Development of Backyard of PHC Surasyar by way of solling , Concrete and tile work at Surasyar

Earth work in excavation by Manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shaftswells, 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, within a lead of 50 metres:

Providing and laying of stone soling hand packed complete Job excluding by Carragr by MT incl. plum.

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

12 mm thick cement sand plaster of (1:4) mix

Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) .Ordinary cement without any pigment.

Cement concrete flooring 1:2:4 50 mm thick with 20mm nominal size stone aggregate

Carraige of soling from Source to Site.

Carraige of stone aggregate, 20 mm from Source to Site.

Carraige of sand from Source to Site.