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| 1 | Civil Work Conducting Integrated Hydraulogical and geophysical investigations by conducting Vertical Electrical Sounding(VES) minimum 02 nos. of points using latest digital DCR meters to delineating the sub surfacehydrological,geological,geochemical framework.The work shall include initial dematcation of potential zones based on hydrological assesment of the area followed by resistivity data collection.The agency shall have to submit detailed investigation report reflecting-1.Location point for drilling 2. The soil starata likely to be encountered 3.The general expected quantity & quality of ground water 4. Depth of bore for attaining required quality and quantity of water including other necessary information. |
| 2 | 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 strara, prepairing and shuttering strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.All types of soil600 mm dia |
| 3 | Supplying, assembling,Iowering and fixing in vertical position in borewell, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fitting& accessories, all complete , for all depths,as per direction of Engineer-in- charge. 300 mm nominal size dia having minimum wall thickness 5.40 mm |
| 4 | Supplyinp•, assemb1ing,lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/plain bevel ended pipe (type A) of required dia, ended casing pipes of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including required hire & labour charges, fitting & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia |
| 5 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium /coarse, in required grading & sizes as per actual requirement , all complete as per direction of Engineer-in-charge. |
| 6 | Development of tube well in accordance with IS : 2800 (Part I) and IS: 11189, to establish maximum rate of useable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 7 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia |
| 8 | 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. 200mm clamp |
| 9 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). |
| 10 | 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. |
| 11 | 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 up to 50 m and for all lift. |
| 12 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete |
| 13 | 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 source: 10 graded stone aggregate 40 mm nominal size derived from natural source) |
| 14 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural source: 4 graded stone aggregate 12.5 mm nominal size derived from natural source). |
| 15 | 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. |
| 16 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured) Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). |
| 17 | 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 |
| 18 | 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. |
| 19 | 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:- In case the cement content in design mix is more than specified minimum cement content, the contractor shall have to bear the cost of extra cement and nothing extra to be paid saperately.All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 21 | Suspended floors, roofs, landings, balconies and access platform. |
| 22 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 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 1:4 (1 cement : 4 coarse sand) |
| 24 | 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) |
| 25 | 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 nd well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: |
| 26 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 27 | 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). |
| 28 | Providing and fixing aluminium 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 :250 x16 mm |
| 29 | Providing and fixing aluminium tower 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 necessary screws etc. complete250x10 mm |
| 30 | Providing and fixing aluminium handles, ISI marked, anodised (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete125 mm |
| 31 | 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 and shade, with necessary screws etc. complete. Twin rubber stopper |
| 32 | Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete |
| 33 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 34 | 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) |
| 35 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete. 4.0 mm thick glass panes (weights not less than 10 kg/ sqm) |
| 36 | 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 ll complete.Fixed to steel windows by welding |
| 37 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, 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 cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 38 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete.With 4.0 mm thick glass panes. |
| 39 | 52mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardner consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate 6 mm nominal size) by volume hardening compound is mixed @ 2 litre per 50 kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 40 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick |
| 41 | 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. |
| 42 | Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including grouting the joints with white cement and matching pigments etc., complete. |
| 43 | 12 mm cement plaster of mix:1:4 (1cement: 4 fine sand) |
| 44 | 15mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 Coarse sand) |
| 45 | 12mm cement plaster 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement |
| 46 | 6 mm cement plaster of mix:1:3 (1 cement: 3 fine sand) |
| 47 | White washing with lime to give an even shade:New work (three or more coats) |
| 48 | 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 tinnablepriming coat with cement primer |
| 49 | Finishing walls with textured exterior paint of required shade.New work (Two or more coats applied @ 3.28 ltr/10 sq.m.) over and including base coat of water proofing cement paint applied @ 2.20 kg./10 sq.m. |
| 50 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre |
| 51 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work. |
| 52 | 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 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm 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 2.75kg/ 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 3mm 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 120mm and minimum thickness at khurra as 65 mm. |
| 53 | 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, 40mm 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 :W.C. pan with ISI marked white solid plastic seat and lid. |
| 54 | 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 :White Vitreous China Wash basin size 550x400 mm with single 15mm C.P. brass pillar taps. |
| 55 | 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. |
| 56 | Providing and fixing soil, waste and vent pipes : |
| 57 | 100 MM dia |
| 58 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 59 | 75 mm diameter : |
| 60 | Centrifugally cast (spun) iron socketed pipe as per IS: 3989. |
| 61 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 62 | 75 mm dia |
