Gram Parampur Chhawani me Anganwadi ki Boundrywall ka Karya.

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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. as per DSR 2.8.1 Rate 260.30x0.735=191.32 + 3%=196.97

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per DSR 4.1.8 Rate 6812x0.735=5006.82 +3%=5157.02

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers as per DSR 5.9.5 Rate 736.40x0.735=541.25 +3% =557.49

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts as per DSR 5.9.6 Rate 961.30x0.735=706.55 +3 % = 727.75

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) as per DSR 6.1.2 Rate 7132.25x0.735=5242.20 3 % = 5399.47

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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) as per DSR 5.2.2 Rate 10852.95x0.735=7976.92 + 3 % =8216.23

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks as per DSR 6.4.2 Rate 9105.95x0.735=6692.87 +3 % =6893.66

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars as per DSR 5.22.3 Rate 107.85x0.735=7926.98 +3 % = 8164.79

Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners,all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6 mm for diagonal braces and central cross piece as per DSR 10.5.2 Rate 5563.75x0.735=4089.35 +3 %= 4212.03

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work as per DSR 13.61.1 Rate 155.90x0.735=114.59 +3 %= 118.03

12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) as per DSR 13.1.2 Rate 333.35x0.735=245.01 +3 %=252.36

Forming groove of uniform size in the top layer of washed stone grit plaster 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 15 mm deep groove as per DSR 13.73.1 Rate 75.15x0.735=55.23 +3 %=56.89

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per DSR 13.47.1 Rate 171.10x0.735=125.76 +3 %= 129.53

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. As per DSR 13.80 Rate 156.05x0.735=114.70 +3 %=118.14

S/Fixing of infomatary M.S sign board Size (1.2x0.90) Made of 18 mm gauge M.S.Sheet fixed in ISA 40x40x5 mm frame supported in back side by 40x5 mm fiat iron on all four side along with two vertical pont of 2.15 mt from bottom of frame of angle iron ISA 40X40X5 mm with 150 mm long horizontal lag at bottom braded with 40x5 mm flat iron ellectrically welded and pointed with one coat red oxide primer S.S. NO. 503

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