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Tender For Provision Of Certain Sanction Work In The Area Of Age B/R-I, Age B/R-Ii And Age E/M (Central) Under Ge (Central) Delhi Cantt-10.; 1 Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. 2 M&L hard core of broken stone of gauge n. exc. 63mm; deposited, spread and levelled in layers n. exc. 15cm thick watered and rammed to true surface complete all as specified and directed by Engineer-in-Charge. 3 M&L 75mm thick PCC (1:3:6) C-1 using 20mm graded stone aggregate as in floor, plinth protection etc. finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. 4 M&L chequered tiles 30cmx 30cmx 10mm thick,set, jointed & pointed in neat cement slurry in floors with grey cement and pigments over & including 15mm thick screed in cement mortar 1:6 5 M&L for PCC 1:3:6 type C1 using 20 mm graded stone aggrgate as in coping to wallcomplete all as specifed and as directed. 6 Excavation in trenches n.exc 1.5m wide and n.exc 1.5min depth for foundation ,etc. and getting out in soft/loose soil complete all as specified and as directed. 7 M&L for P.C.C 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed. 8 M & L for brick work with Cement Mortar1:6 using sub class "B" bricks,old size , straight or curved on plan exceeding 6 m mean radius all as specified and directed. 9 Returning, filling in, including spreading, levelling , watering, and well rammingin layers n.exc 25 cm thick complete all as specified and as directed. 10 Removing excavated material (Soil) to a distance n. exc 50mand depositing where directed at a level n. exc. 1.5m above the starting point complete all as specified and as directed. 11 M&L for 50 mm thick Cement Concrete (1:2:4) Nominal Mix (using 12.5 mm graded stone aggregate) as in damp proof course (DPC) to horizontal or vertical surfaces including necessary form work and mixing of water proofing compound as per manufacturer’s instructions complete all as specified and directed. Note: - Water proofing compound will be measured and paid separately. 12 Supply only water proofing compound (WPC). 13 M&L for spreading and leveling n.exc 25cm thick incl well ramming incl watering complete all as specified and directed. 14 M&L for 100 mm thick P.C.C 1:4:8type B-2 using 40mm graded stone agg as in sub base of floor complete all as specified and as directed. 15 M&L for 25 mm thick PCC 1:2:4 type B0, 12.5 mm graded stone aggregate as in subbase complete all as specified and directed. 16 M&L Vitrified ceramic Light shade coloured tiles 10mm thick square/rectungular polished area of each tile not exceeding o.36 Sqm in floor etc set and jointed in neat cement sluarg and painted in white or coloured cement to match laid over 15mm thick screed bed of cm 1:6 . 17 All as per item No 16 above but as in skirting over rendering 10mm thick in cement mortar 1:4. 18 M&L for15 mm thick rendering in CM 1:4 on fair faces of brick work or concrete surface finishedfair and even without using extra cementcomplete all as specified and directed. 19 M&L for10 mm thick rendering in CM 1:6 on fair faces of brick work or concrete surface finished fair and even without using extra cement complete all as specified and directed. 20 Material and labour for preparation of new plastered surfaces as of walls and applying Twocoats of weather proofing exterior acrylic emulsion paint complete all as specified and directed. 21 M&L fornew plaster surface two coat of oil bound destemper over 2mm thick of birla white putty including preparation of newly plasteredsurface etc all as specified. 22 M&L for PCC 1:3:6 type C1 using 20 mm graded stone aggrgate as in coping to wallcomplete all as specifed and as directed. 23 M&L cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in filling for lintel bands, lintels upto 1.5 metre span including necessary formwork complete all as specified & directed by Engineer-in- charge. 24 Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns,hookingendsand binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips conforming toFe-410-W(Gde.E-250) Part- I quality-A or Fe 290 (Gde - E-165) 25 Mild steel TMT 6 mm to 8 mm dia., cut to length, bent to shape required, including cranking, bending spirally for stirrups, hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clipsconforming toFe-410-W(Gde.E-250) Part- I quality-A or Fe 290 (Gde - E-165) 26 S & F mild steel roof trusses (framed), Trussesd, purlins, crane grantries, rails and framings and heavy bracket framing (Beam,tee, angle, channel or flat sections) confrming to Fe 410-Wincluding cleats,distance pieces etc 27 S&F pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engr-in-Charge. 28 S&F anodised aluminium snap grade of size 600 X 600mm frame work for false ceilingincluding hangers 2.5mm dia G I (upto 1200mm length)suspended on interlocking metel T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanised @ 120 grams oer sqm including both sides) comprising of main-T runners of size 15x32mmof length 3000mm, vross-T of size 15x32nn of lenght 1200mm amd secondry itermediate cross-T of size 15x32 of lenght 600mm to form grid module of size 600x600mm frame ceiling with 8mm thick calcium silicate board of silicious and calcareous material reinforced with cellulose fibre for fixing in 600mmX600mm GI grid (frame work for ceiling shall be measured and paid seprately) all as specified. 