Construction of Bwall and pucca drain in Km.1st RD.0-50 on Bhaddu link road to Mohalla Padha Internal roads

Amount

Earthwork in excavation by mechanical means (Hydraulic excavator) in trenches for foundation, drains, pipes etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on Plan, including dressing of sides and ramming of bottoms including getting out the excavated earth and disposal of surplus excavated earth as directed including all leads & lifts. All Kind of soil. = 50%, Ordinary rock. = 50%

Providing and laying cement concrete of specified grade indluding curing but excluding the cost of centring and shuttering. All work upto plinth level with: (including all leads and lifts of carriages of material by M.T. / H.L)

a) 1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 40mm nominal size).

b) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size with 20% boulders).

Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) and curing complete (including all leads and lifts of carriages of material by M.T. / H.L)

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 of carriages of material by M.T. / H.L)

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.

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

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

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

c) Suspended floors, roofs, landings, balconies and access platforms.

d) Edges of slabs and breaks in floors and walls under 20cm wide.

Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :- a) Sand from Naj crusher at Billawar for an average lead of 10.00 Km. by M.T. b) Stone aggregate 40mm nominal size & above from Naj Crusher Billawar for an average lead of 10.00 Km. by M.T. c) Stone aggregate (Crusher bajree) below 20mm nominal size from Naj Crusher Billawar for an average lead of 10.00 Km. by M.T. d) Stones / boulders from Bheeni nallah for an av. lead of 5.00 km. by M.T.

TILAK RAJ

M/S RASANT SINGH