What is the added cost from the previous plan of grind and inlay? Does it include the added curb at gutter cost?
Also, I noticed Level 2 ACP is estimated at $100/ton. This seems a bit high and should decrease with the increased quantities. Notice the three lowest bidders are all under $85/ton. http://www.cityofmolalla.com/sites/default/files/fileattachments/public_works/page/1507/notice_of_intent_-_molalla_-_stowers.pdf
Also, here the main link for the Stower’s project.
http://www.cityofmolalla.com/rfps?field_bid_rfp_status_value_1=awarded&=Apply
Here’s some attached information on the Stower’s, Grange & Heintz project. I will look into finding the emails where to publish the RFP if you still need me too?
Thank you,
Jennifer Cline, P.E.
City of Molalla
Public Works Director
O: 503.759.0218
F: 503.829.3676
From: Hash, Kenneth F. [mailto:HashK@hdjdg.com]
Sent: Wednesday, April 29, 2015 1:51 PM
To: Jenn Cline (jcline@cityofmolalla.com)
Cc: White, Maureen P.; Buehler, John A.
Subject: RE: Heintz street - west end
See correction below
From: Hash, Kenneth F.
Sent: Wednesday, April 29, 2015 1:42 PM
To: Jenn Cline (jcline@cityofmolalla.com)
Cc: White, Maureen P.; Buehler, John A.
Subject: Heintz street - west end
Full reconstruction
Excavate full depth and replace with 4 inches AC over 14-inches AB = $81K
Partial reconstruction
Remove AC plus 2-inches AB – replace with 6-inches AC = $65K
Kenneth F. Hash | Senior Transportation Manager
HDJ DESIGN GROUP, PLLC
Engineers | Landscape Architects | Planners | Surveyors
314 W. 15th Street, Vancouver, WA 98660
Phone: 360/695-3488 ext. 2122, Fax: 360/695-8767
Cell: 360/931-7551