CONSTRUCTION OF STRUCTURES OF CREMATION GROUND (SHED FOR CREMATOURIM PASSEGE AND WOOD STORAGE, SITTING HALL AND BOUNDARY WALL) IN (M-CORP) WARD NO. 33 MODEL TOWN JALANDHAR (MPLAD SCHEME)

A-1 CIVIL WORK

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work isnot involved and not exceeding 2.0 metres depthincluding dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

Cement concrete 1:5:10 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Centering and shuttering for columns (Square or rectangular or poly gonal in plain)

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth