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| 1 | Civil Works |
| 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, 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. All kinds of soil |
| 3 | 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 50 m and lift upto 1.5 m. |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 5 | 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. |
| 6 | Concrete Work |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 8 | 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) |
| 9 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 10 | Reinforced Cement Concrete |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 13 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick |
| 15 | Columns,Pillars, Piers, Abutments, Posts and Struts. |
| 16 | Edges of slabs and breaks in floors and walls Under 20 cm wide. |
| 17 | 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 of grade Fe-500D or more. |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more. |
| 19 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 20 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement contentin design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 21 | All works upto plinth level |
| 22 | Concrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 23 | (i) R.C.C. work in Footing |
| 24 | (ii) R.C.C. work in Beam |
| 25 | (iii) R.C.C. work in Columns |
| 26 | All works above plinth level upto floor V level |
| 27 | Concrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 28 | (i) R.C.C. work in Lintel |
| 29 | (ii) R.C.C. work in Beam |
| 30 | (iii) R.C.C. work in Columns |
| 31 | (iv) R.C.C. work in Slab |
| 32 | Masonry Work |
| 33 | 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) |
| 34 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 35 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in superstructure above plinth level up to floor V levelin : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 36 | 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) |
| 37 | Cladding Work |
| 38 | 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 complete. |
| 39 | Wood and PVC Work |
| 40 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 41 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). |
| 42 | 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. Fixed to steel windows by welding. |
| 43 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. Twin rubber stopper |
| 44 | Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturer\"s specification and direction of Engineer-in-charge. |
| 45 | Providing and fixig decorative high pressure laminate sheet of plain /wood grain in gloss/matt/suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS:2046 Type S, including cost of adhesive of approved quality. 1.0 mm thick |
| 46 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete.With 12 mm mild steel U beading |
| 47 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. |
| 48 | Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete.(a) 250mm x 16mm . |
| 49 | Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. |
| 50 | 200 x 10mm |
| 51 | 150 x 10mm |
| 52 | Steel Work |
| 53 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 54 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 55 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. |
| 56 | Flooring |
| 57 | 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 |
| 58 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 59 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pointing the joints with white cement and matching pigment etc., complete. |
| 60 | P & laying cement concrete |
| 61 | Finishing |
| 62 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) |
| 63 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. 1:6 (1 cement: 6 coarse sand) |
| 64 | 6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand) |
| 65 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer. |
| 66 | 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 @ 2.20 kg/ 10 sqm). |
| 67 | Steel Painting:Applying priming coat: |
| 68 | With ready mixed aluminium primer of approved brand and manufacture on wood work (hard and soft wood) |
| 69 | With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. |
| 70 | Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade: Two or more coats on new work. |
| 71 | 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. |
| 72 | Water Proofing |
| 73 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). |
| 74 | Providing and laying brick tiles over mumty roofs, grouted with cementmortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat:With common burnt clay F.P.S. (non modular) brick tilesof class designation 10 |
| 75 | 2.1 MtHt. Boundary Wall With Concertina Coil Fencing |
| 76 | 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. |
| 77 | 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 |
| 78 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 79 | Of area 3 sq. metres and below |
| 80 | PLUMBING WORKS |
| 81 | 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:. |
| 82 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 83 | Providing and fixing soil, waste and vent pipes : |
| 84 | 100 mm dia |
| 85 | Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
| 86 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 87 | 100 mm |
| 88 | Hubless centrifugally cast (spun) iron epoxy coated inside & outside I.S. 15905 |
| 89 | Providing and fixing plain bend of required degree. |
| 90 | 100 mm |
| 91 | Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905 |
| 92 | Providing and fixing heel rest sanitary bend |
| 93 | 100 mm dia |
| 94 | Sand cast iron S&S as per IS - 3989 |
| 95 | Providing and fixing double equal plain junction of required degree |
| 96 | 100x100x100x100 mm |
| 97 | Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905 |
| 98 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 99 | 100x100x100 mm |
| 100 | sand cast Iron S&S as per IS: 3989 |
| 101 | Providing and fixing single equal plain junction of required degree |
| 102 | 100x100x100 mm |
| 103 | Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905 |
| 104 | Providing and fixing terminal guard: |
| 105 | 100 mm |
| 106 | Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905 |
| 107 | Providingand fixing shielded coupling for Hubless centrifugally cast iron pipes |
| 108 | 100 mm |
| 109 | S S 304 grade coupling with EPDM rubber gasket |
