Construction of drain at Sheeshgari Mohalla Khanyar.

Dismantling and Sacrifying of road surface including stacking of serviceable material within 50Mtr led Bitmunious Road.

Earth work in excavation by manual means trenches for foundations drains, pipes and cables (not exceeding 1.5m.in width) and for shafts, wells cesspits and the like not exceeding 10 Sqm on plan, including dressing of side and ramming of bottoms lift upto 1.5 m including getting out excavated earth and disposal of surplus excavated earth by directed All kinds of Soil

Earth work in excavation by mechanical means trenches for foundations drains, pipes and cables (not exceeding 1.5m.in width) and for shafts, wells cesspits and the like not exceeding 10 Sqm on plan, including dressing of side and ramming of bottoms lift upto 1.5 m including getting out excavated earth and disposal of surplus excavated earth by directed All kinds of Soil

Providing and laying of stone soling in trenches for drain including manholes.

Providing & laying in position Cement concrete of specified grade excluding the cost of centring & shuttering All work upto Plinth level in:- 1:4:8 (1cement:4coarse sand: 8graded stone aggregate 40mm nominal size) Crushed

Providing & laying in position Cement concrete of specified grade excluding the cost of centring & shuttering All work upto Plinth level in:- 1:3:6 (1cement: 3coarse sand: 6graded stone aggregate 40mm nominal size) Crushed

Providing & laying in position Cement concrete of specified grade excluding the cost of centring & shuttering All work upto Plinth level in:- 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 20mm nominal size) Crushed

Reinforcement for R.C.C. work including straightening cutting bending ,placing in position and binding all complete -

Centring & shuttering including strutting propping etc. & removal of form work for:- a)-vertical wall

Suspended floor

Edges of slab

Carriage of materials by mechanical transport including loading, unloading & stacking from approved source to site of work:- 40mm N.S Stone soling Agg.

20mm N.S. stone agg.

Sand from Ganderbal avg. lead of 24 Kms.

Refilling of excavated earth back in trenches plinth etc. layer not exceeding 20cm in depth consolidating each layer by ramming and watering comaplete job.

Disposal of excavated earth at an avg. lead of 500Mtrs. By Mechanical Transport.

Providing, laying and carriage of 350mm dia NP3/RCC spun pipes into trenches and making of cement joints by using 1:2 mix with (1cement:2sand) including sealing with rubber gaskets complete job.

Providing and laying of GSB/RBM over damaged portion of road during, laying of pipes into trenches ( item includes cost of supply , laying, carriage and consolidation by using power road rollers) complete job.

Cost of fixing and carriage of manhole covers.

Carriage of pipes from factory to site work 350mm dia Np3 RCC at an average lead of 11 Km

Supply of manhole covers to ber supplied deparmentally. 13 No.x@3300/-P.No.= 42900.00