Construction of deep drain at Industrial Estate Baramulla

Earth work in excavation by mechanical means (hydraulic excavator) 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 offside sand ramming of bottoms lift up to 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a leadof50metresincludingallcarraiges.For Drain:-1000'x6'-6""x6'=390000cft ForManholeChamber=15x6'-6""x6'-6""x6'=585.00cft Total=39585cft or 1121.38 cum

Supply filling dry stone soling tightly handpicked under foundation & under floors including all leads lifts and all carriages upto site of work complete For Drain: 1000'x6'-6""x6''=3250cftFor Manhole Chamber:15x6'-6"x6'-6"x6''=48.75cft Total=3298.75cft or 93.44 cum

Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centering and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)includingallcarriages. ForDrain:1000'x6'-6"x4"=2145cftForManholeChamber :15x6'-6"x6'-6"x4"32.17cft Total=2177.17cft or 61.67cum

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, including the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal sizestone aggregate15x5'x5'=375sft =34.85 SQM

Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns etc. for mass concrete including all carriages upto site of work complete For Manhole chamber: a) walls=15x2(2(5'+5')x5')=3000sft=278.81sqm

b) slab=15x6'-6"'x6'-6"=633.69Sft=58.89

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including all carriages Total=2218.27 cft or 62.84 cum a) Slab=15x6'-6"x6'-6"x8"=418.27cft=11.84cum

b) walls=15x2(5'+5')x6'x1'=1800 cft=50.99cum

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Qty. vide item no.5 i 62.84cum.@115kg/cum

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete all carriages upto site of work complete Non-pressure NP-4 class (Heavy duty) R.C.C. pipes a) 600mm dia