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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil (DSR 2.6.1) |
| 2 | 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. All kinds of soil. (DSR 2.8.1) |
| 3 | Excavating, supplying and filling of local earth (excluding royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. (DSR No. 2.25A NSI) |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR No. 2.27) |
| 5 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared. (DSR No. 2.31) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level in 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR No. 4.1.2) |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level in 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) (DSR No. 4.1.3) |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level in 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). (DSR No. 4.1.8) |
| 9 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). (DSR No. 4.10) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns. (DSR 4.3.1) |
| 11 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (DSR No. 4.12) |
| 12 | 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 : (DSR No. 5.1) 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) (DSR No. 5.1.2) |
| 13 | Concreting of 40 mm thick RCC trench covers in mild steel frame work with RCC 1:1.5:3 in Cement,Chopan coarse sand (F.M. 1.8 to 2.5) and 2cm gauge graded hard stone ballast with 3mm thick floating coat of neat cement finish on top of cover complete with all labour, materials and placing the same in proper position at required location of cable trench within the substation area. (NSI Based on CSI No. 5.18) |
| 14 | 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 natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No. 5.2.2) |
| 15 | 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). (DSR No. 5.3) |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DSR 5.9.2) |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form work for Suspended floors, roofs, landings, balconies, shelves(cast in situ) and access platform. (DSR No. 5.9.3). |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form work for Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR No. 5.9.5) |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form work for Columns, Pillars, Piers, Abutments, Posts and Struts (DSR No. 5.9.6) |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above. Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR 5.22.6/ 5.22.6.A) |
| 21 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections (DSR No. 5.30) |
| 22 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1) |
| 23 | 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). (DSR 6.1.2) |
| 24 | Brick work in foundation & plinth with old dismantled bricks(supplied by department free of cost) and coarse sand mortar in 1:6 including supply of all other materials. Labour, removing mortar & cleaning of old & used bricks, T&P etc. complete(CSI No.6.18) |
| 25 | Same as in item No.6.18 but in super structure for 230mm thick wall(CSI No.6.19) |
| 26 | 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 1:4 (1 cement : 4 coarse sand) (DSR No. 6.4.1) |
| 27 | 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) (DSR No. 6.4.2) |
| 28 | Half brick masonry 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. Cement mortar 1:4 (1 cement :4 coarse sand) (DSR No. 6.13.2) |
| 29 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:4 (1 cement : 4 coarse sand)(DSR No.6.34.1) |
| 30 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in Cement mortar 1:6(1 Cement : 6 Course sand)(DSR No.6.34.2) |
| 31 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete (DSR No. 10.1) |
| 32 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. (DSR No. 10.18) |
| 33 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR 10.25.2) |
| 34 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15 x 3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. (DSR No. 10.29.2) |
| 35 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : (DSR 10.3) 5.5 mm thick glass panes (DSR 10.30.1) |
| 36 | S/F 2mm thick Polycab/Acrylic transparent sheet of approved quality as per direction of E/I including supply of all materials, labour and T&P etc requrired for proper completion of the work (NSI) |
| 37 | Providing (12x15) mm section groove in plaster including all material, labour and T&P etc. required for proper completion of the work. (CSI No. 11.16) |
| 38 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with sand, with common burnt clay non modular bricks. (DSR No. 11.2) |
| 39 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate (DSR No. 11.3.1) |
| 40 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) 25 mm thick (DSR 11.26.1) |
