Allahabad Development Authority-ADA has published Balance Work Of 30 Nos Faculty Quarters At Beli Farm Premises Of Allahabad Univercity Prayagraj. Submission Date for this Tender is 29-08-2022. Building Work Tenders in prayagraj Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soilDSR NO. 2.6.1 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. DSR NO. 2.8.1 |
| 3 | Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia DSR NO. 2.10.1.2 |
| 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. DSR NO. 2.25 |
| 5 | Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete.DSR NO. 2.27 |
| 6 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR NO. 4.1.10 |
| 7 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR NO. 4.2.3 |
| 8 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.DSR NO. 4.3.2 |
| 9 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. DSR NO. 4.17 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete DSR NO. 5.9.1 |
| 11 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.DSR NO. 5.9.2 |
| 12 | Suspended floors, roofs, landings, balconies and access platformDSR NO. 5.9.3 |
| 13 | Shelves (Cast in situ) DSR NO.5.9.4 |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR NO. 5.9.5 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and StrutsDSR NO 5.9.6 |
| 16 | Stairs, (excluding landings) except spiral-staircasesDSR NO 5.9.7 |
| 17 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).DSR NO 5.16 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR NO 5.22A.6 |
| 19 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. DSR NO 5.3 |
| 20 | Concrete of M25 grade withminimum cement content of 330 kg /cumDSR NO 5.33.2.1 |
| 21 | Add for using extra cement in the items of design mix over and above the specified cement content therein.DSR NO 5.35 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand)DSR NO 6.1.2 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand)DSR NO 6.4.2 |
| 24 | Cement mortar 1:4 (1 cement :4 coarse sand)DSR NO 6.13.2 |
| 25 | Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).DSR NO 6.44 |
| 26 | Area of slab upto 0.50 sqmDSR NO 8.2.2.1 |
| 27 | Area of slab over 0.50 sqm DSR NO 8.2.2.2 |
| 28 | Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.DSR NO 8.4 |
| 29 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.DSR NO 8.5 |
| 30 | 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.DSR NO 8.31 |
| 31 | For 2nd class teak wood and other class of wood shuttersDSR NO 9.15.1.1 |
| 32 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screwsDSR NO 9.20.1 |
| 33 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screwsDSR NO 9.20.3 |
| 34 | Second class teak woodDSR NO 9.27.1.2.1 |
| 35 | Fixed to steel windows by weldingDSR NO 9.48.1 |
| 36 | Double strip (horizontal type)DSR NO 9.114.2 |
| 37 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.DSR NO 9.121 |
| 38 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. DSR NO 9.122.1 |
| 39 | 125 mmDSR NO 9.165.1 |
| 40 | Using flats 30x6mm for diagonal braces and central cross pieceDSR NO 10.5.2 |
| 41 | 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).DSR NO 10.13.1 |
| 42 | 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.). DSR NO 10.28 |
| 43 | 5.0 mm thick glass panes (weights not less than 12.50 kg/ sqm) DSR NO 10.30.2 |
| 44 | Providing and laying rectified Glazed Ceramic floor tiles of size 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 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complete.DSR NO 11.39 |
| 45 | Size of Tile 600 x 600 mm DSR NO 11.41A.1.1 |
| 46 | Size of Tile 600x600 mm DSR NO 11.46.2 |
| 47 | Size of Tile 600x600 mm DSR NO 11.48.2 |
| 48 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalentDSR NO 11.56.1 |
| 49 | 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.DSR NO 12.22 |
| 50 | 110 mm diameter DSR NO 12.41.2 |
| 51 | 110 mm DSR NO 12.42.1.2 |
| 52 | 110 mm bend DSR NO 12.42.5.2 |
| 53 | 110 mmDSR NO 12.43.2 |
| 54 | 1:4 (1 cement: 4 fine sand)DSR NO 13.1.1 |
| 55 | 1:4 (1 cement: 4 fine sand)DSR NO 13.2.1 |
| 56 | 20 mm cement plasterDSR NO 13.9.2 |
| 57 | 1:3 (1 cement : 3 fine sand)DSR NO 13.16.1 |
| 58 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.DSR NO 13.22 |
| 59 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)DSR NO 13.47.1 |
| 60 | Two or more coats on new workDSR NO 13.61.1 |
| 61 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.DSR NO 13.8 |
| 62 | Two coatsDSR NO 13.83.2 |
| 63 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.DSR NO 16.1 |
| 64 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately).DSR NO 16.75 |
| 65 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.DSR NO16.91.2 |
| 66 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot restsDSR NO17.1.1 |
| 67 | 510x1040 mm bowl depth 200 mmDSR NO 17.10.1.3 |
| 68 | 32 mm dia DSR NO 17.28.1.1 |
