799,514.25 | |||||||||