1997-07-14_REVISION - M1988112 - Laserfiche WebLink

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BATTLE MOUNTAIN RESOURCES Page I-I San Luis Projcct Technical Specifications 1.0 GENERAL PROVISIONS 1.1 Supplemental Conditions Prior to any actual construction at the site, the Contractor will be required to submit a detailed work plan to the Designer for approval. The plan will clearly describe all equipment lay down areas, haul and access roads, temporary stockpiles, waste disposal, construction schedule sequencing, and construction methodology if not dictated within the Technical Specifications. Unless otherwise specified, full-time inspection of all construction activities defined by the Specifications will be provided by the Owner. The Owner's inspection of all work shall be performed under the supervision and control of the Designer or his designated representative while such work is in progress. Said inspections aze for the convenience, satisfaction and benefit of the Owner in determining that the work is performed in strict accordan~;e with these Specifications. It shall be the Contractor's sole responsibility to provide all required materials (both natural and manufactured) and to perform all work in conformance with the ;specifications. The Owner's inspections and approvals shall not relieve the Contractor of responsibility for the adequacy and acceptability of the finished work or portions thereof. All work performed by the Contractor shall be subject to final approval by the Owner and the Designer, brit the detailed manner and method of doing the work shall be under the control of the Contractor. The Owner reserves the right to perform portions of the work described herein using the Owner's equipment and manpower. Construction quality control testing shall be conducted by the Designer during the course of the construction activities unless otherwise indicated in these Specifications. Quality control testing shall consist of, but is not limited to, determination of moisture-density rel~dionships for compaction control, grain size analyses, agricultural soil analyses, concrete/grout compressive strength, and moisture content and density determinations for fill materials. Unless otherwise indicated, test procedures shall conform to applicable ASTM standards, as documented in the edition of the standards in force at [he start of work. The Contractor shall examine the Specifications and Drawings to be awaze of all conditions at the site affecting execution of the work. These conditions include, but aze not limit<:d to: • Selecting borrow areas; N:\DHALLMAN\SANLUIS\.SANLUIS.DOC SRK Project No I June 4, 1997