Development of Parking at Ward No. 07 Phase-3 of Kullu Town

Amount

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deepand disposal of rubbish, lead up to 50 m and lift up to1.5 m Proposed parking area

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) Proposed parking area & PCC below RCC wall

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns,drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand,compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in Charge. : 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. Proposed parking area

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.All works upto plinth level.Raft slab

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.All works above plinth level upto floor V level for retaining wall and parapet wall.

Centering and shuttering including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.PCC For Retaining Wall,Vertical Walls & Bottom raft side shuttering

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above and up to plinth level