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| Sl. No. | Item Description |
| 1 | Clearing jungle including up rooting of trunk vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per DSR No. 2.31 |
| 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_DSR_2.8.1 |
| 3 | 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. In all kind of soil upto 1.5m to 3.0m. depth_DSR_2.8.1+2.26.1 |
| 4 | Providing and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment and creating a chemical barrier under and around the column pits, wall trenche basement excavation top surface if plinth filling junction of wall and floor along the external per meter of binding expension joints surrounding of pipes and conduit etc. Complete (Plinth area of building at ground floor only shall be measured as per I.S. 6313 part II 1981). Aldrine emulsificable concentrate of any other approved material such as Hepthachlor or Chlordance will be used. The rate of application of chemical emulsion shall be as follows: I. Treatment for masonry and foundation 5 liters/sqm., II. Back fill in immediate contact with foundation 7.5 liters/sqm., III. Treatment of top surface of plinth filling 5 liters/sqm., IV. Treatment juction of soil along external per meter building 7.50 liters/sqm., V. Treatment of soil under apron along external perimeter 5 liters/sqm. as per PWD Deoria SOR, Page no. 17, New Item SI.No. 1 |
| 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. as per DSR No. 2.25 (a) |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per DSR no 2.27 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nom_DSR_4.1.8 |
| 8 | Providing and laying in position cement concrete of 1:5:10 (1 cement : 5 coarse sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth level : DSR_4.1.10 |
| 9 | 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 _DSR_5.3 |
| 10 | Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per DSR No- 6.1.1 |
| 11 | Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per DSR No- 6.1.2 |
| 12 | 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.:All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum. DSR-5.33.1.1 |
| 13 | 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.: All works above Plinth Lvl. Concrete of M25 grade with minimum cement content of 330 kg /cum. DSR-5.33.2.1 |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per DSR No.- 5.22.6 |
| 15 | Add for using extra cement in the items of design mix over and above the specified cement content therein. DSR-5.35 |
| 16 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg 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. as per DSR -4.13 |
| 17 | Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per DSR no 6.4.2 |
| 18 | Brick work with common burnt clay bricks of Class-150 in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 (1 cement : 4 coarse sand ) as per DSR no 6.13.2 (Half Brick Wall) |
| 19 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B- Fixing with adjustable lugs with split end tail to each jamb. as per DSR 10.14.1.1 |
| 20 | 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. As per DSR no. 9.48.1 |
| 21 | Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. |
| 22 | Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in- harge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. |
| 23 | Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. |
| 24 | Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (256 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). as per DSR no 9.147.A4.1 |
| 25 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part 1) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 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. Extra for cutting rebate in flush door shutters as per DSR No- 9.20.1 |
| 26 | Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory, all complete with 4.0 mm thick glass panes. As per DSR 10.30.1 |
| 27 | 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) as per DSR 13.4.2 |
| 28 | 15 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand ) as per DSR 13.5.1 |
| 29 | 15 mm thick cement plaster of mix 1:6 ( 1 cement & 4 coarse sand ) as per DSR 13.5.2 |
| 30 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.) as per DSR 13.10 |
| 31 | Making Grooves cutting 10 to 12 mm wide and 8 mm deep a in plaster as per DSR No- 5.30 |
| 32 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. As DSR No. 11.3.1 |
| 33 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, 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. Size of Tile 600x600 mm as per DSR no 11.41.2 |
| 34 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc complete. Size of Tile 600x600 mm as per DSR no 11.46.2 |
| 35 | Providing and fixing 18 mm thick Granite (gang saw cut) mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab of colour black, Cherry/Ruby red. (Slab area above 0.50 Sq.M.) As per DSR no- 8.2.2.2 |
