Construction of Storm water drain at Imam Zainul Abideen Colony Zainakote Srinagar Phase Ist

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. For pipes 250 to 300mm diameter.

Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Bituminous road.ithin 50 mtrs lead as per direction of Engineer-in-charge.

Dismantling tile work in floors and roofs laid in cement monar including sacking material within 50 meters lead.

Demolishing cement concrete manully/ by mechanically means including disposal of material within 50 meters lead as per direction of Engineer-incharge . 1:3:6 or richer mix (I/c equivalent design mix)

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

Providing & Laying of Stone Soling duly hand packed on horizantal floor including hand ramming watering and levelling to the surface.

Providing and laying in position cement concrete of specified grade 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 (Crushed)

Providing and laying in position cement concrete of specified grade 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 (Crushed)

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

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

Centering and shuttering including strutting, propping etc. and removal work of form work Retaining Walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc A. Manholes Walls Internal

B. Suspended floors,

C.Edges of slabs and breaks in floors and walls above 20 cm depth

Providing, laying ,Fixing in position precast R.C.C. manhole cover and frame (HD - 20) Circular shape 560mm 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) R.C.C. pipes 300mm

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. for stone soling from an average lead of 15 Kms.

B. For sand from an average lead of 15 Kms

C. For 20 mm aggregate average of 15 Kms.

D.For 40 mm aggregate average of 18 Kms.

E. 300MM DIA PIPES

Carriage of materials by mechinical means A. for stone soling from an average lead of 15 M.

B. For sand from an average lead of 15 Kms

C. For 20 mm aggregate average of 15 Kms.

D.For 40 mm aggregate average of 18 Kms.

E. 300MM DIA PIPES

Restoration of Minor PHE connection

Provision for Geotagged Photographs