ESTIMATE FOR EXTENSION OF LAYING OF U/G RCC PIPELINE OF O/L RD 148000/L OF NARWANA BRANCH.

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, diversion for traffic, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.

Lowering, jointing of RCC NP-2 plain end pipes 600 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.

Lowering & jointing RCC S&S pipe 600 mm dia in trenches & laying same to correct allignment (Complete) as per IS 458-2003

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 renches, 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 1:4:8 manual with stone blast 40mm

Cement concrete 1:2:4 manual with 20mm stone blast

Shuttering for concrete faces

First class burnt brick work laid in cement sand mortar 1:6

10 mm thick Cement Plaster 1:4 on Side Walls

10 mm thick Cement Plaster 1:4 on Floors