| 36 | Providing and laying Ceramic glazed floor tiles of size 300 x 300 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. As per DSR no. 11.37 |
| 37 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to 1S: 16622 (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. As per DSR no. 8.31 |
| 38 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement as per DSR No-11.20.1 |
| 39 | Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer, over the plasterd wall surface even and smooth surface. As per DSR no. -13.80 |
| 40 | 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 as per DSR no. -13.62.1 |
| 41 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre as per DSR no. -13.41.1 |
| 42 | 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 no. -13.47.1 |
| 43 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”: With average thickness of 120 mm and minimum thickness at khurra as 65 mm. as per DSR no. -22.7.1 |
| 44 | Providing & fixing oxidized M.S. sliding door bolts ISI marked with nuts and screws etc complete (300mm x 16mm). As per DSR-9.62.1 |
| 45 | Providing & fixing oxidized M.S. tower bolts ISI marked with nuts and screws etc complete (300mm x 10mm). (a) 250mm x 10mm As per DSR-9.63.1 |
| 46 | Providing & fixing oxidized M.S. Door Handle ISI marked with nuts and screws etc complete (125mm). As per DSR-9.66.1 |
| 47 | 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. As per DSR- 12.41.2 |
| 48 | 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. 110 mm bend. As per DSR-12.42.5.2 |
| 49 | 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. 110 mm. As perDSR-12.43.2 |
| 50 | 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. As per DSR-12.22 |
| 51 | Centering and shuttering including stutting, propping etc. and removal of form. Beam /Band as per DSR- 5.9.5 |
| 52 | Centering and shuttering including stutting, propping etc. and removal of form. Column as per DSR- 5.9.6 |
| 53 | Centering and shuttering including stutting, propping etc. and removal of form. Foundation as per DSR- 5.9.1 |
| 54 | Centering and shuttering including stutting, propping etc. and removal of form. Slab as per DSR- 5.9.3 |
| 55 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). As per DSR- 10.28 |
| 56 | Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing ‘C’ wall angle of size 20x30x20 mm made of 0.5 mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300 mm center to centre, suspending the main C carrier of size 10x38x10 mm made of G.I steel 0.7 mm thick from the soffit with the help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm and C carrier suspension clip and main carrier bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm and width of 34 mm made of Gl steel 0.45 mm thick is then fixed to the main C carrier and in direction perpendicular to it at 600 mm centers with the help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive), fixing with clip in tiles into spring T with : GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of GI sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation. As per DSR 12.54.2 |
| 57 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of E-i-c. With material conforming to Grade-II (Size range 53 mm to 0.075 mm) having CBR Value-25. DSR- 16.78.2 |
| 58 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. DSR- 16.79 |
| 59 | Providing and applying Separation Membrane of impermeable plastic sheeting 125 micron thick including all complete. DSR- 0323 |
| 60 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineerin- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine. DSR-16.43.1 |
| 61 | BORRING WORKS:- |
| 62 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges. All types of soil. 300 mm dia_DSR_23.1.1.1 |
| 63 | Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia,conforming to IS: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-charge., 100 mm nominal size dia_DSR_23.3.1 |
| 64 | Supplying, assembling, lowering and fixing in vertical position in bore wellunplasticized PVC medium well screen (RMS) pipes with ribs, conformingto IS: 12818, including hire & labour charges, fittings & accessories etc.all complete, for all depths, as per direction of Engineer-in-charge., 100 mm nominal size dia_DSR_23.4.1 |
| 65 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge._DSR_23.7 |
| 66 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time _DSR_23.12 |
| 67 | Providing and fixing suitable size threaded mild steel cap or spot weldedplate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 100 mm nominal size dia _DSR_23.13.1 |
| 68 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm nominal size dia. _DSR_23.14.1 |
| 69 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottomof pipe assembly of tubewell as per IS:2800 (part I). 100 mm nominal size dia._DSR_23.15.1 |
