Construction of community hall/gym at Lal Kuti Akhara premises in Laxsa, Ramapur - 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. for All kinds of soil.As per DSR:Vol.1:2023 item 2.8.1 2 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete,As per DSR:Vol.1:2023 item 2.25A 3 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:Vol.1:2023 item 4.1.8 4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).As per DSR:Vol.1:2023 item 4.1.3 5 Providing and laying in position, 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), of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level.As per DSR:Vol.1:2023 item 5.1.2 6 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 : in 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu- ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) as per DSR:(Vol.-1):2023 Item 5.2.2 7 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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:(Vol.-1):2023 Item 5.3 8 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete as per DSR:(Vol.-1):2023 Item 5.9.1 9 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform as per DSR:(Vol.-1):2023 Item 5.9.3 10 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers as per DSR:(Vol.-1):2023 Item 5.9.5 11 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts as per DSR:(Vol.-1):2023 Item 5.9.6 12 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:(Vol.-1):2023 Item 6.1.2 13 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 Cement mortar 1:6 (1 cement : 6 coarse sand):as per DSR:(Vol.-1):2023 Item 6.4.2 14 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation7.5 in superstructure above plinth level up to floor V level in Cement mortar 1:4 (1 cement :4 coarse sand):as per DSR:(Vol.-1):2023 Item 6.13.2 15 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto and aboveplinth level of Thermo-Mechanically Treated bars of grade Fe-500D or more as per DSR:(Vol.-1):2023 Item 5.22.6 16 Steel work in built-up section frame work i/c cutting hoisting fixing in position i/c applying primer in gratings frames gaurd gate and similar work. 10.25.2 17 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 4.0 mm thick glass panes as per DSR:(Vol.-1):2023 Item 10.30.1 18 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) as per DSR:(Vol.-1):2023 Item 13.1.2 19 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement as per DSR:(Vol.-1):2023 Item 13.9.1 20 Making groove in plastered surface or moulding to R.C.C. projections.as per DSR:(Vol.-1):2023 Item 5.30 21 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. as per DSR:(Vol.-1):2023 Item 11.39 22 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade as per DSR:(Vol.-1):2023 Item 8.31 23 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:(Vol.-2):2023 Item 13.80 24 Distempering Two or more coats on new work with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour over and including water thinnable priming coat with cement primer having VOC content less than 50 gms/litre, as per manufacturers specification. as per DSR:(Vol.-2):2023 13.41.1 25 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade on New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 Ltr/10 sqm):. as per DSR:(Vol.-2):2023 13.47.1 26 Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture as per DSR:(Vol.-2):2023 Item 13.48.3 27 Providing and fixing on wall face unplasticised 110mm dia Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes as per DSR:(Vol.-2):2023 12.41.2 28 Providing and fixing on wall face unplasticised - PVC moulded 110mm Bend 87.5° fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion as per DSR:(Vol.-1):2023 12.42.5.2 29 Providing andlayingnon-pressure NP2class (lightduty)R.C.C. pipeswithcollarsjointedwithstiffmixtureofcementmortarinthe proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :250 mm DiaFor Seever 30 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group c 31 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVCConduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 32 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 33 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 34 Upto 450 mm sweep 35 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). 36 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections,painting etc. as required. 37 12 way , Double door 38 Single pole 39 Double pole 40 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 41 Supply and laying of 6 SWG GI wire at 0.5mtr below ground level for conductor earth electrode i/c connection and termination with GI thimble etc as requiredDSR 5.7 42 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 43 Supply and fixing hexagonal Round G.P.fan box approved make made up of 1.0 mm thickISI Marked G.P.sheet spot welded Four to Eightholes for pipe entryof the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed. Fixing with wiring conduit laid in the R.C.C. roof before concretingalongwith supply of all material, labour, T&P etc. required for proper completion of the work. 44 Supply and fixing of 17 watt LED Bulb ISI make. 45 Supply of AC 380mm sweep, 230/250 volt 50Hzs Exhaust fans ISI make, i/c nut bolt etc complete. 46 Supply and fixing of LED tube light with batten suitable for upto 1x22 watt LED tube light fitting complete in all respect. CAT AAA 47 Supply and fixing of recess/surface/pendent mounting round 6 watt to 8 watt LED down lighter having powder coeted die cost alluminium housing with heat sink, defuser/Reflector and driver set complete in all respect CAT-AAA 48 W.C. pan with ISI marked black solid plastic seat and lid 49 Providingandfixingwhitevitreouschinaflatbackorwallcornertype lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Oneurinalbasinwith 5 litre white P.V.C. automaticflushing cistern 50 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 51 32 mm dia 52 Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 53 15 mm nominal bore 54 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean & Wall moutain type W.C. of quality and make as approved by Engineer - in - charge. 55 a) 15 mm nominal bore 56 a) 15 mm nominal bore 57 Providing and fixing C.P. brass shower rose with 15 or 20mm inlet 58 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: 59 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 60 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms 61 100mm SW pipe 62 150mm SW pipe 63 Construction of brick masonry MH in 1:4 cement and c/sand mortar with RCC top slab with 1:1.5:3 mix and 12mm thick 1:3 c/sand plaster and bed finished with 1:2:4 c.c with floating coat.inside dimension 90x80cm and 45cm deep i/c CI cover frame light duty 455x610mm internal dimension with non modular brick 64 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. for All kinds of soil.As per DSR:Vol.1:2023 item 2.8.1 65 15mm nominal outer dia 66 20mm dia nominal outer dia pipes 67 32mm dia nominal bore 68 25mm dia nominal bore 69 20 mm nominal bore 70 Capcity in Per Liters 71 S/F of informatory sign board at site
