Site work and paving for a road / highway in Humboldt, Saskatchewan. Completed plans call for site work for a road / highway; and for paving for a road / highway.

Construction of an Intersection Treatment at the junction of Highway No. 5 with Range Road 2234, west of Humboldt; for a Total of One Treatment. Question Deadline 01/08/2025 Bidders shall submit all inquiries pertaining to the Bid Package documents a minimum of 3 business days prior to close of bidding directed to: Ministry of SaskBuilds and Procurement RFXquestions@gov.sk.ca Bidders may request a debriefing session from Ministry of SaskBuilds and Procurement by emailing constructionsbp@gov.sk.ca within 30 days after the award notification date. The intention of the debriefing is to aid the Bidder by identifying areas of improvement that may be applied to subsequent procurement opportunities. Estimated Quantities: Earth Embankment Including Hauling For Intersection Treatment: 1 treatment Sub-Base Course In Place, Contractor Supply: 1 900 t Granular Base Course In Place, Contractor Supply: 900 t Asphalt Concrete In Place, Contractor Supply: 800 t Completion Date: October 31, 2025 Deposit with each Tender - 5% of total bid. Deputy Minister of Highways Contact: SBP Construction Email: RFXquestions@gov.sk.ca The intent of this guideline is to aid in the design, testing, quality control, measurement and payment procedures for the application of Emulsified Asphalt Slurry Seal Surfacing. DESCRIPTION Slurry seal shall consist of a mixture of an emulsified asphalt, mineral aggregate, water, and additives, proportioned, mixed and uniformly spread over a properly prepared surface as directed by the Buyer's Authorized Representative (B.A.R.). The slurry seal shall be applied as a homogeneous mat, adhere firmly to the prepared surface, and have a skid-resistant texture throughout its service life. SPECIFICATIONS It is not normally required to run all tests on every project. A compilation of results from the listed tests should be indicative of system performance. Failure to meet specification for an individual test does not necessarily disqualify the system. If, for example, the system to be used on the project has a record of good performance, individual requirements for testing may be waived. Agency and testing methods are listed in the appendix (see Appendix A) and form a part of this guideline. MATERIALS 4.1 4.2 EMULSIFIED ASPHALT The emulsified asphalt, and emulsified asphalt residue, shall meet the requirements of AASHTO M 140 or ASTM D 977 for SS-1 or SS-1h. For CSS-1, CSS-1h, or CQS-1h, it shall meet the requirements of AASHTO M 208 or ASTM D 2397. Each load of emulsified asphalt shall be accompanied with a Certificate of Analysis/Compliance to indicate that the emulsion meets the specifications. AGGREGATE 4.2.1 GENERAL The mineral aggregate used shall be the type specified for the particular application requirements of the slurry seal. The aggregate shall be crushed stone such as granite, slag, limestone, chat, or other high-quality aggregate, or combination thereof. To assure the material is 100 percent crushed, the parent aggregate will be larger than the largest stone in the gradation to be used.