|
| 1 | (SH:- I - C/O R.C.C. Gallery-1500 Capacity ) |
| 2 | Civil Components |
| 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 the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.(i) All kinds of soil. |
| 4 | 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 lift upto 1.5 m. |
| 5 | Supplying and filling in plinth with sandy soil under floors including watering,ramming consolidating and dressing complete. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : All work upto plinth level (a)C.C. 1:5:10 (1 cement :5 Kanhaighat coarse sand :10 graded stone aggrt. 40mm nominal size). |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (a)1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement :(a)1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 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 up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 10 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete up to plinth level/Above Plinth level. ( a )Thermo-Mechanically Treated bars |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for: (a) Foundation footings, bases of columns etc. and mass concrete. |
| 12 | (b) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 13 | (c ) Suspended floors, roofs, landings, balconies and access platform,with water proof ply 12mm thick. |
| 14 | (d)Lintels, beams, plinth beams, girders, bressumers and cantilevers,with water proof ply 12mm thick. |
| 15 | (f)Edges of slab and breaks in floors and walls (i) Under 20cm wide |
| 16 | Brick work with Ist class common burnt clay F.P.S. (non modular)bricks in foundation and plinth in: (i) (1 Cem: 4 Kanhaighat C/Sand) |
| 17 | Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in : (i)cement mortar 1:4 (1 cement : 4Kanhaighatcoarse sand) |
| 18 | (a) Upto 1st floor level |
| 19 | Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately :(a) Local best quality Teak wood. |
| 20 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked MS pressed butt hinges bright finished of required sizes with necessary screws.(a) Local best quality Teak wood.(38mm thick) |
| 21 | Providing & fixing M.S. grills of required pattern to wooden frames vertically andhorizontally with M.S. flats at required spacing & frames basedon Architecturaldrawing i/cpriming,painting etc.Complete as per direction ofEngineer-in-Charge. |
| 22 | Providing 40x3mm flat iron hold fast 40cm long i/c fixing to frames with 10mm dia bolts, nuts and wooden plugs and embedding to cement concrete block 30x10 x15cm 1:3:6 (1 cement : 3 Kanaighat coarse sand: 6 stone aggrt. 20mm nominal guage). |
| 23 | 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 :(i) 300 x 16 mm |
| 24 | Providing and fixing bright finished brass tower bolts (barrel type)with necessary screws etc. complete :(a) 250x10 mm |
| 25 | Providing & fixing Brass handles with necessary screws etc. complete.(a) 125mm |
| 26 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, 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.(a) Double charge vitrified tile polished finish of size (i) Size of Tile 600 x 600 mm |
| 27 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 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), including grouting the joint with white cement & matching pigments etc. complete.(i) Size of Tile 600x600 mm |
| 28 | Kota stone slab flooring over 20 mm ( average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1:4( 1 cement : 4 Coarse sand) (a) 25mm thick |
| 29 | Kota stone slab 25 mmthick in riser of steps , skirting , dado and pillars laid on 12 mm ( Average) thick cement mortar 1:3(1 Cement : 3 Course sand ) and jointed with grey cement slurry mixedwith pigment to match the shade of the slab including rubbing and polishing complete . |
| 30 | Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm)with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trussesand including cutting to size and shape wherever required with (i) Precoated galvanised iron profile sheets 0.50 mm thick |
| 31 | Steel work in built up tubular (round, square or rectangular tubes etc.) trusses etc., including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers etc.complete. (a) Electric resistance or induction butt welded tubes |
| 32 | 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-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). |
| 33 | Providing & fixing M.S. round holding down or anchor bolts with nuts & washer plates complete. |
| 34 | 12mm cement plaster of mix : 1:4 (1 cement : 4 Kanhaighat fine sand). |
