Modernization of Kotda Santur and Musandawala canal in block Sahaspur dist. Dehradun under NABARD (C.M. Announcement No. 105/2020)

Amount

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Upto 3 m depth

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5)

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4)

Pointing with cement mortar (1:3) on brickwork/Stonework as per drawing and technical specification Clauses 613.3 and 1204

Plastering with cement mortar (1:4), 15 mm thick on brickwork/Stonework in substructure as per technical specification Clauses 613.4 & 1204

Providing and laying reinforcedcement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205. 5R.C.C M 25 R.C.C. 1:1.5:3

Supplying, fitting, and placing HYSD bar reinforcement in superstructure completeas perdrawing and technical specifications Clauses 1002, 1010 and 1202

Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials.( Normal Pressure (PN) in 8.0 Kg/Cm2) 355mm dia

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material

M/S KUNWAR SINGH NEGI