| 63 | Sand cast iron S&S as per IS- 3989 |
| 64 | Providing and fixing plain bend of required degree. |
| 65 | 100 mm |
| 66 | Sand cast iron S&S as per IS : 3989 |
| 67 | 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 : |
| 68 | 100 mm inlet and 75 mm outlet |
| 69 | Sand cast iron S&S as per IS - 3989 |
| 70 | Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 38mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighing not less than 263gms. |
| 71 | 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.Internal work - Exposed on wall |
| 72 | 20 mm nominal outer dia .Pipes. |
| 73 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work – Exposed on wall. |
| 74 | 15 mm dia. nominal bore |
| 75 | 32 mm dia. nominal bore |
| 76 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work |
| 77 | 15 mm dia. nominal bore |
| 78 | Providing and fixing brass stop cock of approved quality : |
| 79 | 15 mm nominal bore |
| 80 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 81 | 15 mm nominal bore |
| 82 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 83 | 45 cm length |
| 84 | 15 mm nominal bore |
| 85 | Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : |
| 86 | 15 mm diameter pipe. |
| 87 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : |
| 88 | 15 mm diameter pipe |
| 89 | 32 mm diameter pipe |
| 90 | Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :15 mm diameter pipe |
| 91 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)15 mm nominal bore |
| 92 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:893115 mm nominal bore. |
| 93 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal dia bore. |
| 94 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore. |
| 95 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 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. |
| 96 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :100x100 mm size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 97 | Total of Non-DSR Item (Item No.1)= 640000.00 |
| 98 | Total of DSR Items (Item No.2 to72)= 20285081.14 |
| 99 | Total after applying GST Correction factor @ 0.973 on \\"b\\"= 19737383.95 |
| 100 | Add cost index @ 4.03% on \\"c\\" |
| 101 | Total (a+c+d)=20532800.52 |
| 102 | Electrical Works |
| 103 | Providing,installation, testing & commissioning of “KSB” Model BPD 242/8A +7.5 kw/10 HP or equivalent make submersible borewell pumpset motor suitable for operation on 415 volts, three phase, 50c/s AC supply and having under noted specifications:- a) Discharge 30 m3 per hr at 59 mtrsb) Head range 90-100 mtrsc) No of stages 8 Nosd) Motor rating 7.5 kw/10 HPe) Pump outlet 65 mmf) Speed (Nominal) 2900 rpmg) Minimum Borewell dia 150 mm Material of constructiona) Impeller Chrome steelb) Shaft SS 410Ac) Stage Body FG 200d) Pump Bowl FG 200 |
| 104 | Providing, installation, testing and commissioningof non-return valve (double flanged) of following sizesconfirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required |
| 105 | 65 mm dia |
| 106 | CONTROL PANEL (Common for 5 Nos pumps) |
| 107 | Providding,installation, testing & commissioning of CRCA sheet floor mounting type cubicle pattern control panel suitable for indoor installation and consisting of following :The specification of incoming and outgoing shall be as under:- Incoming 1 No. MCCB-160 A 1No. Voltmeter(0-500 V)1No. Voltmeter selector switch1 Set Phase indicating lamps1 No. Ammeter-1No Bus Bar -160 AOutgoing consisting of 5 No. Star Delta starter starter (22Acontractors & Relay(9-14A)) 5 No Single phase preventor cum reverse rotation 5 No MCB-32 A 5 No Ammeter(0-30A) 5 No Voltmeter(0-500 V) 5 No Star delta timer 5 No Auto phase corrector unit(Karsan) etc. complete as required. |
| 108 | Supplying & fixing of submersible flat copper conductor cable of size 3C X 4 sq. mm. with voltage grade 1100 KV i/c testing & commissioning etc. complete as required. |
| 109 | Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe conforming to IS 1239 including welding, fittings like elbows, tees, flanges, tapers, nuts,bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :65 mm |
| 110 | Supplying & installation of borecover-200 mm for submersible pump sets i/c testing & commissioning etc. complete as required. |
| 111 | Supply of 3.5 C x 25 sq. mm. size of 1.1 KV grade multicore aluminium conductor XLPE insulated and PVC sheathed armoured cable as per IS : 7098:1988 with upto date amendments. |
| 112 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.Upto 35 sq. mm (clamped with 1mm thick saddle) |
| 113 | Supplying and making indoor 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. |
| 114 | 3.5 C x 25 sq. mm. |
| 115 | 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 steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C |
| 116 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in recessed steel/ PVC conduit as required. the existing surface |
| 117 | 3 x 1.5 sq. mm |
| 118 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc.with charcoal/ coke and salt as required. |
| 119 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 120 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 121 | 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. |
| 122 | 25 mm |
| 123 | Supplying & installation of exhaust fan(metallic body) of size 300 mm or 15\\" i/c connections,making good the damages ,iron angle & painting with screws,nuts & bolts with testing & commissioning etc. complete as required. |
| 124 | Supply, Installation, Testing and Commissioning of 1200 mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal ( Aluminum 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%, suitable for operation with regulator 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 Ceiling Fan compliant to IS 374:2019 fan Supply, earthing etc. complete as reqd. |
| 125 | Supplying of Powder coated die cast /Extruded aluminium Body (Thickness >1.20 mm) 18W-22W LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -15 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80 , Flicker free (flicker should be below 5 %), life time (LED,Driver & electrical circuitary), of minimum 50000 Burning Hours with , 70% of initial Lumen maintained till life ends,CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report from NABL lab for all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). |
| 126 | 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. |
| 127 | Single pole |
| 128 | Double pole |
| 129 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 130 | Supplying & fixing following way, single pole & neutral, sheet steel, MCB distribution board, 240V, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing testing & commissioning etc. as required.(But without MCB/RCCB/Isolator) |
| 131 | 8 way , Double door |
| 132 | Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. |
| 133 | 5/6 A switch |
| 134 | 15/16 A switch |
| 135 | 3 pin 5/6 A socket outlet |
| 136 | 6 pin 15/16 A socket outlet |
| 137 | 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. |
| 138 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 139 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 140 | Total= 5403531.00 B |
| 141 | Total of Civil & Electrical Work(A+B)=Rs. 25936332.00 Please Enable Macros to View BoQ information |