| 69 | Providing and fixing 600x450 mm beveled edge mirror of superiorglass (of approved quality) complete with 6 mm thick hard boardground fixed to wooden cleats with C.P. brass screws and washerscomplete.DSR NO 17.31 |
| 70 | C.P. brassDSR NO 17.34.1 |
| 71 | Hublesscentrifugallycast (spun)iron pipesepoxy coated inside & outside IS:15905DSR NO 17.35.1.3 |
| 72 | For 100 mm dia pipeDSR NO 17.37.1 |
| 73 | Sand cast iron S&S as per IS - 3989DSR NO 17.38.1.2 |
| 74 | Hublesscentrifugallycast (spun)iron pipes epoxy coated inside & outside IS:15905 DSR NO 17.39.1.3 |
| 75 | Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 DSR NO 17.44.1.3 |
| 76 | Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 DSR NO 17.56.1.3 |
| 77 | SS 304 grade coupling with EPDM rubber gasket DSR NO 17.57A.1.1 |
| 78 | Hubless centrifugally cast (spun) ironepoxy coated inside & outside as perIS:15905 DSR NO 17.60.1.3 |
| 79 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. DSR NO 17.81 |
| 80 | 15 mm nominal dia Pipes DSR NO18.7.1 |
| 81 | 25 mm nominal dia PipesDSR NO 18.7.3 |
| 82 | 32 mm nominal dia Pipes DSR NO 18.7.4 |
| 83 | 40 mm nominal dia Pipes DSR NO 18.7.5 |
| 84 | 15 mm nominal dia Pipes DSR NO18.8.1 |
| 85 | 20 mm nominal dia Pipes DSR NO 18.8.2 |
| 86 | 50 mm dia nominal bore DSR NO 18.12.6 |
| 87 | 25 mm nominal bore DSR NO18.17.1 |
| 88 | 50 mm nominal bore DSR NO18.17.4 |
| 89 | 15 mm nominal bore DSR NO18.21.2.1 |
| 90 | 50 mm diameter pipe DSR NO 18.40.6 |
| 91 | 50 mm diameter pipe DSR NO 18.41.6 |
| 92 | 15 mm nominal bore DSR NO18.49.1 |
| 93 | 15mm nominal bore DSR NO 18.53.1 |
| 94 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. DSR NO 18.53A |
| 95 | 25 mm nominal bore, 152mm long, weighing not less than 440 gmsDSR NO 18.62.3 |
| 96 | 100 mm diameter DSR NO 19.1.1 |
| 97 | 100 mm diameter S.W. pipe DSR NO19.2.1 |
| 98 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR NO19.4.3.1 |
| 99 | 150 mm dia. R.C.C. pipe DSR NO 19.6.2 |
| 100 | 250 mm dia. R.C.C. pipe DSR NO19.6.3 |
| 101 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR NO 19.7.1.1 |
| 102 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR NO 19.8.1.1 |
| 103 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. DSR NO22.5 |
| 104 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm.DSR NO 22.7.1 |
| 105 | 250x16 mm (MARKET RATE)MR50.44.2 |
| 106 | Providing and fixing Stainless steel hanging floor door stopper with necessary screws etc. complete.MR50.46.1 |
| 107 | 250x10 mm MR50.46.2 |
| 108 | 150x10 mmMR50.48 |
| 109 | Providing and fixing oval shape under counter wash basin with 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 :MR50.49 |
| 110 | Providing and fixing C.P. brass hand shower (Health faucet) with 8 mm dia. 1 m long flexible tube and wall hook of approved qualityCAT No.- ALD-565 of jaquar or equivalentin parryware, hindware etc. as per approved by Engineer-in-Charge. MR50.52 |
| 111 | Providing and fixing C.P. jali with or without hole for waste pipe for floor / nahani trap. 100 mm dia weight not less than 100 gms of approved make as approved by the Engineer-in-charge. MR50.53 |
| 112 | "Providing and fixing machine cut, mirror polshed , granite stone work for dado, skirting, risers of steps etc., in required design and pattern wherever required , stones of deifferent finished surface texture , on 12 mm ( averageI thick cement morter 1:3 ( 1 cement : 3 coarse sand ) laid and jointed with white cement slurry @ 3.3 Kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curring polishing etc. all complete as per Architecural drawings, and as directed by the Engineer-in-Charges. MR50.54 |
| 113 | Grouting the joints of granite stone flooring and skirting/dado in any size shape and pattern having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. MR50.55 |
| 114 | Providing and fixing 75-90 mm (82 mm av.) wide nosingstrips of pillar top / nosing of staircase stepsfixed with epoxy resin based adhesive andedge moulding of bottom strips and treads stone i/c polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge.MR50.56 |
| 115 | Making cutting double anti-skid groove of size 3 mm wide and4 mm depthin granite stone slab flooring of staircase stepsas per direction of Engineer-in-Charge complete. MR50.1 |
| 116 | Providing and fixing all size/design and type of factory made steel glazed/wire gauged doors, windows and ventilators side/top/centre hung of Cold Rolled Formed Continuous Seam Welded tubular profiles made from commercial MS sheet conforming to IS 513 of 1973, size of welded tublar /Z-Profile and T-Profile and 50x23 mmx16 guage, joints mitred and flush butt welded with 19x3mm luge 10cm long embedded in cement concrete blocks 15x10x10cm of 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) or with wooden plugs and screws or with rawl plugs & screws, as required including providing and fixing MS hooks & eyes (4mm dia 125mm length ), 100x10mm MS tower bolt, 75 mm Z shape 3mm thick, MS handles and box type hinges (65mm length of 2.55mm thick sheet,GI pin of 6mm dia ) and ventilators and applying a priming coat approved steel primer in work shop / factory. The item is for all size /design and type of widows i.e. composite windows/ventilators, fixed windows, operableside hung/top hung etc. the payment shall be made only for the profiles provided on actual weight basis. No extra payment shall be made for other accessories as mentioned in the item. Providing and fixing glass panes/wire gauge shall be paid separately. |
