Project Estimate for Restoration of Water Courses of RD 22965/L of PhillaurDisty by Laying Pipeline

Amount

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.

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.

Cement concrete 1:4:8 (a)with stone ballast 20mm gauge ii) mixing by mechanical means using concrete mixer volumetric type

Cement concrete 1:2:4 with stone blast or shingle mixing by mechanical means using concrete mixer volumetric type

First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth

First class burnt brick work laid in cement sand mortar 1:3 in first storey upto 4 metres above plinth level.

10mm thick Cement Plaster 1:4

Foot Rest for Manhole.

Providing and fixing RCC manhole covers only 560mm i/d RCC man hole cover only as per ISI

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

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

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.R.C.C. Pipe NP -2, 250mm i/d pipe

Any Other Item

SURINDER SINGH CONTRACTOR

TARSEM SINGH