Tender For Construction Of New 33/11 K.V. S/S And Other Misc. Civil Work For Incresing The Capacity 10 Mva To 15 Mva At 33/11 Kv S/S Aminagar Sarai In The Premises Of 132 K.V. Sub-Station Singhawali Ahir Distt-Baghpat, 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(2.8.1) All kinds of soil Code No. 2.8 2 Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m. (2.13.1.2) Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia Code No. 2.13 3 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. Code No. 2.25(a) 4 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. Code No. 2.31 5 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). Code No. 4.1 6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Code No. 4.1.2 7 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 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). Code No. 4.1.3 8 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) Code No. 4.10 9 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: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). Code No. 4.2.3 10 Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources)Code No. 4.5.1 11 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) Code No. 4.10 12 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturers specification. Code No. 4.12 13 Providing and laying in position ready mixed or site batcheddesign mix cement concrete for plain 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 improvedurability andworkability without impairing strength;including pumpingof concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering and finishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth and upto floor V level. (4.20.2.4) Concrete of M25 grade with minimum cement content of 300 kg /cum. Code No. 4.20 14 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (5.1.2) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Code No. 5.1 15 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : (5.2.2) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Code No. 5.2 16 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Code No. 5.3) 17 Centering and shuttering including strutting, propping etc. and removal of form for.(5.9.1) Foundations, footings, bases of columns, etc. for mass concreteCode No. 5.9 18 Centering and shuttering including strutting, propping etc. and removal of form for.(5.9.2) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.Code No. 5.9 19 Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.3) Suspended floors, roofs, landings, balconies and access platform. Code No. 5.9 20 Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.4) Shelves (Cast in situ).Code No. 5.9 21 Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.5) Lintels, beams, plinth beams, girders, bressumers and cantilevers. Code No. 5.9 22 Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.6) Columns, Pillars, Piers, Abutments, Posts and Struts.Code No. 5.9 23 Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.16.2) Edges of slabs and breaks in floors and walls. Above 20 cm wideCode No. 5.9 24 Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.18) Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like Code No. 5.9 25 Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.21) Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thickCode No. 5.9 26 Providing, hoisting and fixing above plinth level up to floor five 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 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Code No. 5.12 27 Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering but , excluding the cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Code No. 5.13 28 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (5.22.6)Thermo-Mechanically Treated bars of grade Fe-500D or more.Code No. 5.22 29 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. (5.22A.6) Thermo-Mechanically Treated bars of grade Fe-500D or more.Code No. 5.22A 30 Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). Code No. 5.23 31 Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand), including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps, including subsequent removal and cleaning of the same.Code No. 5.24 32 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. Code No. 5.30 33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,Portland Pozzolana / Ordinary Portland /Portland Slagcement,admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout 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 works upto plinth level. Concrete of M25 grade withminimum cement content of 330 kg /cum (5.33.1.1)Code No. 5.33 34 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,Portland Pozzolana / Ordinary Portland /Portland Slagcement,admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout 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 works above plinth level upto floor V level. (5.33.2.1) Concrete of M25 grade withminimum cementcontent of 330 kg /cumCode No. 5.33 35 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (6.1.1) Cement mortar 1:4 (1 cement : 4 coarse sand) Code No. 6.1 36 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (6.1.2)Cement mortar 1:6 (1 cement : 6 coarse sand) Code No. 6.1 37 Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : (6.3.1) With F.P.S.