Repairing of Compound wall back side of DAV school with concertina coil fencing at Birla site under Lingaraj Area.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete

Providingand laying inpositionexcludingcement concreteof level: specifiedgrade thecost of centering and shuttering - All work up to plinth 1:3:6(1 cement : 3manufactured sand derived fromRecycled concreteAggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Aggregate (RA) )

Providing and laying in position specified grade of reinforcedcement concrete, excluding thecost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3(1cement:1.5coarsesand(zone-Ill)derivedfromnaturalsources:3gradedstoneaggregate 20 mm nominal size derived from natural sources

Reinforced cement concrete work in walls (anythickness), including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement :1.5 coarse sand (zone-III derived from natural sources : 3 graded stone aggregate

Reinforced cement concrete work in beams,suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajjas, lintels,bands,plain window sills, staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinfor cement with 1:1.5:3 (1cement :1.5 coarse sand (zone-III) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources).

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

Brickworkwith Fly Ash Brick (230x115x75mmsize) bricks of class designation 10 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)

12 mm cement plaster of mix:1:6 (1 cement: 6 coarse sand)

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos round sper 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced bar bed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. bar bed wire tied to angleir on, all complete asper direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Springcore (2.5 mm thick) wire of highten sile strength of 165kg / sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (cost of M.S. angle, C.C. blocks shall be paid separately)