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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-03-2026 | Corrigendum 1 | Date | 06-04-2026 |
| Sl. No. | Item Description |
| 1 | ACADEMIC BLOCK Earth work |
| 2 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 3 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 4 | 2.8.1: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 up to 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 |
| 5 | 2.6.1: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 soil |
| 6 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil |
| 7 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 8 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge |
| 9 | Concrete and Pile Works |
| 10 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 11 | 4.11: Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). |
| 12 | 4.13:Providing & applying a coat of residual petroleum bitumen of grade of VG-10 ofapproved quality using 1.7kg per square metre on damp proof course aftercleaning the surface with brushes and finally with apiece of cloth lightly soakedin kerosene oil. |
| 13 | 20.6.2.1:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Single pile above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5 times the Safe capacity) |
| 14 | 20.6.2.2:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Single pile above 50 tonne and upto 100 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity) |
| 15 | OD117580/2025-2026:Arranging and conducting vertical load testing of piles in accordance with IS.2911(Part IV ) including installation of loading platform and preparation of pile head or construction of test capand dismantling of test cap after test etc complete as per specification & the direction of Engineer - in -Charge.Initial test (safe load 115 tonne) |
| 16 | OD117581/2025-2026:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Single pile above 50 tonne and upto 100 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity) |
| 17 | OD128940/2025-2026:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).Minimum cement content considered in M-30 is @ 400 Kg/cum as per IS 2911 : 2010 for 800 mm dia piles |
| 18 | OD128941/2025-2026:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).(Note: Minimum cement content considered in M-30 is @ 400 Kg/cum as per IS 2911 : 2010 )700 mm dia piles |
| 19 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing: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) |
| 20 | RCC works |
| 21 | OD117589/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 350 kg/ cum. All Works up o plinth level |
| 22 | OD117588/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 350 kg/ cum.All works above plinth level upto floor V level |
| 23 | 5.12:Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size) |
| 24 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 25 | 5.22A.6: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-500D or more |
| 26 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 27 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 28 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 29 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 30 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 31 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) |
| 32 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 33 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges |
| 34 | 5.11.1:Extra 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 3.5m, 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) |
| 35 | Masonry Works |
| 36 | 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete |
| 37 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 38 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete |
| 39 | 50.6.1.6:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level thickness 20cm and above in : CM 1:6 ( 1 cement : 6 coarse sand sand) etc complete |
| 40 | 50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete |
| 41 | 50.6.1.3:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure above floor two level up to floor V level thickness 20cm and above in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 42 | 6.15:Extra for providing and placing in position 2 Nos 6 mm dia M.S bars at every third course of half brick masonry. |
| 43 | Joinery Works |
| 44 | 21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 45 | 21.1.2.2:For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 46 | 21.3.2:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.50 mm thickness (weight not less than 12.50 kg/sqm) |
| 47 | 21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) |
| 48 | 9.12:Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kgper sqm) instead of ordinary float glass panes 4 mm thick (weight not less than10 kg per sqm) in doors, windows and clerestory window shutters. (Area ofopening for glass panes excluding portion inside rebate shall be measured). |
| 49 | OD117587/2025-2026:Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC/ Aluminium sliding windowwith necessary screws etc. complete. |
| 50 | 9.161:Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontalside & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mmthick GI sheet ( Zinc coating not less than 120gm/sqm) suitable for mounting 120minutes Fire Rated Glazed Door Shutters. The frame shall be filled with mineralwool Insulation having density minimum 96Kg/cum. The frame will have aprovision of G.I. anchor fastners 14 nos (5 each on vertical style & 4 on horizontalstyle of size M10 x 80) suitable for fixing in the opening along with factory madetemplate for SS ball bearing hinges of Size 100x89x3mm for fixing of fire ratedglazed shutter. The frame shall be finished with a approved fire resistant primeror powder coating of not less than 30 micron in desired shade as per the directionsof Engineer - in- Charge. (Cost of SS ball bearing hinges is excluded) |
| 51 | 9.162:Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min Fire Rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/m²) duly filled mineral wool insulation having density min 96 kg/m³ and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-charge (panelling to be paid for seperately |
| 52 | 9.164:Providing and fixing glazing in fire resistant door shutters, fixed panels &partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coatingnot less than 120 gm/sqm) of size 20 x 33 mm screwed with M4 x 38 mm SSscrews at distance 75 mm from the edges and 150 sqm c/c , including applyinga coat of approved fire resistant primer/powder coating of not less than 30micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc completein all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction ofEngineer-in-Charge with glass of required thickness having 120 minutes offire resistance both integrity & radiation control (EW120) and minimum 20minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing thevalue of E, EW & EI. The glass shall be tested in approved NABL accredited labor by any other accreditation body which operates in accordance with ISO/IEC17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopesshall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm |
| 53 | 9.139:Providing and fixing panic bar / latch (Double point ) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer -in-charge, all complete. |
| 54 | 9.1.1: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 fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood |
| 55 | 9.20.1:Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of I st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick Fixing with hinges of required size and necessary screws(Note: Hinges and necessary screws hall be paid separately) |
| 56 | 9.53:Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 57 | 9.84:Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width form 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. |
| 58 | 9.88:Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. |
| 59 | 9.97.3:Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:200x10 mm |
| 60 | 9.121: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 laminated shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm 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. |
| 61 | 9.97.5:Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:100x10 mm |
| 62 | 9.77:Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles of approved quality with necessary screws etc. complete |
| 63 | 10.27.2:Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide P A 6 grade sleeve, including drilling of hole in frame, concrete/masonry, etc. as per direction of Engineer-in-charge.10 x 80 mm |
| 64 | 9.14:Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. ( Shutter area to be measured) |
| 65 | 9.125:Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive. |
| 66 | 9.82:Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. |