(non modular) bricks Code No. 6.3 38 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : (6.4.1) Cement mortar 1:4 (1 cement : 4 coarse sand)Code No. 6.4 39 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : (6.4.2) Cement mortar 1:6 (1 cement : 6 coarse sand) Code No. 6.4 40 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. (6.13.2) Cement mortar 1:4 (1 cement :4 coarse sand) Code No. 6.13 41 Brick work in foundation & plinth with old dismantledbricks (supplied by department free of cost) and coarse sandmortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,T&P etc complete.CSI No. 6.18 (SOR 23-24) 42 Same as in item 6.18 above butin super structure for 230 mm thick wall.CSI No. 6.19 (SOR 23-24) 43 Removal of cement mortar from dismantled bricks and stacking in countable position at place as directed by the Engineer in charge, including cost of all labour and T&P required for proper completion of work. CSI No. 6.22 (SOR 23-24) 44 Supply and filling brick bat in soak pit including all labour,material and T&P etc complete. (for 01 soak pit) . CSI No. 6.23 (SOR 23-24) 45 Mild Steel or Iron work in heavy sizes such as trusses built upgates, door frames, record, racks roof work gates etc. wrought torequired form including holes rivetting or welding where necessary and also fixing in proper position and alignment but when steel is to be provided by the department. CSI No. 9.01 (SOR 23-24) 46 Grouting of vertical or inclined post of pale/chain/security fencing in truelevel, alignment and in plumb or inclination as required,including cost of all labour, materials and T&P required forproper completion of work. ( Post and concrete for grouting shall be measured separately) . CSI No. 9.28 (SOR 23-24) 47 Fixing of cable trench racks in proper position and alignment including cost of all labour, material and T&Petc. required for proper completion of the work (Labour rate only). CSI No. 9.33 (SOR 23-24) 48 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.). CSI No. 10.28 49 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. CSI No. 11.2 50 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. (11.3.1) 40 mm wide and 4 mm thick. CSI No. 11.3 51 Providing (12x15) mm section groove in plasterincluding all material, labour andT&P etc. required for proper completion of the work.CSI No. 11.16 52 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : (11.26.1) 25mm thickCSI No. 11.26 53 2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC.CSI No. 12.26 54 As in NSI item No.35 above but 4.0 cm thickfloor in 1:1.5:3 concrete with out base concrete. CSI No. 12.28 55 Painting letters & number over cable trench cover or other places with the help of stencils including painting of base of 150 mm. dia of one coat of primer and two coats of superior quality synthetic enamel paint size of letter to be 60 mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the work including placing of Trench covers in required positionCSI No. 13.28 56 Pre-Construction anti-termite treatment, by creating a barrier under and around the columns pits, foundation trenches, under floors, junctions of Walls &floors, around the external perimetre of building, expansion joints, surrounding of pipes and conduits etc. (Plinth area of the building at ground floor only shall be measured as per I.S. 6313 (Part II 1981))with Eldrine emulsifiable 0.2% concentration or any other approved material such as Heptachlore or chlordance will be used. The consumption of emulsion shall be (i) Foundation and masonary @ 5 Ltrs/Sqm, (ii) Back fills in immediate contact of foundation@ 7.5 Ltrs. / Sqm, (iii) Top surface of Plinth filling @ 5 Ltrs / Sqm, ( iv) Junction of walls & floors @ 7.5 Ltrs / Sqm, (v) Soil along external perimetre of building @ 7.5 Ltrs / Sqm (vi) under apron of the building @ 5 Ltrs. /Sqm. The rates includes cost of all materials, labour, equipments, T&P complete. CSI No. 17.01 (SOR 23-24) 57 Providing110mm dia Plain PVC CASING PIPES (Aroma /Supreme) (Pressure10 Kg./ Sqcm.) for making tubewell assembly and cartage to boring site, including cost of all labour, materials and T&P required for assembly making and proper completion of work.CSI No. 19.08 (SOR 23-24) 58 Providing 110mm dia Slotted PVC CASING PIPES (Aroma /Supreme) (Pressure10 Kg./ Sqcm.) for making tubewell assembly and cartage to boring site, including cost of all labour, materials and T&P required for assembly making and proper completion of work. CSI No. 19.10 (SOR 23-24) 59 Supply and fixing of PVC top plug of heavy qualityincluding all labour material & T&P. (b)110mmCSI No. 19.20 (b) (SOR 23-24) 60 Supply and fixing of G.I. (B class ) column pipes JTC/ JINDAL make with column