Construction of New PHC building at Guhaldangri under NHM PIP

Earthwork in excavation of foundation in all kinds of soil including dressing and levelling the bed to required depth and width and deposting the excavated materials away from work site as directed by Engineer in charge.

Filling foundation and plinth with sand well watered and rammed including cost, conveyance of materials, labour T&P, royalty etc.complete as per direction of the Engineer-in-charge.

C.C.(1:3:6) in foundation and plinth with 4 cm size hand broken hard granite metal of approved quality from approved quarry including hoisting, lowering and laying in position in layers not exceeding 15cm thick with proper compacting the concrete by means of vibrator to proper slope and level including curing, dewatering shoring, shuttering if necessary at the time of laying concrete with cost, conveyance, royalty and taxes of all materials required for the work as per specification and direction of the Engineer-in-charge.

Cement concrete (1:2:4) with 12mm size HG chips of approved quality from approved quarry in foundation including hoisting laying concrete including royalty, watering curing etc.complete.

R.C.C.M-20 with 20mm and down graded size h.g. chips of approved quality from approved quarry including hoisting, laying concrete to required thickness with cost, conveyance of materials labour T&P required for the work including shuttering, shuttering watering curing and royalty etc.complete as per specification and direction of the Engineer-in-charge. Column base

Grade beam/Plinth band

Column

Lintel

Chajja & self

Roof Beam