| 70 | Submersible pump kirlosker/crompton or equivalent 2 HP I.S.I marked. As per UPPWD MAINPURI SOR- Ch. 22 (Item 73-H) |
| 71 | Single fase stater for submersible of I.S.I marked. As per UPPWD MAINPURI SOR- Ch. 22 (Item 73-I) |
| 72 | 2.5 mm Sq cable for submersible moter pump. As per UPPWD MAINPURI SOR- Ch. 22 (Item 73-J) |
| 73 | INTERNAL PLUMBING & SANITARY WORKS:- |
| 74 | 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: (a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests_DSR_17.1.1 |
| 75 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, W.C. pan with ISI marked white plastic seat and lid_DSR_17.2.1 |
| 76 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require . a) White Vitreous China Flat back wash basin size 550 x 400 mm with single 15 mm C.P. brass pillar tap. _DSR-17.7.4 |
| 77 | Providing and fixing white vitreous china flat back or wall corner type 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. One urinal basin with 5 litre white P.V.C. automatic flushing cistern _DSR_17.4.1 |
| 78 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.Semi rigid pipe 32mm dia_DSR_17.28.1.1 |
| 79 | Supplying & Fixing of CP soap tray fixed to the wall with PVC rubber plug with CP brass screws.. _DSR_18.65 |
| 80 | Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge. 15mm nominal bore_DSR_17.16A |
| 81 | Providing & fixing soil, waste and vent pipes. a) 100mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. DSR-17.35.1.2 |
| 82 | Providing & fixing soil, waste and vent pipes. b) 75 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. DSR-17.35.2.2 |
| 83 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. a) 100mm. DSR-17.58.1 |
| 84 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. b) 75mm. DSR-17.58.2 |
| 85 | Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size). Including cost of cutting holes & making good the walls etc. a) for 100mm dia pipe. DSR-17.37.1 |
| 86 | Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size). Including cost of cutting holes & making good the walls etc. b) for 75mm dia pipe. DSR-17.37.2 |
| 87 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design (embedded in the flooring / ground) For 75 to 110 mm dia. DSR-19.2.1 |
| 88 | Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. a) 100mm inlet & 75mm outlet. Sand cast iron S&S as per IS - 3989 DSR-17.60.2.1 |
| 89 | Providing & fixing coller. a) 100mm dia. Sand cast iron S&S as per IS - 3989 DSR-17.57.1.2 |
| 90 | Providing & fixing coller. b) 75 mm dia. Sand cast iron S&S as per IS - 3989 DSR-17.57.2.2 |
| 91 | Providing and fixing plain cast iron S & S sanitary bend. a) 100mm dia. Sand cast iron S&S as per IS - 3989 DSR-17.39.1.2 |
| 92 | Providing and fixing plain cast iron S & S sanitary bend. b) 75 mm dia. Sand cast iron S&S as per IS - 3989 DSR-17.39.2.2 |
| 93 | Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. a) 100mm dia. Sand cast iron S&S as per IS - 3989 DSR-17.38.1.2 |
| 94 | Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. b) 75 mm dia. Sand cast iron S&S as per IS - 3989 DSR-17.38.2.2 |
| 95 | Providing and fixing centrifugaly cast iron single equal plain junction of required degree. a) 100mm dia. Sand cast iron S&S as per IS - 3989 DSR-17.44.1.2 |
| 96 | Providing and fixing centrifugaly cast iron single equal plain junction of required degree. b) 75mm dia. Sand cast iron S&S as per IS - 3989 DSR-17.44.2.2 |
| 97 | Providing and fixing cast iron terminal guard. a) 100mm dia. Sand cast iron S&S as per IS - 3989 DSR-17.56.1.2 |
| 98 | Providing and fixing cast iron terminal guard. b) 75mm dia. Sand cast iron S&S as per IS - 3989 DSR-17.56.2.2 |
| 99 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 25mm dia nominal outer dia pipes_DSR_18.7.3 |
| 100 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 32mm dia nominal outer dia pipes _DSR_18.7.4 |
| 101 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 40mm dia nominal outer dia pipes _DSR_18.7.5 |
| 102 | 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 1.00m spacing. This includes jointing of pipes & Concealed work including cutting chases and making good the walls etc. 15mm dia nominal outer dia pipes_DSR_18.8.1 |
| 103 | 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 1.00m spacing. This includes jointing of pipes & Concealed work including cutting chases and making good the walls etc. 20mm dia nominal outer dia pipes _DSR_18.8.2 |
| 104 | Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. a) 15mm nominal bore _ DSR-18.21.2.1 |
| 105 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 a) 15mm nominal bore _ DSR-18.49.1 |
| 106 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. a) 15mm nominal bore_ DSR-18.50.1 |
| 107 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 a) 15mm nominal bore _ DSR-18.53.1 |
| 108 | Providing and fixing gun metal gate valve with wheel of approved quality. a) 25mm dia nominal bore_ DSR-18.17.1 |