| 35 | 15mm cement plaster on rough side of single or half brick wall of mix (i) 1:4 (1 cement : 4 Kanaighat fine sand). |
| 36 | 15 mm cement plaster onrough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 ( 1 cement : 3 fine sand) . |
| 37 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :.(i) Water thinnable cement primer |
| 38 | Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 39 | Floor Painting with floor enamel paint of approved brand and manufacture to give an even shade: (i) Two or more coats on new work |
| 40 | Finishing walls with Acrylic smooth exterior paint of required shade : (i)New work (Two or more coats applied @ 1.67 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. |
| 41 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade (i) Two or more coats |
| 42 | Applying priming coat :-(a) With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 43 | Applying priming coat :- (b) With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works: |
| 44 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture |
| 45 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 46 | P/F 2mm thick M.S.Sheet eave board with ISA 25x25x3mm and flat 25x4mm with primer and painting complete as per direction of Engineer-in- Charge. |
| 47 | Providing and fixing in position collapsible steel shutters with vertical channels 20xl0x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia, steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 48 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 49 | 2nd class brick masonary 15x15cm open surface drain in c.m. 1: 5(1cem : 5 c/sand) i/c earth excavation 10cm bed c.c.1: 5 : 10 1cem : 5 c/sand :10gr.st.aggrt.40mm n/size i/c 12mm thick cement plaster 1: 3 (1cem : 3 Kanhaighat c/sand) with a floating coat of neat cement inside & outside as per standard design. |
| 50 | SH:- IIC/OBrick peripheral drain withR.C.C. slab cover ) |
| 51 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.(i) All kinds of soil. |
| 52 | 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 lift upto 1.5 m. |
| 53 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : All work upto plinth level (a)C.C. 1:3:6(1 cement :3Kanhaighat coarse sand :6graded stone aggrt. 40mm nominal size). |
| 54 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (a)1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 55 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete up to plinth level/Above Plinth level. ( a )Thermo-Mechanically Treated bars |
| 56 | Centering and shuttering including strutting, propping etc. and removal of form for: (a) Foundation footings, bases of columns etc. and mass concrete. |
| 57 | (f)Edges of slab and breaks in floors and walls (i) Under 20cm wide |
| 58 | Brick work with Ist class common burnt clay F.P.S. (non modular)bricks in foundation and plinth in: (i) (1 Cem: 4 Kanhaighat C/Sand) |
| 59 | P/F C.I cover with frame for (manhole and chamber) (a) 600x450mm (Heavy duty) |
| 60 | 12mm cement plaster of mix : 1:4 (1 cement : 4 Kanhaighat fine sand). |
| 61 | 15mm cement plaster on rough side of single or half brick wall of mix (i) 1:4 (1 cement : 4 Kanaighat fine sand). |
| 62 | SH:-IIIC/O Football field with Sub- Surface drainage , Pop up Irrigation System etc.) |
| 63 | Removal of Vegitative Layer |
| 64 | Removal of vegitative layer from the site and replacing it with the existing site soil. Dumping of the debris off-site at dumpingarea within a lead upto 200meters. |
| 65 | Build-up of the sub-base to the required level |
| 66 | Once the existingtopsoilhasbeen excavatedandremovedfromworksarea thesubgradeprofileshallbere-graded with a bulldozer or motor grader with tilting blades or its equivalent andmust be fineshapedwithaBobcattotherequired sub grade design levels as mentioned belowtoformthe ‘envelope’ of the field, the sub base must be stable and rock-free. |
| 67 | Proof Rolling |
| 68 | Rollsub-gradewithvibratoryroller.Any softspotsidentifiedduringproofrolling shallberemovedandreplacedwith compacted suitable fill material to the satisfactionoftheConsultant/agronomist/engineer,sothatafirmformationwitha CBR value of greater than 5% is produced. |
| 69 | Watering the sub-grade to bring the earthuptorequiredoptimummoisture content. |
| 70 | Pickingof stonesremovalorother deleteriousmaterialofdimensiongreater than75mmfromthesurfaceofthesub-base. |
| 71 | Trenchingofdrainsatthesubsurface levels for perforated pipe drainage. |
| 72 | Excavating trenches of required width for pipes, cables, etcincluding excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting outthe excavated soil and then disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 73 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. |