coupling socket as required for proper completion of workincluding all labour material & T&P. (c) 40mm diaCSI No. 19.22 (c) (SOR 23-24) 61 Supply and fixing of G.I. (B class ) column pipes JTC/ JINDAL make with column coupling socket as required for proper completion of workincluding all labour material & T&P. (d) 32mm diaCSI No. 19.22 (d) (SOR 23-24) 62 Supply and fixing support clamps for column pipesmade out of MS flats, pairs of bolt-nuts etc complete with all material, labour, T&P. (d) 40mmCSI No. 19.24 (d) 63 Supply & installation of electrical control panel of L&T / Havells or equivalent make for submersible pump / pumpset containing contractor relay condenser. b) for 1.5/ 2 H.P pump set single phase CSI No. 19.31 (b) (SOR 23-24) 64 Supply & Installation ofsubmersible pump of K.S.B/ CALAMA. or eqt. make including cost of labour, T&P and material required for completion of work. b) 1.5 HP outlet 40mm dia. or more, Head 71/36, Discharge 2000/6000 LPH CSI No. 19.32 (b) (SOR 23-24) 65 Supply & Installation ofsubmersible pump of K.S.B/ CALAMA. or eqt. make including cost of labour, T&P and material required for completion of work. d) 3 HP outlet 50 mm dia. or more, Head 60/24, Discharge 6000/14000 LPHCSI No. 19.32 (d) (SOR 23-24) 66 Supply and fixing of submersible cable Havelsor equivalent make, for submersible pump complete in all respect. b) 2.5 mm2 for pumpabove 1 HP and up to 3 HP. CSI No. 19.33 (b) (SOR 23-24) 67 Supply & fixing of steel wire rope forsubmersible pump including cost of labour, T&P and material required for completion of work. CSI No. 19.34 (SOR 23-24) 68 Placing of trench cover of all size in proper position including transportation from different places within the S/S area including all labour, T&P etc. required for proper completion of the work as per direction of Engineer - in - charge.CSI No. 20.11 (SOR 23-24) 69 S/laying chicken mesh of (20 mm.)hexagonal heavy quality over roofs of joints of roof as per direction of the Engineer - in - charge.CSI No. 20.21 (SOR 23-24) 70 Boring with 4 dia casing pipe up to a profeble depth of 50m from ground level with skilled and unskilled laboour and T&P boring apparatus supervision charge etc. required for proper completion of the work. (a) From 0 to 6 mtr depth. CSI No. 20.23(a) (SOR 22-23) 71 Providing and fixing soap dish chromium plated with brackets fixed to wooden cleats with brass screws including supply of all materials,labour and T&P etc.required for proper completion of the work. CSI No. 27.19 (SOR 23-24) 72 Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. a) 75 mm Dia. CSI No. 27.29 (a) (SOR 23-24) 73 Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. c) 110 mm Dia. CSI No. 27.29 (c) (SOR 23-24) 74 Providing and fixing SWR, PVC ( Finolex or equivalent ) Bends including cost of all materials, labour and T&P etcrequired for proper completion of the work. a) 75 mm Dia. CSI No. 27.30 (a) (SOR 23-24) 75 Providing and fixing SWR, PVC ( Finolex or equivalent ) Bends including cost of all materials, labour and T&P etcrequired for proper completion of the work. c) 110 mm Dia. CSI No. 27.30 (c) (SOR 23-24) 76 Providing and fixing SWR, PVC ( Finolex or equivalent )Trap including cost of all materials, labour and T&P etcrequired for proper completion of the work.a) 75 mm Dia. CSI No. 27.31 (a) (SOR 23-24) 77 Providing and fixing SWR, PVC ( Finolex or equivalent )Trap including cost of all materials, labour and T&P etcrequired for proper completion of the work.c)110 mm Dia. CSI No. 27.31 (c) (SOR 23-24) 78 Providing and fixing SWR, PVC ( Finolex or equivalent ) Socket including cost of all materials, labour and T&P etcrequired for proper completion of the work.a)75 mm Dia. CSI No. 27.32 (a) (SOR 23-24) 79 Providing and fixing SWR, PVC ( Finolex or equivalent ) Socket including cost of all materials, labour and T&P etcrequired for proper completion of the work.c)110 mm Dia. CSI No. 27.32 (c) (SOR 23-24) 80 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 of edges to give high gloss finish etc. complete at all levels. Granite stone slab of colour black, Cherry/Ruby red (8.2.2) Area of slab over 0.50 sqm (8.2.2.2) Code No. 8.2 81 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. (8.3.2) Granite workCode No. 8.3 82 Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete.Code No. 8.6 83 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. (9.51.2) With 12mm mild steel U beadingCode No. 9.51 84 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. (10.6.1) 80x1.25 mm M.S. laths with 1.25 mm thick top cover.Code No. 10.6 85 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. (10.6.3) 80x0.90 mm M.S. laths with 0.90 mm thick top cover.Code No. 10.6 86 Providing and fixing ball bearing for rolling shutters.Code No. 10.7 87 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :(10.30.1) 4.0 mm thick glass panes. Code No. 10.30 88 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. (10.29.2) Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sidesCode