Renovation of Toilet for office of A.E.(Female) Meter, Roof treatment and other Miscellaneous Civil Works of Electricity test lab Gajraula at 132 K.V. S/S Gajraula.

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. all kind of soil DSR Code No. 2.8.1

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. DSR Code No. 2.25(a)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. DSR Code No. 2.25

Earth filling under floors and/or sub station area including cost of earth when obtained from with in 8 km outside UPPCL area including its roylty and carriage, loading/ unloading, spreading , watering, ramming in 20 cm layers and dressing of earth etc. for proper completion of the work. SOR-2023 CSI No. 4.10

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources). DSR Code No. 4.1.10

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). DSR Code No. 4.1.2

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: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR Code No. 4.2.2

Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns DSR Code No. 4.3.1

Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. DSR Code No. 4.3.2

Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts. DSR Code No. 4.3.3

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) DSR Code No. 4.5.1

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). DSR Code No. 4.10

Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. DSR Code No. 4.12

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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR Code No. 5.1.2

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). DSR Code No. 5.3

Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.1) Foundations, footings, bases of columns, etc. for mass concrete DSR Code No. 5.9.1

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. DSR Code No. 5.9.2

Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.3) Suspended floors, roofs, landings, balconies and access platform. DSR Code No. 5.9.3

Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.4) Shelves (Cast in situ). DSR Code No. 5.9.4

Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.5) Lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR Code No. 5.9.5

Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.6) Columns, Pillars, Piers, Abutments, Posts and Struts. DSR Code No. 5.9.6

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 wide DSR Code No. 5.9.16.2

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. DSR Code No. 5.9.18

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 thick. DSR Code No. 5.9.21

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). DSR Code No. 5.12

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (5.22.1) Mild steel and Medium Tensile steel bars. DSR Code No. 5.22.1

Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). DSR Code No. 5.23

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.DSR Code No. 5.30

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). DSR Code No. 6.1.2

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) DSR Code No. 6.4.2

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. (9.51.1) With 12mm mildsteel U beading DSR Code No. 9.51.2

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR Code No. 10.1

Structural steel work riveted,bolted or welded in built up section,trusses and framed work , including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR Code No. 10.2

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. DSR Code No. 10.30.1

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : (10.30.2) 5.5 mm thick glass panes DSR Code No. 10.30.2

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). DSR Code No. 11.1.1

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 aggregate DSR Code No. 11.3.1

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). (11.21.1.2) Acid and alkali resistant tile DSR Code No. 11.21.2.1

Kota stone slab flooring 25 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) :. DSR Code No. 11.26.1

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. DSR Code No. 11.37

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. DSR Code No. 11.37 A

12 mm cement plaster of mix : (13.4.1) 1:4 (1 cement: 4 coarse sand) DSR Code No. 13.4.1

Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. DSR Code No. 13.21

Neat cement punning. DSR Code No. 13.18

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. DSR Code 13.26

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 than 50 gram/litre. DSR Code No. 13.41.1

Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour. Old work (one or more coats) DSR Code 13.81.1

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 @ 0.90 litre/10 sqm) DSR Code No. 13.46.1

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. DSR Code No. 13.62.1

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR Code No. 13.80

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. One coat DSR Code 13.82.1

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 coat DSR Code 13.82.2

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (15.2.1) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). DSR Code No. 15.2.1

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. (15.7.1) In Cement mortar. DSR Code No. 15.7.4

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. DSR Code No. 15.60

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. DSR Code No. 17.2.1

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. DSR Code No. 17.7.4

Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. DSR Code No. 17.8

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. 10 litre capacity - White DSR Code 17.18.1

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 DSR Code No. 17.28.1.1

Providing and fixing 100 mm sand cast Iron grating for gully trap. DSR Code No. 17.29

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. DSR Code No. 17.31

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 DSR Code No. 17.73.1

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 DSR Code No. 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 wall (18.7.5) 40 mm nominal dia Pipes DSR Code No. 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, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. (18.8.1) 15 mm nominal dia Pipes DSR Code No. 18.8.1

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. (18.8.2) 20 mm nominal dia Pipes DSR Code No. 18.8.2

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. (18.8.3) 25 mm nominal dia Pipes DSR Code No. 18.8.3

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. (18.8.4) 32 mm nominal dia Pipes DSR Code No. 18.8.4

Providing and fixing brass bib cock of approved quality : (18.15.1) 15 mm dia nominal bore DSR Code No. 18.15.1

Providing and fixing brass stop cock of approved quality : (18.16.1) 15 mm dia nominal bore DSR Code No. 18.16.1

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (18.18.3) 25 mm dia nominal bore DSR Code No. 18.18.3

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. DSR Code No. 18.19.1.1

Providing and fixing uplasticised PVC connection pipe with brass unions : (18.21.1) 30 cm length (18.21.1.1) 15 mm nominal bore DSR Code No. 18.21.1.1

Providing and fixing uplasticised PVC connection pipe with brass unions : (18.21.1) 30 cm length (18.21.1.2) 20 mm nominal bore DSR Code No. 18.21.1.2

Providing and fixing uplasticised PVC connection pipe with brass unions : (18.21.2) 45 cm length (18.21.2.1) 15 mm nominal bore DSR Code No. 18.21.2.1

Providing and fixing uplasticised PVC connection pipe with brass unions : (18.21.2) 45 cm length (18.21.2.2) 20 mm nominal bore DSR Code No. 18.21.2.2

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. DSR Code No. 18.48

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 DSR Code No. 18.50.1

S/laying chicken mesh of (20 mm.)hexagonal heavy quality over roofs of joints of roof as per direction of the Engineer - in - charge. NSI Ref. CSI No. 20.21 (SOR 23-24)

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: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :DSR Code No. 22.7.1

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated 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. FRLS PVC insulated copper conductor single core cable etc as required..Group C E&M -1.10.3

Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 4 sq. mm + 1 X 4 sq. mm earth wire. E&M-1.14.3

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "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. E&M 2.10.1

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 amp socket outlet. E&M -1.24.4

Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps E&M 2.12.2