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| DBE GOAL FED | |||
| Lead Project: 002-01-0043 | |||
| Parish: OUACHITA | |||
| Routes: US 80, LA 594 | |||
| Description: US 80 @ LA 594 (INTERSECTION IMPROVEMENT) | |||
| Type Const:
grading, drainage struct, cold planing asphaltic pavement, class ii bc, lime trmt, cement treated bc, pvmt patch, superpave acp, signalization and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 15099 | AMETHYST CONSTRUCTION, INC. | $2,967,673.40 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - AMETHYST CONSTRUCTION, INC. |
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| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 45,000.00 | 45,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | lump | 35,000.00 | 35,000.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 1,201 | sq m | 10.00 | 12,010.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 3,816.0 | sq m | 6.00 | 22,896.00 | ||||||
| 202-02-I | removal of concrete slab | lump | lump | 1.00 | 1.00 | ||||||
| 202-02-J | removal of sign post | 2 | each | 1.00 | 2.00 | ||||||
| 202-02-K | removal of sign and post | 7 | each | 1.00 | 7.00 | ||||||
| 202-02-L | removal of concrete slab | lump | lump | 1.00 | 1.00 | ||||||
| 202-02-M | removal of pipe gate | lump | lump | 1.00 | 1.00 | ||||||
| 202-02-N | removal of irrigation water well | lump | lump | 1.00 | 1.00 | ||||||
| 202-02-O | removal of building and canopy | lump | lump | 1,000.00 | 1,000.00 | ||||||
| 202-02-P | removal of under ground storage tank (300 gallon) | lump | lump | 100.00 | 100.00 | ||||||
| 202-02-Q | removal of above ground storage tank (300 gallon) | lump | lump | 50.00 | 50.00 | ||||||
| 202-02-R | removal of fuel canopy and slab | lump | lump | 100.00 | 100.00 | ||||||
| 202-02-S | removal of fuel pumps | lump | lump | 1.00 | 1.00 | ||||||
| 203-01 | general excavation | 14,037 | cu m | 8.50 | 119,314.50 | ||||||
| 203-02 | drainage excavation | 5,576 | cu m | 8.50 | 47,396.00 | ||||||
| 203-04 | embankment | 1,959 | cu m | 18.00 | 35,262.00 | ||||||
| 302-02-D-01 | class ii base course (300 mm thick)(stone or recycled pccp) |
15,165.0 | sq m | 23.00 | 348,795.00 | ||||||
| 304-01 | lime | 171.10 | Mg | 106.00 | 18,136.60 | ||||||
| 304-04-D | lime treatment (type d) (300 mm thick) | 11,302 | sq m | 2.00 | 22,604.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | cu m | 64.00 | 32,000.00 | ||||||
| 502-01 | superpave asphaltic concrete | 7,141.1 | Mg | 77.00 | 549,864.70 | ||||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
136.2 | Mg | 150.00 | 20,430.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 8,885 | sq m | 2.00 | 17,770.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,105 | cu m | 1.00 | - 1,105.00 | ||||||
| 701-01-K | cross drain pipe (750 mm rcp/pcp) | 54.0 | ln m | 250.00 | 13,500.00 | ||||||
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 17.4 | ln m | 520.00 | 9,048.00 | ||||||
| 701-04-D | storm drain pipe arch (600 mm equiv. rcpa) | 1,065.2 | ln m | 200.00 | 213,040.00 | ||||||
| 701-04-E | storm drain pipe arch (750 mm equiv. rcpa) | 617.8 | ln m | 230.00 | 142,094.00 | ||||||
| 701-05-I | side drain pipe (600 mm) | 69.0 | ln m | 180.00 | 12,420.00 | ||||||
| 701-05-K | side drain pipe (750 mm) | 27.6 | ln m | 240.00 | 6,624.00 | ||||||
| 702-02-B | manholes (r-cb-11) | 4 | ea | 4,500.00 | 18,000.00 | ||||||
| 702-02-C | manholes (r-cb-11 mod) | 2 | ea | 4,500.00 | 9,000.00 | ||||||
| 702-02-E | manholes (r-cb-32) | 20 | ea | 4,500.00 | 90,000.00 | ||||||
| 702-02-G | manholes (mh-01m) | 1 | ea | 4,500.00 | 4,500.00 | ||||||
| 702-03-A | catch basins (cb-01) | 29 | ea | 4,000.00 | 116,000.00 | ||||||
