Construction of canal link drains lift scheme from agriculture lands of tehsil Bharatpur, Kumher, Rarah, Deeg to Main drain Homes canal and renovation of Lakhanka minor, Awar sogar minor, Bharatpur Distry, Sajola minor, Kumher minor etc of Yamuna wa

Cutting and clearance of jungle,bushes,shrubs Ankra/Pomoea,Julicflora type etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instruction of the Engineer-in -charge.Cost of wood has been deducted from rates and thus will be property of contractor after cutting .(For thick)

Survey work with total station and preparation of L- section showing level @ 30 meter and X-section with levels at suitable interval clearly showing shape of canal, X-section should be extended both side 10m beyond bank toe/borrow area. The location of C.D. works direct out lets (with size & nos.) / cuts, regulators and existing lining (type and extent) be marked (this shall be done separately for each main canal, branches/minors/sub minors). Listing of present status of existing structures and lining reaches indicating visible distress conditions complete in all respect with material including nominal jungle clearance required for survey work Digital plotting of drawings with scale 1:2500 (H) and 1:100 (V) for Lsections and 1:100 (H&V) for cross sections for main canal / branches and 1:50 for distributaries and minor/sub-minors including all ancillary works as described in specifications and conditions of contract. (c) For Existing canal having discharge> 26&up to 100 cusec

Earthwork in 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, dewatering wherever required complete in all respect (b)Hard / dense soil

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.Deduct in item no 16 (a) to (d) above if Standard Proctor's density to be achived is at least 95%

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.(ii) 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

Benching base and depositing the excavated material including dressing etc. Complete with in initial lead up to 50 M and fift up to 1.5 M

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

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