Notes on South Jennings Rd site showing.doc
DOC document 27 KB Posted
- Attached to
- EMERGENCY WATERSHED PROTECTION PROGRAM - South Jennings Site, Town of Collins, Erie County, NY
- Solicitation number
- AG-2C31-S-10-0012
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Abstract.pdf | ||
| South Jennings Rd_Final-Drawings.pdf | ||
| SF1442.pdf | ||
| South Jennings Rd_Construction Specifications.pdf | ||
| Solicitation.pdf | ||
| Wage Rates - Erie County.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Notes on South Jennings Rd site showing Aug 24th 2010 10:00 am
Contracting Notes:
· It was reminded to make sure and sign the offer as well as any amendments on the bid submissions.
· Any questions regarding the proper way to fill out bid submissions should be directed to Lauri Eipp at: (315) 477-6522
· This is a federal job so proper signage is required at construction site.
· Sign noting Davis Beacon wage rates apply
· Sign noting hard hat area
· See specs for more details
· This job is in the $ 25,000 ~ $100,000 range
· Once the bid has been awarded the winning bidder will have 7 days to send Lauri the payment bond and any other required papers such as a sediment and erosion plan.
· The bid opening will be at 11 am on Tues Aug 31st at the East Aurora field office.
· The bid should be awarded 2 to 3 days after the bid opening.
· This is a competitive bid open to everyone.
· 18 day performance time.
Design Notes:
Up-Stream Side-
· There is an 15” x 8” box culvert.
· Access roads to each side of the site are present, but may not be preferred access by contractor.
· Normal signage required for this site as well as a sanitary facility.
· Any trees that are needed to be removed can be left on site, outside of flood plain.
· A 1” gas line runs through part of the site and is thought to be close to the ground surface.
· Dewatering is required on both sides of the site.
· The down-stream side appears to require more effort to dewater
Down-Stream Side-
· Move ditch coming down from the road over.
· Key in just past the scouring.
· Stone base gradation in specs.
· Toe is not anticipated to move much from its current location.
· Hole outside of culvert is estimated to be about 3’ deep.
· Any cut on the site should be able to be used in any fill and shaping needed.
· Access present on this side of the site takes you down stream of site, requiring contractor to come back up stream.
· This access is anticipated to be used for moving equipment not rock.
· The trees by the rock lined ditch outlet will be needed to be taken out.
· No guarantee of growth is required by contractor for live stakes or whips as long as they are planted as specified.
· One person with first aid certification is required to be on site at all times.
· A safety plan and E&SC plan must be submitted prior to the start of construction.
· There are control points on the road.
· NRCS will be any layout for the site that the contractor requests.
File details come from the government source that posted it. Updated .