| 702-03-D | catch basins (cb-07) | 8 | ea | 6,000.00 | 48,000.00 | ||||||
| 702-03-J | catch basins (r-cb-43x) | 4 | ea | 6,500.00 | 26,000.00 | ||||||
| 702-07-A | cross drain safety end (type 1) | 7 | ea | 2,000.00 | 14,000.00 | ||||||
| 702-08-A | side drain safety end (type 1) | 14 | ea | 2,400.00 | 33,600.00 | ||||||
| 702-08-B | side drain safety end (type 2) | 11 | ea | 3,500.00 | 38,500.00 | ||||||
| 705-02 | combination mesh & barbed wire fence | 1,244 | ln m | 24.00 | 29,856.00 | ||||||
| 705-04-A | single swinging driveway gates (1200mm height) | 2 | ea | 350.00 | 700.00 | ||||||
| 705-05 | double swinging driveway gates | 1 | dbgt | 550.00 | 550.00 | ||||||
| 706-02-C | concrete drive (150 mm thick) | 1,095.1 | sq m | 65.00 | 71,181.50 | ||||||
| 707-03 | combination concrete curb & gutter | 807.4 | ln m | 70.00 | 56,518.00 | ||||||
| 708-01 | right-of-way monument | 27 | ea | 160.00 | 4,320.00 | ||||||
| 708-02 | right-of-way monument witness post | 27 | ea | 82.00 | 2,214.00 | ||||||
| 713-01 | temporary signs & barricades | lump | lump | 100,000.00 | 100,000.00 | ||||||
| 713-03-D | temporary pavement markings (300 mm width) | 746 | ln m | 1.50 | 1,119.00 | ||||||
| 713-04-A | temporary pavement markings (broken line)(100 mm width) (1.2 m length) |
1.741 | km | 1,500.00 | 2,611.50 | ||||||
| 713-04-C | temporary pvmt. markings (broken line)(100 mm w)(1.0 m l) |
0.259 | km | 500.00 | 129.50 | ||||||
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 8.214 | km | 350.00 | 2,874.90 | ||||||
| 713-05-B | temporary pavement markings (solid line)(200 mm width) | 0.505 | km | 1,000.00 | 505.00 | ||||||
| 713-06-A | temporary pavement legends and symbols (arrow) | 8 | ea | 50.00 | 400.00 | ||||||
| 713-06-C | temporary pavement legends and symbols (only) | 8 | ea | 70.00 | 560.00 | ||||||
| 716-01-A | mulch (vegetative) | 4.3 | hctr | 1,400.00 | 6,020.00 | ||||||
| 717-01 | seeding | 215 | kg | 18.00 | 3,870.00 | ||||||
| 718-01 | fertilizer | 4,816 | kg | 0.60 | 2,889.60 | ||||||
| 724-01-C | pavement patching (450 mm minimum thickness) | 420 | sq m | 125.00 | 52,500.00 | ||||||
| 724-03 | pavement joint repair | 19.0 | Mg | 300.00 | 5,700.00 | ||||||
| 726-01 | bedding material | 1,084.6 | cu m | 50.00 | 54,230.00 | ||||||
| 727-01 | mobilization | lump | lump | 180,000.00 | 180,000.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 2,044 | ea | 4.60 | 9,402.40 | ||||||
| 732-01-E | plastic pavement striping (600 mm width) | 746 | ln m | 8.00 | 5,968.00 | ||||||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 6.936 | km | 1,200.00 | 8,323.20 | ||||||
| 732-02-C | plastic pavement striping (solid line)(200 mm width) | 0.505 | km | 2,600.00 | 1,313.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 0.374 | km | 500.00 | 187.00 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 8 | ea | 150.00 | 1,200.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 8 | ea | 150.00 | 1,200.00 | ||||||
| 735-01 | mailboxes | 9 | ea | 1.00 | 9.00 | ||||||
| 735-02 | mailbox supports (single) | 7 | ea | 140.00 | 980.00 | ||||||
| 735-03 | mailbox supports (double) | 1 | ea | 170.00 | 170.00 | ||||||
| 736-09 | loop detector | 102 | ln m | 40.00 | 4,080.00 | ||||||
| 740-01 | construction layout | lump | lump | 75,000.00 | 75,000.00 | ||||||
| S-001 | removal of existing pavement widening | 1,543 | sq m | 12.00 | 18,516.00 | ||||||
| S-002 | signalization | lump | lump | 82,000.00 | 82,000.00 | ||||||
| S-003 | cement treated base course (300mm thick)(6% by volume) | 7,439 | sq m | 8.00 | 59,512.00 | ||||||
| S-004 | plugging existing water well | lump | lump | 100.00 | 100.00 | ||||||
| CONTRACTOR TOTAL | 2,967,673.40 | ||||||||||