Tender For Extension Of Sgr Building And Other Civil Work At 33/11 Kv Substation Baraut Town, Baghpat. - 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 2 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) 3 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 4 Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete.DSR Code No. 2.27 5 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.DSR Code No. 2.31 6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (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 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). DSR Code No. 4.1.3 8 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 9 Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columnsDSR Code No. 4.3.1 10 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 11 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 12 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 13 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 14 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturers specification. DSR Code No. 4.12 15 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 16 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 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. 5.2.2 17 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 18 Centering and shuttering including strutting, propping etc. and removal of form for.(5.9.1) Foundations, footings, bases of columns, etc. for mass concreteDSR Code No. 5.9.1 19 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 20 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 21 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 22 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 23 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 24 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 wideDSR Code No. 5.9.16.2 25 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 26 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 27 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 28 Concrete work with 40 mm gauge brick ballast obtained from breaking brick bats (brick bats supplied by the department free of cost), coarse sand and cement in proportion of 12:6:1 in foundations and under floors, includingcost of all labour,materials, T&P etc required for proper completion of work.DSR Code No. 5.20 29 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) DSR Code No. 16.53 30 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 31 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.DSR Code No. 5.30 32 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)DSR Code No. 6.1.1 33 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 34 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). DSR Code No. 6.4.1 35 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 36 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. (NSI), Ref. CSI No. (6.18) SOR 23-24 37 Same as in item 6.18 above butin super structure for 230 mm thick wall.(NSI), Ref. CSI No. (6.19) SOR 23-24 38 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 39 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.). DSR Code No. 10.18 40 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides DSR Code No. 10.29.2 41 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 42 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.DSR Code No. 11.2 43 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 aggregateDSR Code No. 11.3.1 44 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick DSR Code No. 11.13.1 45 Kota stone slab flooring25 mm thick other 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) :.DSR Code No. 11.26.1 46 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.DSR Code No. 11.27 47 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. Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile600 x 600 mm DSR Code No. 11.41.A.3.1 48 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm DSR Code No. 11.46.2 49 12 mm cement plaster of mix : (13.4.1) 1:4 (1 cement: 4 coarse sand)DSR Code No. 13.4.1 50 12 mm cement plaster of mix : (13.4.2) 1:6 (1 cement: 6 coarse sand)DSR Code No. 13.4.2 51 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. DSR Code No. 13.21 52 Neat cement punning. DSR Code No. 13.18 53 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. DSR Code No. 13.41.1 54 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 55 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 56 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 57 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 58 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 59 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead Of area 3 sq. metres and belowDSR Code No. 15.12.1 60 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. DSR Code No. 15.60 61 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.80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. DSR Code No. 16.91.2 62 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 With average thickness of 120 mm and minimum thickness at khurra as 65 mm.:DSR Code No. 22.7.1 63 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.(NSI), Ref. CSI No. (26.60) SOR 20-21 64 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.(NSI), Ref. SOR 2023-24 CSI No. (28.38) 65 Supply and fixing of LED Tube Light batten fitting suitable for upto 1 x 22 watt LED tube light on surface completed with wiring point and in all respect. (NSI), Ref. UP PWD SOR 2018 1413 (CAT-AA) 66 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 67 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 6 sq. mm + 1 X 6 sq. mm earth wire. E&M-1.14.4 68 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 69 Supplying and drawing following 3 x 2.5 sq. mm sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. E&M -1.17.12 70 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 71 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 ampsE&M 2.12.2 72 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door. E&M -2.4.1 73 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. E&M- 1.12 74 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts,washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required E&M -19.1 75 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 4 way (4 + 12), Double door.E&M-2.5.1 76 Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 1 or 2 Module (75mmX75mm). E&M-1.27.1 77 Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required.3 Module (100mmX75mm). E&M-1.27.2 78 Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 4 Module (125mmX75mm). E&M-1.27.3 79 Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 6 Module (200mmX75mm). E&M-1.27.4
