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| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.Allkinds of soil as per DSR SI No.2.6.1 |
| 2 | 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. Ordinary Rock as per DSR SI No.2.8.1 |
| 3 | Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete. as per DSR SI No.2.25(a) |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per DSR SI No.2.27 |
| 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 derivedfrom natural sources) as per DSR SI No.4.1.8 |
| 6 | 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-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as per DSR SI No.4.2.3 |
| 7 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. PWD CH 8 8.01 |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 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. Concrete of M25 grade with minimum cement content of 330 kg /cum All works above plinth level upto floor V level as per DSR SI No.5.33.1.1 |
| 9 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. as per DSR SI No.5.33.1 |
| 10 | Centering and shuttering including strutting, propping etc and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. as per DSR SI No.5.9.1 |
| 11 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 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. Concrete of M25 grade with minimum cement content of 330 kg /cum All works above plinth level upto floor V level as per DSR SI No.5.33.2.1 |
| 12 | Centering and shuttering including strutting, propping etc.and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. as per DSR SI No.5.9.6 |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. as per DSR SI No.5.9.5 |
| 14 | Centering and shuttering including strutting, propping etc.and removal of form for Suspended floors, roofs, landings, balconies and access platform. as per DSR SI No.5.9.3 |
| 15 | 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. (TMT Bars) Fe-500 as per DSR SI No.5.22.6 |
| 16 | Add for using extra cement in the items of design mix over and above the specified cement content therein. as per DSR SI No.5.35 |
| 17 | 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) as per DSR SI No.6.1.1 |
| 18 | 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 : 4 coarse sand) as per DSR SI No.6.1.2 |
| 19 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in as per DSR SI No.6.4.1 |
| 20 | 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 as per DSR SI No.6.13.2 |
| 21 | Providing and laying damp-proof course 40mm thick with cementconcrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from naturalsources : 4 graded stone aggregate 12.5mm nominal size derived fromnatural sources) as per DSR SI No.4.1 |
| 22 | Providing & applying a coat of residual petroleum bitumen of grade ofVG-10 of approved quality using 1.7kg per square metre on damp proofcourse after cleaning the surface with brushes and finally with apieceof cloth lightly soaked in kerosene oil. as per DSR SI No.4.13 |
| 23 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 6 coarse sand) as per DSR SI No.13.5.1 |
| 24 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) as per DSR SI No.13.5.2 |
| 25 | 12 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand) as per DSR SI No.13.4.2 |
| 26 | 12 mm cement plaster on rough side of single or half brick wall of mix: 1:4(1 cement: 4 coarse sand) as per DSR SI No.13.4.1 |
| 27 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. as per DSR SI No.5.3 |
| 28 | 62 mm thick cement concrete flooring with concrete hardener topping,under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture ’ s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc.complete. as per DSR SI No.11.5 |
| 29 | 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/ sqm including grouting the joints with white cement and matching pigments etc., complete. Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm as per DSR SI No.11.41A.3.1 |
| 30 | 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 @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600 x 600 mm as per DSR SI No.11.46.2 |
| 31 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. as per DSR SI No.4.17 |
| 32 | Cement plaster skirting up to 30 cm height, with cementmortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. as per DSR SI No.40695 |
| 33 | 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. as per DSR SI No.11.37A |
| 34 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. as per DSR SI No.8.31 |
| 35 | Chequered terrazo tiles 22 mm thick with graded marble chips of sizeup to 6 mm in floors, jointed with neat cement slurry mixed with pigmentto match the shade of the tiles, including rubbing and polishing complete,on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : as per DSR SI No.11.20.2 |
| 36 | Providing and fixing angle iron frames for doors, windows and ventilator so f mild steel angle sections of size 35x35x5 mm, joints mitred andwelded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existingT-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steelprimer, all complete as per the direction of Engineer-In-charge as per DSR SI No.10.31 |