| 67 | 9.122.1:Providing and fixing to existing door frames.30 mm thick Glas 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. |
| 68 | steel works |
| 69 | 10.25.1:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 70 | 10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 71 | 10.28: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.) |
| 72 | 10.16.3:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes |
| 73 | 10.17:Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. |
| 74 | 10.19:Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 75 | Flooring works |
| 76 | 11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. |
| 77 | 11.46.2:Providing and laying Vitrified tiles indifferent 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.Size of Tile 600x600 mm |
| 78 | 8.2.2.2:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm |
| 79 | 11.56.1:Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent |
| 80 | 11.55.1: Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 81 | 8.5:Extra for providing opening or 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. |
| 82 | OD117586/2025-2026:Providing and laying Anti-skid Ceramic floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand),including pointing the joints with white cement and matching pigment etc., complete. |
| 83 | 8.31: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. |
| 84 | 8.3.2:Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work |
| 85 | 11.4:52 mm 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 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete |
| 86 | 11.6.1: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 cement18 mm thick |
| 87 | 22.22A:Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation 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. |
| 88 | Water proofing works |
| 89 | 22.23A:Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge. |
| 90 | OD117585/2025-2026:Providing and fixing light duty Cast Iron Manhole covers including cost and conveyance of allmaterials, labour charges, lead, lift etc complete as directed by Engineer in Charge 600x600mm |
| 91 | Finishing works |
| 92 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 93 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). |
| 94 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) |
| 95 | 13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 96 | OD117590/2025-2026:Polishing in high gloss/matt finish melamine clear polish on wood work in required<br>color/wooden shade texture with following process in the sequence as detailed below:<br>1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of<br>160/180 nos.<br>2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat<br>and 2nd coat is allowed to dry for 8 to 12 hrs.<br>3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to<br>remove excess sealer layer and make the surface further smooth after this wet rubbing, then<br>surface is applied with special grade melamine fillers to fill all the small and big holes/grooves<br>etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this<br>surface is further allowed to dry for 12 hrs.<br>4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and<br>melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry<br>surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final<br>melamine polish is applied with compressor pressure spray gun using melamine clear polish and<br>melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge.<br>(Final coat to be done in 1 or 2 layers without gap of time.) |
| 97 | 13.85.3:Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre |
| 98 | 13.82.2:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats |
| 99 | 13.48A.1:Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. |
| 100 | 5.46.1:Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loadingrequirements and secured to base members by utilizing manufacturer’s preengineeredself-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The JointSystem shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. Material shall confirm to ASTM 6063.Roof Joint of 100 mm gap. |
| 101 | Retaining wall |
| 102 | 2.8.1: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 up to 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 |
| 103 | 2.6.1: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 soil |
| 104 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 105 | OD117593/2025-2026:Supplying and laying good quality filter media (coarse aggregates of varying sizes from 53mm to 90 micron) brought from outside including cost of all materials, labour charges, transportation, loading, unloading ,taxes etc complete as directed by the Engineer- in -charge. The work has to be executed as per detailed specifications, and or as approved by Engineer - in - Charge. |
| 106 | 60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. |
| 107 | Electrical Foundations |
| 108 | 2.8.1: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 up to 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 |
| 109 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 110 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 111 | OD117591/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. (Note :- Minimum Cement content considered in this item is @ 330 kg/cum.Additional cement requirement as per mix design shall be considered by the bidder while quoting, nothing extra shall be paid on this account) All work upto plinth level |
| 112 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 113 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 114 | RCC drain |
| 115 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 116 | 2.8.1: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 up to 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 |
| 117 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 118 | 15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved |
| 119 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 120 | 5.12:Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size) |
| 121 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 122 | 5.33.1.1: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: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 123 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 124 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 125 | SEPTIC TANKEarthwork |
| 126 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 127 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 128 | 2.6.1: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 soil |
| 129 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 130 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil |
| 131 | OD129174/2025-2026:Carriage of materials by mechanical transport including loading,unloading and stacking beyond 50 m initial lead up to 2km, including all lifts involved as directed by the Engineer-in-Charge.Excavated Earth/rock |
| 132 | Cement concrete works |
| 133 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 134 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 135 | RCC work |
| 136 | 5.33.1.2: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: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll work upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum |
| 137 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 138 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 139 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 140 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 141 | 5.12:Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size) |
| 142 | Finishing works |
| 143 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) |
| 144 | OD129175/2025-2026:Supplying and fixing C.I. cover with frame for manholes :600x600 mm square C.I. cover (Heavy duty) the weight of the cover to be not less than 210 kg. Complete all works including cost and conveyance of all materials, all labour charges,lead, lift, sundries, etc., complete. as directed by the Engineer- in-Charge |
| 145 | 22.26:Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 146 | OD129176/2025-2026:Providing and constructing soak pit 2 m x 2 m x 2 m size with honey comb brick work on the sides upto a height of 1.2 m and brick masonry in CM 1:6 for the balance height,providing and filling brick bats graded, upto a height of 1.7 m,providing and laying precast slab over the pit supporting on the brick work, including cost and conveyance of all materials,labour charges, lead, lift, etc. complete as directed by the Engineer-in-charge |
| 147 | 19.16:Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Complete as per design |
| 148 | SUMPEarthwork |
| 149 | 2.6.1: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 soil |
| 150 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 151 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil |
| 152 | 15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved |
| 153 | Cement concrete works |
