Construction of Billawar nallah downstream Billawar road culvert by way of RCC walling Bed Flooring

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables, etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m including getting out excavated earth as directed by Engineer-in-charge, including all leads and lift a) All Kind of soil. = 50%, b) Ordinary rock=50%

Providing and laying in position of cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: a) 1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 40mm nominal size) (including all leads and lifts carriages of material by MT/HL)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centring ,shuttering, finishing and reinforcement. All work upto plinth level with: a) 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size) (including all leads and lifts carriages of material by MT/HL)

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttreses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centring shuttering, finishing and reinforcement. a) 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size) (including all leads and lifts carriages of material by MT/HL)

Steel Reinforcement for R.C.C. work including straightening, cutting bending, pacing in position and binding all complete above plinth level. a) Cold twisted bars.

Centring and shuttering including strutting, propping etc.and removal of form work for :

a) Foundations, footings, bases of columns etc. for mass concrete.

b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :- a) Sand from Billawar Crusher to site of work for an average lead of 2.00 km by MT. b) Stone agg. (Crusher bajree) below 20mm nominal size from Billawar Crusher to site of work for an average lead of 2.00 km by MT. c) Stone Agg. 40mm nominal size & above from Billawar Crusher to site of work for an average lead of 2.00 km by MT.

NARUPAM PARSHAD

Ishant Sharma