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| 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. All kinds of soil. DSR Code 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 2.25 (a) |
| 3 | 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 2.31 |
| 4 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. DSR Code 2.32 |
| 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) DSR Code 4.1.8 |
| 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). DSR 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) DSR Code 4.1.3 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns. DSR 4.3.1 |
| 9 | 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 4.1.10 |
| 10 | 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 4.10 |
| 11 | 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 5.2.2 |
| 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 5.1.2 |
| 13 | 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 5.3 |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 5.9.2 |
| 15 | Concrete with 4cm gauge I class brick ballast, coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 12:6:1 in foundations and under floors including supply of all materials, labour and tools and plants etc. required for proper completion. NSI Ref CSI No. 5.01 (SOR 23-24) |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR Code 5.22.6 |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR Code 5.22A.6 |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for. Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick DSR 5.9.21 |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. DSR 5.9.1 |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR 5.9.5 |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. DSR 5.9.6 |
| 22 | Providing and fixing brass stop cock of approved quality : 15 mm nominal bore. DSR 18.16.1 |
| 23 | Providing and fixing brass stop cock of approved quality : 20 mm nominal bore. DSR 18.16.2 |
| 24 | Providing and fixing gun metal non- return valve of approved quality (screwed end) :25 mm nominal bore Horizontal DSR 18.19.1.1 |
| 25 | 2.5 cm thick 2.5 cm thick floor in 1:1.5:3 concrete with out base concrete 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 including 7.5 cm thick base concrete consisting of cement, coarse sand and 4cm gauge I class brick ballast in the proportion of 1:6:12 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. NSI Ref CSI No. 12.26 (SOR 23-24) |
| 26 | Neat cement punning. DSR 13.18 |
| 27 | 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 5.23 |
| 28 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) DSR Code 6.1.2 |
| 29 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR Code 6.1.1 |
| 30 | 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 : Cement mortar 1:4 (1 cement : 4 coarse sand) DSR Code 6.4.1 |
| 31 | 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 : Cement mortar 1:6 (1 cement : 6 coarse sand) DSR Code 6.4.2 |
| 32 | Brick work in foundation & plinth with old dismantled bricks (supplied by department free of cost) and coarse sand of F.M. 1.8 to 2.5 mortar 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) |
| 33 | Same as in item 6.18 above but in super structure for 230 mm thick wall. NSI Ref CSI No. 6.19 (SOR 23-24) |
| 34 | Add for extra labour to all items of plaster if done in ceiling. NSI Ref CSI No. 11.10 (SOR 23-24) |
| 35 | 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) |
| 36 | Mild Steel or Iron work in heavy sizes such as trusses built up gates, door frames, record, racks roof work gates etc. wrought to required form including holes rivetting or welding where necessary and also fixing in proper position and alignment including cost of all materials supplied by contractor. NSI Ref CSI No. 9.01 (SOR 23-24) |
| 37 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws DSR Code 9.21.1 |
| 38 | 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 10.29.2 |
| 39 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. DSR Code 10.30.1 |
| 40 | 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. 40 mm thick with 20 mm nominal size stone aggregate DSR Code 11.3.1 |
| 41 | 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. DSR 16.42 |
| 42 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick. DSR 11.13.1 |
| 43 | 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) :25 mm thick. DSR Code 11.26.1 |
| 44 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR Code 13.4.1 |
| 45 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) DSR Code 13.4.2 |
| 46 | 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 : 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 13.41.1 |
| 47 | One priming coat and one coat oil bound distemper on previously old oil bound distemper surfacei ncluding supply of all materials,labour and T&P etc. required for proper completion of the work. OLD work (CSI No. 13.10) |
| 48 | As in item 13.10 but for every coat after the first coat. (CSI No. 13.09) |
| 49 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. DSR Code 13.62.1 |
| 50 | 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 13.80 |
| 51 | Applying BIRLA PUTTY or equivalent putty on previousaly bila putty smoothen surface over one cost of water base cement primer of ICI or equivalent brand for smoothining and leveling of the surface as per requirement and direction of E/I including cost of all material , labour and T&P required for proper completion of work. NSI Ref CSI No. 13.21 (SOR 23-24) |
