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| Lead Project: 401-01-0009 | |||
| Parish: IBERIA | |||
| Routes: LA 345 | |||
| Description: JCT LA 86 TO ST MARTIN P/L | |||
| Type Const:
grading, cold planing asphaltic conc., superpave asphaltic concrete pavement, portland cement concrete pavement, and related work. | |||
| Estimated Construction Cost: $2,099,518.28 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 04089 | H & S CONSTRUCTION CO., INC. | $1,826,338.16 |
| 2 | 13086 | M. MATT DURAND, LLC | $2,097,916.02 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - H & S CONSTRUCTION CO., INC. |
- 2 - M. MATT DURAND, LLC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 60 | SQYD | 20.00 | 1,200.00 | 14.75 | 885.00 | ||||
| 203-07 | borrow (vehicular measurement) | 150 | CUYD | 22.00 | 3,300.00 | 19.75 | 2,962.50 | ||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 900 | CUYD | 16.50 | 14,850.00 | 14.00 | 12,600.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 20 | EACH | 150.00 | 3,000.00 | 178.00 | 3,560.00 | ||||
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 43,916 | SQYD | 7.15 | 313,999.40 | 7.50 | 329,370.00 | ||||
| 303-02 | removal of existing patches | 250 | SQYD | 16.50 | 4,125.00 | 10.00 | 2,500.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
25 | CUYD | 80.00 | 2,000.00 | 84.00 | 2,100.00 | ||||
| 502-01 | superpave asphaltic concrete | 8,045.3 | TON | 104.00 | 836,711.20 | 125.00 | 1,005,662.50 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
525.0 | TON | 145.00 | 76,125.00 | 138.00 | 72,450.00 | ||||
| 507-01-A | asphaltic material (crs-2p emulsion) | 28,770 | GAL | 4.65 | 133,780.50 | 5.70 | 163,989.00 | ||||
| 507-02-B | aggregate (s2) | 42,309 | SQYD | 1.50 | 63,463.50 | 1.65 | 69,809.85 | ||||
| 507-02-C | aggregate (s3) | 42,309 | SQYD | 1.25 | 52,886.25 | 1.32 | 55,847.88 | ||||
| 509-01 | cold planing asphaltic pavement | 32,664 | SQYD | 2.50 | 81,660.00 | 1.60 | 52,262.40 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,722 | CUYD | 0.01 | - 27.22 | 2.00 | - 5,444.00 | ||||
| 701-08 | relaying pipe | 32 | LNFT | 90.00 | 2,880.00 | 200.00 | 6,400.00 | ||||
| 706-02-A | concrete drive (4" thick) | 10.0 | SQYD | 250.00 | 2,500.00 | 210.00 | 2,100.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 25,000.00 | 25,000.00 | 75,000.00 | 75,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.450 | MILE | 568.00 | 3,095.60 | 0.25 | 1.36 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.246 | MILE | 303.00 | 1,589.54 | 326.00 | 1,710.20 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 12.953 | MILE | 468.00 | 6,062.00 | 504.00 | 6,528.31 | ||||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 712 | EACH | 1.10 | 783.20 | 2.40 | 1,708.80 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 3,300.00 | 3,300.00 | 25,000.00 | 25,000.00 | ||||
| 726-01 | bedding material | 10.0 | CUYD | 110.00 | 1,100.00 | 124.00 | 1,240.00 | ||||
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 47,000.00 | 47,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 3 | EACH | 66.00 | 198.00 | 69.00 | 207.00 | ||||
| 731-02 | reflectorized raised pavement markers | 360 | EACH | 5.65 | 2,034.00 | 6.00 | 2,160.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 6.477 | MILE | 2,871.00 | 18,595.47 | 3,101.00 | 20,085.18 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.623 | MILE | 792.00 | 2,077.42 | 854.00 | 2,240.04 | ||||
| 735-01 | mailboxes | 43 | EACH | 1.10 | 47.30 | 6.00 | 258.00 | ||||
| 735-02 | mailbox supports (single) | 43 | EACH | 110.00 | 4,730.00 | 118.00 | 5,074.00 | ||||
| 735-03 | mailbox supports (double) | 4 | EACH | 143.00 | 572.00 | 437.00 | 1,748.00 | ||||
| 740-01 | construction layout | lump | LUMP | 5,500.00 | 5,500.00 | 40,000.00 | 40,000.00 | ||||
| S-001 | cement treatment (10" thick) | 10,000 | SQYD | 5.83 | 58,300.00 | 9.00 | 90,000.00 | ||||
| S-002 | full depth sawcutting of existing portland cement concrete drives |
600 | INFT | 1.50 | 900.00 | 1.50 | 900.00 | ||||
| CONTRACTOR TOTAL | 1,826,338.16 | 2,097,916.02 | |||||||||