Estimate for Construction of New Meeting Hall along with Conference Room, Court Room And Other Allied Works

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is Not involved and Not exceeding 2.0 metres depth including 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.

Earth filling under floors with surplus soil containing more than 40% taking outside the premises in 15 cm layers including ramming watering and consolidated lead upto 3 Km metres (CSR item No. 6.8 -a/i)

Cement concrete 1:4:8 With stone aggregates 20mm gauge i) mixing by manual means

Cement concrete 1:3:6 With stone ballast or Shingle i) mixing by manual means

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) (CSR item No. 9.1)

Centering and shuttering for columns (circular or curved in plain)

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

Damp proof course 4 cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per Sq.Mtr laid hot and sanded

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

First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level.