Construction of drain from Masjid Abu Hanifa (RA) to nallah at Meerak Abad, Shalimar

Engagement of labours for site clearance.

Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively)

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in- charge 1:3:6 or richer mix (i/c equivalent design mix)

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, 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 all kinds of soil 50 meter beyond 1 m from cutting edge.

Providing & laying stone soiling including compacting, watering including all carriages of material complete

Centring and shuttering including strutting, propping etc. and removal of form work for suspended floors, roofs, landings, balconies and access platforms

Providing & laying of PVC 100mm pipes of prince make Grade B including excavation & refilling complete job as directed at site including carriages upto site of work.

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 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 25mm thick with 12.5 mm nominal size stone aggregate