Rejuvenation of WB (Takret Sar) Branwari Storage Tank, Kupwara.

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:within 1mtr from cutting edge. All kinds of soil :

Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:within 1mtr from cutting edge. All kinds of soil :

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m² on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material:

First Lift

Second Lift

Third Lift

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. (Total backfilling Qty=799.44-20%= 662.04 Cum) 20% is deducted on account of compaction.

Providing of dry stone soling including cost of supply.(Nallah)

Providing & laying in position, cement conc. Of specified grade excl. the cost of centering & Shuttering. All work upto plinth level in 1:4:8 (1 Cement: 4 Coarse Sand: 8 Graded stone agg) 40 mm Nominal size (Crushed).

Centering and shuttering incl. strutting, propping etc and removal of form work for;

Suspended floors, roofs, landings, balconies and access platforms.

walls any thickness including attached pilasters, butresses, plinth and string courses.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level in 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge Note: - Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level.

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately.Providing M-35 grade concrete instead of M-25 grade BMC/RMC.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer(welded)

P/F of G.I chain link fibre fencing of required width in mesh size 50×50 mm made of wire of dia 4 mm.

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works like gangway,control tower etc.

Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / sand.

Unloading sand/earth filled bags from boats Placing in Water

Add cost of EC bags.

Providing , installing and commissioning of single rave Winch machine including cost of all accessories (complete job).

CARRIAGE OF MATERIALS By Mechanical Transport including loading, unloading and stacking.

Stone soling from Avg.05 km

40 mm agg from Avg.10 Km

Stone agg. 20 mm Avg. 10 km

Sand from Avg. 25 km

Cement from Avg. 05 km

Steel from Avg. 05 Km

CARRIAGE OF MATERIALS By Manual Labour including loading, unloading and stacking for lead Upto 200 Mtrs.

Stone soling

40 mm agg

Stone agg. 20 mm

Cement

Steel