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. The contractor must include 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 with this tender. The source of each material used to manufacture the blended sand must be noted on the corresponding sieve analysis chart and identified. Blend site locations for blended local sand and /or method of transportation for imported material must be delivered 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 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. 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. TS-258 Well graded non-staining masonry sand conforming to ASTM C1 44. Use white Silica sand pointing mortar. No other Sand shall be permitted for mortar or grout unless otherwise tested and approved by the Managing Official.
SAND. 1-1/2 .parts
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. 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. Refer clause 1 & 5 of MES Schedule Part-I. For source refer PS clause 4.1.2.2 here in before.