| 117 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.(AR) |
| 118 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects (AR) SOR PWD 692 |
| 119 | Dismantling lime or cement mortar brick work including stacking of dismantled material with in 60m distance as directed by Engineer Incharge-As per the site requirement(Lumpsum) |
| 120 | Supply of Available brick at site to Contractor |
| 121 | Supply of Available brick Bats at site to Contractor |
| 122 | Wiring point for light with 1.5 sq. mm FRLSH PVC insulated multistrand copper conductor cable in PVC conduit pipe partly concealed in the wall and party laid in slab alongwith the reinforcement before concerting, complete with 14 SWG copper earth continuity wre, GP Box, Piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backlite sheet etc complete in all respect as directed including matching colour wash. (SI. No. 138C/2018) |
| 123 | Add for light points with modular type switch in place of piano type switch(SI. No. 187A/2018) |
| 124 | Wiring point for Fan/fresh air fan (light duty exhaust fan) with 1.5 sq. mm FRLSH PVC insulated multistrand copper conductor cable in PVC conduit pipe partly concealed in the wall and party laid in slab alongwith the reinforcement before concerting, complete with 14 SWG copper earth continuity wre, GP Box, Piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backlite sheet etc complete in all respect as directed including matching colour wash. (SI. No. 140C/2018) |
| 125 | Add for Fan points with modular type switch in place of piano type switch(SI. No. 187A/2018) |
| 126 | Add for exhaust fan points with modular type switch in place of piano type switch(SI. No. 187D/2018) |
| 127 | Wiring point for Plug with 1.5 sq. mm FRLSH PVC insulated multistrand copper conductor cable in PVC conduit pipe partly concealed in the wall and party laid in slab alongwith the reinforcement before concerting, complete with 14 SWG copper earth continuity wre, GP Box, Piano type switch & Socket etc. complete in all respect as directed including matching colour wash. (SI. No. 141C/2018) |
| 128 | Add for plug points with modular type switch in place of piano type switch(SI. No. 187C/2018) |
| 129 | Wiring point for Call bell with 1.5 sq. mm FRLSH PVC insulated multistrand copper conductor cable in PVC conduit pipe partly concealed in the wall and party laid in slab alongwith the reinforcement before concerting, complete with 14 SWG copper earth continuity wre, GP Box, Piano type bell Push or 2 pin socket etc. complete in all respect as directed including matching colour wash. (SI. No. 142C/2018) |
| 130 | Add for Call bell point with modular type bell push in place of piano type push(SI. No. 187E/2018) |
| 131 | Supply and wiring in 25 mm dia heavy duty (2mm thick) PVC conduit with 2 nos 2.5 sq mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit partly concealed in wall & partly laid in slab along with reinforcement before concreting with two number 14 SWG copper earth continuity wire including matching colour wash etc, complete in all respect(SI. No. 261C/2018) |
| 132 | Supply and wiring of submain with two number 4 sq.mm FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy guage rigid steel conduit concealed in wall, complete with one number 14 SWG copper earth continuity wire including matching colour wash etc., complete in all respect. (SINo. 216B/2018) |
| 133 | Supply and burying 600 mm x 600 mm x 6 mm G.I. Plate vertically for earthing with its top at least 3 m below ground level complete with 20 mm dia G.I. pipe and funnel for watering and one earting lead of two no. 8 to 10 SWG GI Wire in 15mm dia G.I. pipe up to switch board ( from appron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30 cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150 mm thick alround etc.as per directions of Engineer-in-charge complete in all respect. (SI. 703/2018) |
| 134 | Supply and fixing of 150 mm thick round or hexagonal box type pankha hook with 12 mm dia round bar complete with all material labour T&P etc. required for proper completion of the work. (SI. No. 18.16 New Item/2018) |
| 135 | S&F of 6 Amp to 32 Amp. SPMCB (10KA) C Curve (SI no. 1002/2018) CAT B |
| 136 | S&F of 40 Amp.S.P. Isolator CAT B (SI No. 1004 (A)/2018) |
| 137 | S & F of surface/ flush mounting 8 ways SPN distribution board without additional metal door without MCB complite in all respect as directed by Engineer in Charge (SI No. 1024(A)/2018) |
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