| 41 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. In 75x75 mm deep chase. (DSR No. 12.21.1) |
| 42 | Providing and fixing on wall face 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, (i) Single socketed pipes. 110 mm diameter (DSR No. 12.41.2) |
| 43 | Providing & fixing at all heights, levels and locations Mill finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). (DSR 12.64) 0.56 mm, Aluminium troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm. (DSR 12.64.1) |
| 44 | 12 mm cement plaster of mix : (DSR No. 13.4) 1:4 (1 cement: 4 coarse sand) (DSR No. 13.4.1) |
| 45 | 12 mm cement plaster of mix : (DSR No. 13.4) 1:6 (1 cement: 6 coarse sand) (DSR No. 13.4.2) |
| 46 | 15 mm cement plaster on rough side of single or half brick wall of mix:CEMENT PLASTER (IN COARSE SAND) (DSR 13.5) 1:4 (1 cement: 4 coarse sand) (DSR 13.5.1) |
| 47 | 15 mm cement plaster on rough side of single or half brick wall of mix:CEMENT PLASTER (IN COARSE SAND) (DSR 13.5) 1:6 (1 cement: 6 coarse sand) (DSR 13.5.2) |
| 48 | 12 mm cement plaster finished with a floating coat of neat cement of mix : (DSR 13.7) 1:4 (1 cement: 4 fine sand) (DSR 13.7.2) |
| 49 | Neat cement punning. (DSR ) (DSR 13.18) |
| 50 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. (DSR ) (DSR 13.26) |
| 51 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete : (DSR No. 13.41)New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre (DSR No. 13.41.1) |
| 52 | Finishing walls with Acrylic Smooth exterior paint of required shade: (DSR No. 13.46) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (DSR No. 13.46.1) |
| 53 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. (DSR No. 13.62.1) |
| 54 | 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. (DSR No. 13.80) |
| 55 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. (DSR 13.88) |
| 56 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. (DSR 14.1) With cement mortar 1:4 (1cement: 4 coarse sand) (DSR 14.1.2) |
| 57 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: (DSR 14.5) Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) (DSR 14.5.2) |
| 58 | Refixing old glass panes with putty and nails (DSR ) (DSR 14.10) |
| 59 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge. (DSR 14.82) |
| 60 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. (DSR 14.85) |
| 61 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (DSR No. 15.3) |
| 62 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar (DSR No. 15.7.4) |
| 63 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): (DSR 15.8) From brick work in cement mortar (DSR 15.8.3) |
| 64 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead of area 3 sq. metres and below (DSR 15.12.1) |
| 65 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. (DSR 15.56) |
| 66 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (DSR 15.60) |
| 67 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. (DSR 16.91.2) |
| 68 | Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: (DSR No. 17.1) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (DSR No. 17.1.1) |
| 69 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : (DSR 17.3) W.C. pan with ISI marked white solid plastic seat and lid (DSR 17.3.1) |
| 70 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. (DSR No. 17.23) |
| 71 | 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 type W.C. of quality and make as approved by Engineer - in - charge. (DSR 17.16A) |
| 72 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. (DSR 17.18) 10 litre capacity - White (DSR 17.18.1) |
| 73 | Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : (DSR 17.2) White solid plastic seat with lid (DSR 17.20.1) |
| 74 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (DSR 17.28) Flexible pipe 17.28.2 32 mm dia (DSR 17.28.2.1) |
| 75 | Providing and fixing 100 mm sand cast Iron grating for gully trap. (DSR No. 17.29) |
| 76 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (DSR No. 17.31) |
| 77 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. (DSR ) (DSR 17.33) |
| 78 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. (DSR No. 17.73) 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. (DSR No. 17.73.2) |
| 79 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.(Concealed work, including cutting chases and making good the walls etc.) (DSR 18.8) 15 mm nominal dia Pipes (DSR 18.8.1) |
| 80 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.(Concealed work, including cutting chases and making good the walls etc.) (DSR 18.8) 20 mm nominal dia Pipes (DSR 18.8.2) |
| 81 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work (DSR No. 18.9)20 mm nominal outer dia. Pipes. (DSR No. 18.9.2) |
