Inter collage ka Jirnodhaar

Dismantaling of building

Clearing and grubbing road land including oprooting wild vegetation, grass, bushes, shrubs, sapling and trees of girth up to 300mm, removai of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable to be used or auctioned up to a lead of 1000m including removal and disposal of top prganic soil not exceeding 150 mm in thickness as Technical Specification Clause 201

Excavation in foundation in black cotton /kanker mixed soil including filling lift up to 1.50 m and lead up tto 30 m & including filling, watering and ramming of excavated each in to trenchs or into space between the building and the side of foundation trenchs or plinth and removal and disposal of surplus earth as directed by the Engineer -in-charge up to a distance of 30 m from the foundation trenches including all T&P phowarah and basked etc complete S I N0 252

cement concrete with 4 cm, gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all material, labour and T&P etc, required for proper completion S I N0 281

R.C.R.Stone masonary work in 1:4 cementt coarse sand mortar including all material labour t&p etc compt up to plinth

E/Work in cutting or embankment in mixed soil /black cotton soil , excavation to be in the from or regular pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layer, including ramming & dressing the surface to required llevels and slopes and also including lift up to 1.50 m and lead up to 30 m The earth cutting to be used in making embankment or to be deposited as spoil by the banks within 30 m distance as directed by Engineer -in -charg S I N0 253

Supply and laying of Local sand filling

Proving and injecting chemical for pre constructional anti termite treatment and creating chemical barrier around and under the coloumn pits ,wall trenches, base ment excavation,top surface if plinth filling, junction of wall and floor , along the external perimeter of binding ,expansion joints surrounding of pipes and conduit etccomplete( plinth area of the building at ground floor ony shall be measured as per IS 6313 PART II 1981) Aldrine emulsifiable concentrate or any other approved material such as Hepthchlor of Chlordane will be used as per PWD plinth area rate SOR

1st class brick work in 4:1 fine sand and cement of 1.25 finesness modulus mortar in super structure including supply of all material, labour and tools and plants, required for proper completion of work S I N0 (305)

1st class brick work in 4:1 fine sand and cement of 1.25 finesness modulus mortar in super structure including supply of all material, labour and tools and plants, required for proper completion of work S I N0 (305+309+310)