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| DBE GOAL FED | |||
| Lead Project: 017-04-0051 | |||
| Parish: TANGIPAHOA | |||
| Routes: US 51, LA 442 | |||
| Description: S. JCT LA 442 - 0.90 MILES N. OF LA 40 | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete pavement, superpave asphaltic concrete overlay, and related work. | |||
| Estimated Construction Cost: $4,321,634.76 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,818,241.81 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $3,280,051.36 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - BARRIERE CONSTRUCTION CO., LLC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-B | removal of concrete box culverts | 1 | EACH | 3,600.00 | 3,600.00 | 1,500.00 | 1,500.00 | ||||
| 202-02-H | removal of guard rail | 186 | LNFT | 16.00 | 2,976.00 | 7.00 | 1,302.00 | ||||
| 203-07 | borrow (vehicular measurement) | 400 | CUYD | 26.00 | 10,400.00 | 30.00 | 12,000.00 | ||||
| 204-02 | temporary hay or straw bales | 294 | EACH | 10.00 | 2,940.00 | 9.50 | 2,793.00 | ||||
| 204-06 | temporary silt fencing | 1,424 | LNFT | 1.75 | 2,492.00 | 1.65 | 2,349.60 | ||||
| 502-01 | superpave asphaltic concrete | 20,254.0 | TON | 84.50 | 1,711,463.00 | 90.00 | 1,822,860.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,118.1 | TON | 120.00 | 254,172.00 | 1.00 | 2,118.10 | ||||
| 509-01 | cold planing asphaltic pavement | 170,787 | SQYD | 1.00 | 170,787.00 | 2.80 | 478,203.60 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 6,207 | CUYD | 0.10 | - 620.70 | 10.00 | - 62,070.00 | ||||
| 510-01-B | pavement patching (12" minimum thickness) | 2,547 | SQYD | 90.00 | 229,230.00 | 70.00 | 178,290.00 | ||||
| 510-03 | pavement joint repair | 358.3 | TON | 225.00 | 80,617.50 | 50.00 | 17,915.00 | ||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
2,534 | LNFT | 2.30 | 5,828.20 | 3.00 | 7,602.00 | ||||
| 602-03 | cleaning and sealing random cracks | 2,586 | LNFT | 2.80 | 7,240.80 | 4.00 | 10,344.00 | ||||
| 701-02-G | cross drain pipe arch (42" equiv. cmpa) | 66 | LNFT | 190.00 | 12,540.00 | 400.00 | 26,400.00 | ||||
| 701-06-G | side drain pipe arch (42" equiv. cmpa) | 22 | LNFT | 180.00 | 3,960.00 | 400.00 | 8,800.00 | ||||
| 701-08 | relaying pipe | 8 | LNFT | 160.00 | 1,280.00 | 100.00 | 800.00 | ||||
| 701-15 | concrete collar | 2 | EACH | 775.00 | 1,550.00 | 2,500.00 | 5,000.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 144.0 | LNFT | 48.00 | 6,912.00 | 46.00 | 6,624.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 4 | EACH | 2,600.00 | 10,400.00 | 2,500.00 | 10,000.00 | ||||
| 706-01-C | concrete walk (6" thick) | 128.4 | SQYD | 66.00 | 8,474.40 | 80.00 | 10,272.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 21,000.00 | 21,000.00 | 150,000.00 | 150,000.00 | ||||
| 713-02-C | temporary pavement markings (8" width) | 1,160 | LNFT | 0.30 | 348.00 | 0.30 | 348.00 | ||||
| 713-02-E | temporary pavement markings (24" width) | 456 | LNFT | 0.90 | 410.40 | 0.90 | 410.40 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
35.260 | MILE | 126.00 | 4,442.76 | 1.00 | 35.26 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
20.000 | MILE | 250.00 | 5,000.00 | 250.00 | 5,000.00 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 59.890 | MILE | 395.00 | 23,656.55 | 400.00 | 23,956.00 | ||||
| 713-05-D | temporary pavement legends and symbols (rr crossing) | 2 | EACH | 100.00 | 200.00 | 100.00 | 200.00 | ||||
| 726-01 | bedding material | 27.6 | CUYD | 80.00 | 2,208.00 | 100.00 | 2,760.00 | ||||
| 727-01 | mobilization | lump | LUMP | 75,000.00 | 75,000.00 | 300,000.00 | 300,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 43 | EACH | 77.00 | 3,311.00 | 70.00 | 3,010.00 | ||||
| 731-02 | reflectorized raised pavement markers | 1,544 | EACH | 5.00 | 7,720.00 | 5.10 | 7,874.40 | ||||
| 732-01-C | plastic pavement striping (8" width) | 520 | LNFT | 0.85 | 442.00 | 0.80 | 416.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 204 | LNFT | 3.00 | 612.00 | 3.00 | 612.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 28.380 | MILE | 2,500.00 | 70,950.00 | 2,500.00 | 70,950.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 9.730 | MILE | 700.00 | 6,811.00 | 700.00 | 6,811.00 | ||||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 1 | EACH | 410.00 | 410.00 | 400.00 | 400.00 | ||||
| 735-01 | mailboxes | 118 | EACH | 1.00 | 118.00 | 1.00 | 118.00 | ||||
| 735-02 | mailbox supports (single) | 112 | EACH | 90.00 | 10,080.00 | 90.00 | 10,080.00 | ||||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 205.00 | 205.00 | 1.00 | 1.00 | ||||
| 736-09 | loop detector | 1,584 | LNFT | 13.00 | 20,592.00 | 15.00 | 23,760.00 | ||||
| 736-10 | underground junction box | 5 | EACH | 300.00 | 1,500.00 | 300.00 | 1,500.00 | ||||
| 739-01 | hydro-seeding | 1.21 | ACRE | 1,150.00 | 1,391.50 | 2,000.00 | 2,420.00 | ||||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 104,500.00 | 104,500.00 | ||||
| S-001 | cleaning existing ditches | 600 | LNFT | 3.10 | 1,860.00 | 10.00 | 6,000.00 | ||||
| S-002 | u-channel post installation | 113 | EACH | 52.00 | 5,876.00 | 50.00 | 5,650.00 | ||||
| S-003 | sawcuts in asphaltic concrete lifts | 2,534 | LNFT | 1.30 | 3,294.20 | 1.00 | 2,534.00 | ||||
| S-004 | sawing and sealing transverse joints in asphaltic concrete overlay |
2,534 | LNFT | 1.80 | 4,561.20 | 3.00 | 7,602.00 | ||||
| CONTRACTOR TOTAL | 2,818,241.81 | 3,280,051.36 | |||||||||