| 154 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 155 | RCC work |
| 156 | 5.33.1.2: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: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll work upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum |
| 157 | OD107172/2025-2026:Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with design mix cement concrete of M-25 grade conforming to IS 456 or IS 10262. |
| 158 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 159 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 160 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 161 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 162 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 163 | Finishing works |
| 164 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) |
| 165 | 22.26:Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 166 | OD107171/2025-2026:Supplying and fixing C.I. cover with frame for manholes :600x600 mm square C.I. cover (Heavy duty) the weight of the cover to be not less than 210 kg. Complete all works including cost and conveyance of all materials, all labour charges,lead, lift, sundries, etc., complete. as directed by the Engineer- in-Charge |
| 167 | 19.16:Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Complete as per design |
| 168 | 22.23A:Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge. |
| 169 | Miscellanious works |
| 170 | 23.5:Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges |
| 171 | 23.6:Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit,over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge |
| 172 | 23.7:Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 173 | Pump room above sump |
| 174 | OD107618/2025-2026:Providing and laying in position machine batched, machine mixed and machine vibrated design mix M-30 grade cement concrete for reinforced cement concrete using cement content as per approved design mix including pumping of concrete to site of laying but, excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in recommended proportion (as per IS 9103) to accelerate, retard setting of concrete to improve workability without impairing strength and durability as per direction of Engineer-in-Charge. Minimum cement content considered in this item is @ 340 kg/cum<br>All works above plinth level upto floor V level |
| 175 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete |
| 176 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 177 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 178 | 5.22A.6: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-500D or more |
| 179 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 180 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 181 | 11.6.1: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 cement18 mm thick |
| 182 | 11.4:52 mm 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 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete |
| 183 | 10.6.1: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 |
| 184 | 10.7:Providing and fixing ball bearing for rolling shutters. |
| 185 | 10.9:Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer -in-Charges, (area of grill to be measured). |
| 186 | 21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 187 | 21.1.2.2:For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 188 | 21.15.2:Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary necessary screws etc. complete.Powder coated minimum thickness 50 micron aluminium |
| 189 | 21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) |
| 190 | 10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 191 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). |
| 192 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 193 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) |
| 194 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 195 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 196 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 197 | 22.22A:Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation 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. |
| 198 | Sanitary fixtures |
| 199 | 17.3.1: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, 40 mm 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 |
| 200 | OD133782/2025-2026:Providing and fixing CP Brass robe hook as per the instructions of the Engineer incharge. Models Jaquar ACN CHR1191N/Kerovit KA930002 or equivalent as instructed by Engineer in charge |
| 201 | 50.17.1.5:Supplying and fixing CP Health Faucet superior quality ( Jagur or equvalent make ) including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge. |
| 202 | 18.53.1:Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 893115 mm nominal bore |
| 203 | OD133777/2025-2026:Providing and fixing of star white vitreous china urinal division plate of approved<br>quality and make with fittings/fastener including cutting and making good the walls,floors,slab ,cost and<br>conveyance of all material, labour charge, lead, lift, all taxes etc. complete as directed by the Engineer in<br>charge at all levels.(Model:Hindware catalogue no: F61001/Cera S4090101SN or equivalent) |
| 204 | 18.16.2:Providing and fixing brass stop cock of approved quality :20 mm nominal bore |
| 205 | OD133780/2025-2026:Providing and fixing sanitary fixtures for handicapped toilet including one wash basin mounting brackets,one number pillar cock & all other related fittings like waste coupling, etc,one number EWC & Cistern complete with fittings & seat cover, hinged rail, grab rails (5 nos) etc designed for people with special needs comes with as per manufactures specification including cutting and making good the walls and floors wherever require as per drawing and as directed byEngineer in charge at all levels. (Model no:H i n d w a r e ( 7 0 0 0 2 M a t r i x) +Jaquar (FLR CHR5031NGE ) / Cera Cruse Set(S1013200+B1520118+B2210106+B2210108+F9030101+S2040102) or equivalent) as instructed by the Engineer in ChargeDetails of cost for 1 set(Rate Analysis Arrived from DSR 17.3.1+17.7.2)MATERIAL: |
| 206 | 17.31: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. |
| 207 | OD133779/2025-2026:Providing and fixing floor trap 110mm dia with cockroach trap (multi trap), concealed , SS304gradefloor grating with cup including cost and conveyance of all materials, labour charges, sundries etc completeas directed by the directed by the Engineer in Charge at all levels |
| 208 | OD133778/2025-2026:Providing and fixing floor trap 110mm dia with cockroach trap (multi trap), exposed , SS304 grade floor grating with cup including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the directed by the Engineer in Charge at all levels. |
| 209 | OD133776/2025-2026:Providing and fixing Cleanout with Spigot, with SS 304 Square Frame & Round Frame with Flat Round Cover with Rubber Seal & SS Screw including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer in charge at all levels 110mm dia |
| 210 | OD133781/2025-2026:Providing and fixing star white vitreous china under counter wash basin of approved size & make including one CP brass pillar cock 15mm NB with aerator including connecting pipes with all fittings 32mm dia rubber plugs 32 mm dia CP brass waste coupling, 32mm dia CP brass bottle trap, 15mm angle valve, etc. complete as directed by the Engineer-in charge at all levels.(Models: Hindware Cat no:10049+F650003 or Cera Cat no:S2030203+F1023101 or equivalent |
| 211 | OD319857/2025-2026:Providing and fixing white vitreous china flat back urinal with urinal flush valve andC.P.brass spreaders with brass unions and necessory accessories etc. complete, including painting of fittings and brackets,cutting and making good the walls and floors wherever required. : Models Cera S4020112+ F8010102 /hindware cat.No.60002+F310016 or equivalent as instructed by engineer in charge at all levels. |
| 212 | 18.51.1: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 bore |
| 213 | OD133996/2025-2026:Providing and fixing Cleanout with Spigot, with SS 304 Square Frame & Round Frame With Flat Round Cover with Rubber Seal & SS Screw including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer in charge at all levels 75mm dia |
| 214 | SANITARY INSTALLATION |
| 215 | 50.18.9.21.7:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Vent cowl |
| 216 | OD133785/2025-2026:Supplying approved make PVC gully trap of size 160 x 110mm and CI grating150mmx150mm size and light duty C.I cover with frames 300mmx300mm size(inside) the weight of cover to be not less than4.5kg and frame to be not less than2.7kg (CI MH cover and frame as per IS:1726) single sealed of size conveying to size the above mentioned items and constructing 30cmx30cm internal size gullytrap chamber and depth upto 60cm,115 thk brick wall in CM 1:6 on a foundation of PCC 1:4:8.100mm thick plastering inside with CM 1:3,12mm thk with a neat cement flushing coat and conveying to site, cleaning, installing and testing approved make PVC gully trap with 160mm outlet(Fabricated),surrounding with CC 1:1.5:3, 150x150mmm,top with CI grating above the PVC gulley trap and light duty CI cover and frame over the chamber including cost of all materials, etc complete as per approved drawing and as directed by Engineer-in- Charge. |