29 M&L aluminium alloy powder coated windows including aluminium coated frames silding track, bottom weighing not less than 1.015 Kg/Rm ,sides and top not less than 0.826 kg/Rm double revated and 0.55 kg/Rm for window shutter with one fixed glazed shutter and two nos glazed/gauged shutter silding type with aluminium sectins as per series-A (15mm) 3 track of jindal section number for silding windows with framed shutter including aluminium allow powder coated snap type beads handles with locking arrngement spring action and glazingclips joint cleats rubber gaskets etc inclding provision of 5.0 mm thick tinted frosted glass of superior quality and stainless steel jali including all standard fittings complete all as specified and directed. 30 M&L aluminium alloy powder coated door including frame and channel of section (Door frame single grove 101.6mm x44.45 mm x2.1,shutter top section 47.62mm x44.45x1.95mm thick shutter bottem vertical section85 mm x44.45 mm x1.80mm yhick ,shutter middle section 83.50mm x 44.45 mm x1.80mm thick shutter glazing clips weighing not less than 0.097 kg/Rm as directed and approved by GE and as per IS specification including provn of 5mm thick tinted glass/10mm thick thick prelaminated particle board as required includingalu handle 150 mm ,tower bolt 150 mm,floor spring heavy duty "SAMRAT" ,looking arrangement "GODREJ" rubber gasket and door stopper complete all as specified and directed. 31 S&F Anodised aluminium grill (anodised transparent or dyed to required shade according to IS :1868 with minimum anodiccoating of grade AC 15) of approved design/pattern, with approved stadandered section and fixed to existing window frame with CP brass/stainless steel screws @200mm c/c, incl cutting the grill to proper opening size for ficing and operation of handles and fixing approved anodised aluminium standard section around the opening all complete as per requirement and direction of Engineer-in-charge. 32 Taking down chowkhats or frames n.exc 1.5 sqm each with shutters (without taking off shutters from frames), complete all as specified. 33 Taking down chowkhats or frames exc. 1.5 Sqm and n.exc 4 Sqm eachwith shutters (without taking off shutters from frames ), complete all as specified. 34 S&F Powder Coated Anodised aluminium frame for doors, windows, ventilators with one or more rebates including aluminium alloy Powder coated standard 10mmsection window grill as per approved sample and as per IS specificationsjoining cleat for fixing etc. complete all as specified. 35 M&L anodised aluminium window/door and ventilator shutters, sliding or side hung type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 no.),hinges type B-21 100mm long (2no.) suitable handle ,(01 no.) including 4mm thick glass panes or stainless steel wire mesh complete all as specified and directed. Note : The rate quoted by the contractor is inclusive of all fixture/fittings/glass/wire mesh/aluminium jallies etc. 36 Taking down cement plaster in concrete or brick wall surface of any thickness from brick or stonewalls etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified. 37 M& L for prepration of new surface and applying a uniform thickness (average 2-3mm thickness) of cement based wall care putty of approvedto the entire surface of wallssurfaces finished even and smoothcomplete all as specified and directed. 38 M&L for coloured ceramic tiles (300x600mm)x7mm thick on vertical surfaces on skirting /dados and risers to steps etc including rendering 10mm thick cement mortar in CM 1:4 ,including dismantling the existing tiles with screed and removal of debries out of MOD Land complete all as specified and directedby Engr-in-Charge, approved by GE. 39 M & L for painting new or previously untreated steel and iron surfaces of any description, over 10cm in width or girth,not otherwise described with two coats of synthetic enamel paint over a coat of red oxide complete all as directed. 40 Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as directed. 41 S&F in Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shapeas directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 ® comple all as specified and directed. 42 S&F Chain link MS galvanisd fencing any size or type complete all as specified and directed. 43 S&F Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire incl provission of binding wire any size or type complete all as specified and directed. 44 S&F Mild steel screw bolts (machine made) any dia size with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5 cm long complete all as specified and directed. 45 Taking up or down 15 mm dia GI tubing and connectionscomplete all as specified. 