RUSD Sierra Elementary School Pavement Tender in USA - 22778311

Procurement Summary

Country: USA

Summary: RUSD Sierra Elementary School Pavement Rehabilitation Project

Deadline: 03 May 2018

Posting Date: 26 Apr 2018

Other Information

Notice Type: Tender

TOT Ref.No.: 22778311

Document Ref. No.:

Competition: ICB

Financier: Self Financed

Purchaser Ownership: -

Tender Value: Refer Document

CPV Classification

45214200 - Construction work for school buildings

Purchaser's Detail

Name: Login to see tender_details

Address: Login to see tender_details

Email: Login to see tender_detailsLogin to see details

Tender Details

Tender are invited for Pavement Rehabilitation Project listed below to include but not limited to the following and as more fully described in the construction plans : Remove the existing wrought iron fencing and store on-site. (Fence posts and footings to remain if the existing is level and is in good condition). Remove the existing basketball posts and footings. Remove the existing tether ball posts and footing.Remove the existing benches and store on-site. Remove (E) metal ramps and handrails and re-install after the asphalt paving. Adjust ramps and handrails to meet accessibility requirements. Ramp slopes not to exceed 8.33% in the direction of travel and 2% cross slopes. The existing iron fencing, benches, basketball, and tether ball post and equipments will be re-used and re-installed after the installation of the new asphalt pavement. Existing footing can remain as long as the integrity of the footing is not compromised and the supports are plum. If these conditions are not met, new footings will be installed per the plan details. Sawcut and remove existing pavement within the limits of demolition provided in the civil engineering drawings. Disposal of all debris. Sawcut asphalt 2' min. from (E) or (P) Curb, Lip, EP. Existing facilities (e.g. irrigation, electrical) to remain shall be protected during construction. See applicable landscape, electrical and architectural plans. Adjust manhole rims, valve boxes, vaults and inlets to finish grade within limits of constructions as needed. Verify all utility locations prior to construction. Existing underlying aggregate base material shall be proof rolled and compacted to 95% relative compaction prior to the installation of new asphalt concrete pavement. Portland cement concrete (PCC) shall achieve a minimum compressive strength = 3, 500 PSI at 28 days. Contour intervals are : 1' for index contours. Compaction testing will be required for AB and AC. Contractor to provide AC material submittals. Re-install wrought iron gate and fencing. Re-install basketball post. Re-install tether ball posts. Re-install steel benches. Re-install play court. Re-install play court striping. Re-paint multi-colored U.S. A. map to match existing.
Notes : A MANDATORY Pre-Bid Conference was held on April 17 2018 at 9 AM at 6811 Camborne Way, Rocklin, CA. This project has a "prevailing wage" requirement. Addendum #1 issued.

Documents

 Tender Notice