Preparation of Mortar Sample Clauses

Preparation of Mortar. Unless otherwise specified, the cement mortar used in masonry works shall be cement mortar mix MM5 grade using minimum, 288 kgs. Of cement per cubic meter or mortar. Mixing shall be done thoroughly preferably a mechanical mixer. In such cases, the cement and sand in the specified proportions shall be mixed dry thoroughly in the mixer operated manually or by power. Water should be added gradually and wet mixing continued at least for 3 minutes. Water should not be more than that required for bringing the mortar to the required working consistency of 90 to 130 millimeters as required in Clause 9.11 of I.S. 2250-1981. The mix shall be clean and free from injurious kind of soil, acid, alkali, organic matter or deleterious substances.
Sample 1
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Preparation of Mortar. Unless otherwise specified the cement mortar used in masonry works shall be cement mortar mix 1:5 (one cement five sand by volume). Cement mortar for use in masonry shall invariably be produced in mechanical mixer and by weigh batching. In exceptional circumstance under specific orders from Engineer-in-Charge volumetric batching may be resorted to Hand mixing will not be permitted, except in exceptional circumstances such as mechanical break down of mixer or unless total requirement of mortar on a day, is so small in quantity for use on a particular day that mechanical mixing by the smallest available mixer will produce mortar in quantity larger than the total requirement, thereby causing wastage of mortar. Hand mixing (to be permitted in exceptional circumstances and when the quantity of work is very small) shall be done on a smooth water tight platform large enough to allow efficient turning over of the ingredients before and after adding water, sand after washing shall be stored in stock in stock piles with a free draining base for atleast 3 days to ensure that the material delivered for batching has a reasonably uniform moisture content. The surface moisture in sand shall be determined in accordance with the method prescribed in I.S. 2386 Part III 1963 as revised from time to time. Water shall be added gradually and wet mixing continued atleast for 2 minutes. Water should not be more than that required for bringing the mortar to the required working consistency of 90 to 130 millimeters as required in clause 9.1.1 of I.S. 2250 – 1981. The mix shall be clean and free from injurious kind of soil, acpl, organic matter or deleterious substances.
Sample 1

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