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| Lead Project: 823-02-0027 | |||
| Parish: IBERIA | |||
| Routes: LA 675 | |||
| Description: US 90 (NB) @ LA 675 INTERCHANGE - LA 674 (ADMIRAL DOYLE) | |||
| Type Const:
cold planing, in-place stabalized base course, superpave asphaltic concrete overlay, pavement patching and related work. | |||
| Estimated Construction Cost: $2,381,072.10 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 04089 | H & S CONSTRUCTION CO., INC. | $2,140,387.79 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - H & S CONSTRUCTION CO., INC. |
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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 | 116 | SQYD | 12.00 | 1,392.00 | ||||||
| 202-02-I | removal of existing asphaltic base | 322 | SQYD | 18.00 | 5,796.00 | ||||||
| 203-07 | borrow (vehicular measurement) | 861 | CUYD | 12.00 | 10,332.00 | ||||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 550 | CUYD | 14.00 | 7,700.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 7 | EACH | 135.00 | 945.00 | ||||||
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 38,795 | SQYD | 6.75 | 261,866.25 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
77 | CUYD | 78.00 | 6,006.00 | ||||||
| 502-01 | superpave asphaltic concrete | 12,991.7 | TON | 82.00 | 1,065,319.40 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
653.3 | TON | 130.00 | 84,929.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 31,001 | SQYD | 2.50 | 77,502.50 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,742 | CUYD | 0.01 | - 17.42 | ||||||
| 510-01-B | pavement patching (12" minimum thickness) | 281 | SQYD | 105.00 | 29,505.00 | ||||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 120.0 | LNFT | 39.00 | 4,680.00 | ||||||
| 704-03 | blocked out guard rail | 172.0 | LNFT | 22.00 | 3,784.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 65.00 | 6,500.00 | ||||||
| 704-11-B | guard rail end treatment (tangent) | 4 | EACH | 2,888.00 | 11,552.00 | ||||||
| 706-02-C | concrete drive (6" thick) | 50.0 | SQYD | 85.00 | 4,250.00 | ||||||
| 711-01-E | riprap (130 lb, 14" thick) | 100 | SQYD | 100.00 | 10,000.00 | ||||||
| 711-04 | geotextile fabric | 100 | SQYD | 6.00 | 600.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 75,000.00 | 75,000.00 | ||||||
| 713-02-A | temporary pavement markings (4" width) | 3,684 | LNFT | 0.12 | 442.08 | ||||||
| 713-02-C | temporary pavement markings (8" width) | 123 | LNFT | 0.24 | 29.52 | ||||||
| 713-02-E | temporary pavement markings (24" width) | 396 | LNFT | 1.02 | 403.92 | ||||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
14.145 | MILE | 455.40 | 6,441.63 | ||||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
12.135 | MILE | 375.00 | 4,550.63 | ||||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 26.985 | MILE | 570.00 | 15,381.45 | ||||||
| 713-05-A | temporary pavement legends and symbols (arrow) | 6 | EACH | 60.00 | 360.00 | ||||||
| 713-05-B | temporary pavement legends and symbols (double arrow) | 39 | EACH | 66.00 | 2,574.00 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 4,500.00 | 4,500.00 | ||||||
| 726-01 | bedding material | 100.0 | CUYD | 100.00 | 10,000.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 120,000.00 | 120,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 85.00 | 340.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 730 | EACH | 6.12 | 4,467.60 | ||||||
| 732-01-A | plastic pavement striping (4" width) | 1,228 | LNFT | 0.48 | 589.44 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 41 | LNFT | 1.02 | 41.82 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 132 | LNFT | 4.50 | 594.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 8.995 | MILE | 3,131.00 | 28,163.35 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.045 | MILE | 816.00 | 3,300.72 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 2 | EACH | 235.00 | 470.00 | ||||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 13 | EACH | 270.00 | 3,510.00 | ||||||
| 732-05 | removal of existing markings | 0.538 | MILE | 6,900.00 | 3,712.20 | ||||||
| 735-01 | mailboxes | 26 | EACH | 1.20 | 31.20 | ||||||
| 735-02 | mailbox supports (single) | 16 | EACH | 150.00 | 2,400.00 | ||||||
| 735-03 | mailbox supports (double) | 1 | EACH | 210.00 | 210.00 | ||||||
| 735-04 | mailbox supports (multiple) | 2 | EACH | 391.00 | 782.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 8,500.00 | 8,500.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 71.22 | CUYD | 1,200.00 | 85,464.00 | ||||||
| 805-12-I | reinforced concrete box culverts (5'x 5') | 80.0 | LNFT | 850.00 | 68,000.00 | ||||||
| 806-01 | deformed reinforcing steel | 4,500 | LB | 2.50 | 11,250.00 | ||||||
| S-001 | cement treatment (10" thick) | 20,050 | SQYD | 4.20 | 84,210.00 | ||||||
| S-002 | full depth sawcutting of existing portland cement concrete drives |
1,158 | INFT | 1.75 | 2,026.50 | ||||||
| CONTRACTOR TOTAL | 2,140,387.79 | ||||||||||