| 109 | Providing and fixing gun metal gate valve with wheel of approved quality.e) 40mm dia nominal bore_ DSR-18.17.3 |
| 110 | Providing and fixing brass stop cock of approved quality. a) 15 mm nominal bore_ DSR-18.16.1 |
| 111 | Providing and fixing brass stop cock of approved quality.b) 20 mm nominal bore_ DSR-18.16.2 |
| 112 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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-18.48 |
| 113 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:(With 20x20mm square bar) DSR-19.15.1 |
| 114 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. L.D. -2.5- Circular shape 450mm internal diameter_DSR_19.19.1.3 |
| 115 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks_DSR_19.32.1 |
| 116 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter. DSR-2.10.1.2 |
| 117 | Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 100mm diameter. DSR-19.1.1 |
| 118 | Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150mm diameter. DSR-19.1.2 |
| 119 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 100mm diameter S.W. Pipe. DSR-19.2.1 |
| 120 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameter S.W. Pipe. DSR-19.2.2 |
| 121 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of .class designation 7.5_DSR_18.33.1 |
| 122 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 7.5_ DSR-19.7.1.1 |
| 123 | HORTICULTURE WORKS:- |
| 124 | Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. [DSR-2.12] |
| 125 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). [DSR-2.1] |
| 126 | Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm. (DSR-2.4.3) |
| 127 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). (DSR-2.2) |
| 128 | Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately). (DSR-2.8) |
| 129 | Carrigae of manure upto 10 K.M. (DSR-1.1.3) |
| 130 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. (DSR-2.9) |
| 131 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) [DSR-2.13] |
| 132 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide , Pesticide , lawn mover and brush cutter with fuel will be provided by the Department & other T & P material/articles shall be provided by the contractor.) Office accommodation. (1.25 Acres = One Mali) As per Per sqm/yard stick. (For One Year= 4.70 * 12) (DSR-2.39.2) |
| 133 | Providing and displaying of Raphis Palm having ht. 75 cm to 90 cm with 15 to 18 equal suckers, well developed, full of fresh and healthy leaves from bottom to top in 35 cm PVC Pots/C.Pots & as per direction of the officer-in-charge. (DSR-3.70) |
| 134 | Providing and displaying of Seaforthia Palm having ht. 90 cm to 1.20 m with 6-8 suckers, well developed, fresh and healthy lush green leaves from bottom to top in 20 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. (DSR-3.72) |
| 135 | Providing and displaying of Syngonium golden mounted on moss stick 90 cm ht., 3 to 4 s placed in each pot at equal distance, well developed with full of fresh & healthy leaves from bottom to top in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. (DSR-3.80) |
| 136 | Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy in full bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge. (DSR-5.12) |
| 137 | Providing and Displaying Latania Rubra Palm well developed with fresh & healthy foliage 150 to 180 cm ht. with 6 to 7 leaves in big 35 cm Cement Pot as per direction of the officer-in-charge. (DSR-5.35) |
| 138 | Providing and Displaying Topiary of Ficus Panda well developed with fresh & healthy foliage with 3 to 4 Ball and 60 to 75 cm spread each Ball, 135 to 150 cm ht., in 35 cm Cement Tray /Cement Pot as per direction of theofficer-in-charge. (DSR-5.40) |
| 139 | Providing and stacking of Calliandra hybrida of height 75-90 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. (DSR-8.6) |
| 140 | Providing and stacking of Cestrum nocturnum (Raat ki Rani) of height 60- 75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. (DSR-8.13) |
| 141 | INTERNAL ELECTRICAL WORKS:- |
| 142 | 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._DSR_1.10.3 |
| 143 | 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. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire_DSR_1.14.2 |
| 144 | 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. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire_DSR_1.14.3 |
| 145 | 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. 4 X 6 sq. mm + 1 X 6 sq. mm earth wire_DSR_1.14.9 |
| 146 | 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. 4 X 10 sq. mm + 1 X 6 sq. mm earth wire_DSR_1.14.10 |
| 147 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. _DSR_1.31 |
| 148 | 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. _DSR_1.32 |
