construction of boundary wall of affordable houses along village side sector mu-ii (balance work), greater noida construction of boundary wall of affordable houses along village side sector mu-ii (balance work), greater noida , earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. all kinds of soil. (morth/a.r./gnida) , depth from 0.0 to 1.5 m below g.l. , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level: (cast-in-situ) , 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (dsr-13/4.1.8/p-85) , providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centring, shuttering, finishing and reinforcement - all work upto plinth level: (cast-in-situ) , 1:1½:3 (1 cement : 1½coarse sand : 3 graded stone aggregate 20mm nominal size). (dsr-13/5.1.2/p-96) , reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level, excluding cost of centring, shuttering, finishing and reinforcement: (cast-in-situ) , 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) (dsr-13/5.2.2/p-96) , centring and shuttering including strutting, propping etc. and removal of form for: , columns, pillars, piers, abutments, posts and struts. (dsr-13/5.9.6/p-97) , edges of slabs and breaks in floors and walls. :under 20 cms wide. (dsr-13/5.9.16.1/p-97) , lintels, beams, plinth beams, girders, bressumers and cantilevers. (dsr-13/5.9.5/p-97) , steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. , thermo-mechanically treated bars/cold twisted bars. (dsr-13/5.22.6/p-99) , brick work with bricks of class designation 150 in foundation and plinth in: , cement mortar 1:6 (1 cement : 6 coarse sand) (dsr-13/6.1.2/p-111) , brick work with bricks of class designation 150 in superstructure above plinth level upto floor v level in all shapes and sizes in: , cement mortar 1:6 (1 cement : 6 coarse sand) (dsr-13/6.4.2/p-111) , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level: (cast-in-situ) , 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). (dsr-13/4.1.3/p-85) , washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 kg of cement per square metre, top layer 15mm cement plaster 1:½:2 (1 cement : ½ coarse sand : 2 stone chipping 10mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings, complete as per specification and direction of engineer-in-charge (payment for providing grooves shall be made separately). (dsr-13/13.72/p-228) , forming groove of uniform size in the top layer of washed stone grit plasters as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the engineer-in-charge: , 15 mm wide and 15m deep groove. dsr-13/13.73.1/p-228) , filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m.(ar/gnida) , add labour cess @ 1% on all above items