C/o CC Dam in Nalwa basti Nallah in GP Mundla Dhar

Amount

Excavation work by mechanical means (Hydraulic excavator)/manual means in foundation, trenches ( not exceding 1.5 m in width or 10 sqm on Plan) including dressing of sides and ramming of bottoms lift up to 1.5 mtr. . Clear edge of the excavation and then returning the stacked soil in 15 cm layers @40% ord. rock in total qty

Excavation work by mechanical means (Hydraulic excavator)/manual means in foundation, trenches ( not exceding 1.5 m in width or 10 sqm on Plan) including dressing of sides and ramming of bottoms lift up to 1.5 mtr. . Clear edge of the excavation and then returning the stacked soil in 15 cm layers @60% hard rock in total qty.

P/Laying in position cement Concrete of specifed grade excluding the cost centering and shuttering all work of plinth level in cement concrete 1:4:8 (1 Cement : 4 Sand : 8 Stoneof 40 mm nominal size) .

P/Laying in position cement Concrete of specifed grade excluding the cost centering and shuttering all work of plinth level in cement concrete 1:3:6 (1 Cement : 3 Sand : 6 Stoneof 20 mm nominal size) .

Providing and laying in position specified grade of rainforced cement concrete excluding cost of form work all work up to plinth level 1:2:4 ( 1 cement :2 sand :4 graded stone aggregate 20mm nominal size)

Providing Centring and shuttering including strutting, including propping etc. and removal of form work for.Foundation ,footings ,bases & S/St.

Providing steel reinforcement for RCC work i/c straightening, cutting , bending, placing in position and binding all Mild steel and medium Tensile steel bars

Providing & laying S&S centrifugally cast (spun) iron pipes confirming to ISI-1536 300 mm dia

Providing lead caulked joints to spun or GI pipes and special i/c testing of joints but excluding the cost of pig lead 300 mm dia

Supply of pig lead at site of work

Excavation work by mechanical means (Hydraulic excavator)/manual means in foundation, trenches ( not exceding 1.5 m in width or 10 sqm on Plan) including dressing of sides and ramming of bottoms lift up to 1.5 mtr. . Clear edge of the excavation and then returning the stacked soil in 15 cm layers @75% ord. rock & @25% hard rock in total qty. (CWS)

Wire create made of GI wire filled with boulde with square cut faces against the wire and JI wire 4mm/5mm thick corrosponing to SWG-8 and 15 cmx15cm mesh i( wire crate to be measured & paid for separterly ) (CWS)

Wire create made of GI wire filled with boulde in wire create vertical bounds with sloping in sqare cut stone faces in gabion toe protection (CWS)

tek chand

A&N associates Builders