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| Lead Project: 002-05-0031 | |||
| Parish: MADISON | |||
| Routes: US 80 | |||
| Description: JCT. LA 602 - JCT. LA 3218 | |||
| Type Const:
grading, cold planing asphaltic pavement, pavement patching, drainage structures, superpave asphaltic concrete pavement and related work. | |||
| Estimated Construction Cost: $2,722,122.37 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,255,020.89 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $2,409,931.19 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - D & J CONSTRUCTION CO., INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-D | removal of concrete walks & drives | 63 | SQYD | 21.00 | 1,323.00 | 22.00 | 1,386.00 | ||||
| 203-07 | borrow (vehicular measurement) | 1,419 | CUYD | 26.00 | 36,894.00 | 20.00 | 28,380.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
773 | CUYD | 27.00 | 20,871.00 | 30.00 | 23,190.00 | ||||
| 502-01 | superpave asphaltic concrete | 10,064.9 | TON | 110.00 | 1,107,139.00 | 112.00 | 1,127,268.80 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
204.3 | TON | 280.00 | 57,204.00 | 162.00 | 33,096.60 | ||||
| 507-01-A | asphaltic material (crs-2p emulsion) | 35,554 | GAL | 5.00 | 177,770.00 | 4.25 | 151,104.50 | ||||
| 507-02-B | aggregate (s2) | 52,285 | SQYD | 1.00 | 52,285.00 | 1.15 | 60,127.75 | ||||
| 507-02-C | aggregate (s3) | 52,285 | SQYD | 0.80 | 41,828.00 | 0.75 | 39,213.75 | ||||
| 509-01 | cold planing asphaltic pavement | 52,285 | SQYD | 2.00 | 104,570.00 | 2.50 | 130,712.50 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,179 | CUYD | 0.10 | - 217.90 | 0.10 | - 217.90 | ||||
| 510-01-B | pavement patching (12" minimum thickness) | 2,903 | SQYD | 100.00 | 290,300.00 | 130.00 | 377,390.00 | ||||
| 510-03 | pavement joint repair | 175.8 | TON | 225.00 | 39,555.00 | 200.00 | 35,160.00 | ||||
| 706-02-C | concrete drive (6" thick) | 63.2 | SQYD | 75.00 | 4,740.00 | 75.00 | 4,740.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 30,000.00 | 30,000.00 | 125,000.00 | 125,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
11.139 | MILE | 180.00 | 2,005.02 | 250.00 | 2,784.75 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
11.139 | MILE | 300.00 | 3,341.70 | 200.00 | 2,227.80 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 22.278 | MILE | 300.00 | 6,683.40 | 1.00 | 22.28 | ||||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 981 | EACH | 2.00 | 1,962.00 | 2.00 | 1,962.00 | ||||
| 716-01-A | mulch (vegetative) | 8.1 | TON | 400.00 | 3,240.00 | 500.00 | 4,050.00 | ||||
| 717-01 | seeding | 162 | LB | 8.00 | 1,296.00 | 8.00 | 1,296.00 | ||||
| 718-01 | fertilizer | 5,401 | LB | 0.50 | 2,700.50 | 0.50 | 2,700.50 | ||||
| 726-01 | bedding material | 12.4 | CUYD | 100.00 | 1,240.00 | 100.00 | 1,240.00 | ||||
| 727-01 | mobilization | lump | LUMP | 175,000.00 | 175,000.00 | 175,000.00 | 175,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 490 | EACH | 5.00 | 2,450.00 | 8.00 | 3,920.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 7.667 | MILE | 2,600.00 | 19,934.20 | 3,000.00 | 23,001.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.713 | MILE | 650.00 | 2,413.45 | 1,800.00 | 6,683.40 | ||||
| 735-01 | mailboxes | 6 | EACH | 1.00 | 6.00 | 25.00 | 150.00 | ||||
| 735-02 | mailbox supports (single) | 2 | EACH | 550.00 | 1,100.00 | 500.00 | 1,000.00 | ||||
| 735-03 | mailbox supports (double) | 2 | EACH | 550.00 | 1,100.00 | 500.00 | 1,000.00 | ||||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 11,000.00 | 11,000.00 | ||||
| 805-12-A | reinforced concrete box culverts (4'x 3') | 15.0 | LNFT | 550.00 | 8,250.00 | 600.00 | 9,000.00 | ||||
| S-001 | tree trimming | lump | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | ||||
| S-002 | cleaning existing ditches | 300 | LNFT | 12.00 | 3,600.00 | 15.00 | 4,500.00 | ||||
| S-003 | saw cutting concrete drives (6"depth) | 60 | LNFT | 9.00 | 540.00 | 10.00 | 600.00 | ||||
| S-004 | saw cutting asphalt concrete patches | 124,146 | LNFT | 0.12 | 14,897.52 | 0.01 | 1,241.46 | ||||
| CONTRACTOR TOTAL | 2,255,020.89 | 2,409,931.19 | |||||||||