Construction of Renovation of Kaya (Amdari) Tank Village - Kaya, G.P. - Kaya, Teh. - Girwa, Dist.- Udaipur

Cutting and clearance of jungle, bushes, shrubs, Ankra / Ipomoea, Julicflora typna etc. on canal and bunds in dry /moist /slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting . ordinary

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift upto 1.5m including dressing of excavated area and dewatering wherever required complete in:-(c ) Hard soil mixed with kanker / boulder, morrum

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift upto 1.5m including dressing of excavated area and dewatering wherever required complete in:-(b) Hard / Dense Soil

Preparation of foundation of structure including removal of all loose stones and silt and final washing By manual labour.

Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc. with cost of dewatering wherever required, and complete in all respect

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.With lead beyond 250 m and up to 750 m (½ Km) (a) Deduct in above item no 16 above if Standard Proctor's density to be achived is at least 95% (Rate = 137.50-10 = 127.50)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km (9 No. of leads Rate 8.75X9=78.75)

Compaction of earth or highly weathered strata 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

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

Supplying,Laying&consolidationofquarryrubbish/Murrum/Murdatorequiredgrade&camberinlayersnotexceeding15cm.thickness(loose)by road roller as per specifications including dressing etc. complete.