(APAS)07/KM/Kalimpong Town 2025 dt.07.11.2025

Earthwork in excavation for foundation structures as per drawing and technical specification including setting out, removing, spreading or stacking the spoils within a lead of 150 mts. as directed and including trimming the side of trenches leveling, dressing and ramming the bottom complete as per direction of Engineer-in-Charge in all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.

Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth,without rolling but including ramming.

Cement concrete with 30 mm down graded shingles excluding shuttering.N.B. Variety

Hire and labour charges for shuttering with centering and necessary stagingupto 4 m using approved stout props and thick hard wood planks of approvedthickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)

Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor).[Excluding cost of chipping over concrete surface].15 MM THICK

Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any.(1:3:6) proportion

Labour welfare cess @1%