| 110 | Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter : |
| 111 | 100 mm |
| 112 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : |
| 113 | 100 mm diameter pipe |
| 114 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : |
| 115 | 100 mm diameter pipe |
| 116 | Providing and fixing G.I. soil / waste pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. |
| 117 | 32 mm dia. nominal bore |
| 118 | 40 mm dia. nominal bore |
| 119 | 50 mm dia. nominal bore |
| 120 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 121 | 100 mm inlet and 100 mm outlet |
| 122 | Hubless centrifugally cast (spun) iron epoxycoated inside & outside as per IS:15905 |
| 123 | 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. |
| 124 | Cutting holes up to 15 x 15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 ( 1 Cement : 2 course sand : 4 graded stone aggregate 20 mm nominal size ) , including finishing complete so as to make it leak proof. |
| 125 | Providing & fixing in position GI 100x50 elbowfloor drainincluding cost of cutting and making good the walls and floors whereverrequired. |
| 126 | Providingandfixing125mmdiaS/S grating(withorwithouthole)for floor or Nahani trap. |
| 127 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 128 | 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 dia |
| 129 | Providing and fixing on wall face unplasticised - PVC moulded 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. |
| 130 | Coupler |
| 131 | 110 mm |
| 132 | Single tee with door |
| 133 | 110x110x110 mm |
| 134 | Bend 87.5° |
| 135 | 110 mm |
| 136 | Shoe (Plain) |
| 137 | 110 mm Shoe |
| 138 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 139 | 110 mm |
| 140 | TOTAL |
| 141 | Sub Head– II Water Supply |
| 142 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. |
| 143 | Internal work – Exposed on wall. |
| 144 | 20 mm nominal outer dia Pipes |
| 145 | 25 mm nominal outer dia Pipes |
| 146 | 32 mm nominal outer dia Pipes |
| 147 | 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. |
| 148 | Concealed including cutting chases and making good the wall etc. |
| 149 | 15 mm nominal outer dia Pipes |
| 150 | 20 mm nominal outer dia Pipes |
| 151 | 25 mm nominal outer dia Pipes |
| 152 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. |
| 153 | 15 mm nominal bore |
| 154 | TOTAL |
| 155 | SUBHEAD– III Drainage |
| 156 | Supply and fixing HDPE double wall corrugated ( DWC ) I.S 16098( Part - 2 ) 3013 for soil / waste pipe under ground drainage system withjointed with rubber ring with good quality lubricant for fittings, inclusive of all necessary specials like bends, tees, offsets, junctions, re excavtion and refillig etc complete. |
| 157 | 150 mm diameter |
| 158 | 200 mm diameter |
| 159 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brickmasonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not lessthan 4.50 kg and frame to be not less than 2.70 kg as per standard design : |
| 160 | 180x150 mm size P type |
| 161 | With fly ash bricks (non modular) bricks of class designation 7.5 |
| 162 | Providingandlayingnon-pressureNP2class(lightduty)R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 163 | 150 mm dia. R.C.C. pipe |
| 164 | 250 mm dia. R.C.C. pipe |
| 165 | 300 mm dia. R.C.C. pipe |
| 166 | Constructing brick masonry manholein cement mortar 1:4 (1 cement :4 coarse sand)with RCC top slab with 1:2:4 mix ( 1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size ) , foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size )inside plastering12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation cocreate 1:3:6 mix (1 cement :3 coarse sand : 6 graded stone aggregate 40 mm norminal size),and making necessary channel in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm norminal size) finished with a floating coat of neat cementcomplete as per standard design . |
| 167 | inside size 90x80 cms and 45 cms deep including CI cover with frame ( light duty ) 455x610 mm internal dimensions total weight of cover & frame to be not less than 38 kg (weight of cover 23 kg & weight of frame 15 kg ) |
| 168 | with common brunt clay FPS ( non modular )bricks of class designation 7.5 |
| 169 | Extra depth formanhole 90x80 cm |
| 170 | With FPSbricks class designation 7.5 |
| 171 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS:1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequeringesides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per pecifications and having manufacture’s permanent identification mark to be visible even after fixing,including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 172 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : |
| 173 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 174 | ELECTRICAL WORKS |
| 175 | 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. |
| 176 | Group C |
| 177 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without Independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. (Switch Control Secondary Points) |
| 178 | Group C |
| 179 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 180 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 181 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 182 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 183 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 184 | 4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 185 | 4 X 16 sq. mm + 2 X 6 sq. mm earth wire |
| 186 | Supplying and fixingsuitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing3 pin 5/6 Amp modular socket outlet and 5/6 A modular switch, connection etc. as required. |
| 187 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 188 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 189 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess i/c providing and fixing 25 amp modular socket outlet and 25 Amps modular SP MCB, “C” curve including connection, painting etc. as required. (AC\"s & Gysers) |
| 190 | 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. |
| 191 | 25 mm |
| 192 | 32 mm |
| 193 | Supply, Installation, Testing and Commissioning of 15WSurface mountedLED Square Downlighter. |
| 194 | Supply, Installation, Testing and Commissioning of 12/9WRecessed mountedLED circular Downlighter. |
| 195 | Supply, Installation, Testing and Commissioning of9W (Nominal)Wall Bracket Light |
| 196 | Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 197 | 63 A |
| 198 | Supplying and fixing following rating, double pole, (single phaseand neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 199 | 63 A |