Strengthening and clearance of silt-mulba from Dhanna canal syphon of MRC Rd 11265-11385m of Main Ravi canal.

Pumping out water caused by continuous seepage broken mains or water drains,the like (pump having capacity4000ltr/hrs)

Silt clearance from canals inclusive initial lead and lift(50m and 1.5m respectively)(100% wet)

Extra for every additional lift of 1.5m or part thereof in excavation /banking excavated or stacked material (all kind of soil)(2no lift)

Carriage of silt /mulba av. Distance of 100m by head load

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead

Shotcreting R.C.C. coloumns,beams and slab etc. in layerswit approved design mix concrete having the specified minimum characteristics compressive strength (with ordinary Portland cement ,coarse sand and graded stone aggregates 10mm maximum size in portion as per design certeria) 75mm thick in grade M25 with cement content not less than 330kg per cum

18 mm plastering upto 10 m height above ground level with terrazzo finished, rubbed and polished complete under layer 12mm thick cement plaster 1:3 mix and top layer from thick white, black, chocolate, grey, yellow or boroda green marble chips of 3mm and down size laid in cement marble powder mix 3:1 (1 cement : 3 marble powder) by weight in proportion 4:7 (4 cement marble powder mix : 7 marble chips) by volume:

Earthwork in bulk excavation by Mechanical means (Hydraulic excavator) over areas exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan, disposal of excavated earth to be leveled and neatly dressed as directed by Engineer-in-charge, all kinds of soil: ( for checking leakage point.

Providing and laying specified grade of reinforced cement concrete including curing but excluding cost of centering and shuttering finishing and reinforcement (1: 1.5:3 mix with 20 mm size of stone aggregate) (in patches to be execute as per site condition)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m

Carriage of sand and st. aggregates av. Distance of 10km by MT

Hand pack stone filling into wire crate Excluding cost of stones and crates

Supply of stone

Carriage of stone at an avg. lead of 10 km by MT

Add cost of crates

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