| 217 | OD133786/2025-2026:Supplying and fixing GI threaded rod for fixing pipes to walls on slotted channels adequately spaced from the walls.The rate is inclusive of cost and conveyance of all materials,labour charges etc and as directed by the Engineer in charge at all levels. |
| 218 | 50.18.9.10.1:Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2 |
| 219 | 50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 |
| 220 | 50.18.9.8.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2 |
| 221 | 50.18.8.6.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 50 mm pipe 6 kgf/cm2 |
| 222 | 50.18.8.8.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 6 Kgf/cm2 |
| 223 | 50.18.8.9.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chased and making good the wall etc. 110 mm pipe 6kgf/cm2 |
| 224 | 50.18.9.22.8:Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia Vent cowl |
| 225 | OD134925/2025-2026:Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 60 x 60 cm and 100 cm deep including C.I. cover 500 mm with frame(medium duty) : With bricks.Class designation 75 |
| 226 | 19.8.1.1:Extra for depth for manholes Size 90x80 cmWith common burnt clay F.P.S. ( non modular ) bricks of class designation 7.5 |
| 227 | 50.18.9.18.1:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall |
| 228 | 50.18.9.18.2:Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 - External work - Exposed on wall |
| 229 | 50.18.9.19.1:Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall |
| 230 | WATER SUPPLY |
| 231 | 50.18.8.2.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 20 mm pipe 10 Kgf/ cm2 |
| 232 | 50.18.8.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 10kgf /cm2 |
| 233 | 50.18.8.4.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 32 mm pipe 10Kgf/cm2 |
| 234 | 50.18.8.5.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. concealed work, including cutting chases and making good the wall etc. 40 mm pipe 10 kgf/ cm2 |
| 235 | 18.7.2: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 wall20 mm nominal dia pipes |
| 236 | 18.7.3: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 wall25 mm nominal dia pipes |
| 237 | 18.7.4: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 wall32 mm nominal dia pipes |
| 238 | 18.7.5: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 wall40 mm nominal dia pipes |
| 239 | 18.7.6: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 wall50 mm nominal dia pipes |
| 240 | 18.9.6: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. External work50 mm nominal dia pipes |
| 241 | 18.17.1:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore |
| 242 | 18.17.2:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore |
| 243 | 18.17.3:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore |
| 244 | 18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore |
| 245 | 18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore |
| 246 | OD135332/2025-2026:Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15x15 cmand weighing not less than 440 grams. |
| 247 | 18.17.1A:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :20 mm nominal bore |
| 248 | OD135477/2025-2026: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 65 nominal outer dia pipe.Details of cost for 10 meter |
| 249 | OD135478/2025-2026:Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability 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 80 mm nominal outer dia pipe.Details of cost for 10 meter |
| 250 | OD135479/2025-2026:Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability 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 at all levels. Internal work - Exposed on wall 100 mm dia pipesDetails of cost for 10 meterMATERIAL: |
| 251 | PUMPS, FILTERS,AND ACCESSORIES |
| 252 | 18.19.3.1:Providing and fixing gun metal non-return valve of approved quality (screwed end):40 mm nominal boreHorizontal |
| 253 | 18.19.4.1:Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreHorizontal |
| 254 | OD133795/2025-2026:Supplying and fixing of centrifugal pump, with CI construction, CI impeller complete with motor, base plate, foundation bolts, nuts,pressure gauge and all accessories. and working with 415V,3ph and 50 Hz frequency including cost and conveyance of all materials,labour charges etc complete as directed by the Engineer in charge at all levels Head 21m, Capacity-8m3/hr |
| 255 | OD133793/2025-2026:Supplying and fixing GM foot valve with all accessories including cost and conveyance of all materials,labour charges etc complete as directed by the Engineer -in - charge at all levels. 50 mm. |
| 256 | OD133790/2025-2026:Providing and fixing CI Y type strainer rating PN 10 complete with SS 304 filter screen of 1mm Perforation X 24G flanged and connection, flanges etc.including cost and conveyance ofall materials,labour etc. complete and as directed by Engineer-in-Charge at all levels 50mm 'Y' type strainer.Details of cost for one strainer. |
| 257 | OD133794/2025-2026:Supplying and fixing of CI single flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etccomplete as directed by the Engineer in Charge at all levels. 65 mmDetails of cost for 10 joints |
| 258 | OD133792/2025-2026:Supplying and fixing of CI single flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etccomplete as directed by the Engineer in Charge at all levels. 80 mmDetails of cost for 10 joints |
| 259 | OD133788/2025-2026:Supplying and fixing of CI single flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etccomplete as directed by the Engineer in Charge at all levels. 100 mmDetails of cost for 10 joints |
| 260 | OD133798/2025-2026:Supplying and fixing of CI single flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etccomplete as directed bythe Engineer in Charge at all levels. 150mmDetails of cost for 10 joints |
| 261 | OD133789/2025-2026:Supplying and fixing of CI double flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etccomplete as directed by the Engineer in Charge at all levels. 65 mmDetails of cost for 10 joints |
| 262 | OD133791/2025-2026:Providing and fixing enclosed type water meter (bulk type) conforming to IS: 2373 and tested by Municipal Board complete with bolts, nuts, rubber fittings etc. ( The tail pieces if required will be paid separately): 50 mm dia nominal bore Details of cost for one no. water meter |
| 263 | 18.31.3.2:Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):150 mm diameterClass II |
| 264 | OD135588/2025-2026:Supplying and fixing of CI single flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etccomplete as directed by the Engineer in Charge at all levels. 200 mmDetails of cost for 10 joints |
| 265 | 2.10.1.2:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:All kinds of soilPipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia |
| 266 | OD135596/2025-2026::Providing and laying non-pressure NP3 class (medium duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete: 150 mm dia R.C.C. pipeDetails of cost for 10 metreLABOUR: |
| 267 | OD135597/2025-2026::Providing and laying non-pressure NP3 class (medium duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete: 300 mm dia R.C.C. pipeDetails of cost for 10 metreLABOUR: |
| 268 | OD135605/2025-2026:Providing and fixing 80 mm dia CI vent cowl as directed by Engineer-in-charge at all levels. 80 mm dia |
| 269 | OD135606/2025-2026:Providing and fixing CI Y type strainer rating PN 10 complete with SS 304 filter screen of 1mm Perforation X 24G flanged and connection, flanges etc.including cost and conveyance ofall materials,labour etc. complete and as directed by Engineer-in-Charge at all levels 50 mm 'Y' type strainer.Details of cost for one strainer. |
| 270 | 23.5:Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges |
| 271 | 23.6:Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit,over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge |
| 272 | 23.7:Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 273 | METERING KIOSK, PANEL AND DG SET |
