Construction of drain by way of laying 1-4-8 as mudmat , abutments in 1-3-6 and flooring 50mm thick in 1-2-4

Amount

Earthwork in Excavation by manual means in trenches for foundations, drains, pipes, cable etc(Not Exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth upto 1.5m including disposal of excavated earth upto 1m from cutting edge, disposed earth is to be levelled and neatly dressed in all kind of soil

Providing and laying in position Cement Concrete of specified grade excluding the cost of centring and shuttering, all work upto plinth level (1:4:8) 1 cement:4 coarse sand:8 graded stone aggreagate 40mm nominal size (crusher)

Providing formwork to side of plinth / foundation using filmcoated ply sheet or steel plate

Providing and laying in position Cement Concrete of specified grade excluding the cost of centring and shuttering, all work ypto plinth level (1:3:6) 1 cement:3 coarse sand:6 graded stone aggreagate 20mm nominal size (crusher)

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand:4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. complete: 50mm thick with 20 mm nominal size stone aggregate crushed

Consupmtion of Material and Carriage (To be Paid as per actual during execution)

Carriage of Sand av. 20 KM by M.T

Carriage of Stone av. 10 KM by M.T

Measurable quantitiesmay vary at the time of actual execution of the work and shall be allowed as per actual with in the estimated cost.

M/s Golodu Ram

ROMESH SINGH

Radha Krishan

Kuldeep Singh

Rakesh Kumar