46 S&F 15mm dia GI tubing medium grade with all fittings and fixed to wall and ceiling or laid in floors etc complete all as specified and directed 47 M& L for non skid coloured rectified ceramic tiles (300x300x)7 to 8mm thick in floors, etc, set and jointed in neat cement slurry and pointed in coloured cement to match over and including 15mm thick screed bed for laying floor in CM 1:6 including dismantling the existing tiles with screed and removal of debries out of MOD Landcomplete all as specified and directedby Engineer in Charge, approved by GE. 48 M&L for Chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurrylaid over 15mm thick screed bed in cm 1:6 asin floors withno pigment complete all as specified and directed. 49 S&F 40mm dia and 75mm long, extrruded fancy type SS handle for kitchen cup boards shutters, cabinets, crocery shelf drawers fixed with nuts, screw and washer of mild steel bright finished, complete all as specified. 50 S&F ball catches with 8mm dia steel ball and brass body and striking plate including letting in and fixed, complete all as specified. 51 S&F 75 mm long L Bihari concealed type hydrauilc hinges incl stainless screw complete all asspecified. 52 S&F 18/19mm thick factory made PVC moulded solid board one side pre-laminated for cabinet boxes, crockery almirahs, books shelves etc with self and shutter full size fitted under/above the kitchen cooking platform and other rooms directed incl provn of fixing arrangement etc, complete all as specified and directed. 53 Demolition of cement concrete of any description and in any position not otherwise specifically provided for 54 M&L providing and applying the plaster with single component ready to use repair mortar (SMART CARE REPAIR MORTAR or equivalent) capable of applying 15mm average thickness in single layer and finishing with trowel with a bond coat: SBR polymer (@ 10% of cement weight) modified cementious bond coat @ 2.2 kg cement/Sqm of surface area mixed with specified portion of AP SMARTCARE or equivalent Repair Polymer including taking down existing roof treatment of any type including raking out joints, hacking for key, scrubbing down with water etc., to receive further treatment, complete all as specified land as directed.Note: The application shall be executed on any type of surface and on horizontal/Vertical areas. 55 M&L providing and applying Smartcare Dampproof, a fibre reinforced elastomeric liquid water proofing membrane formulated with reinforcing acrylic fibers having Sun Reflectivity Index (SRI) of 105 on horizontal/vertical surfaces of roof/wall/chajas in multiple coats @2.0 litre/sqm. Primary [coat is self-priming coat of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1, damp proof : water) and other coats to be applied undiluted. The coating needs to be reinforced with 40 GSM geotextile, to sandwiched between 2nd & 3rd coat of coating. The application shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes complete in all respect as per the direction of Engineer-in-Charge.Notes for item Nos 20, 54 & 55: (a) The work shall be executed through authorised applicator of manufacturer only.(b) Authrised Applicator shall be approved by GE before starting of work.(c) All materials shall be procured directly form manufacturer. The purchase voucher shall be produced to the Engineer-in-Charge for his verification of material.Engineer-in-Charge shall deface the original purchase vouchers.(d) MOU with authorized applicator will be submitted by contractor within 7 days after opening of Financial Bid.(d) A guarantee amount of 5% of contract of work done for item Nos 20, 54 & 55 of BOQ will be retained for 5 years of the completion of work. 56 Fixing only 15 mm water tubes, any grade, to walls and ceilings or laying in floorsin repairscomplete all as specified. 57 Taking up or down steel tubing 20 mm bore, and connections, including cleaning for re-fixing or removal to store in repairscomplete all as specified. 58 S & F 20 mm bore, steel water tubing, medium grade, galvanized, with all fitting and fixed complete to walls and ceiling or laid into floor in repairscomplete all as specified. 59 Fixing only 20 mm water tubes, any grade, to walls and ceilings or laying in floorsin repairscomplete all as specified. 60 Disconnecting existing tanks of cap 1000 ltrs, setting aside (or lower ing if required) for repairs, cleaning, etc. and hoisting if required re- connecting and re-fixing in position and Cleaning and removing all scale and dirt, etc. from tanks and form mouths of circulating pipes, etc. 61 S & Fin repair 1000 ltr capacity three layer white colour rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position including dismantling old water tank all as specified in SSR Part I. 62 S & F in repair500 ltr capacity three layer white colour rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position including dismantling old water tank all as specified in SSR Part I I. 63 S&F 110mm bore (SWR) pipes single socketed in any length with rubber ring joints fixed to walls/floor complete all as specified and directed. 