| 52 | 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 |
| 53 | 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 |
| 54 | Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface DSR 13.111.01 |
| 55 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete DSR Code 13.88 |
| 56 | Painting one coat with APEX or equivalent brand weather coat paint on new wall surfaces (well prepared with Birla putty and one coat of primer ICI or equivalent which shall be paid separately) including through washing with water including cost of all materials, labour, T&P required for proper completion of work. NSI Ref CSI No. 13.22 (SOR 23-24) |
| 57 | Same as in item no 13.22 above but for every coat of additional APEX or equivalent brand weather coat paint. NSI Ref CSI No. 13.23 (SOR 23-24) |
| 58 | Same as in item 13.22 but for each coat of APEX or equivalent brand weather coat paint .on previously treated surface. NSI Ref CSI No. 13.24 (SOR 23-24) |
| 59 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work DSR Code 13.99.1 |
| 60 | 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. With cement mortar 1:4 (1 cement : 4 fine sand). DSR 14.1.1 |
| 61 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) DSR 15.2.2 |
| 62 | 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. DSR Code 15.3 |
| 63 | Demolishing R.B. 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. DSR Code 15.4 |
| 64 | 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. In cement mortar. DSR Code 15.7.4 |
| 65 | 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 below DSR Code 15.12.1 |
| 66 | Dismantling of dry B.O.E. Floor and proper stacking of dismantled bricks as per direction of E/C. up to 60 m lead. NSI Ref No. CSI No. 15.16 (SOR 23-24) |
| 67 | Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer In-charge within a distance of 60 metres. NSI Ref No. CSI No. 15.05 (SOR 23-24) |
| 68 | Dismantling and re-laying of dry B.O.E. floor including cost of all labour and T&P required for proper completion of work.(labour rates only) NSI Ref No. CSI No. 15.18 (SOR 23-24) |
| 69 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm DSR Code 15.23.1 |
| 70 | Demolishing mud phaska in terracing and disposal of material within 50 metres lead. DSR 15.27 |
| 71 | 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. DSR 15.56 |
| 72 | Disposal of rubbish / debris out side the UPPCL area as per direction of Er/in- charge including cartage, labour and materials, T&P etc. required for proper completion of the work. (No. deduction for voids shall be made). NSI Ref No. CSI No. 20.16 (SOR 23-24) |
| 73 | 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 15 mm nominal dia Pipes DSR Code 18.7.1 |
| 74 | 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) Durashine make with necessary over laps including S/F Galvanized J/V Hook according to purlin with ,nut,washer and bitumen washers etc.including cost of material ,labour T&P etc and special fastener (HT) , nuts & washer provide dia by 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 (20-21) |
| 75 | Dismantling existing plaster including disposal of refuse as directed by the Engineer-I/C within a distance of 60 M. NSI Ref. CSI No. 15.11 (SOR 23-24) |
| 76 | 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 of sand, 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 16.91.2 |
| 77 | Providing (12x15) mm section groove in plaster including all material, labour and T&P etc. required for proper completion of the work. NSI Ref CSI No. 11.16 (SOR 23-24) |
| 78 | 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 16.53 |
| 79 | Providing and laying water proofing treatment on roof/terrace with Dr. Fixit Roof seal coat (white) including preparation of surface with following operation : (a) Cleaning & scrapping of complete roof with hand grinder and opening of all visible cracks in the form of V-notch to be filled with Dr. Fixit crack-x paste and cracks with more than 5mm width to be filled with 10% URP & Cement paste (b) Making of gola at parapet & slab Joint (75mm x 75mm) in size with 1:3 mortar mix. (c) applying priming coat with Dr. Fixit Prim seal primer. @ 0.20 ltr/sqm. (d) laying layer of fiber glass cloth of approved manufacture when priming coat is stil green. (e) Applying two coat of Dr. Fixit Roof seal classic (white) @ 1.00 Ltr/sqm for all two coat, the time gap between two consecutive coats shall be 6 to 8 hours, the entire treatment shall be taken upto 30 cm on parapet wall, one coat Should be applied in one direction and another coat in parpendicular direction to the below coat. The whole surface so treated shall be kept flooded atleast for four days after completion of above treatment process. All of the above operation shall be carried out as per manufacture's Specification and direction of engineer- in charge. NSI |
| 80 | 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.required for proper completion of work. NSI Ref CSI No. 26.35 (SOR 20-21) |
| 81 | Attending Beldar service. DSR 0114 |
| 82 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. DSR 5.30 Please Enable Macros to View BoQ information |
