Bids Are Invited For Unwin Pit, Crushing, Stockpiling And Other Work

Unwin Pit, Crushing, Stockpiling And Other Work . The Work Under The Terms Of This Contract Involves The Crushing And Stockpiling Of Aggregates At The Unwin Pit, Located In The R.M. Of Manitou Lake #442. The Contractor Shall Work Within The Limits As Determined By The County And Adhere To The Completion Dates Set Forth. The Contractor Shall Note That All Aggregates Identified Within The Proposed Excavation Areas Shall Be Utilized, Including All Aggregates Below The Existing Water Table. Any Dewatering Methods Shall Meet All Applicable Environmental Regulations. No Separate Or Additional Payment Will Be Made For Utilizing Aggregates Below The Water Table Or For Dewatering Operations. Payment For This Work Will Be Considered Incidental To The Unit Price Bid For The Class Of Material Produced. Moreover, Any Adjustments To Excavation Procedures Or Equipment Requirements Due To Pit Conditions Will Be Considered Incidental To The Unit Price Bid For The Class Of Aggregate Material Produced. Silty Clay Lenses May Be Present In The Pit Run Aggregate Within The Designated Area. Any Clay Removal Or Adjustment Of Crushing Methodology To Deal With The Clay Shall Be The Responsibility Of The Contractor. No Separate Or Additional Payment Will Be Made For The Mobilization/Demobilization Of Equipment, Excavation, Hauling Or Stockpiling Of The Clay In A Location Identified By The Consultant. Payment For This Work Will Be Considered Incidental To The Unit Price Bid For The Class Of Aggregate Material Produced And Shall Not Be Considered As An Extra Work Item. The Contractor Shall Strip Topsoil And Subsoil Prior To Commencing Crushing Operations. Topsoil And Subsoil Excavation Shall Be Hauled To The Location Identified On The Site Plan Drawing And Stockpiled As Directed By The County. Payment For All Designated Topsoil And Subsoil Stripping On This Project Will Be Made At The Lump Sum Bid For Common Excavation . The Contractor Shall Note And Be Prepared To Comply With Section 3.2.3.1 Of The Standard Specifications For Highway Construction: All Material Up To And Including 300 Mm Diameter In Designated Sources And Department Sources Identified In The Contract Shall Be Crushed. Any Oversized Rock Shall Be Stockpiled At Locations As Determined By The County. 5.14.1 Unwin Pit (Sw 32-45-27-W3) The Contractor Is Required To Crush 62,000 M3 Of 4-20 Modified (Spec B) By October 31, 2024. The Materials Shall Be Stockpiled In The Areas Determined By The County. The Existing Open Face Of The Pit Shall Be Mined To The East As Shown On Drawing No. 08046-02. The Contractor Shall Be Aware That There Will Be Elimination Of Fines Required At This Pit. The Reject Material Shall Be Stockpiled At A Location As Determined By The Contractor, With Approval Of The County.

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Global Tender Document	Tender Notice