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| Lead Project: 833-11-0001 | |||
| Parish: MADISON | |||
| Routes: LA 577-S | |||
| Description: LA 577 - END OF CONTROL SECTION | |||
| Type Const:
grading, drainage struct, cold planing asphaltic concrete, in-place cement treated base course, superpave asphaltic concrete overlay. | |||
| Estimated Construction Cost: $1,917,732.73 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $1,942,096.02 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,160,118.61 |
| 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 | 3,000.00 | 3,000.00 | ||||
| 203-07 | borrow (vehicular measurement) | 100 | CUYD | 50.00 | 5,000.00 | 40.00 | 4,000.00 | ||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 2,840 | CUYD | 10.00 | 28,400.00 | 16.00 | 45,440.00 | ||||
| 308-01-A | in-place cement treated base course (12" thick) | 74,748 | SQYD | 9.00 | 672,732.00 | 12.00 | 896,976.00 | ||||
| 308-01-B | in-place cement treated base course (14" thick) | 7,667 | SQYD | 12.00 | 92,004.00 | 14.00 | 107,338.00 | ||||
| 308-02 | removal of existing patches | 100 | SQYD | 20.00 | 2,000.00 | 14.00 | 1,400.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
850 | CUYD | 30.00 | 25,500.00 | 25.00 | 21,250.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 710.0 | CUYD | 10.00 | 7,100.00 | 48.00 | 34,080.00 | ||||
| 502-01 | superpave asphaltic concrete | 5,901.4 | TON | 110.00 | 649,154.00 | 96.00 | 566,534.40 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
299.9 | TON | 110.00 | 32,989.00 | 175.00 | 52,482.50 | ||||
| 509-01 | cold planing asphaltic pavement | 32,557 | SQYD | 1.50 | 48,835.50 | 2.00 | 65,114.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,359 | CUYD | 0.01 | - 13.59 | 0.10 | - 135.90 | ||||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 44 | LNFT | 150.00 | 6,600.00 | 165.00 | 7,260.00 | ||||
| 701-01-N | cross drain pipe (42" rcp/pcp) | 96 | LNFT | 200.00 | 19,200.00 | 180.00 | 17,280.00 | ||||
| 701-01-O | cross drain pipe (48" rcp/pcp) | 90 | LNFT | 250.00 | 22,500.00 | 195.00 | 17,550.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 68,000.00 | 68,000.00 | 35,000.00 | 35,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
8.154 | MILE | 225.00 | 1,834.65 | 150.00 | 1,223.10 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
3.753 | MILE | 300.00 | 1,125.90 | 320.00 | 1,200.96 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 27.558 | MILE | 1.00 | 27.56 | 650.00 | 17,912.70 | ||||
| 716-01-A | mulch (vegetative) | 4.0 | TON | 750.00 | 3,000.00 | 650.00 | 2,600.00 | ||||
| 717-01 | seeding | 178 | LB | 11.00 | 1,958.00 | 11.00 | 1,958.00 | ||||
| 718-01 | fertilizer | 3,954 | LB | 0.60 | 2,372.40 | 0.65 | 2,570.10 | ||||
| 726-01 | bedding material | 131.6 | CUYD | 90.00 | 11,844.00 | 110.00 | 14,476.00 | ||||
| 727-01 | mobilization | lump | LUMP | 146,000.00 | 146,000.00 | 150,000.00 | 150,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 10 | EACH | 100.00 | 1,000.00 | 110.00 | 1,100.00 | ||||
| 731-02 | reflectorized raised pavement markers | 359 | EACH | 8.00 | 2,872.00 | 5.00 | 1,795.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 9.186 | MILE | 3,600.00 | 33,069.60 | 2,750.00 | 25,261.50 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.251 | MILE | 3,000.00 | 3,753.00 | 750.00 | 938.25 | ||||
| 735-01 | mailboxes | 14 | EACH | 2.00 | 28.00 | 1.00 | 14.00 | ||||
| 735-02 | mailbox supports (single) | 14 | EACH | 140.00 | 1,960.00 | 125.00 | 1,750.00 | ||||
| 740-01 | construction layout | lump | LUMP | 16,000.00 | 16,000.00 | 10,000.00 | 10,000.00 | ||||
| S-001 | tree trimming | lump | LUMP | 25,000.00 | 25,000.00 | 43,000.00 | 43,000.00 | ||||
| S-002 | cleaning existing ditches | 750 | LNFT | 7.00 | 5,250.00 | 13.00 | 9,750.00 | ||||
| CONTRACTOR TOTAL | 1,942,096.02 | 2,160,118.61 | |||||||||