Estimate for BRICK LINING OF WATER COURSES RD 7035 L of Johal minor

Amount

Earth work excavation in ordinary soil, exclusive of compensation of earth:- Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods.

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

Dressing of Earthwork. Newwork or remodelling work.

Earth Filling with ordinary soil in 15 cm layers including, ramming, watering and consolidating lead upto 30m

Earth filling 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 30 metres.

Dag-belling with Single Kassi stroke minimum 7.5 cm depth.

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

Cement conc.1:4:8 with brick ballast

Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle incluiding steel reinforcement

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

First Class Burnt Brick laid in 1:5 Cement Sand Mortar for Bed & Side walls

10 mm thick Cement Plaster 1:3 on Side Walls

10 mm thick Cement Plaster 1:4 on Side Walls

10 mm thick Cement Plaster 1:3 on Floors

10 mm thick cement plaster 1:4 on floors.

Supplying of RCC Shutter

Supplying & Laying Dry Brick Bats

Dressing of Bed and Preparation of Sub-grade for Lining

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads for filliing. Lead 3 km

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. upto 1.5mtr depth. All classes of soil except rocky.

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 400mm i/d pipe.

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) 300mm i/d pipe

Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 160mm o/d pipe of 6 Kgf. / sqcm

Any Other Item

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