Repair and Restoration work of Ganeshkheda mr and Ganeshkheda bag Mr damage due to Heavy Flood.

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.(a) With initial lead of 250 m , (17a) Deduct in item no 16 (a) to (d) above if Standard Proctor's density to be achived is at least 95%

Watering of earth including cost of carriage of water when source of water is (a) up to 1 Km

Compaction of earth or highly weathered strata (b) By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. (i) at least 95% of Standard Proctor's density

Quarry spalls properly screened and graded but not more than 10 cm and not less than 10 mm in size including all lead and lift.

Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. NP-3 . Including Labour charges (b)200mm