No. 10.29 89 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener,including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.Code No. 10.31 90 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: (11.1.1) 1:4 (1 cement : 4 coarse sand). Code No. 11.1 91 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (11.3.1) 40 mm thick with 20 mm nominal size stone aggregateCode No. 11.3 92 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. (11.21.1) In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand). (11.21.1.1)Acid and alkali resistant tile Code No. 11.21 93 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. (11.21.2) In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand). (11.21.2.1)Acid and alkali resistant tile Code No. 11.21 94 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.Code No. 11.27 95 Providing and laying Ceramic glazed 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), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. Code No. 11.37 96 Providing and fixing 1st quality ceramic glazed floor 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. Code No. 11.37 (a) 97 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 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complete. (11.41.2) Size of Tile 600x600 mm Code No. 11.41 98 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer)with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand)jointing with grey cement slurry @3.3 kg/sqm including grouting thejoints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only .Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. (11.41A.2) Glazed vitrified floor tiles polished finish of size (11.41A.2.1) Size of Tile 600x600 mm Code No. 11.41A 99 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. (11.48.2) Size of Tile 600x600 mmCode No. 11.48 100 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (12.1.3) 0.63 mm thick with zinc coating not less than 275 gm/ m²Code No. 12.1 101 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. (12.43.1) 75 mm Code No. 12.43 102 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. (12.43.2) 110 mm Code No. 12.43 103 12 mm cement plaster of mix : (13.4.1) 1:4 (1 cement: 4 coarse sand)Code No. 13.4 104 12 mm cement plaster of mix : (13.4.2) 1:6 (1 cement: 6 coarse sand)Code No. 13.4 105 15 mm cement plaster on rough side of single or half brick wall of mix: (13.5.2) 1:6 (1 cement: 6 coarse sand) Code No. 13.5 106 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : (13.41.1) New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre. Code No. 13.41 107 Finishing walls with textured exterior paint of required shade : (13.45.1) New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm Code No. 13.45 108 Applying priming coat: (13.50.2) With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywoodCode No. 13.50 109 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : (13.48.2) Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufactureCode No. 13.48 110 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : (13.48.3) Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture.Code No. 13.48 111 Applying priming coat: (13.50.3) With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. Code No. 13.50 112 Applying priming coat: (13.50.4) With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat). Code No. 13.50 113 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :(13.62.1) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. Code No. 13.62 114 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Code No. 13.80 115 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturerincluding applying additional coats wherever required to achieve even shade and colour.(13.81.1) Old work (one or more coats).Code No. 13.81 116 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. (13.82.1) One coat Code No. 13.82 117 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. (13.82.2) Two coat Code No. 13.82 118 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. (13.85.1) With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre.Code No. 13.85 119 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. (13.85.3) With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. Code No. 13.85 120 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. Code No. 13.88 121 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. Code No. 13.91 122 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. (14.1.2) With cement mortar 1:4 (1cement: 4 coarse sand)Code No. 14.1 123 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (15.2.2) Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). Code No. 15.2 124 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Code No. 15.3 125 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. (15.7.4) In cement mortar. Code No. 15.7 126 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : (15.12.1) Of area beyond 3 sq. metresCode No. 15.12 127 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : (15.12.2) Of area 3 sq. metres and belowCode No. 15.12 128 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. Code No. 15.18 129 Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. Code No. 15.19 130 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. Code No. 15.56 131 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. Code No. 15.60 132 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.Code No. 16.42 133 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron Y shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately).Code No. 16.53 134 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. (16.43.1) Cement concrete prepared with batch mixing machine.Code No. 16.43 (1) 135 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. (16.43.2) Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer. Code No. 16.43 (2) 136 Extra for providing and mixing hardening compound of approved quality as per manufacturers specification in cement concrete.Code No. 16.44 137 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.).Code No. 16.45 138 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed ofsand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. (16.91.2) 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.Code No. 16.91 139 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: (17.1.1) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. Code No. 17.1 140 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : (17.2.1) W.C. pan with ISI marked white solid plastic seat and lid. Code No. 17.2 141 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : (17.2.2) W.C. pan with ISI marked black solid plastic seat and lid. Code No. 17.2 142 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : (17.4.1) One urinal basin with 5 litre white P.V.C. automatic flushing cistern. Code No. 17.4 143 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : (17.4.2) Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. Code No. 17.4 144 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: (17.7.3) White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. Code No. 17.7 145 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: (17.7.4) White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. Code No. 17.7 146 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. (17.18.1) 10 litre capacity - White Code No. 17.18 147 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : (17.25.1) Flat back wash basin of size 630x450 mm. Code No. 17.25 148 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : (17.25.2) Flat back wash basin of size 550x400 mm Code No. 17.25 149 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (17.28.1) Semi rigid pipe (17.28.1.1) 32 mm dia Code No. 17.28 150 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (17.28.1) Semi rigid pipe (17.28.1.2) 40 mm dia Code No. 17.28 151 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (17.28.2) Flexible pipe (17.28.2.2) 40 mm dia Code No. 17.28 152 Providing and fixing 100 mm sand cast Iron grating for gully trap. Code No. 17.29 153 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. Code No. 17.31 154 Providing and fixing toilet paper holder : (17.34.1) C.P. brass Code No. 17.34 155 Providing and fixing soil, waste and vent pipes : (17.35.1) 100 mm dia (17.35.1.2) Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 Code No. 17.35 156 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. (17.73.1) 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms Code No. 17.73 157 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. (17.73.2) 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. Code No. 17.73 158 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 (18.7.1) 15 mm nominal dia Pipes Code No. 18.7 159 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 (18.7.2) 20 mm nominal dia Pipes Code No. 18.7 160 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 (18.7.3) 25 mm nominal dia Pipes Code No. 18.7 161 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 (18.7.4) 32 mm nominal dia Pipes Code No. 18.7 162 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 work (18.9.1) 15 mm nominal dia Pipes Code No. 18.9 163 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 work (18.9.2) 20 mm nominal dia Pipes Code No. 18.9 164 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 work (18.9.3) 25 mm nominal dia Pipes Code No. 18.9 165 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 work (18.9.4) 32 mm nominal dia Pipes Code No. 18.9 166 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 work (18.9.5) 40 mm nominal dia Pipes Code No. 18.9 167 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (18.10.1) 15 mm dia nominal bore Code No. 18.10 168 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (18.10.2) 20 mm dia nominal bore Code No. 18.10 169 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (18.10.3) 25 mm dia nominal bore Code No. 18.10 170 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (18.10.4) 32 mm dia nominal