| 37 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other,fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C.1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Z Section as per DSR SI No.40483 |
| 38 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L- Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per DSR SI No.10.15.1 |
| 39 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35mm thick(a) Single leaf as per DSR SI No.9.21.1 |
| 40 | Providing and fixing glazing in aluminium door, window, ventilator shuttersand partitions etc. with EPDM rubber / neoprene gasket etc. complete asper the architectural drawings and the directions of engineer-in-charge With float glass panes of 4.0 mm thickness (weight not less than 10 kg/ sqm as per DSR SI No.44256 |
| 41 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @1.67 ltr/10 sqmover and including priming coat of exteriorprimer applied@ 2.20 kg/10 sqm) as per DSR SI No.13.46.1 |
| 42 | Distempering with oil bound washable distemper of approved brandand manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer as per DSR SI No.13.41.1 |
| 43 | Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete. as per DSR SI No.13.8 |
| 44 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick as per DSR SI No.11.13.1 |
| 45 | 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 as per DSR SI No.9.21.1 |
| 46 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). as per DSR SI No.9.53 |
| 47 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding as per DSR SI No.9.48.1 b) |
| 48 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)( Z section windows) as per DSR SI No.10.11.1 c) |
| 49 | Providing and fixing ISI marked oxidised M.S. Sliding boltblack finish, (Barrel type) with necessary screws etc. complete : 300X16MM as per DSR SI No.9.62.1 |
| 50 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 250x10 mm as per DSR SI No.9.62.2 |
| 51 | Providing and fixing ISI marked oxidised M.S. tower boltblack finish, (Barrel type) with necessary screws etc. complete : 300X10MM as per DSR SI No.9.63.1 |
| 52 | Providing and fixing ISI marked oxidised M.S. tower boltblack finish, (Barrel type) with necessary screws etc. complete : 200X10MM as per DSR SI No.9.63.2 |
| 53 | Providing and fixing ISI marked oxidised M.S. handles 125MM as per DSR SI No.9.66.1 |
| 54 | Painting with synthetic enamel paint of approved brand and manufactureof required colour to give an even shade : Two or more coats on new work over an under coat of suitableshade with ordinary paint of approved brand andmanufacture as per DSR SI No.13.62.1 |
| 55 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T- iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. as per DSR SI No.10.3' |
| 56 | 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 andM.S. top cover of required thicknessn for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover as per DSR SI No.40330 |
| 57 | Providing and fixing ball bearing for rolling shutters. as per DSR SI No.10.7' |
| 58 | Steel work in built up tubular ( round, square or rectanglar hollow tubes etc. ) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. as per DSR SI No.10.16.1 |
| 59 | Providing and fixing percolated galvanized iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge)0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer- in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shapewherever required. as per DSR SI No.12.5 |
| 60 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Gutter (600 mm over all girth) as per DSR SI No.12.51.6 |
| 61 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 -600mm) as per DSR SI No.12.51.1 |
| 62 | Kota stone slab flooring over 20 mm (average) thick base laid over andjointed with grey cement slurry mixed with pigment to match the shadeof the slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1cement : 4 coarse sand) as per DSR SI No.11.26.1 |
| 63 | 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. as per DSR SI No.11.27 |
| 64 | 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/ sqm including grouting the joints with white cement and matching pigments etc., complete. anti skid 600x600 mm as per DSR SI No.11.41.2 |
| 65 | 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 as per DSR SI No.11.46.2 |
| 66 | 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 : as per DSR SI No.13.41.1 |
| 67 | Finishing walls with textured exterior paint of required shade 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 as per DSR SI No.13.45.1 |
| 68 | 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. as per DSR SI No.13.8 |
| 69 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. as per DSR SI No.14.34 |
| 70 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). as per DSR SI No.13.47.1 |
| 71 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes as per DSR SI No.10.30.1 |
| 72 | 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 as per DSR SI No.13.48.3 |
| 73 | 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 manufacture as per DSR SI No.13.48.2 |
| 74 | Applying priming coat With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood as per DSR SI No.13.50.2+13.62.1 |
| 75 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes as per DSR SI No.10.30..1 |
| 76 | 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: (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. as per DSR SI No.22.7.1 |
