C/o Rain water Harvesting Structure Bhatoli Nallah in Village Bhatoli up side of the cremation ground of Bhatoli in GP Minta Tehsil Fatehpur District Kangra District Kangra.

Amount

Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts

Providing and layingcement concrete 1 : 4 : 8 ( One cement : four sand : eight grades stone aggregsate 40 mm nominal size) and curing complete excluding cost of form work in Foundation & Plinth

Providing and layingcement concrete 1 : 3 : 6 ( One cement : three sand : six graded stone aggregsate 20 mm nominal size) and curing complete excluding cost of form work in Foundation & Plinth

Providing and laying cement concrete work 1:2:4 (One cement : Two sand: Four graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work reinforcement for reinforced concrete work in:-

Wall ( any thickness but not less than 0.10 mtrs thickness) attached pillasters, butteresses, plinth and string courses etc. from top of foundatiion level upto floor two level

Providing and laying cement concrete work 1:1.5:3(One cement : one and half sand: three graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work reinforcement for reinforced concrete work in:-

Wall ( any thickness but not less than 0.10 mtrs thickness) attached pillasters, butteresses, plinth and string courses etc. from top of foundatiion level upto floor two level

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain concrete in :-

Vertical surfaces such as walls of (any thickness) partitionand the like including attached pillarsters buttresesses, plinth and string courses and the like.

Edges of slab and breaks in floor and walls :- Above 20 cm wide.

Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level.

Laying GI pipe 150 mm dia medium class during concreting for scouring arrangement ( Pipes to be supplied departmentally free of cost) .

Providing and fixing CI Sluice valve 150 mm dia of class PN-1 with GI pipe 150 mm dia medium class including flanges as per table 5 with nuts and bolts, 3 mm thick asbestos insertation, two layers of welding from inside and out side of the pipe complete in all respect.

Providing in RCC work smooth finishing of the exposed surface with cenmen mortar 1:3 (One cement : three sand)

Boulder filling tightly packed

RAVINDER KUMAR CHOUDHARY

SURESH KUMAR

JAGJIT SINGH PATHANIA

ASHWANI KUMAR

nitish gov cont

RAVI DATT