| 274 | OD127719/2025-2026:40 KVA DG SET< Supply, Installation, Testing and Commissioning of 40 KVA prime rated D.G Set with acoustic enclosure and Control panel ,protection and digital metering, controls and interlocks, CTs and transducers for all metering and protection and suitable FP MCCB etc. , including anti vibration mountings, exhaust silencer and exhaust pipe conforming to latest environment protection regulations for emission and noise levels complete with , water/ coolant cooled, (radiator type) four stroke, electric start conforming to BS: 5514 30 KVA prime rating, brushless, self excited, self regulated and suitable for continuous operation at 1500rpm, generating 415 V+/-5% Volts at 0.8 p.f (lag), 50Hz,3 phase, 4 wire system generally conforming to BS: 2613 & IS: 4722. Both Engine and Alternator shall be mounted on common channel iron base frame, and with standard accessories such as lead acid batteries and engine driven battery charger along with leads, battery stand, necessary control wiring with control cables, first fill of lubricating oil, and earthing as per standards Fuel tank for 8 hours suitable continuous operation, fuel piping from fuel tank to Engine, Residential silencer, suitable size Cable termination box with extended Alternator terminal with bus bars etc as required and as per specifications. The work should be as per Electrical Inspectorate/ Central Pollution control board standards applicable at the time of delivery |
| 275 | OD127718/2025-2026:Supply , Installation, Testing and Commissioning of 5 kVA, single phase input single phase output, true on-line UPS system with 30 minutes back up , output isolation transformer, including all accessories, SMF batteries VRLA type with powder coated CRCA cabinet including all accessories such as cabling etc as required complete having following specification.The UPS system consist of one numbers of UPS unit and one set of battery bank . "Fully digital controlled based on DSP Power factor corrected from end > 0.8 Pure sine wave output.<br>Full time output voltage & frequency regulation Auto regulation of battery end voltage Intelligent interface with LED/LCD display Static bypass switch / manual by pass switch Auto temperature compensation |
| 276 | OD127721/2025-2026:METERING KIOSK-SCHOOLSupply, installation, testing and commissioning of Outdoor type KSEB metering panel, including supply & accommodating CT operated TOD meter and consisting of 3 nos. of 100 A cutout with HRC fuse, neutral link, 100A FP 25kA MCCB with Earth leakage protection in separate chamber, inter connections etc. as required, and necessary supports to be fabricated out of 14 SWG CRCA sheet with lockable door with sealing facility having glass window for energy meter, sealing facility for KSEB, top canopy , weather proof enclosure(IP54)and necessary overhang, undergone seven tankprocess ,powder coated finish and all mounting accessories as required .The panel shall be with allaccessories as per drawing & specification |
| 277 | OD127720/2025-2026:Supply, Installation, Testing & Commissioning of Main Switch Board (MSB) , cubicle type, made out of 2mm thick CRCA sheet, totally enclosed, IP 42 form 4a and above, free standing, floor mounting, dust and vermin proof, indoor, compartmentalised , suitable for operation on 3 phase , 415 V, 50Hz AC system with busbars , including internal wiring with suitable size wires/cable, interconnection, duly powder coated with seven tank process etc., including following components as per drawing and technical specifications. The panel shall be with Top entry to receive incoming & outgoing cable Incomer 1 - 100A, FP MCCB 25kA Thermal-magnetic based - 1 No >Incomer 2- 63A, FP MCCB 25kA Microprocessor based- 1 NoInstruments(incomer) : 4A MCB - 7 nosRYB indication lamp, LED type - 2 set ONOFF- TRIP indicator -2 set(0-500)V voltmeter, Acc. class 1 with 90 deg defl. scale - 2Nos. (0 100)A ammeter Acc. class 1 with 90 deg defl. scale - 3Nos.(0-63)A ammeter Acc. class 1 with 90 deg defl. scale - 3Nos 100/5A 5VA class 1 resin cast CT-1set63/5A 5VA class 1 resin cast - 1set 63/5A 5VA class 0.5s resin cast - 1 setreverse power relay -1 noDigital multifunction meter ( V, A, F,pf,kW, kWh) - 2No.voltmeter selector switch - 2No.Surge protection device type 1+2 -1 SET 100 A FP ATS with AMF facility -1No Busbar 100A ,25kA TPN Al busbar Outgoings 40 A,TPN, 25kA, MCCB with adjustable thermal magnetic release with OL & SC protection - 7 Nos 40A TPN MCCB Isolator- 1Nos.The panel shall be Top Entry/Exit and suitable for termination of cable system as per SLD and technical specification |
| 278 | OD127722/2025-2026:Supply, Installation, Testing & Commissioning of following Single channel digital time switch with automanual option + 25A power contactor in suitable CRCA steel enclosure duly painted with powder coated finishing on surface including all the mounting accessories, internal wiring etc as required complete. |
| 279 | CABLES AND CABLING |
| 280 | OD127717/2025-2026:Supply of 3.5C 70 Sq.mm size 1.1 KV grade XLPE insulated, PVCsheathed,armoured Aluminium conductor cable conforming to IS 7098 (Part1)amended upto date |
| 281 | OD127714/2025-2026:Supply of 4C 35 Sq.mm Al size 1.1 KV grade XLPE insulated, PVCsheathed, armoured Aluminium conductor cable conforming to IS 7098 (Part 1) amended upto date |
| 282 | OD127709/2025-2026:Supply of 4C 16 Sq.mm Al size 1.1 KV grade XLPE insulated,PVC sheathed, armoured Aluminium conductor cable conforming to IS7098 (Part 1) amended upto date |
| 283 | OD127713/2025-2026:Supply of following 4C 10 Sq.mm Cu size 1.1 KV grade XLPE insulated, PVC sheathed, armoured copper conductor cable conforming to IS 7098 (Part 1) amended upto date. |
| 284 | OD127716/2025-2026:Supply of following 3C 4 Sq.mm Cu size 1.1 KV grade XLPE insulated, PVC sheathed, armoured copper conductor cable conforming to IS 7098 (Part 1)amended upto date |
| 285 | OD127711/2025-2026:Supply of following size, 2C 10 Sq.mm Al 1.1 KV grade XLPE insulated, PVC sheathed, armoured Aluminium /copper conductor cable conforming to IS 7098 (Part 1) amended up to date. 2C 10 Sq.mm Al |
| 286 | OD127708/2025-2026:Supply of following 4C 2.5 Sq.mm Cu size 1.1 KV grade XLPE insulated, PVC sheathed, armoured copper conductor cable conforming to IS 7098 (Part 1) amended upto date. |
| 287 | 9.1.23:Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2X 70 sq. mm (38mm) |
| 288 | 9.1.35:Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 35 sq. mm (32mm) |
| 289 | 9.1.33:Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 16 sq. mm (28mm) |
| 290 | 9.1.32:Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 10 sq. mm (25mm) |
| 291 | OD127712/2025-2026:Supplying and making end termination with brass compression gland and copper lugs for following 3C 4 Sq.mm Cu size of PVC insulated and PVC sheathed / XLPE copper conductor cable of 1.1 KV grade as required. |
| 292 | 9.1.2:Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.2 X 10 sq. mm (19mm) |
| 293 | OD127710/2025-2026:Supplying and making end termination with brass compression gland and aluminium/Copper lugs for following size of XLPE insulated PVC sheathed aluminium/copper conductor cable of 1.1 kV grade as required.4C 2.5 sqmm Cu |
| 294 | 7.1.1:Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade offollowing size direct in ground including excavation, sand cushioning, protective covering andrefilling the trench etc as required.Upto 35 sq. mm |
| 295 | 7.1.2:Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade offollowing size direct in ground including excavation, sand cushioning, protective covering andrefilling the trench etc as required.Above 35 sq. mm and upto 95 sq. mm |
| 296 | 7.2.1:Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KVgrade of following size direct in ground in the same trench in one tier horizontal formationincluding excavation, sand cushioning, protective covering and refilling the trench etc asrequired.Upto 35 sq. mm |
| 297 | 7.5.1:Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade offollowing size in the existing RCC/ HUME/ METAL pipe as required.Upto 35 sq. mm |
| 298 | 7.5.2:Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade offollowing size in the existing RCC/ HUME/ METAL pipe as required.Above 35 sq. mm and upto 95 sq. mm |
| 299 | 7.7.1:Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KVgrade of following size on wall surface as required.Upto 35 sq. mm (clamped with 1mm thick saddle) |
| 300 | 7.7.2:Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KVgrade of following size on wall surface as required.Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) |
| 301 | 7.8.1:Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KVgrade of following size on cable tray as required.Upto 35 sq. mm (clamped with 1mm thick saddle) |
| 302 | 7.8.2:Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KVgrade of following size on cable tray as required.Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) |
| 303 | 4.6.3:Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc as required.225 mm width X 50 mm depth X 1.6 mm thickness |
| 304 | 4.6.4:Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc as required.300 mm width X 50 mm depth X 1.6 mm thickness |
| 305 | 14.14.1:Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete withRCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.100 mm dia |
| 306 | OD127715/2025-2026:Supply, fabricating and installing MS items such as Tees/ angles/ channels etc. on floor/ ceiling/ wall including necessary civil work such as grouting, finishing etc. and painting with two coats of zinc<br>chromate primer and two coats of enamel paint of approved make. |
