Name of Work: Construction of 4 Number WHS at Range Danta with two years defect liability period.
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Item Description
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Construction of 4 number WHS at Range Danta with two years defect liability period.
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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect . Hard / dense soil
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Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; 40 mm
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Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc.complete. In cement sand mortar 1:6
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Coursed stone Kharanja masonry (using hammer dressed stones not less than 20 cm in any direction and at least 50 % stones to be more than 23 cm in depth) up to 0.5 thickness on top ofexposed face, including all leads of allonstruction materials including curing etc. complete In cement sand mortar 1:6
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Dry stone masonry including all leads of all construction materials. 15 CM
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Plaster in cement sand mortar 1:5 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm
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Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor\"s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.
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Labour charges including watering for puddle work to obtain minimum dry density as 90 % of M.D.D.
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