| 74 | At the base of Drain. |
| 75 | Providing,laying and spreading upto50mm, aggregate of 10-15 mm. |
| 76 | Providing and laying 100mm corrugated perforated pipes with fixing all end caps, T joints and couplers where necessary. |
| 77 | NOTE:Alljointsinthedrainsand connections betweenthelateralsand main drains shall bemadeusing purpose–made or otherwise approved sealed junctions of appropriate size. Sealed end-(Continued) |
| 78 | capsshallbefittedwhererequired.All perforatedplasticpipesshallconformto BS4962:1989andperforatedpipesshall conform to BS 4660:1989 or ASTMequivalent. |
| 79 | Supply and fit Couplers to 100mm pipe. |
| 80 | Supply and fit T joints to 100mm pipe. |
| 81 | Providing,andbackfillingaggregateof 10-15mmtofillaroundandabovethe pipe, fill up to 200 mm to fill the drain |
| 82 | NOTE: The aggregate used for drain trench backfill and for the drainage layer shall be freeoffine particles. The calcium carbonatecontent shall not exceed 5%.The aggregate shall comprise of particles which are angular, sub angular or sub -rounded in shapebutshallnotcontainmore than 20%of particleswhichare flaky,laminar orplatyinshape,i.e. where particle length exceeds thickness by a factor of two or more. |
| 83 | Lay drainage gravel layer, 6-10mm clean permeable fill. |
| 84 | Supplyandplacesufficientquantityofan approvedcleanhard,saltfree,non- calcareouschokerorgravel/aggregateto provide a minimum firmed depth of 100mm firmed layer, over the entire sub-base . The material being resistant to abrasion or breakdown and shall have a maximum calcium carbonate content of 5%. |
| 85 | Automatic Irrigation system |
| 86 | supply and install an automated pop-upsprinkler irrigation system, using HDPE pipes,combination of full and part circle gear drive rotar based sprinklers, 12.5 hp mono bloc pump with filter and control panel, an underground storage tank of 1,00,000 liters( tank to be provided by client), considering 6.0mm/daywaterprecipitation rate during the peak summer. |
| 87 | Grassing with Buffalo Grass ( Grassing with Buffalo grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weds and fit for moving including supplying good earth if needed. |
| 88 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.(i) All kinds of soil. |
| 89 | 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 lift upto 1.5 m. |
| 90 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : All work upto plinth level (a)C.C. 1:4 :8(1 cement :4Kanhaighat coarse sand :8graded stone aggrt. 40mm nominal size). |
| 91 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (a)1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 92 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement :(a)1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 93 | 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 up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 94 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete up to plinth level/Above Plinth level. ( a )Thermo-Mechanically Treated bars |
| 95 | Centering and shuttering including strutting, propping etc. and removal of form for: (a) Foundation footings, bases of columns etc. and mass concrete. |
| 96 | (b)Lintels, beams, plinth beams, girders, bressumers and cantilevers,with water proof ply 12mm thick. |
| 97 | (c) Walls (any thickness) including attached pilasters, buttresses,plinth and string courses etc. |
| 98 | (d ) Suspended floors, roofs, landings, balconies and access platform,with water proof ply 12mm thick. |
| 99 | (e)Edges of slab and breaks in floors and walls (i) Under 20cm wide |
| 100 | 15 mm cement plaster onrough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 ( 1 cement : 3 fine sand) . |
| 101 | P/F C.I. Cover with frame (for manhole and chambers) (i) 600 mm x 450 mm (heavy duty) (38 Kg) |
| 102 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (a) External Works.(i) 25mm dia. nominal outer dia Pipes |
| 103 | SH :-IV- Providing Internal Electrical Installation) |
| 104 | Wiring for light point/fan point/exhaust fan point/call bell point with 1.5mm2 FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit with piano type switch phenolic laminated sheet suitable size MS-box and earthing the point with 1.5mm2 FR PVC insulated copper conductor single core cable etc.as reqd. |
| 105 | Group A |
| 106 | Group B |
| 107 | Group C |
