| READV |
| ||
| DBE GOAL FED | |||
| Lead Project: 238-02-0019 | |||
| Parish: ST MARTIN | |||
| Routes: LA 96 | |||
| Description: LA 96 BRIDGES | |||
| Type Const:
grading, drainage structures, pavement patching, pavement widening, cold planing asphaltic concrete, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $767,057.00 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 04089 | H & S CONSTRUCTION CO., INC. | $1,023,738.65 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - H & S CONSTRUCTION CO., INC. |
|
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 65,000.00 | 65,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 40,000.00 | 40,000.00 | ||||||
| 202-02-A-01 | removal of bridge (sta. 108+75; 20' x 23' timber trestle bridge) str # 2380204541 |
1 | EACH | 15,000.00 | 15,000.00 | ||||||
| 202-02-A-02 | removal of bridge (sta. 208+91; 39' x 25' timber trestle bridge, with modified steel bents) str # 2380205161 |
1 | EACH | 25,000.00 | 25,000.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 20 | SQYD | 60.00 | 1,200.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 91.5 | SQYD | 20.00 | 1,830.00 | ||||||
| 202-02-H | removal of guard rail | 705 | LNFT | 6.00 | 4,230.00 | ||||||
| 203-06 | excavation and embankment | lump | LUMP | 80,000.00 | 80,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 32 | EACH | 16.00 | 512.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 200.00 | 800.00 | ||||||
| 204-06 | temporary silt fencing | 625 | LNFT | 6.50 | 4,062.50 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
113 | CUYD | 100.00 | 11,300.00 | ||||||
| 502-01 | superpave asphaltic concrete | 797.8 | TON | 100.00 | 79,780.00 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
56.0 | TON | 140.00 | 7,840.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 342 | SQYD | 15.00 | 5,130.00 | ||||||
| 701-01-Q | cross drain pipe (60" rcp/pcp) | 279 | LNFT | 445.00 | 124,155.00 | ||||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 338 | LNFT | 65.00 | 21,970.00 | ||||||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 76 | LNFT | 68.00 | 5,168.00 | ||||||
| 701-05-G | side drain pipe (18" rcp/pcp) | 202 | LNFT | 52.00 | 10,504.00 | ||||||
| 701-05-I | side drain pipe (24" rcp/pcp) | 6 | LNFT | 68.00 | 408.00 | ||||||
| 701-05-P | side drain pipe (54" rcp/pcp) | 24 | LNFT | 210.00 | 5,040.00 | ||||||
| 701-15 | concrete collar | 3 | EACH | 1,200.00 | 3,600.00 | ||||||
| 702-02-A | manholes (mh-06) | 1 | EACH | 5,000.00 | 5,000.00 | ||||||
| 702-03-A | catch basins (cb-01) | 4 | EACH | 3,000.00 | 12,000.00 | ||||||
| 702-08-A | side drain safety end (type 1) | 2 | EACH | 2,600.00 | 5,200.00 | ||||||
| 705-01 | barbed wire fence | 200 | LNFT | 12.00 | 2,400.00 | ||||||
| 706-03-C | incidental concrete paving (6" thick) | 20.0 | SQYD | 50.00 | 1,000.00 | ||||||
| 708-01 | right-of-way monument | 14 | EACH | 200.00 | 2,800.00 | ||||||
| 708-02 | right-of-way monument witness post | 14 | EACH | 250.00 | 3,500.00 | ||||||
| 712-02-A | sacked concrete revetment & toewall | 100 | SQYD | 100.00 | 10,000.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 30,000.00 | 30,000.00 | ||||||
| 717-01 | seeding | 8 | LB | 12.00 | 96.00 | ||||||
| 718-01 | fertilizer | 271 | LB | 0.65 | 176.15 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 10,000.00 | 10,000.00 | ||||||
| 724-01-B | pavement patching (12" minimum thickness) | 250 | SQYD | 104.00 | 26,000.00 | ||||||
| 724-02 | pavement widening | 90.0 | SQYD | 100.00 | 9,000.00 | ||||||
| 726-01 | bedding material | 186.0 | CUYD | 70.00 | 13,020.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 75,000.00 | 75,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 6 | EACH | 85.00 | 510.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 27 | EACH | 15.00 | 405.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.376 | MILE | 3,500.00 | 1,316.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.188 | MILE | 3,500.00 | 658.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 28,000.00 | 28,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 35,000.00 | 35,000.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 26.64 | CUYD | 1,100.00 | 29,304.00 | ||||||
| 805-12-M-01 | reinforced concrete box culverts (6'x 6') (precast) | 344.0 | LNFT | 600.00 | 206,400.00 | ||||||
| 806-01 | deformed reinforcing steel | 2,528 | LB | 1.75 | 4,424.00 | ||||||
| CONTRACTOR TOTAL | 1,023,738.65 | ||||||||||