NPCA-2019-025 - Long Beach North Road Reconstruction and Drainage

This Request for Quotations (the “RFQ”) is an invitation by Niagara Peninsula Conservation Authority to prospective qualified contractors to submit quotation For the Long Beach North Road Reconstruction and Drainage project as further described in (Appendix D) (the “Deliverables”) and outlined in Appendix G the attached drawings.
As such, the NPCA is soliciting a proposal from qualified contractors to:

1. Obtain all necessary permits and approvals as required.
2. Obtain all utility locates within the project area. Note the NPCA will provide the location of all the NPCA’s private services.
3. Ensure all requirements of the Occupational Health and Safety Act are followed.
4. Completely remove all existing asphalt and granular base on the 750m long (approx.) and 4.0m wide existing campground ring road (as indicated by the red lines on the air photo below) and dispose offsite. 
5. Provide all lines, levels, and measurements as required.
6. Excavate as required to a depth of at least 450mm below grade.
7. Proof roll native subgrade prior to the installation of new granular road.
8. Supply and install 150mm diameter Big ‘O’ HDPE perforated drainage pipe complete with filter sock within a 300mm square clear granular trench surrounded by non-woven geotextile on both sides of the reconstructed road below the level to receive the Granular ‘B’ base. Install drainage pipe with positive drainage toward appropriate outlet.
9. Supply and install a 20m long (min.) French Drain through each of the 69 campsites ensuring that all low points are provided with drainage. The French Drain shall be comprised of a 100mm diameter Big ‘O’ HDPE perforated drainage pipe complete with filter sock installed in a 250mm square clear granular trench surrounded by non-woven geotextile. The French Drain shall outlet into the reconstructed road’s 150mm diameter Big ‘O’ drainage pipe (or other appropriate outlet as approved by the NPCA).
10. Supply and install a 300mm deep layer of Granular ‘B’ base along the reconstructed road. Proof roll the Granular ‘B’ at each 150mm thick interval.
11. Supply and install a 150mm deep layer of Granular ‘A’ overtop the Granular ‘B’ base. Proof roll. Grade the Granular ‘A’ to match existing adjacent grades as required.
12. Remove all surplus material and debris from the site upon completion of work;
13. Complete all work prior to November 30, 2019.