| 307 | WIRING AND ACCESSORIES |
| 308 | 1.10.3:Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVCinsulated copper conductor single core cable in surface / recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLSPVC insulated copper conductor single core cable etc as required.Group C |
| 309 | 1.11:Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. |
| 310 | 1.14.1:Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required2x1.5 sq.mm + 1x1.5 sq.mm earth wire |
| 311 | 1.14.2:Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required2X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 312 | 1.24.3:Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.15/16 amp switch |
| 313 | 1.24.5:Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.6 pin 15/16 amp socket outlet |
| 314 | 1.24.6:Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.Telephone socket outlet |
| 315 | 1.24.8:Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.Bell push |
| 316 | 1.27.1:Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.1 or 2 Module (75mmX75mm) |
| 317 | 1.31:Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings). |
| 318 | 1.38:Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. |
| 319 | 1.55.3:Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C |
| 320 | OD127747/2025-2026:Supply, fixing of Network point, UTP RJ45, CAT 6 modular type socket with modular plate & cover on surface or in recess, including proving and fixing suitable size GI box, inter connection etc as required complete. |
| 321 | OD127748/2025-2026:Supply & fixing Computer points with 3 nos 3 pin 5/6A socket with 2no.5/6A switch with modular front plate and cover on surface/recess, including proving and fixing suitable size GI boxs, its interconnections etc as required complete. (Note: 2 nos 5/6A socket fixed at 60cm above FFL and 2 nos 6A switch with 1no 5/6A socket at 1m above FFL) |
| 322 | 1.32:Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. |
| 323 | 1.17.12:Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x 2.5 sq. mm |
| 324 | 1.17.21:Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x 4 sq. mm |
| 325 | 1.17.3:Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 X 1.5 sq.mm |
| 326 | 1.21.1: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.20 mm |
| 327 | 1.21.2:Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm |
| 328 | 1.21.3: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.32 mm |
| 329 | MCBs AND DISTRIBUTION BOARDS |
| 330 | 90.11.1.16:Supply and installation of sheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required8 way (8+18) - double cover TPN vertical DB with provision for fixing 4P MCB / Isolator/ RCCB/ RCBO as incomer and SP/ TP MCB as outgoing (IP 42/43) |
| 331 | 90.11.1.15:Supply and installation of sheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required6 way (8+18) - double cover TPN vertical DB with provision for fixing 4P MCB / Isolator/ RCCB/ RCBO as incomer and SP/ TP MCB as outgoing (IP 42/43) |
| 332 | 90.11.1.14:Supply and installation of sheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required4 way (8+12) - double cover TPN vertical DB with provision for fixing 4P MCB / Isolator/ RCCB/ RCBO as incomer and SP/ TP MCB as outgoing (IP 42/43) |
| 333 | 2.4.2:Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)6 Way (4+18), Double door |
| 334 | 2.3.3:Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)12 way, Double door |
| 335 | OD127742/2025-2026:Supply and Fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 100 milli amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 Amp |
| 336 | OD127741/2025-2026:Supplying and fixing following rating, 25 A four pole, (three phase and neutral),415 volts, residual current circuit breaker (RCCB), having a sensitivity current100 milli amperes in the existing MCB DB complete with connections, testingand commissioning etc. as required. |
| 337 | OD127736/2025-2026:Supplying and fixing 25A , double pole, 240 volts, residual current circuit breaker (RCCB), having a sensitivity current 100 milli amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 338 | 2.15.1:Supplying and fixing following rating, four pole, (three phase and neutral), 415volts, residual current circuit breaker (RCCB), having a sensitivity current 30milli Amperes in the existing MCB DB complete with connections, testing andcommissioning etc. as required.25 amps |
| 339 | 2.14.1:Supplying and fixing following rating, double pole, (single phase and neutral),240 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 milli amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.25 amps |
| 340 | OD127740/2025-2026:Supply and fixing of 6-32A SP MCB, D-Curve following rating, 10 KA, Miniature Circuit Breakers asrequired |
| 341 | OD127739/2025-2026:Supply and fixing of following 6-32A DP MCB, D-Curve rating, 10 KA, Miniature Circuit Breakers as required |
| 342 | 2.10.1:Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, \\"\\"C\\"\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole |
| 343 | 2.10.3:Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, \\"\\"C\\"\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Double pole |
| 344 | 2.10.4:Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, \\"\\"C\\"\\" curve, miniaturecircuit breaker suitable for inductive load of following poles in the existing MCBDB complete with connections, testing and commissioning etc. as required.Triple pole |
| 345 | OD127738/2025-2026:Supply and fixing of 6-32A FP MCB, C-Curve following rating, 10 KA, Miniature Circuit Breakers asrequired |
| 346 | OD127737/2025-2026:Supply and fixing of following rating, 10 KA, Miniature Circuit Breakers as required.40-63A FPMCB,C-CURVE |
| 347 | 2.11:Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 348 | 2.25:Supplying and fixing Cable End Box (Loose Wire Box) (IP 43) suitable for tripple pole and neutral, sheet steel, Vertical MCB distribution board, 415 V, on surface/ recess, complete with testing and commissioning etc. as required. |
| 349 | 90.14.28.2:S & F Motor starters of the following ratingsThree phase DOL starters for 0.25HP to 7.5 HP motor |
| 350 | 90.14.28.6:S & F Motor starters of the following ratingsFully automatic star delta starter for 15HP motor |
| 351 | OD132072/2025-2026:Supply, Installation, Testing & Commissioning of 40A FP isolator in weatherproof enclosure duly painted with powder coated finishing on surface including all the mounting accessories, internal wiring etc as required complete. |
| 352 | OD132073/2025-2026:Supply, Installation, Testing & Commissioning of 25/32A DP MCB isolator in 1.6mm thick sheet steel enclosure duly painted with powder coated finishing on surface including all the mounting accessories, internal wiring etc as required complete with all accessories |
| 353 | LIGHT FIXTURES AND FANS |
| 354 | 90.3.23.5.3:Surface mounting decorative fluorescent tube light fitting complete with lamp with complete accessories duly wired up for use on 230 V AC .Surface mounting LED 20W LED Batten with out put 2000 lumen for use on 250V AC supply. |
| 355 | 90.3.23.5.4:Surface mounting decorative fluorescent tube light fitting complete with lamp with complete accessories duly wired up for use on 230 V AC .Surface mounting LED 40W LED Batten with out put 4000 lumen for use on 250V AC supply. |
| 356 | OD127726/2025-2026:Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit forspeed 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 Supply, earthing etc. complete as required. |
| 357 | OD127724/2025-2026: Supply and installation of 400 mm size wall fan having speed control, oscillation control at bottom and suitable for operation on single phase 230 volt, 50Hz AC supply complete with continuous duty motor and all accessories as required complete. Installation, testing and commissioning of Wall fan, including wiring the down rods of standard length with 1.5 sq.mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. |
| 358 | OD127728/2025-2026:Supply of 250 mm sweep,900 rpm light duty exhaust fan in plastic body with selfopening louvers working on 230 V AC supply complete with all accessories asrequired. |
| 359 | 90.15.4.2:Supply Conveyance, installation, testing and commissioning of 36/40W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer) |
| 360 | OD127723/2025-2026:Supply installation testing and commissioning of Octagonal Pole made of hot dip galvanised GI sheet 70 mm top diameter, 130 mm bottom diameter thickness 3mm base plate dimensions of 200x200x12 mm suitable for wind speed as per IS 875 Part III single arm bracket 0.5mt including connector foundation bolt 4 nos fixed in RCC foundation and junction box etc. complete 7 Meters. The rate shall be inclusive of the foundation works. |