bore Code No. 18.10 171 Providing and fixing brass bib cock of approved quality : (18.15.1) 15 mm dia nominal bore Code No. 18.15 172 Providing and fixing brass stop cock of approved quality : (18.16.1) 15 mm dia nominal bore Code No. 18.16 173 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (18.17.1) 25 mm nominal bore Code No. 18.17 174 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (18.18.1) 15 mm dia nominal bore Code No. 18.18 175 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (18.19.1) 25 mm nominal bore (18.19.1.1) Horizontal Code No. 18.19 176 Cartage of T & P and boring set by manual boring to and fro from site of work. CSI No. 18.19 (SOR 20-21) 177 Providing and fixing uplasticised PVC connection pipe with brass unions : (18.21.2) 45 cm length (18.21.2.1) 15 mm nominal bore Code No. 18.21 178 Providing and fixing uplasticised PVC connection pipe with brass unions : (18.21.2) 45 cm length (18.21.2.2) 20 mm nominal bore Code No. 18.21 179 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : (18.22.1) 100 mm diameter Code No. 18.22 180 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : (18.47.1) 15 mm nominal bore Code No. 18.47 181 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : (18.47.2) 20 mm nominal bore Code No. 18.47 182 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : (18.47.3) 25 mm nominal bore Code No. 18.47 183 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank Code No. 18.48 184 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (18.49.1) 15 mm nominal bore Code No. 18.49 185 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. (18.50.1) 15 mm nominal bore Code No. 18.50 186 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931. (18.53.1) 15 mm nominal bore Code No. 18.53 187 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, Aluminium 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 fastenersto be paid for separately) : (21.1.1) For fixed portion (21.1.1.1) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) Code No. 21.1 188 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. (21.4.1) With stainless steel cover plate minimum 1.25 mm thickness.Code No. 21.4 189 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. Code No. 22.5 (a)+(b) 190 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (22.7.1) With average thickness of 120 mm and minimum thickness at khurra as 65 mm. Code No. 22.7 191 S/R of regulator for ceiling fan of GEC or equivalent make including cost of all labour material, T&P etc. required for proper completion of the work. A. Mechanical typeCode No. 22.60A (SOR 20-21) 192 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (23.4.1) 100 mm nominal size diaCode No. 23.4 193 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.Code No. 23.8 194 Testing and developing charges of tubewell for 48 hours or till supply of good discharge of water free from any foreign materials such as silt, sand etc. is obtained by O.P. unit/tractor. CSI 18.22 (SOR 20-21) 195 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). (23.15.1) 100mm dia Code No. 23.15.1 196 Providing and fixing of 110 mm dia PVC pipe 6 Kg/ Sq.cm forwith special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. Code No. 26.17 (SOR 23-24) 197 Applying two coat of Dr.Fixit pidicrete URP with cement slurry of one parts of Dr. Fixit pidicrete URP (covering area of URP-2.00 to 2.2Sqm/Kg) and 1.5 parts of cement on Horizontal and vertical damp surface. Before application ,clean the surface with wire brush or scrubber to remove hidden dirt,loose particles,laitance and dust, degrease the surface by using suitable solvent. throughly saturated the surface with potable water but at the time of application water should not be accumulated at any place as per direction E/I including supply of all materials ,labours and T& P etc.requiredfor proper completion of work. Code No. 26.35 (SOR 20-21) 198 S/F high Tensile steel colour coated anti rust ,high temp resistant sheet with Tensile Strength 550 MPA hot dip metallic (zinc Aluminum Alloy (Zn-55%)(Al-45% ) Coating 70GSM with total thikness not less than 0.50mm (TCT) Durashinemake with necessary over laps including S/F Galvanized J/V Hook according to purlinwith ,nut,washer and bitumen washers etc.including cost of material ,labour T&P etc and special fastener (HT) , nuts & washer provide diaby the company etc required for proper completion of work as per direction of E/I confirming 1.5. 