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| Lead Project: 862-14-0009 | |||
| Parish: W CARROLL | |||
| Routes: LA 589 | |||
| Description: BUTLER RD - LA 2 | |||
| Type Const:
grading, drainage structures, in-place cement stabilized base course, asphaltic surface treatment, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $2,436,609.62 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $2,401,176.73 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,501,057.73 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 | ||||
| 202-02-D | removal of concrete walks & drives | 90 | SQYD | 25.00 | 2,250.00 | 16.00 | 1,440.00 | ||||
| 203-07 | borrow (vehicular measurement) | 4,600 | CUYD | 18.00 | 82,800.00 | 23.00 | 105,800.00 | ||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 1,856 | CUYD | 15.00 | 27,840.00 | 32.00 | 59,392.00 | ||||
| 308-01-A | in-place cement treated base course (12" thick) | 58,713 | SQYD | 12.00 | 704,556.00 | 11.90 | 698,684.70 | ||||
| 308-02 | removal of existing patches | 100 | SQYD | 25.00 | 2,500.00 | 100.00 | 10,000.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
213 | CUYD | 100.00 | 21,300.00 | 105.00 | 22,365.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 447.7 | CUYD | 75.00 | 33,577.50 | 117.00 | 52,380.90 | ||||
| 502-01 | superpave asphaltic concrete | 6,205.5 | TON | 130.00 | 806,715.00 | 120.00 | 744,660.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
216.7 | TON | 200.00 | 43,340.00 | 240.00 | 52,008.00 | ||||
| 507-01-A | asphaltic material (crs-2p emulsion) | 17,489 | GAL | 4.50 | 78,700.50 | 6.00 | 104,934.00 | ||||
| 507-02-C | aggregate (s3) | 56,414 | SQYD | 0.90 | 50,772.60 | 2.25 | 126,931.50 | ||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 119 | LNFT | 110.00 | 13,090.00 | 110.00 | 13,090.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 28 | LNFT | 150.00 | 4,200.00 | 150.00 | 4,200.00 | ||||
| 701-10-K | reinforced concrete pipe (extension)(30") | 8 | LNFT | 150.00 | 1,200.00 | 165.00 | 1,320.00 | ||||
| 701-10-O | reinforced concrete pipe (extension)(48") | 15 | LNFT | 250.00 | 3,750.00 | 260.00 | 3,900.00 | ||||
| 701-15 | concrete collar | 5 | EACH | 700.00 | 3,500.00 | 775.00 | 3,875.00 | ||||
| 706-02-C | concrete drive (6" thick) | 69.2 | SQYD | 75.00 | 5,190.00 | 75.00 | 5,190.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 140,000.00 | 140,000.00 | 40,000.00 | 40,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
7.983 | MILE | 225.00 | 1,796.18 | 175.00 | 1,397.03 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.130 | MILE | 200.00 | 426.00 | 390.00 | 830.70 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 29.204 | MILE | 1.00 | 29.20 | 600.00 | 17,522.40 | ||||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 1,109 | EACH | 1.75 | 1,940.75 | 2.00 | 2,218.00 | ||||
| 716-01-A | mulch (vegetative) | 15.5 | TON | 500.00 | 7,750.00 | 550.00 | 8,525.00 | ||||
| 717-01 | seeding | 348 | LB | 8.50 | 2,958.00 | 8.00 | 2,784.00 | ||||
| 718-01 | fertilizer | 7,740 | LB | 0.70 | 5,418.00 | 0.70 | 5,418.00 | ||||
| 726-01 | bedding material | 78.0 | CUYD | 100.00 | 7,800.00 | 100.00 | 7,800.00 | ||||
| 727-01 | mobilization | lump | LUMP | 215,000.00 | 215,000.00 | 243,000.00 | 243,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 14 | EACH | 100.00 | 1,400.00 | 110.00 | 1,540.00 | ||||
| 731-02 | reflectorized raised pavement markers | 528 | EACH | 10.00 | 5,280.00 | 5.00 | 2,640.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 14.602 | MILE | 3,000.00 | 43,806.00 | 3,000.00 | 43,806.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.065 | MILE | 2,000.00 | 2,130.00 | 900.00 | 958.50 | ||||
| 735-01 | mailboxes | 17 | EACH | 25.00 | 425.00 | 5.00 | 85.00 | ||||
| 735-02 | mailbox supports (single) | 15 | EACH | 150.00 | 2,250.00 | 175.00 | 2,625.00 | ||||
| 735-03 | mailbox supports (double) | 1 | EACH | 200.00 | 200.00 | 250.00 | 250.00 | ||||
| 740-01 | construction layout | lump | LUMP | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 | ||||
| S-001 | tree trimming | lump | LUMP | 40,000.00 | 40,000.00 | 42,000.00 | 42,000.00 | ||||
| S-002 | cleaning existing ditches | 675 | LNFT | 10.00 | 6,750.00 | 10.00 | 6,750.00 | ||||
| S-003 | saw cutting concrete drives (6" depth) in asphaltic concrete overlay |
67 | LNFT | 8.00 | 536.00 | 11.00 | 737.00 | ||||
| CONTRACTOR TOTAL | 2,401,176.73 | 2,501,057.73 | |||||||||