| 149 | Supply & fixing of tubelight with metal heavy duty box type batten light fitting 1x22 Watt suitable for upto 1x22 Watt LED polycorbonate complete including tube suitable for both surface & suspended complete in all respects. CAT-AAA 2620 system lumens> 120Lm/W, PF>0.95, 10% at full load CRI>80, sheet thickness min 0.8 mm, tube with aluminium heat sink> 300, V over volatge protection 2.5 KV internal Surge Protection with (5 year warrenty) (1175 * 0.8475)_ (PWD S.O.R. 2024)- 23.07 |
| 150 | upply & fixing of IP 20 front Lit mid power SDM type LED light surface mounting round 6 to 9 Watt cutout min. 150mm Ht. min. 40mm/ LED down lighter having powder coated die cast aluminium housing with heat sink, high purity transmisivity UV stablized non yellowish diffuser/ reflector for uniform light distribution detachable driver set suitable for 24 hrs continuous operation complete in all respects. CAT-AAA220-1080 system lumens> 120Lm/W, PF>0.95, 10% at full load CRI>80, sheet thickness min 0.8 mm, tube with aluminium heat sink> 300, V over volatge protection 2.5 KV internal Surge Protection with (5 year warrenty) (955 * 0.8475)_ (PWD S.O.R. 2024)- 23.01 |
| 151 | Supply & fixing of IP 20 front Lit mid power SDM type LED light surface mounting round 18 to 20 Watt cutout min. 150mm Ht. min. 40mm/ LED down lighter having powder coated die cast aluminium housing with heat sink, high purity transmisivity UV stablized non yellowish diffuser/ reflector for uniform light distributiondetachable driver set suitable for 24 hrs continuous operation complete in all respects. CAT-AAA 2160-2400 system lumens> 120Lm/W, PF>0.95, 10% at full load CRI>80, sheet thickness min 0.8 mm, tube with aluminium heat sink> 300, V over volatge protection 2.5 KV internal Surge Protection with (5 year warrenty) (2066 * 0.8475) _ (PWD S.O.R. 2024)- 23.03 |
| 152 | Supply & fixing of IP 20 front Lit mid power SDM type LED light 2'x2' 36 to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated CRCA housing body high purity transmisivity UV stablized non yellowish diffuser/ reflector for uniform light distribution detachable driver set suitable for 24 hrs continuous operation complete in all respects. CAT-AAA4320-5520 system lumens> 120Lm/W, PF>0.95, 10% at full load CRI>80, sheet thickness min 0.8 mm, tube with aluminium heat sink> 300, V over volatge protection 4 KV internal Surge Protection with (5 year warrenty) (5506 * 0.8475)_ (PWD S.O.R. 2024)- 23.05 |
| 153 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing with toughend glass UV stabilized PC Cover and lenses built with mandatory driver set suitable for 100 to 120 Watt Confirming to lP 66, IK 07 and above protection complete in all respect.12000-14400 system lumens, High power LED with lenses,>120 lm/w, PF>.95,THD<10% at full load,CRI>70,Potted driver set in metal housing ( not circuitory), phase to phase protection at 440 v, >300V over voltage auto cut and restart feature , 4 KV internal Surge protection, with 5 years Warrantee. (10884 * 0.8475) _ (PWD S.O.R. 2024)- 23.24 |
| 154 | Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) _DSR_9.1.3 |
| 155 | Supply and fixing hexagonal Round G.P.fan box approved make made up of 1.0 mm thick ISI Marked G.P.sheet spot welded Four to Eight holes for pipe entry of 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 concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work._10.18 (DSR Civil) |
| 156 | Supplying and fixing 3pin, 5A ceiling rose on the existing junction box/ wooden block including connections etc. as required._DSR_1.33 |
| 157 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes._DSR_1.51 |
| 158 | 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._DSR_1.57 |
| 159 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutralbus bar, earth bar, din bar, interconnections, powder painted. 4 way (4 + 12), Double Door_DSR_2.4.1 |
| 160 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutralbus bar, earth bar, din bar, interconnections, powder painted. 6 way (4 + 18), Double Door_DSR_2.4.2 |
| 161 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"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. Single pole_DSR_2.10.1 |
| 162 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"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. Single pole and neutral_DSR_2.10.2 |
| 163 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"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. Double pole_DSR_2.10.3 |
| 164 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"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. Triple pole_DSR_2.10.4 |
| 165 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc as required._DSR_2.11 |
| 166 | Supplying and fixing of 240/415 V, 10 kA, \\"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. MCB 63 Amp. TPN _PWD_1017 |
| 167 | Supplying and fixing of 240/415 V, 10 kA, \\"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. MCB 40 Amp. TPN _PWD_1016 |
| 168 | Supplying and fixing of 240/415 V, 10 kA, \\"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. MCB 63 Amp. FP 10kA _PWD_1020(A) |