| 82 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work (DSR No. 18.9)25 mm nominal outer dia. Pipes. (DSR No. 18.9.3) |
| 83 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) (DSR 18.9) 32 mm nominal dia Pipes (DSR 18.9.4) |
| 84 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) 40 mm nominal dia Pipes (DSR 18.9.5) |
| 85 | Providing and fixing brass bib cock of approved quality : (DSR No. 18.15) 15 mm nominal bore (DSR No. 18.15.1) |
| 86 | Providing and fixing brass stop cock of approved quality : (DSR No. 18.16) 15 mm nominal bore (DSR No. 18.16.1) |
| 87 | Providing and fixing uplasticised PVC connection pipe with brass unions : (DSR 18.21) 30 cm length 18.21.1 15 mm nominal bore (DSR 18.21.1.1) |
| 88 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) (DSR No. 18.46)25 mm nominal bore (DSR No. 18.46.3) |
| 89 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (DSR No. 18.48) |
| 90 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (DSR 18.51) 15 mm nominal bore (DSR 18.51.1) |
| 91 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 : (DSR No. 18.53) 15mm nominal bore (DSR No. 18.53.1) |
| 92 | Providing and fixing PTMT stop cock of approved quality and colour. (DSR 18.55) 15 mm nominal bore, 86 mm long, weighing not less than 88 gms (DSR 18.55.1) |
| 93 | Providing and fixing PTMT pillar cock of approved quality and colour. (DSR 18.56) 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms (DSR 18.56.2) |
| 94 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. (DSR 19.32) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.32.1) |
| 95 | Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. (DSR 19.33) |
| 96 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (DSR 23.5) |
| 97 | Precast Cement Concrete Septick tank 0.900 m dia pipe with cover with accessories & cover (NSI) |
| 98 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with1.5 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 earething the pint with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group A (DSR E&M 1.10.1) |
| 99 | Wiring for circuit/submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2x2.5sq. Mm + 1x2.5 sq. mm earth wire. (DSR E&M 1.14.2) |
| 100 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 25mm (DSR E&M 1.21.2) |
| 101 | Supplying and fixing 6way, Double door, single pole and neutral, sheet steel, MCB distribution board, 240V, on Surface/recess,complete with tinned copper bus bar, heutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) (DSR E&M 2022 2.3.1) |
| 102 | Supplying and fixing 5 amps to 32 amps rating, Single pole, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. (DSR E&M 2022 2.10.1) |
| 103 | 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 (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 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. (DSR E&M 2022 19.1) |
| 104 | S/F of LED Bulb 9Watt bajaj or equivalent make as approved sample and make as per direction of Engineer in charge (NSI) |
| 105 | Water proofing treatment over Roof, wall, Chajjas, Balcony etc. with Engineer Plus 7 layer waterproofing system at leakage, seepage area consisting of Surface preparation roughening of surface, opening of cracks in V groove in size of 5 mm to 10 mm width, Back filling of cracks with SBR Latex, 2 layer Spraying Mixture of Aquasil-99 and Aquaprime-99 (Take 20 liter clean water+ 1 liter Engineer Plus Aquasil-99 + 2 liter. Engineer Plus Aquaprime-99 in proportion 20:1:2 This solution should not sprayed over more than 40 sqm area, 3rd Laying 90GSM fiber glass mesh with proper overlap, 4th coat of brushable mortar prepared with Engineer Plus Aquaprime-99, water & cement (Aquaprime -99 @ 0.45 kg per sqm, water @0.45 kg per sqm & cement @0.68 kg per sqm.) in the proportion of 1:1:1.5 by weight, After 4th coat allow the coating to air cure for minimum four hours, after 4 hours interval apply, 2 coat of Flexicoat-99 mixed with Water (Flexicoat-99 @0.33 kg/sqm, water @0.66 Kg per Sqm) in the proportion of 1:2 by weight in 4 hours interval. After 6th coat allow the coating to air cure for minimum 4 hours. After 4 hours interval apply, 7th coat of Engineer Plus smartcoat-99 (Smartcoat-99 @ 0.45 Ltr/sqm & water @ 1.35Ltr/sqm in the proportion of 1:3). The surface will dry within 2 hours and surface would be fully water proof and usable after a period of 24 hours and the final appearance of the coating will be gray/milky white. The rates are included the cost of all chemicals, labours, and Required T&P for Proper completion of Work (NSI) |
| 106 | Supply and Fixing of 5 blade Exhaust fan ventile air dx 225 mm of Havells or equivalent make including all material, T&P etc required for proper completion of work as approved by engineer in charge.(CSI No.28.38) Please Enable Macros to View BoQ information |
