Construction of RCC pipe drain including manholes near Doon School Link at Sheikh Ul Alam Colony Sector 11 Umer Abad Srinagar.

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. compete

Earth work in Bulk excavation by manually means over areas ( exceeding 30 cm in depth 1.5 m in width as well as 10m 2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m,as directed.All kinds of soil

Earth work in Bulk excavation by mechanically means over areas ( exceeding 30 cm in depth 1.5 m in width as well as 10m 2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m,as directed.All kinds of soil

Providing & laying stone soling duly hand packed on horizontal floor on horizontal floor including hand ramming watering and levelling to the surfave.

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:1:4:8 (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)

Providing and laying in position reinforced 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)

Thermo-mechanically Treated bars of grade Fe-500D or more as Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinh level

Centering and shuttering including strutting, propping etc. and removal of form for: A. Manwhole Walls Internal

B. Suspend floors, roofs, landings, balconics and access platforms.

C. Edges of slabs and breaks in floor and walls under 25 cm depth

Providing fixing in position pecast R.C.C manhole cover and fram (HD-20) circular shape 300mm internal diameter.

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. Non-pressure NP-3 class (Medium duty) a. R.C.C pipes 300 mm.

b. R.C.C pipes 450 mm.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Carriage of materials by mechinical means A. Soling 15 KM

B. For sand from aggregate from an average lead of 15 Km

C. For 20 mm aggregate from an average lead of 15 Km

D. For 40 mm aggregate from an average lead of 15 Km

E. 300 MM DIA PIPES

D. 450 MM DIA PIPES

Pumping out water from spring, mains outlet and the same etc.