64 S&F PVC (SWR) bend any radius 110mm bore complete all as specified and directed. 65 S&F Framed mild steel work as in doors or gates of angle or other sections with gusset plates, rails, braces, tank stagging etc complete drilled for fixing of steel sheeting or other covering doors etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings(exclusive of steel sheeting or other covering, running rails and gurders) and hanging also fastening and complete all as specified and directed (Fe-410-W(Gde E-250)Quality-A). 66 Demolition of Brick work of stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles. 67 Reinforced cement concrete type B-1(1: 1 1/2 :3)with 20 mm graded aggregate as in foundation including rafters footings foundation beam plinth beam bases for column etc basment slab under reamed piles and mass concrete. 68 Reinforced cement concretetype B-1(1: 1 1/2 :3) with 20 mm graded aggregateincolumn pillars piers posts and struts . 69 S&F Form work to sides of concrete foundations, footing bases of sides and soffits if any of foundation and plinth beams and similar work vertical or to better. 70 S&F Form work to sides of pillars piers posts and struts piers columns and stanchions. 71 Providing and fixing 6mm thick Suede Finish Greenlam, or equivalent exterior grade Clad (High Pressure Laminates) made up of 1300mm x 3050mm in size and conforming to EN 438-6:2016 standard, EDF Grade.Exterior CLAD HPL should be made under high pressure, using thermosetting Phenolic resin treated kraft layers, Amino plastic resin treated Exclusive & UV conforming Exterior Grade Decorative paper on both sides and UV protection layer above the décor papers on both sides. Clad should be resistant to wet conditions and meets permissible increase on mass, have density >1.35 gm /cm3, UV resistance of a minimum of 4 on a grey scale rating after 1500 hours, Resistance to artificial weathering including light fastness of a minimum rating of 4 (after 650 MJ/m2 radiant exposure). The product must conform to European Fire-Retardant norms of Bs1d0 when classified in accordance with EN 13501-1. The Fire-Retardant Additive must be Halogen free to protect the environment. HPL must be a green product conforming to GRIHA, GreenPro and Green Guard Gold certification and meet Anti-bacterial and Anti-termite property under JIS Z2801 (The manufacturer should provide 12 years warranty on manufacturing related defects). Finish and colour of compact laminates should be finalized under direction of Engineer –in-charge.Clad should be installed on Aluminium tubular substructure in the size of 50mm x 25/50mm or as per site requirement fixed at a maximum centre-to-centre distance of 400mm to 600mm with the help of 5mm dia colour matching rivets with sliding holes and fixed holes on the HPL. The aluminium tubular substructure should be fixed on wall with the help of dead load bearing brackets and wind load bracket by 10mm fastener. Wind load bracket will have vertical slot & dead load bracket will have in horizontal slot & maintain 6mm both horizontal and vertical gap between two installed clad panels. Shade/design of clad should be finalized under direction of Engineer –in-charge. 72 Providing and fixing of Stainless steel grade 304 golden letters in English with Main letter of name of institute (ARJAN VIHAR OFFICER ENCLAVE) of minimize size 225 mm with 275 mm raising. The rest of letters shall also be of Stainless steel grade 304 in golden with minimum size of 250 mm, 300 mm raising. The letters shall be fixed with the help of stainless steel studs on existing granite/HPL Sheet/ACP sheet which shall not be visible from the front. The stainless-steel studs shall be properly grouted with suitable sealant.The letters of name of institute in logo shall be engraved/etched in black letters over golden stainlesssteel sheet with heating process. The design of wall is mentioned in the tender drawing. The work shall have warranty/defect liability period of 36 months as per NIT.Test report for conformality of material wrt pecifications shall be provided.The work shall be executed to the satisfaction of Engineer- in-charge. After award of work,contractor shall provide a Design of signage with logo for approval of engineer -in - charge before implementation at site. 73 Material & Labour for providing and fixing stainless steel (Grade 304) grill made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the grill with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangementcomplete all as specified and directed. 74 M&L for screed bed or bedding layer of mortar 15mm thick for laying floor finishes of cement plaster 1:6 complete all as specified and directed. 75 M&L Preparation of newly plastered surface applying two coats of Cement based paint onwalls using roller brush/machine complete all as specified. 76 M & L Machine pressed precast concrete interlocking dark colouredpaver block any shape and size confirming to IS 15658-2006 of 60mm thickness M-35 Grade all as specified and disposing to debries etc all as directed by Engr-in-Charge. 