Zone-1, Ward No. 52, Mantola Colony Construction of an RCC structure for a community building in the Samaj Wali Basti (community settlement)

Dismantiling cement concrete or brick or granolithic floors including stacking of dismantled materials as directed by E/IC with in a distance of 60meters (17-Chapter SI.No.697).

Dismentling Existing damage Plaster Including disposal of refuse as directed by E/IC with in a distance of 60 meters etc. all complete. {Chapter No. 17 S.I. No.16 (706)}

Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (17-Chapter SI.No.16)

Cleaning of the site for warkable etc. All complete. (Non Scheduled)

Excavation in foundation in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of oxcavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 30m form the foundation trenches. (Rate including Royalty of earth also) (4-Chapter S.I.NO.- 251)

Earth work in Cutting or in embankment in rodinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required lavels and slops and also including 1.5 m lift and 30 m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge etc. all complete. (20-Chapter PWD.SCH.No.253(a))PWD Sheduled 2015

Providing and laying cement concrete in 1:5:10 (1 cement :6 fine sand 12 stone ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (5-Chapter S.I. No. 01)

Providing and laying D.P.C. 40cm. Thick with cement concrete consisting of one part cement 1.5 part of coarse sand and three part of approved 10mm grade stone grit and including water proofing material as directed by the engineer-in-charge in the proportion as specified by the manufacturer. {Chapter No.07 Si.No.1}

Class-150 Brick Work in 1:4 Cement and Coarse Sand, mortar in foundation and plinth including supply of all materials, labor and tools and plants, etc. Required for proper completion of the work. ( Chapter No. 06 S.I. No. 305)

RCC work Providing and laying in position specified grade of reinforced cement concrete , including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth leuel:1:2:4 (1 cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size) (5-Chapter S.I. No.-8)