Construction of Bawdikheda Anicut near School on Nala Chivdiya Village Bawdikheda PS Ladpura District Kota

10.9.2 Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. 10.9.2.2 Tor or ribbed bars (IS :1786)

18.1 Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora 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. 18.1.1 Ordinary

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 (c) Hard soil mixed with Kankar / boulders, Morrum

Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. (b) Hard rock not requiring blasting

Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete

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

11.12 Preparation of foundation of structure including removal of all loose stones, silt and final washing. 11.12.1 By manual labour

10.10 Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. 10.10.2 Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.

10.1 Side shuttering including propping etc. complete (to achieve finish F 2 for 10.1.3 Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.

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 Proctors density