77 M & L Cement concrete 1:2:4 type B0 (using 12.5 mm gradedstone aggregate) as in roof kerbs or mud stops etc including weathering slightly rounded or chamfered edges, finished even and smooth withoutusing extra cement including form work ,complete all as specified. 78 S & F rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates 79 M & L for Sand filling under floors or in foundations including watering and consolidation 80 M&L for cement concrete 1:2:4 type B1(using20mm graded stone aggregate) as in blocks for hold fast, coping,benching etc. including weathering, slightly rounded or chamfered angles or throating including form work to concrete surfaces, complete allas specified. 81 S&F DWCPE(SN4) 150mm dia (Internal Dia)pipes,snap fit coupler and rubber ring incltesting and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified. 82 Dismantling of stone slabs and tiles of any description or thickness in floors, aprons etc laid, bedded and pointed in any mortar, all as specified. 83 M & L for Point wiring complete with 1.5 sqmm single core PVC insulated unsheathed FRLS cable 1100 volts grade with multi stranded copper conductor drawn through in and including non metallic medium grade rigid PVC conduit, ISI marked not less than 20 mm diaincluding all accessories surface of wall/iron angle and including provision of 1.5 sqmm PVC insulated unsheathed copper cable FRLS as earth continuty conductor including fabricated brandedPVC box duly make embossed, surface of walls and with suitable modular inner and outer plate for housing switches , socket out let and fan regulators etc, complete all as specified and as directed for the followings:- 84 One light point controlled by one, one way switch . 85 One 3 pin 5 Amps socket outlet point controlled by one No one way switch on same board 86 M&L switch Modular type 6 Amps230V AC complete all as specified. 87 M&L Modular socket outlet 5 pin 6 Amp socket 2 module complete all as specified. 88 S&F ceiling rose surface PVC/Polycarbonate type with three terminals. 89 S&F 35 W High efficient LED Flood light fitting with pressure die cast Aluminum housing and has lenses specially designed for Flood Lighting with polycarbonate cover.System level efficacy of the Luminarie should more than 100lm/W. The color temperature is around 6500 K with a color rendering index of 70.The luminaire is IP:65 protected.It has an electronic driver complaint to IEC safety standards with a power factor>.0.90, voltage variation range 140-270V, THD<20%, High and low voltage protection along with a surge protection of 4 KV internal including provision of Diffrent colour and shape and necessary clamps etc for fixing the light fittings on wall/ iron/steel angle fixed complete as specified and directed by engr-in-charge. 90 S&F MCB DB SPN 4 way Horizontal, IP - 43 Protection double door 240 V AC 50Hz with for MCBSPN as incomer and SP MCBs as out going with tinned copper bus bar ,neutral link earth link completeNote:-(i) MCB shall be measured & paid separately (ii) make of DBs & MCB should be same 91 S&F MCB SPN 40 to 63 Amps 240 volts 10 KA 50 HZ "C" curve complete. 92 S&F MCB SP 6-32 Amps 240 volts 10 KA 50 HZ "C" curve complete. 93 Supply,laying PVC under ground XLPE insulated heavy duty electric cables armoured with aluminium conductor, 1100 volts grade, cross sectional area 6 sqmm 2 core laying in trenches, fixed along wall, through GI pipe under floor complete. 94 S&F for HDPE double wall corrugated pipes conforming to IS-14930 Part-II with IP Protection of IP-67 having outer dia 50 mm and inner dia of 32 mm with necessary couplers, bends etc for protection of LT cable all as specified and directed. 95 M&L earthing complete with GIelectrode 600x 600 x 6mm, thick buried directly in ground vertically in a pit of depth not less than 2.25 mtr below normal ground level (with top edge of earthplate not less than 1.50 mtr below normal ground level connected to GI wire 4.0 mm as earthing lead by means of bolt nuts, check nuts, and washers of brass connected including gun metal or phosphorus bronze drilled and screwed all as specified including excavation and earth work and disposal of surplus soil incl 15 mm GI tubing light grade and necessary fitting for protection of GI wire incl laying of alternate layer of charcoal dust and common salt PPC (1:2:3) type C-1 (using 20mm graded stone aggregate) for earth pit with 40 x 40 x 6mm MSangle iron frame for cover 40 mm thick (1:2:4) type B20 using 12.5 mm graded stone aggregate reinforced with 8 mm dia round bar @ 75mm C/C both way with MS handle 20mm dia plastering 15mm thick CM (1:6) internally and upto 150mm below ground level externally PGL funnel with ground wire mesh 20mm dia GI pipe Medium grade for watering complete all as shown on electrical plate No 3 of SSR Part-1 2009 and connected in earth test incl testing completed all as specified and directed. Note:- Galvanised wire and protection light grade GI pipe upto 7.5 mtr shall be deemed to be in the rates. 96 Schedule of Credit
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