| 361 | OD127725/2025-2026:Supply and fixing of IP65 & IK08 LED surface mounted Bulkhead fixture withSystem efficacy of more than 120lm/W. Luminaire shall be made up of Die Cast Aluminium for efficient heat dissipation. Luminaire shall have Poly carbonate diffuser for Uniform illumination and wider light distribution. The LEDs used should be with CCT of 5000-6000K and CRI >80, Power factor greater than 0.95 and total harmonic distortion (THD) of less than 10% including all accessries necessary as required to complete installation |
| 362 | OD127727/2025-2026:Supply of 10 (+/-2) W High efficient LED batten surface/wall mounted, System<br>efficacy of more than 100 lm/W and lumen output of luminaire greater than<br>1000 lumen, designed extruded channel in thermally conductive material with plastic with HET diffuser. CRI >80, Power factor>0.9, CCT - 6500K, 50000 burning hours as per L 70 criteria. |
| 363 | 1.41:Installation, testing and commissioning of pre - wired, fluorescent fitting/ compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling/ wall, including connection with 1.5 sq.mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. |
| 364 | 1.50.1:Installation of exhaust fan in the existing opening, including making good the damage connection testing, commissioning etc. as required.Upto 450 mm sweep |
| 365 | EARTHING AND SAFETY EQUIPMENTS |
| 366 | 5.15:Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 367 | 5.9:Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required.(Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 368 | 90.16.3.9:Supply and clamping the following size of strips on surface of wall/ parapet/ existing cable tray using clamps fabricated from 20 X 3 mm GI flat duly painted or heavy duty GI spacer saddles spacing of clamps not exceeding 1 m, making good the damages, colour washing etc. as required ( for horizontal run)25 x 3 mm copper strip |
| 369 | OD127730/2025-2026:Supplying and laying Copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. 25x3mm Cu |
| 370 | 90.16.1.3:Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required3.15 mm copper conductor ( 10 SWG) |
| 371 | OD127732/2025-2026:Supplying and laying 10 SWG copper wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. |
| 372 | 2.21:Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. |
| 373 | OD127735/2025-2026:Supply and fixing of First aid box |
| 374 | OD127734/2025-2026: Supply and fixing anodized aluminum glass framed shock treatment chart |
| 375 | OD127731/2025-2026:Supply and fixing single line diagram, schematic diagrams etc. of A0 size on suitable Aluminium sheet including lamination etc. as required complete on wall. |
| 376 | 5.6:Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 377 | OD127733/2025-2026:Supply & providing ISI plate earthing as per IS 3043 with 1200x1200x12.5mm GI earth plate with 20mm dia B class GI pipe for watering, 50x6mm GI strip welded to the plate, GI funnel with weld mesh, fixing GI strip of size 50x6mm with min. length of 20cm clamped with 50x5mm GI flat using 12x10mm GI bolt & nut at top of the GI pipe as test joint, filling around the GI pipe at a radius of 15cm with a homogeneous mixture of charcoal, & river sand upto a height of 2.5 meter from the bottom, filling the rest of the portion with excavated soil including watering & ramming providing brick work (20cm) masonary at top in 1:6 cement mortar, plastering the inside & top of the manhole with 12mm thick 1:6 cement mortar and providing gully trap with CI covering at the top. |
| 378 | LIGHTNING PROTECTION SYSTEM |
| 379 | OD127746/2025-2026:Providing and laying Hot Dip Galvanised Steel Flat 30X3 mm thick with Zinc coating>70 micron coating from test joint to earth electrode in ground/surface and for ring equipotential bonding etc.as required. |
| 380 | OD127745/2025-2026:Providing and Fixing of Test Joint , suitable to fix 8 mm Aluminium conductor to 30 X 3 GI strip as per IEC 62305-3 |
| 381 | OD127744/2025-2026:Supply and Fixing of 8 mm Aluminum Round Conductor as horizontal air terminal suitable for installation on flar roof with the required mounting clamps , cross connectors, T connectors , expansion piece and other accessories required as per IEC 62305-3 |
| 382 | OD127743/2025-2026:Supply and fixing of 8 mm Aluminum Round Conductor as vertical down conductor with the required mounting clamps , cross connectors , expansion piece and other accessories required as per IEC 62305-3 |
| 383 | FIRE HYDRANT AND SPRINKLER SYSTEM |
| 384 | OD114419/2025-2026:Supply, installation, testing and commissioning of electric driven pump set (terrace pump) suitable for automatic operation and consisting of following: complete in all respect as required and as per the technical specification. Monoblock Pump rated for 900lpm, 40 m head C.I body, bronze impeller,SS shaft with mechanical seal, volute type with suitable HP SQ cage induction motor, suitable for operation on 415V, 3phase 50Hz, AC with IP 55 class of protection for enclosure, horizontal foot mounted type with class F insulation. M.S. fabricated common base plate, foundation bolts, suitable cement concrete foundation etc. including all necessary accessories required for successful automatic operation of pump as per technical specifications. |
| 385 | 16.8:Providing and fixing in position the industrial type pressure gauges with gun metal / brass valves complete as required |
| 386 | OD114452/2025-2026:Supply, installation, testing and commissioning of industrial type pressure switch having 1/4" BSP(F) connection with IP rated enclosure protection, phosphor bronze bellows as sensing element, SPDT contact system, switch rating 6A Inductive/10A resistive 380 V AC, 0.2A Inductive/10A resistive 250V DC, with ball valve etc. complete as required as per technical specification. |
| 387 | OD114454/2025-2026:Supply, Installation, Testing and Commissioning of 100 mm nominal dia MS(Heavy C' Class) pipe IS:1239 marked including Welding, all fittings and accessories such as elbows, flanges, tees, reducers etc. conforming to IS standards complete including painting, welding, jointing and neoprene gaskets,<br>nuts, bolts etc. as required. (for fire hydrant and sprinkler system). The pipe shall be painted with one coat of epoxy primer & two coats of post office red enamel paint. The pipe shall fixed on ceiling, walls, columns, truss etc for all heights with suitable hangers/ supports and fasteners etc including cutting the walls/means etc and making good the same complete as required as per the technical specification |
| 388 | OD114456/2025-2026:Supply, Installation, Testing and Commissioning of 80 mm nominal dia MS(Heavy C' Class) pipe IS:1239 marked including Welding, all fittings and accessories such as elbows, flanges, tees, reducers etc. conforming to IS standards complete including painting, welding, jointing and neoprene gaskets, nuts, bolts etc. as<br>required. (for fire hydrant and sprinkler system). The pipe shall be painted with one coat of epoxy primer & two coats of post office red enamel paint. The pipe shall fixed on ceiling, walls, columns, truss etc for all heights with suitable hangers/ supports and fasteners etc including cutting the walls/means etc and making good the same complete as required as per the technical specification. |
| 389 | OD114457/2025-2026:Supply, installation, testing and commissioning of dual plate non-return valve of 100 mm diameter, PN16 conforming to API 594 with Cast iron/Cast steel body, SS disc complete with all accessories including flanges, rubber gasket, GI bolts, GI nuts, washers etc. complete as required. |
| 390 | OD114461/2025-2026:Supply, installation, testing and commissioning of butterfly valve of 100 mm diameter, PN 16, with Cast iron/Carbon steel body, SS disc complete with all accessories including flanges, rubber gasket, GI bolts, GI nuts, washers etc. complete as required as per the technical specification and conforming to IS 13095. |
| 391 | OD114463/2025-2026:Supply,installation, testing and commissioning of gun metal fire hydrant valve ,single head oblique type with 63 mm instantaneous outlets with female socket for hose connection and inlet side with flange suitable for 80 mm pipe flange,valve conforming to IS:5290 complete with blank cap,chain, GI nuts, bolts, gasket etc as per technical specification. |
| 392 | OD114464/2025-2026:Supply, installation, testing and commissioning of First-aid Hose Reel with MS construction spray painted in Post office Red, conforming to IS 884 with up to date amendments, complete with the following as required as per technical specification. (a) 30 m. long 20 mm (nominal internal dia water hose Thermoplastic (Textile reinforced) Type-2 as per IS: 12585(b) 20 mm (nominal internal ) dia gun metal globe valve & nozzle. (c) Drum and brackets for fixing the equipments on wall. (d) Connections from riser with 25 mm dia stop valve (gun metal) with pipe |
| 393 | OD114466/2025-2026:Supply, installation, testing and commissioning of 63 mm dia, 15 mtr. Long RRL hose pipe with 63 mm dia Male and Female Gun metal couplings duly binded with GI/MS/SS wire, rivets etc. conforming to IS 636 (type-1) as required as per technical specification. |