1397:1993.CSI No. 26.60(Old SOR 2020-21) 199 Supply and fixing 100 mm.PVC trap CP Nahani Trap India make of heavy approved quality complete with CI grating,includingsupply of all materials,labour and T&P etc. required for proper completion of the work.CSI No. 27.21(b)(SOR 23-24) 200 Conducting plate load test near CONTROL ROOM BUILDINGsite at specifed depthas per IS 1980-1982 including supply of all material, labour and T&P equipment and recording of test result as per Codal requirement and submission of report. CSI No. 28.15 (SOR 23-24) 201 Providing & laying of 2 mm thick epoxy flooring with chemcical (conpro EP 2P,conpro EP 36,conpro EPSL1) including all materials,labour & T&P etc. required for proper completion of work. CSI No. 28.32 (SOR 23-24) 202 Supply and Fixing of 3 blade ceiling fan 1200 mm of Havells or equivalent including all material, T&P etc required for proper completion of work as approved by engineer in charge. CSI No. 28.39 (SOR 23-24) 203 Supply and Fixing of 5 blade Exhaust fan ventile air dx 225 mm of Havellsor equivalent make including all material, T&P etc required for proper completion of work as approved by engineer in charge.CSI No. 28.38 (SOR 23-24) 204 Supply and laying 4.0Sq.mm gauge copper wire of Plaza orequivalent make of approved quality including connecting withexisting wiring in existingP.V.C.pipe. including allmaterials, labour and T&P complete. CSI No. 22.06(c) (SOR 23-24) 205 Wiring point for light with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall, complete with 14 SWG copper earth continuity wire,GP Box , Piano type switch & ceiling rose/ angle/batten holder on 3 mm thick phenolic laminated backelite sheet etc complete in all respect, as directed including matching colour wash. PSI No. 131 (C) 206 Wiring point for fan / fesh air fan (light duty exhaust fan) with 1.5 sq.mm. FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit concealed in the wall, complete with 14 SWG copper earth continuity wire,GP Box , Piano type switch & ceiling rose on 3 mm thick phenolic laminated backelite sheet etc complete in all respect, including matching colour wash. PSI No. 133 (C) 207 Wiring point for plug with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit concealed in the wall, complete with 14 SWG copper earth continuity wire,GP Box , Piano type switch and socket etc. complete in all respect including matching colour wash.PSI No. 134 (C) 208 Supply and burring of Safe Earthing Electrode T-19, (Hot Dip alvanized), Length up to 3000mm, outer Dia 50 mm inner Dia 25 mm, terminal Dia 12mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity and one earthing lead of 25mm x 3mm G.I. strip, upto switch board (from apron to switch board, the cost of G.I. strip will be extra) along with 30 cm square C.I. frame with hinged cover & masonryhousing. Make: As approved in U.P. P.W.D., & C.P.R.I. Certified.PSI No. 725 (B) 209 Supply and fixing of electronic fan regulator( Modular) 120-280 V. ISI marked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer in charge of work. PSI No. 1203 (c) 210 Add for light / fan points with modular type switch in place of piano type switch. PSI No. 187 (A) 211 Add for 2 way light point with modular switches in place of piano type switches. PSI No. 187 (B) 212 Add for plug point with modular switch & socket in place of piano type switch & socket. PSI No. 187 (C) 213 Add for HPMV/Exhaust fan point with modular type switch in place of piano type switch. PSI No. 187 (D) 214 Supply and wiring of submain with two number 2.5 sq.mm. PVC insulated 1100 V grade single core aluminium conductor cable in 20mm dia. heavy duty (2mm thick) PVC conduit with one number 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand copper conductor cable as earth continuity wire drawn inside the conduit.PSI No. 1301 (c) 215 Supply and wiring of submain with two number 4sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit with one No. 2.5 sq. mm. FRLSH PVC insulated multistrand copper conductor cable as earth contuiity wire drawn in conduit. PSI No. 216 (c) 216 Supply and wiring of submain with two number 6 sq.mm. FRLSH PVC insulated 1100V grade multistrand single core copper conductor cable in 25 mm dia heavy duty (2mm thick) PVC conduit with one No.4 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit. PSI No. 217 (c) 217 Supply and fixing 6A to 32A SP MCBC curve- 10 KA PSI No. 1002 (CAT-A) 218 S&F of 40 Amp. D.P. Isolator PSI No. 1005 (A)(CAT-A) 219 d)63 Amp. Isolator PSI No. 1005 (B) (CAT-A) 220 S&F surface/flush mounting 8ways SPN distribution board with additional metal door without MCB complete in all respect, as directed by Engineer in charge. PSI No. 1024 (A) (CAT-A) 221 Erection and testing of ceiling fan and regulator etc. excluding supply of down rod, complete in all respect. PSI No. 1115 222 Erection and testing of exhaust fan on the existing hole with suitable size of rag bolts, nuts and washers etc,complete in all respect. PSI No. 1120 223 Making hole in the wall for exhaust fan and finishing properly complete in all respect. PSI No. 1121 224 Supply and fixing of power plug with 15A/250 volt flush type switch and 5 pin 15A/250V flush type universal socket in suitable M.S. box of 175mm x 100mm x 50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer. PSI No. 1139 225 Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect.CSI No. 28.41 226 Hire charges of Diesel Road Roller - 8 to 10 tonne Code No. 0003 227 Hire and running charges of light crane Code No. 0025 228 Tractor with trolley Code No. 0039
