Estimate for laying U/G pipeline for outlet at RD 22810/L of Phul Disty

Lowering, jointing of RCC NP-2 plain end pipes 700 mm dia laying same to correct gradient and alignment and jointing end sand fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.

Lowering, jointing and cutting of RCC pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003 (@2.5m/No)

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, 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.

Dismantling brick work, tile masonry or tile lining .in cement

Earthwork excavation in foundation, 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 side 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 a lead of 30 metres.

PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type

C. Conc. 1:2:4 with stone ballast using concrete mixer volume metric type

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

10mm thick cement plaster 1:4

10mm thick cement plaster 1:4 floors