SAND. The contractor shall submit a current year's sieve analysis of both the local material (if applicable) and the imported sand/or equivalent used to manufacture the final product as well as blend site locations for blended local sand and /or method of transportation for imported material to the Department within seven (7) days of being awarded the contract. The Contractor may supply different materials (local or import) and methods of transportation (truck or barge/ship) to each of the individual sandpile sites in the contract. The source of each material used to manufacture the blended sand must be noted on the corresponding sieve analysis chart and identified. The final gradation shall meet the Department's specifications for winter sand, a copy of which is included in this contract. If local sand is being used the blend amounts will be determined by the Department to meet these specifications. No blending of materials can take place without personnel from the Highway Materials Lab Division of the Department of Transportation, Infrastructure and Energy on site. The final product shall not contain more than 6.0% moisture content, when tested in accordance with ASDM C566, when delivered to the designated stockpile sites in the contract. Adjustment in quantities will be corrected for sand delivered in excess of 6% and will be reflected in quantities paid.
SAND. Silt content of sand shall not more than permissible limit. If it is found more than the permissible limit, it should be washed at site by contractor at his own cost.
SAND. All scientific and technical information known or possessed by Dr. Sand concerning the Patent Rights or the Related Technology shall be deemed "Confidential Information." Dr. Sand shall not disclose or provide any such Confidential Information to any third party without the other party's prior written consent.
SAND. 5.5.1 The Contractor shall make his own arrangement for procurement of sand of approved quality and the same should be got approved from the Engineer- in-charge before it is used on the work. However, if the quarry proposed by the contractor does not yield adequate suitable sand, no claims can be raised against the Department. In that case, another quarry location will have to be established by the Contractor at his own cost and risk. The sand from such quarries should be got approved from the Department before using it on the work. The Contractor shall have to make arrangement at his cost for construction and maintenance of all roads leading to and from sand quarries to the work site as required by him.
SAND. Sand shall be from river or from any other source approved by the Consulting Engineer / Engineer-in-charge and shall be dry, clean, sharp, coarse and free from salt, earth and such other impurities. It shall be washed with clean water. The soluble contents shall not exceed 0.5% by weight if tested by settlement in water. For concrete work, the sand shall be coarser than for masonry work. Sand shall be used after screening as directed by the Engineer-in-charge. The sand shall conform to IS: 383-1970, fineness modulus shall not be less than 2.5.
SAND. Clean, dry, well-graded particles, passing Size 16 sieve, with the following additional requirements: Individual Sieve Size Percent by Weight Retained on Sieve 30 26 to 36 50 18 to 28 100 11 to 21 Pan 25 to 35 (range shown is applicable when 60 to 100 percent of pan is retained on Size 200 sieve)
SAND. Notwithstanding anything herein to the contrary, at any time or from time to time beginning January 1, 2010 to and including December 31, 2010, Seller shall have the right to substitute up to * * * Tons in the aggregate of 30/50 Sand in lieu of 20/40 Sand that would otherwise be required, absent this right to substitute, to be provided from the Ottawa Plant, in accordance with this Exhibit E. ** Sand produced from the Columbia plant does not meet API-specifications. 45 SPECIFIC TERMS IN THIS AGREEMENT HAVE BEEN REDACTED BECAUSE CONFIDENTIAL TREATMENT FOR THOSE TERMS HAS BEEN REQUESTED. THE REDACTED MATERIAL HAS BEEN SEPARATELY FILED WITH THE SECURITIES AND EXCHANGE COMMISSION, AND THE TERMS HAVE BEEN MARKED AT THE APPROPRIATE PLACE WITH THREE ASTERISKS (* * *). *** Or such lesser or greater amount that Buyer may elect by advance notice to Seller, subject in all cases to availability of the applicable Sand, provided that (i) no such amount for any grade of Sand shall vary (upward or downward) by more than thirty percent (30%) individually or in the aggregate at any time and (ii) in the aggregate, Buyer shall purchase * * * Tons of 20/40 Sand from the Columbia Plant, 40/70 Sand, 30/50 Sand, 16/30 Sand, 12/20 Sand, 100 Mesh Sand and USM 65 Sand, at the respective Purchase Price, per full Period. **** Subject in all cases to availability of the applicable Sand. Amounts in thousands of Tons 1st quarter 2nd quarter 3rd quarter 4th quarter Product January February March April May June July August September October November December Total 20/40 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 20/40 C* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 40/70 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 30/50 G or 20/40 G or 40/70 G or 100 Mesh G * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 16/30 C * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 12/20 C * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * USM 65 or 100 Mesh * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * TOTAL The notation “G” following the grade of Sand specified in the column captioned “Product” in the table above on this Exhibit E indicates that such grade is to be sourced from the Genoa Plant, subject to the terms and conditions set forth in the Agreement. The notation “C” following the g...
SAND. 14.6.1. Sand for all plaster and pointing work shall be fine sand and shall conform to or be superior in quality to the sample kept in the office of the GE. The grading of sand shall conform to IS 154. The sand to be incorporated under this contract shall be natural river sand except where crushed stone sand or crushed gravel sand or combination of any of these are indicated. It shall be hard durable clean and free from adherent coating and organic matters and shall not contain any appreciable amount of clay balls.
SAND. Sand shall be well graded fine aggregate clean river sand, free from soluble salts and organic impurities.
SAND. Refer para 5.4 MES schedule Part-I as applicable.