Stockpile Sample Clauses

Stockpile. Prior to commencing stockpiling operations, the CONTRACTOR will prepare the stockpile site at the designated location to the specifications of the Public Works Field Coordinator. The stockpile shall be constructed by first spreading material over the entire base and building upward in uniform layers. The stockpile shall be built with haul trucks supplied by the CONTRACTOR. In some cases, a Tele-Stacker Conveyor can be utilized. Use of stockpiling methods will be left to the judgement of the Public Works Field Coordinator. Any necessary leveling is to be done by the CONTRACTOR.
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Stockpile. A. The top of the pile shall be a uniform surface.
Sample 1
Stockpile. During the Interim Period, Seller shall work in good faith with Purchaser to determine the quality of the Stockpile Coal of coal located on the San Xxxx Property (and not yet delivered to PNM), and Seller shall use Commercially Reasonable Efforts to have a Stockpile Coal of 4.8 million tons plus or minus 200,000 tons.
Sample 1
Stockpile. A IN PLACE UNIT WEIGHT OF PRODUCT, LBS./FT(3) 99.079 ASTM C29 -------------------------------------------------------------------------------- B UNIT WEIGHT OF PRODUCT, TONS/YD(3) 1.338 (A*27/2000) -------------------------------------------------------------------------------- C CUT VOLUME OF STOCKPILE, YD(3) 0.000 FROM SURVEY -------------------------------------------------------------------------------- D FILL VOLUME OF STOCKPILE, YD(3) 1194.963 FROM SURVEY -------------------------------------------------------------------------------- E TOTAL VOLUME OF STOCKPILE, YD(3) 1194.963 (C+D) -------------------------------------------------------------------------------- F TOTAL PRODUCT IN STOCKPILE, TONS 1598.342 (E*B) -------------------------------------------------------------------------------- REMARKS: 240 [GRAPHIC OMITTED] 241 TRI-STATE TESTING. LABORATORIES, INC. INVENTORY/ SURVEY REPORT ------------------------------------------------------------------------------- CLIENT: MONROC JOB #: ------------------------------------------------------------------------------- PROJECT: INVENTORY DATE: 01/18/01 ------------------------------------------------------------------------------- PIT LOCATION: SALT LAKE CITY, UTAH SURVEYED BY DD/KW ------------------------------------------------------------------------------- STOCKPILE LOCATION: ------------------------------------------------------------------------------- PRODUCT: NSL POND SAND STOCKPILE: ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- A IN PLACE UNIT WEIGHT OF PRODUCT, LBS./FT(3) 97.256 ASTM C29 ------------------------------------------------------------------------------- B UNIT WEIGHT OF PRODUCT, TONS/YD(3) 1.313 (A*27/2000) ------------------------------------------------------------------------------- C CUT VOLUME OF STOCKPILE, YD(3) 0.000 FROM SURVEY ------------------------------------------------------------------------------- D FILL VOLUME OF STOCKPILE, YD(3) 37262.407 FROM SURVEY ------------------------------------------------------------------------------- E TOTAL VOLUME OF STOCKPILE, YD(3) 37262.407 (C+D) ------------------------------------------------------------------------------- F TOTAL PRODUCT IN STOCKPILE, TONS 48923.901 (E*B) ------------------------------------------------------------------------------- REMARKS: 242 [GRAPHIC OMITTED] 243 TRI-STATE TESTING. LABORATORI...
Sample 1
Stockpile. Only items identified in the Notice to Contractors titled “Stockpile” are eligible for Stockpile payment.
Sample 1
Stockpile. Construct a rock stockpile at the location shown on Exhibit A, according to the specifications in Exhibit C. The stockpile site shall be cleared and grubbed of all vegetation, uniformly sloped at 2 percent and ditched as required. Construct the stockpile site as marked in the field, with an average length of 194 feet and an average width of 95 feet. The stockpile shall have a base of 160’ x 75’, 1-1/3:1 sloped sides and height of 15 feet, with top dimensions of 120’ x 35’. The stockpile shall have all dimensions uniformly dressed and struck.
Sample 1
Stockpile. Construct 2”-0” crushed rock stockpile at location shown on Exhibit A, according to the specifications in Exhibit C. The stockpile site shall be cleared and grubbed of all vegetation, uniformly sloped at 2 percent and ditched as required. The stockpile shall have a base of 85.0’ x 65.5’, 1-1/3:1 sloped sides with a height of 15 feet, and a top dimension of 45.2’ x 25.7’. The stockpile shall have all sides and top uniformly dressed and struck.
Sample 1
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Related to Stockpile

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