Toilet renovation/ repairing work and overhead water storage tank

Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-charge.

Demolishing brick work including tiles and wall attached materials manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in- charge. In cement mortar. (Note: existing pipe line should be continued to the other useable places. As per the site condition to be carried the other work.)

Dismantling W.C. pan, wash basin, urinal pans of all sizes including disposal of dismantle material I/c malba all completed as per directions of Engineer-in- charge.

Dismantling and removing the existing corrugated G.I. sheet lean to roof hut and outer side brick masonry work. Material to be stocking as per direction by department etc. completed. (size of roof LxBxH=3.65x3.00x2.50 mt.)

Dismantling soling and refilling in the same place in the plinth area as per the requirement, 30 cm depth in the flooring.

Dismantling the existing the steel structural of overhead water tanks. All the structural member shall be cut by the machine and removed material and stocked the removed material as per the direction by the engineer etc. completed. Item including the plumbing pipes and water tanks remove safely. (Partially hollow Cubical content steel structure 7.50 mt x7.50 mt x 8.00 mt. )

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (Not exceeding 2.00 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (For the vertical square hollow as a column installation) All kinds of soil.) Note: concrete work also excavated at the time of working if found as plinth beam and other similar hear layers.).

Providing dry/trap/granite/quartzite/gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. In the column pits and below the plinth beams etc. completed as per the direction.

Providing and laying in position cement concrete of specified grade – all work up to plinth level : 1:5:10 (1 cement : 5 coarse sand derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) item including the necessary shuttering and centering. As per drawing in column footing and compound wall side)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:1.5:3 derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)