Repair/Renovation of Sub-Centre Chak Mohd Yar (Under Recovery and Reconstruction window of NDRF for the year 2026-27)

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-incharge.1:3:6 or Richer mix..

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. All kinds of soil.

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil.

Labour engaged for site clearance and cutting of plaster etc and other miscellaneous works required at site. (to be paid as per actual)

Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs,balconies, terraces etc consisting of following operations. a) Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with waterproofingcompoundconforming to IS 2645 and approved by Engineer-in-charge over the RCC Slabincluding adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm size with 50% of Cement mortar 1:5 (1 Cement : 5coarsesand)admixedwith water proofing compound conforming to IS 2645 and approved by Engineer-incharge over 20mm thick layer of cement mortar of mix 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineerin-charge to required slopeand treating similarly the adjoining walls upto 300mm height including rounding of Junctions ofwalls and slabs) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. d) finishing the surface with 20mm thick joint less cement mortar of mix 1:4(1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm/sq 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by Engineerin-charge. 23.7.1 With average thickness of 120mm and minimum thickness atkhurra as 65 mm .

Repair to plaster of thickness 12mm to 20mm in patches of area 2.5m2 on plan & under including cutting the patch shape etc in 1:4 mix.

Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping and sand papering and preparing the surface smooth

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade to new work with two or more coats on new work (two or more coats)

Finishing wall with Water proofing cement Paint of approved brand to give an even shade on new work (two or more coats)