Estimate for Brick Lining of 11150 L and 17840 L of Kot karm chand Disty

Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods (Cutting)

Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods. (Filling)

Dressing of New Earthwork

Dag belling single kassi stroke minimum 7.5 cm depth.

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

10 mm thick Cement Plaster 1:4 on Side Walls

10 mm thick Cement Plaster 1:4 on Floors

Dressing of Bed and Preparation of Sub-grade for Lining

Supplying of RCC Shutter with One Extra Frame for Nakka and Branch Offtakes (RD 17840)

Supplying of RCC Shutter with One Extra Frame for Nakka and Branch Offtakes( RD 11150)

Fixing of Shutter and Frames for Nakka and Branch Offtakes

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) (e) 450mm i/d pipe

Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes

LDPE film of 150 micron over sleepers for construction and expansion joints

Filling construction joints with special impervious hot pour as per design and speifications

Earth work (exclusive of compensation for earth) in excavation in ordinary soil or soil containing gravel or kankar upto 40% and filling in 15 cm layers in foundation and plinth including ramming watering and consolidating under floors with earth brought from a distance not exceeding 30metres

HOISTING, ROOFING AND WATER PROOFING Extra bitumen painting at 0.69 Kg. per sqm

CENTRING AND SHUTTERING Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

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.

Any Other

# of occurrences