Construction of Dilapidated (Secondary) at High School Kwath Zone Inderwal District Kishtwar under Samagra Shiksha.

2 percent for design consultancy and proof checking and SBC determintion along with submission of the detailed structural, archetectual drawings (including sanitary,plumbing, electrical) designs, calculation of SBC and other relevant test reports, detailed estimate/BOQ in hard and soft copies duly vetted from NIT or IIT or Design directorate. Detailed estimate/BOQ provided should not exceed the advertised quantities/amount.

Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 meters lead of : G.S. Sheet

Dismantling wood work in frames, trusses, purlins and rafters upto 10 meters span and 5 meters height including stacking the material within 50 meters lead : of sectional area 40 sqcm. and above.

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.

Taking out doors, windows and clerestory window shutters (steel or wood)including stacking within 50 meters lead : Of area of 3 sqm. and below

Demolishing stone rubble masonry 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 Lime mortar or mud

Earth work in bulk excavation by manual means 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 :

Earth work in bulk excavation by manual means 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. Ordinary Rock

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: 25 meter beyond 1 m from cutting edge

Providing and laying in position cement concrete of specified grade including curing but 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)excluding the cost of centring and shuttering. All work upto plinth level with.