| 169 | Supplying and fixing of 240/415 V, 10 kA, \\"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. MCB 40 Amp. FP 10kA _PWD_1020 |
| 170 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground levelover a cushionof 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge,complete in allrespect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 35 sq. mm 3-1/2 core (PWD S.O.R. 2024- 20a.1.11) |
| 171 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground levelover a cushionof 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge,complete in allrespect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 50 sq. mm 3-1/2 core (PWD S.O.R. 2024- 20a.1.12) |
| 172 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Upto 35 sq. mm _DSR_10.1.1 |
| 173 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Above 35 sq. mm and upto 95 sq. mm _DSR_10.1.2 |
| 174 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 35 sq. mm (32mm) _DSR_11.1.21 |
| 175 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3½ X 35 sq. mm (35mm) _DSR_11.1.22 |
| 176 | Supply, Installation, Testing and Commissioning of L.T. Panel vermin proof floor mounting, M.S. Channel Base with bottom and Fabricated out of 2.0/1.6 mm thick CRCA sheet steel painted with powder coated paint of shade as per the direction of Engineer In charge after proper sheet treatment process of sheet steel.The bus bar of panel shall be Electrical grade high conductive aluminium alloy of appropriate cross section as per the rating. The busbar shall be supported by non hygroscopic SMC/DMC Bus bar support which shall be mounted on proper interval to ensure the bear the jerks of short cuircuit of 50kA for panel having ACB as Incomer & 36 kA for panels having MCCB Incomers. Panel shall be constructed in fully Segregated Compartment Design for each Feeder as per 3b construction Format. The panel shall be completed in all respect as per IS 8623 Part 2 &3. There shall be Seperated metering Component for Incomer metering and Outgoing metering. All Incomer Feeder shall be provided with Multifunctional metering along with phase Indicating lights and other associated components such as CT control MCB Terminal Blocks etc. and all outgoing Feeders 100 A & above shall be provided with 3 phase Ammeter along with phase Indicating lights and other associates components such as CT control MCB Terminal Blocks etc. The feeder above shall be provided ac accommodated all measuring instrument shall be digital type & all indicating lights shall be LEd type.Wiring shall be done from 1100V Grade PVC Insulated copper flexible wire all ACB shall be electricaly operated Draw out Type with microprosser based O/L,S/C & E/F Release of Breaking/withstand capacity(ICU/ICs/Icw) 50 kA or more All MCCb shall be thermal magnetics/microprocessor with O/L & S/C protection along with required Spreaders & Extended rotary handle with pad locking facility of breaking capacity 36 kA or more All MCB shall be Thermal 10kA 'C'Curve Cubical type switch board shall be Cat-B Only. Panel Board ( MCCB TYPE ) Incoming 200 Amp. MCCB-1 No , OUTGOING 63 Amp. MCCB-3 Nos., As Required. Cat B Pannel Cubicle Type_20.1.2B UPPWD (2024) |
| 177 | Earthing with copper earth plate 600 mm X 600 mm X 3 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._DSR_5.6 |
| 178 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)_DSR_5.9 |
| 179 | Providing and fixing 4mm dia copper wire on surface or in recess for loop earthing as required._DSR_5.17 |
| 180 | Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.._DSR_2.22 |
| 181 | Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. _DSR_1.19 |
| 182 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. Telephone socket outlet. _DSR_1.24.6 |
| 183 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. TV antenna socket outlet. _DSR_1.24.7 |
| 184 | Supplying and fixing following size/modules, GI box along with modular base and cover plate for modular switches in recess etc. as required. 1 or 2 Module (75mm x 75mm) _DSR_1.27.1 |
| 185 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required._DSR_1.26 |
| 186 | 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. 25 mm _DSR_1.21.2 |
| 187 | FIRE FIGHTING WORKS:- |
| 188 | Supply and Fixing of Fire Extinguisher ABC Type 6.0 kg. Capacity ( ISI Market IS : 15683 & TAC approved ) complete with initial charge and wall bracket, along with supply of all materials and labour for propercompletion(Firiecon/LifeGurd/Firefit/Excell) _ PWD Elec 2018-1131(A) |
| 189 | Supply and Fixing of CO2 Type Fire extinguisher 4.5 kg capacity ( ISI Market IS : 2878 & TAC approved ) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of works (Firiecon/LifeGurd/Firefit/Excell) PWD Elec 2018-1132 |
| 190 | Supply of 300mm sweep Exhaust Fan. Please Enable Macros to View BoQ information |
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