SOLICITATION NOTICE
Y -- AZ FTNP/PLH/NPS GLCA 5(2) & 99(1)
- Notice Date
- 11/13/2012
- Notice Type
- Presolicitation
- NAICS
- 237310
— Highway, Street, and Bridge Construction
- Contracting Office
- Department of Transportation, Federal Highway Administration (FHWA), Central Federal Lands Highway Division, 12300 West Dakota Avenue, Lakewood, Colorado, 80228
- ZIP Code
- 80228
- Solicitation Number
- DTFH68-13-B-00006
- Point of Contact
- Jeremiah Rogers, Phone: 7209633090, Aaron Sanford, Phone: 7209633090
- E-Mail Address
-
cflcontracts@dot.gov, cflcontracts@dot.gov
(cflcontracts@dot.gov, cflcontracts@dot.gov)
- Small Business Set-Aside
- HUBZone
- Description
- This project is being advertised as a HUBZone Set-A-Side. It is estimated that this project will advertise in Early November, with bid opening in early December and a corresponding Notice to Proceed date in early January. The work will be located along Lee's Ferry Access Road beginning at the intersection with US-89A near Marble Canyon. The project is 5.74 miles in length beginning at the intersection of US-89A and terminating where Lee's Ferry Road ties into the Boat Ramp Parking lot at the Colorado River. The project consists of three (3) contract schedules and one (1) option which include grading, pulverizing existing pavement, paving, drainage, river bank protection, and erosion control construction activities. Schedule A (Approximately 3.97 miles in length) - Significant items include (approximate quantities subject to change): 7,450 CY of embankment construction; 1,240 CY of clearing and grubbing; 1,130 CY of gabions; 2,480 CY of revet mattress; 61,250 SY of Pulverizing (6 inch depth); 11,980 tons of roadway aggregate; 13,800 tons of Superpave asphalt pavement; 340 LF of 24 inch pipe culvert; 170 LF of 36 inch pipe culvert; 52 LF of 10 feet span, 5 feet rise reinforced concrete triple barrel box culvert; 162 LF of 72 inch pipe culvert lining; 2,090 LF of 14 inch depth concrete curb; 1,620 LF of 10 inch depth concrete curb and gutter; 4,660 LF of 12 inch deep concrete curb and gutter; 1,980 LF of 18 inch concrete curb and gutter; 3,910 SY of asphalt paved ditch; 520 SY of concrete sidewalk; 125 SY of aggregate sidewalk; 15 acres of hydraulic mulching; 3,120 LF of silt fence; 1,470 LF of sediment logs; 70 CY of Class 2 rip rap; 20 CY of Class 4 rip rap; 372 Gallons of pavement markings; and 103 CY of placing conserved topsoil. Schedule B (Approximately 4.44 miles in length, including Schedule A) - Significant items include (approximate quantities subject to change): 7,450 CY of embankment construction; 1,240 CY of clearing and grubbing; 1,130 CY of gabions; 3,300 CY of revet mattress; 68,550 SY of Pulverizing (6 inch depth); 12,920 tons of roadway aggregate; 15,500 tons of Superpave asphalt pavement; 430 LF of 24 inch pipe culvert; 270 LF of 36 inch pipe culvert; 77 LF of 48 inch pipe culvert; 52 LF of 10 feet span, 5 feet rise reinforced concrete triple barrel box culvert; 162 LF of 72 inch pipe culvert lining; 2,460 LF of 14 inch depth concrete curb; 1,620 LF of 10 inch depth concrete curb and gutter; 4,660 LF of 12 inch deep concrete curb and gutter; 1,980 LF of 18 inch concrete curb and gutter; 3,910 SY of asphalt paved ditch; 520 SY of concrete sidewalk; 125 SY of aggregate sidewalk; 17 acres of hydraulic mulching; 3,120 LF of silt fence; 1,500 LF of sediment logs; 75 CY of Class 2 rip rap; 20 CY of Class 4 rip rap; 400 Gallons of pavement markings; and 103 CY of placing conserved topsoil. Schedule C (Approximately 5.74 miles in length, including Schedule A and B) - Significant items include (approximate quantities subject to change): 7,450 CY of embankment construction; 1,240 CY of clearing and grubbing; 1,360 CY of gabions; 3,920 CY of revet mattress; 89,400 SY of Pulverizing (6 inch depth); 15,680 tons of roadway aggregate; 20,200 tons of Superpave asphalt pavement; 530 LF of 24 inch pipe culvert; 420 LF of 36 inch pipe culvert; 242 LF of 48 inch pipe culvert; 52 LF of 10 feet span, 5 feet rise reinforced concrete triple barrel box culvert; 162 LF of 72 inch pipe culvert lining; 5,060 LF of 14 inch depth concrete curb; 1,620 LF of 10 inch depth concrete curb and gutter; 4,660 LF of 12 inch deep concrete curb and gutter; 1,980 LF of 18 inch concrete curb and gutter; 5,920 SY of asphalt paved ditch; 520 SY of concrete sidewalk; 125 SY of aggregate sidewalk; 20 acres of hydraulic mulching; 3,850 LF of silt fence; 1,670 LF of sediment logs; 75 CY of Class 2 rip rap; 20 CY of Class 4 rip rap; 504 Gallons of pavement markings; and 103 CY of placing conserved topsoil. Option X (150 Feet) - Significant items include (approximate quantities subject to change): 220 LF of silt fence; 330 LF of sediment wattle; 170 SY of clearing and grubbing; 10 SY of concrete removal; and 330 CY of gabions. Project engineers estimate for the base schedules and the option range from $5 million to $10 million. It is anticipated that this project will be advertised in late November, 2012. Construction is expected to begin February 2013 and end as early as August 2013 and as late at November 2013 (depending on which bid Schedule/Option is awarded).
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/spg/DOT/FHWA/68/DTFH68-13-B-00006/listing.html)
- Place of Performance
- Address: Glen Canyon National Recreation Area, Marble Canyon, Arizona, United States
- Record
- SN02929329-W 20121115/121113234100-6bc25e06aaf46a9317ae6a9a8c0cce4c (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
(may not be valid after Archive Date)
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