| 394 | OD114467/2025-2026:Supply, installation, testing and commissioning of 63 mm dia Gun metal branch pipe with 20 mm (nominal internal diameter) size Gun Metal nozzle conforming to IS 903, suitable for instantaneous connection to inter-connect hose pipe coupling as required as per technical specification. |
| 395 | OD114468/2025-2026:Supply, installation, testing and commissioning of hose boxes wall/pedestal type of size 750 x 250 x 600 mm made out of 16 SWG MS sheet steel with front side glass, locking arrangement and painted with approved colour completed as required as per technical specification. |
| 396 | OD114469/2025-2026:Supply, installation, testing and commissioning of 2-WAY FIRE BRIGADE inlet connection made of CI Body, 100mm dia. flanged inlet with 2 Nos. of inbuilt gunmetal, NRV (Body type) with PVC Blank cap & Chain complete with GI nuts, bolts, gasket etc as required as per technical specification |
| 397 | OD114470/2025-2026:Supply, installation, testing and commissioning of Air release valve, 25 mm dia, complete as required as pet the technical specification. |
| 398 | PORTABLE FIRE EXTINGUISHERS |
| 399 | OD114473/2025-2026:Supply and installation of ABC Stored pressure type Fire Extinguisher 6 Kgs Capacity Mono Ammonium Phosphate based Dry Chemical Powder as per IS 14609 with ISI Mark for Fighting ABC Class of Fire, stored Pressure type of Mild steel body pressurized by Nitrogen Gas. The Extinguisher shall have pressure gauge for indicating inside pressure with opening and closing lever of squeeze grip type with tamper proof seal, complete with wall bracket. The Extinguisher should be manufactured strictly as per IS: 15683:2018 with ISI mark. The fire extinguisher shall be Halon or any other ozone depleting substance free. |
| 400 | OD114474/2025-2026:Supply and installation of Carbon-dioxide extinguisher of ISI marked 4.5 Kg capacity made of high pressure seamless steel cylinder (CCE marked) complete with wheel type valve with one meter long braided high pressure discharge hose complete in all respects including initial fill with CO2 gas, conforming to IS:15683:2018, IS 15222 complete as required as per the technical specification. The fire extinguisher shall be Halon or any other ozone depleting substance free. |
| 401 | FIRE DETECTION AND ALARM SYSTEM |
| 402 | 17.2.14:INTELLIGENT FIRE ALARM SYSTEMSupplying, installation, testing & commissioning of addressable manual call point complete as required. |
| 403 | 17.2.15:INTELLIGENT FIRE ALARM SYSTEMSupplying, installation, testing & commissioning of addressable horn cum strobe complete as required. |
| 404 | 17.1.8:FIRE DETECTION AND ALARM SYSTEM (CONVENTIONAL)Supplying, installation, testing & commissioning talk back slave station in surface/ recess suitable for operation on simplex mode complete with P.T.T. knob & speaker/ microphone enclosed in a M.S.(16 SWG)/ ABS box with break glass in front etc. complete as required. |
| 405 | OD114693/2025-2026:Supply, installation, testing and commissioning of public address and talk back system consisting of 12 zone public address cum talk back console with mike and selector, multiple channel talk back facility, power supply, battery charger, battery housing, multiple channel selector with all call and mic on. The console shall be provided with suitable capacity amplifier, and suitable capacity battery (min 12V), etc. complete as required for meeting the technical specifications. |
| 406 | OD116654/2025-2026:Supply, installation, testing and commissioning of EN/UL/FM/LPCB approved/ listed, microprocessor based 1 loop intelligent addressable main fire alarm panel, central processing unit with the loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km, LCD display with touch screen or other keypad and events history log in the non-volatile memory (EPROM), power supply unit (230 ± 5% V, 50 Hz), 24 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. The panel shall be networkable in peer-to-peer basis with other Addressable Fire Alarm Panels. The Panel shall be able to give pin point location of all Fire/Fault conditions of addressable units via the address codes for each unit. The Panel shall also be able to automatically switch off all Control Switches whenever any Alarm is triggered. The panel shall have facility to integrate with analog/digital voice evacuation system (PA-talkback system) and shall be complete with all necessary accessories. The panel shall be compatible for IBMS system with open protocol BACnet/ Modbus over IP complete as required as per the technical specification and shall have following facilities. a) Programming software for the system b) Automatic system test activates c) Detector sensitivity adjustments d) Alarm verification e) Alpha/numerical display f) Provision to connect to PCs and external printers |
| 407 | OD114717/2025-2026:Supply, installation, testing and commissioning of 24V Power supply unit for hooters with battery backup. The status of the power supply unit must be monitored from the FACP and alarm shall be obtained if the power supply unit fails to operate, complete in all respect with necessary accessories as required as per the technical specification |
| 408 | 17.5.2:CABLING & WIRINGSupplying & laying of 2x1.5 sq mm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required. |
| 409 | 1.21.2:Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm |
| 410 | SIGNAGES |
| 411 | OD122007/2025-2026:Supply and installation of glow signage (photoluminescent) such as Fire Duct/Fire Lift/Staircase signage etc. of standard size (500*225 MM) as per NBC 2016 and conforming to IS 9457, IS 12349, IS 12407<br>design/ colour code on 3 mm thick aluminium composite panel. The signage will be either fixed on the wall with the help of screws & double tape or hanged from the false ceiling with the help of chain & screws etc. complete as required as per the technical specification |
| 412 | ELEVATOR WORKS |
| 413 | OD117730/2025-2026:Design, fabrication, supply, installation, testing and commissioning of machine roomless electric traction type Stainless steel 15 Pax (1020 Kg) Hospital elevator with suitable car size (including freight & landing charges, insurance and all applicable taxes and duties in country of origin and in India etc- except GST) and type suitable for operation on 415 V±10%, 3 phase, 50 Hz AC supply, having AC variable voltage and variable frequency micro-processor type traction control, speed of 1.00 Mtr/sec, electromagnetic brake system, simplex mode operation, operating panel with luminous buttons, over load warning indicator, battery operated alarmbell, LED type emergency light, intercom suitable for hook upto Purchasers' EPABX, infrared ray sensing door protection for full height, reverse phase relay on controller, fireman?s switch at initial landing floor, LCD/LED car positions and direction indication in car and landings and at all floors with UP/DOWN direction, shaft wiring and lighting with accessories, braille buttons, Automatic Rescue Device (ARD) with dry maintenance free sealed batteries, Safe landing device and Battery operated Emergency Rescue Device and all electrical components with wiring from the single point power supply provided at top landing near the elevator door audio announcement along with pre-recorded message as approved by Engineer-in-Charge. The drives of elevator shall meet the requirements of IEEE 519/2014. The PMSM traction motor( IE 3 or better efficiency) of machine room less elevator shall be of gearless type and placed inside the elevator hoist way complete as per technical specification. The energy performance of the lift shall meet or exceed energy efficiency class Bi n accordance with IS 17515 standards. Having automatic centre/side opening stainless steel doors, Matt finish stainless steel car enclosure provided with stainless steel handrails on three sides, Granite flooring as applicable in accordance of following details. The equipment should be BMS compatible. All components, fabrication and procedures of elevator system shall confirm to relevant IS standards/ Code and complete in all respects as per technical specifications. The lift shall presently be provided with 2 stops and 2 openings, suitable for a travel height of 3.75 m (G+1). However, the system shall be designed and supplied with necessary provisions to enable future enhancement to 4 stops and 4 openings, corresponding to a travel height of 11.25 m (G+3). Accordingly, all essential provisions in the electronic controller, car operating panel, drive system, and associated control components suitable for operation up to G+3 floors shall be considered and incorporated by the Lift OEM, without requiring replacement of major equipment at a later stage. (Shaft Size 2150mm (width) x 2950mm (depth) ) with door opening of 900mm (width) and 2000 mm (height). Please Enable Macros to View BoQ information |
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