Construction of Bio-Medical Waste storage dumping site/ shed on Scientific Line with Color Coded Compartment at Govt. Psychiatric Diseases Hospital Srinagar.

Main Part

Earth work in excavation by manual means (hydraulic excavator) 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 a lead of 50 metres: All kinds of soil :

P/l stone incld. hand packing all carriages complete job

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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

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 all complete.Welded

Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gram/m2.

P/F of P.G.I for ridge of 60 cm wide

P/F of anchoring bolts of 16mm dia 450mm long incld. Threading complete.

P/F plain eves boarding 250x32 mm 2nd class kail wood.

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

P/F of RCC work incld cutting, bending, straight, cutting and placing in position TMT bars

CARRIAGE OF MATERIAL FROM SOURCE TO S.O.W BY M.T avg lead 25km from source. Agg upto 40mm

Sand for avg lead of 20km Near Hamam Side

Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer- in charge: 1:3:6 or richer mix (i/c equivalent design mix)

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 meters lead. kg 4.30 15.19 Dismantling steel work manually/by mechanical mean

Ramp Construction

Engagement of labours for clearance of site, removing vegetation and disposal of same as directed by eng. in charge

Earth work in excavation by manual means intrenches for foundations, rains, pipes, cablesetc. (not exceeding 1.5 m in width)anfor shafts, wells, cesspits and the like not exceedin 10 sqm on plan, including dressing ofsides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal ofsurplusexcavated earth as directed:

P/L stone soling incld. hand packing all carriages complete job

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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding and carriage all complete upto plinth level. TMT bars of grade Fe 500 or more

Supplying and fixing rolling shutters of approvedmake, made of required size M.S. laths, interlocked together throughtheirentire lengtandjointed together at the end by end locksmounted on specially designed pipe shaft with brackets, side guides and arrangements forinside and outside locking with push and pull operation complete, including the cost of providingand fixing necessary 27.5 cm long wiresprings manufactured from high tensile steel wire of adequate strength confirming to IS:4454part-1 and M.S. top cover of requiredthickness for rolling shutters.10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover.

P/L specified grade rcc incl. curing but excid. cost of centering, finishing and r/f All works upto plinth level.(1:2:4)

R/F for RCC work incld, cutting, bending, straigthening cutting and placing in position T.M.T bars

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven storey height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffoldings for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding.

CARRIAGE BY MT Sand Avg 25 Km by MT

Stone aggregate for avg lead of 25km