| 77 | Fe 500 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fasts, tie, rods, grating etc. ( when not included in an over all rates ) wrought to required form, including supply of steel bolts,nuts and wastage etc and their fixing required for proper completion of the work. M.S or iron work in Door/Window/Ventilator as per DSR SI No.10.25.1 |
| 78 | Fabrication of Z section fixed / Open able steel windows including necessary steel fitting such as handles stay etc. as per DSR SI No.10.26.1 |
| 79 | Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. as per DSR SI No.13.76 |
| 80 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). as per DSR SI No.11.3.1*25/40 |
| 81 | Wiring points for light with 1.5 sqmm. FRLSH PVC insulated multistrand single core copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm. FR PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. as per DSR 2022 1.10.3 |
| 82 | Power plug wiring in PVC conduit (2 x 4 Sq.Mm.) :-Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. as per DSR 2022 1.12 |
| 83 | Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. as per DSR 2022 1.13 |
| 84 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. as per DSR 2022 1.21.1 |
| 85 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required as per S.I.No.1.14.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire as per DSR 2022 1.14.1 |
| 86 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire as per DSR 2022 1.14.2 |
| 87 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required as per S.I.No.1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire as per DSR 2022 1.14.3 |
| 88 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required as per S.I.No.1.14.3 2 X 6 sq. mm + 1 X6sq. mm earth wire as per DSR 2022 1.14.4 |
| 89 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required as per S.I.No.1.14.3 2 X 10 sq. mm + 1 X6sq. mm earth wire as per DSR 2022 1.14.5 |
| 90 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required as per S.I.No.1.14.3 2 X 16 sq. mm + 1 X6sq. mm earth wire as per DSR 2022 1.14.6 |
| 91 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required as per S.I.No.1.14.1 4 X 6 sq. mm + 2 X 6 sq. mm earth wire as per DSR 2022 1.14.9 |
| 92 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required as per S.I.No.1.14.1 4 X10sq. mm + 2 X 6 sq. mm earth wire as per DSR 2022 1.14.10 |
| 93 | 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 steel 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 as per DSR 2022 1.3.3 |
| 94 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. as per DSR 2022 1.25 |
| 95 | Supplying and fixing metal box of 150 mm X 75 mm X 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required. as per DSR 2022 1.29 |
| 96 | Supplying and fixing metal box of 180 mm X 100 mm X 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 A & 15/16 A socket outlet and 15/16 A piano type switch, connections, painting etc. as required. as per DSR 2022 1.3 |
| 97 | Supplying and fixing 20 amps, 240 volts, SPN, industrial type socket outlet, with 2 poles and earth metal enclosed plug top along with 20 amps. \\"C\\" curve, SP MCB in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet, and complete with connections, testing and commissioning etc. as required. as per DSR 2022 2.18 |
| 98 | Supply and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. as per DSR 2022 1.25 |
| 99 | Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. as per DSR 2022 1.26 |
| 100 | Supply and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required :20mm as per DSR 2022 1.21.1 |
| 101 | Supply and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required :25mm as per DSR 2022 1.21.2 |
| 102 | Supply and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required :32mm as per DSR 2022 1.21.3 |
| 103 | Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C' series, miniature circuit breaker (MCB)suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single Pole as per DSR 2022 2.10.1 |
| 104 | Supplying & fixing single pole, blanking plate in the existing MCB DB complete etc. as required. as per DSR 2022 2.11 |
| 105 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. 40 Amps as per DSR 2022 2.12.1 |
| 106 | Supplying and fixing following way, SP&N, sheet steel, MCB distribution board, 240 V on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB / RCCB / Isolator) 6 way, Double Door as per DSR 2022 2.3.1 |
| 107 | Earthing with GI earth plate 600mm x 600 mm x 6mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc, with charcoal/ coke and salt as required. as per DSR 2022 5.4 |
| 108 | Supplying and laying 25 mm x 5 mm. G.I. strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) as per DSR 2022 5.9 |
| 109 | Providing and fixing 25 mm x 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. as per DSR 2022 5.11 |
| 110 | Providing and fixing 25 mm x 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. as per DSR 2022 5.15 |
| 111 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. as per DSR 2022 5.16 |
| 112 | Providing and fixing M.V. danger notice plate of 200mmx150mm made of mild steel, atleast 2mm thick and vitreous enamelled white on both sides and with inscription single red colour on FRLSont side as required. as per DSR 2022 2.21 |
