Construction of an RCC drain from the damaged portion near the Treasury Officers First Room to the rear gate of the Collectorate premises.

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. Ch-17 SI No- 2

MORD-301.5 Construction of embankment with approved materials (3.3) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Disposal of excavated Earth distance up to 05 Km including lead & lift etc all complete in direction of engineer in charge.

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) PWD SOR NO. 4.1.8

RCC work Providing and laying In position specified grade of reinforced cement concrete, including the cost of centering, shattering, finishing and excluding reinforcement - Atl work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Ch-5 SI No- 5.1.2

RCC work Providing and Laying in position specified grade of reinforced cement concrete, slab including the cost of centering, shuttering, finishing and excluding reinforcement - Above plinth level upto fifth floor level in 1:1.5:3 (1 cement : 1.5 coarse sasnd : 3 graded stone aggregate 20mm nominal size) PWD SOR NO. 5.1.2 (1)

Steel Reinforcement for R.C.C. work including straightening cutting, bending, placing in position and binding all complete in all level - TMT Bars of Grade Fe-500D or more.

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test."AII above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65mm Ch-11 SI No- 2

Supply & Fixing sign board Etc.

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