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Page 49 NIT NO.48/NIT/EE/BCD-I/2018-19 N/W SLNo Description Qty Unit Rate Amount DSR No. 1 EARTH WORK 2 1.1 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. 2.8 1.1.1 All kinds of soil. 100 cum 166.40 16640.00 2.8.1 SR 1.2 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 up to 50 m and lift upto 1.5 m. 75 cum 125.75 9431.00 2.25 SR Sub-Total 26071.00 2 CONCRETE WORK 4 2.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1 2.1.1 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). 3 cum 4209.05 12627.00 4.1.10 SR Sub-Total 12627.00 3 REINFORCED CEMENT CONCRETE 5 3.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1 3.1.1 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). 15 cum 6215.35 93230.00 5.1.2 SR 3.2 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2 3.2.1 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 3 cum 7145.80 21437.00 5.2.2 SR 3.3 Centering and shu<ering including stru=ng, propping etc. and removal of form for: 5.9 3.3.1 Foundations, footings, bases of columns, etc. for mass concrete 35 sqm 193.95 6788.00 5.9.1 SR 3.3.2 Lintels, beams, plinth beams, girders, bressumers and cantilevers 25 sqm 342.90 8573.00 5.9.5 SR 3.3.3 Columns, Pillars, Piers, Abutments, Posts and Struts 46 sqm 467.85 21521.00 5.9.6 SR 3.4 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22 3.4.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. 1700 Kg 56.60 96220.00 5.22.6 SR 3.5 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A 3.5.1 Thermo-Mechanically Treated bars of grade Fe-500 D or more. 250 Kg 56.60 14150.00 5.22A.6 SR Sub-Total 261919.00 4 BRICK WORK 6 4.1 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 6.2 4.1.1 Cement Mortar 1:6 (1 cement : 6 coarse sand). 7 cum 4400.50 30804.00 6.2.2 SR 4.2 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4 SCHEDULE OF QUANTITIES Construction of boundary wall at SVNIRTAR on the southern side of institute. Page 50 SLNo Description Qty Unit Rate Amount DSR No. 4.2.1 Cement mortar 1:6 (1 cement : 6 coarse sand) 7 cum 5582.85 39080.00 6.4.2 SR Sub-Total 69884.00 5 WOOD AND P.V.C. WORK 9 5.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48 5.1.1 Fixed to openings /wooden frames with rawl plugs screws etc. 350 kg 112.45 39358.00 9.48.2 SR Sub-Total 39358.00 6 FINISHING 13 6.1 12 mm cement plaster of mix : 13.1 6.1.1 1:6 (1 cement: 6 fine sand) 65 sqm 160.35 10423.00 13.1.2 SR 6.2 15 mm cement plaster on

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