| 108 | Wiring for light point/power plug with 2X4mm2 FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit with 1 No. 4mm2 FR PVC insulated copper conductor single core cable for loop earthing etc.as reqd. |
| 109 | Wiring for circuit/Sub-main wiring with earth wire with (the following sizes of) FR PVC ins.cu.cond single core cable in surface/recessed PVC conduit etc.as reqd. |
| 110 | 2X1.5mm2+1X1.5mm2 earth wire |
| 111 | 2X2.5mm2+1X2.5mm2 earth wire |
| 112 | 2X4mm2+1X4mm2 earth wire |
| 113 | 2X10mm2+1X10mm2 earth wire |
| 114 | Wiring for light point/power plug with 2X4mm2 FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit with 1 No. 4mm2 FR PVC insulated copper conductor single core cable for loop earthing etc.as reqd. |
| 115 | Supply and fixing (following modular type switch/socket) on the existing modular plate and switch boxi/c connection but excluding modular plate etc as reqd. |
| 116 | 5/6 amps switch |
| 117 | 15/16 amps switch |
| 118 | 3 pin 5/6 amps socket outlet |
| 119 | 6 pin 15/16 amps socket outlet |
| 120 | P/L 50mm2 four core pvc ins.(heavy duty) Cu. cond. armoured cable of 1.IKV grade in size not exceedng 25mm2 direct in ground i/c excavation, sand cushioning protective covering and refilling the trench etc.as reqd. |
| 121 | S/F brass batten/angle holder i/c connection etc.as reqd. |
| 122 | S/F 9W LEDbulb |
| 123 | SITC surface mounted LED Down Lighter with white powder coated Al. housing with integrated electronic driver 15 W 840 LHEAAGP6IA2W012 complete with connection as rqd. (Havell\"s) |
| 124 | S/F fan hook i/c bolt & nuts. |
| 125 | S/F 48\"sweep (1200mm) AC ceiling fan complete with down rod,canopy, 3 (three) blades without regulator etc.as reqd. (Make Bajaj/Usha or Similar) |
| 126 | S/F stepped type electronic fan regulator on the existing modular plate sewitch box i/c connection but excluding modular plate etc. |
| 127 | Installation of exhaust fan upto 450mm sweep in the existing opening i/c making the hole to suit the size of the above fan, making good the damaged, connection testing commissioningetc. as reqd. |
| 128 | S/F 305mm sweep exhaust fan complete with accessories i/c connection etc. as reqd. |
| 129 | SITC 50W LED 5000K energy saving IP 65 Flood Light luminaries with high power LED as light source Havell\"s JETACOMPECTOFL50W LED 757LTG complete with connection as rqd. (Havell\"s) |
| 130 | Design, supply, installation testing and commissioning of L.T.Panel board of dust and vermin proof mounted with thickness of 16 SWG metal clad sheet with suitable for use at 3- Phase, 4 pole,50 Hz 415V fitted with the following switch gears of four way outgoing conforming to IS/IEC:60947-2, HSN Code 8537 :- |
| 131 | 1. 200 amp. TPN on load changeover switch -1 No. |
| 132 | 2. 200 amp. TPN bus bar chamber- 1 No. |
| 133 | 3. 125 amp. TPN thermal adjustable MCCB - 4 Nos. |
| 134 | 4. Prewired module Ammeter, voltmeter with selector switch and indicator lamp (Digital) |
| 135 | S/F (following way) single pole and nuetral, sheet steel MCCB distributuion board, 240V on surface/recessed complete with tinned copper bus bar neutral bus bar, earth bar,din bar, hinged front sacrylic cover for the MCCB knobs detachable gland plate, interconnection, phosphatized and powder painted i/c earthing etc as reqd (but without MCB/RCCB/Isolator) (a) 2+6 way |
| 136 | S/F 5 amp to 32 amp rating 230V \"B\" series MCB for lighting and other load of (following poles) in the existing MCB DB complete with connection testing and commissioning etc.as reqd. (a) Single pole |
| 137 | (a)10 amp MCB \"C\" Curve |
| 138 | (a)20 amp MCB \"C\" Curve |
| 139 | Supplying & fixing (following rating) double pole 240V isolatorin existing MCB DB complete with connection testing & commissioning as reqd. (a) 40 amp |
| 140 | Earthing with copper plate 600x600x6mm thick i/c accessories and providing masonary enclosure with copper plate havinglocking arrangement and watering pipes etc.(but without charcoal and salt complete as reqd.) |
| 141 | Extra for charcoal and salt for G.I.plates or copper plate earth electrode as reqd. |
| 142 | P/F 4.06mm dia.copper wire on surface or in recess for loop earthing etc.as reqd. |
| 143 | Supply & Fixing swaged type steel tubular pole 8 mtr. Long as per 410 SP 14.conforming to IS 2713 (Pt.II) 1980 with bracket in cement concrete 1:3:6 (1:cement:3c/sand:6 gr. st. 40 mm n/size) foundation i/c excavation and refilling etc. as requred. |
| 144 | Supply and drawing of AB Cable of size (3x50 + 1x35) mm2 |
| 145 | Cross arm 70X40mm/2 wire. |
| 146 | Back clamp for Cross arm 70X40mm |
| 147 | S/F stay set complete with stay wire & stay insulator etc.as reqd. |