| 113 | 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. as per DSR Civil SI No.10.18 |
| 114 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections butexcluding modular plate etc. as required. 5/6 A switch as per DSR 2022 1.24.1 |
| 115 | 3 pin 5/6 A socket outlet as per DSR 2022 1.24.4 |
| 116 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1 or 2 Module (75mmX75mm) as per DSR 2022 1.27.1 |
| 117 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. as per DSR 2022 1.31 |
| 118 | Installation, testing and commissioning of ceiling fan including wiring the down rod of standard length (upto 30 cm.) with 1.5 sq. mm. FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. as per DSR 2022 1.45 |
| 119 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required Upto 450mm sweep as per DSR 2022 1.50.1 |
| 120 | Supply of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect. CAT AAA as per PWD SOR(E)1413 |
| 121 | Supplying of Heavy duty capacitor start single phase ISI marked 300 mm dia Single Phase Industrial duty (Propeller Type Exhaust Ventilating Fans) 4 pole 1500 rpm exhaust fan having power consumption of 100 w or below and airflow of 6800 CMH and noise level below 65 dB but without regulator complete with louver, bird screen etc. and with 3 core flexible wire lead as required. App. By S.E. Bareilly (Letter No. 157 Dt 01.05.2023) |
| 122 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 16 sq.mm 4 core as per PWD SI No.501(i) |
| 123 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.35 sq.mm 3 -1/2 core as per PWD SI No.501 (k ) |
| 124 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 16 sq. mm 4 core as per DSR 2022 9.1.33 |
| 125 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 3½ X 35 sq. mm (35mm) as per DSR 2022 9.1.21 |
| 126 | Erection and testing of ceiling fan and regulator for room height upto 3.5 m including supply of 3 mm thick G.I. pipe 19 mm dia. Duly painted, complete in all respect. as per.PWD SOR(E) 2018 SI NO-1116 |
| 127 | S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16 SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work as per.PWD SOR(E) 2018 SI NO-1149 |
| 128 | Supply fixing of electronic fan regulator 120-280 V. ISI marked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in chargeof work. as per.PWD SOR(E) 2018 SI NO-1203C |
| 129 | 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) as per DSR 2022 2.4.2 |
| 130 | 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. as per DSR 2022 2.10.2 |
| 131 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.. S&F of 63 Amp. 4 Pole Isolator (CAT A) as per DSR 2022 2.15.2 |
| 132 | S&F of 6 Amp. to 32 Amp. DP MCB (10 KA) C Curve as per.PWD SOR(E) 2018 SI NO-1009 |
| 133 | S&F of 6 Amp to 32 Amp. MCB (10 KA) C Curve as per.PWD SOR(E) 2018 SI NO-1002 |
| 134 | S&F single pole MCB blanking plate.(CAT B) as per.PWD SOR(E) 2018 SI NO-1034 B |
| 135 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. as per DSR SI No.5.4 |
| 136 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) as per DSR SI No.5.9 |
| 137 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. as per DSR SI No.5.12 |
| 138 | Incoming 400 Amp. MCCB-1 Nos. Outgoing 200 Amp. MCCB-1 No Rising Main as per.PWD SOR(E) 2018 SI NO-813 C |
| 139 | Supply and fixing 400 Amp TPN sandwich aluminium bus bar trunking complete suitable for IP 54 protection with top end cover plate of 1.6 mm thik G.I. sheet with suitable arrangement for fixing etc complete in all respect. as per.PWD SOR(E) 2018 SI NO-921 |
| 140 | Supply and fixing of Tape off box 125 Amp to 200 Amp TPN for sandwitch aluminium bus bar trunking complete in allrespect. as per.PWD SOR(E) 2018 SI NO-930 |
| 141 | S&F of 400 Amp. four pole change over switch on 50mm x 50mm x 6mm angle iron frame, including the cost of labour, T&P, painting andother material required for proper completion of the work as perdirection and satisfaction of Engineer in charge. as per.PWD SOR(E) 2018 SI NO-381 |
| 142 | Supply and laying of 1800mm x 900mm x 12mm thickchequered rubber matting of tested quality. as per.PWD SOR(E) 2018 SI NO-1136 |
| 143 | Supply and fixing of danger board fabricated from 10 gaugeM.S. sheet as per I.E.rules. as per.PWD SOR(E) 2018 SI NO-1109 |
| 144 | Supply and laying of aluminium conductor, PVC insulated armoured, served, sheeted cable 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand alround and protected with burnt bricks on sides and top on surface the cable run shall be fixed on M.S. clamps etc of suitable size or as directed by the Engineer- In charge, complete in all respect. the armouring of the cable shall be properly connected with the earth condutor by clamps etc. as per.PWD SOR(E) 2018 SI NO-501 N |
| 145 | Supply and laying of aluminium conductor, PVC insulated armoured, served, sheeted cable 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand alround and protected with burnt bricks on sides and top on surface the cable run shall be fixed on M.S. clamps etc of suitable size or as directed by the Engineer- In charge, complete in all respect. the armouring of the cable shall be properly connected with the earth condutor by clamps etc. as per.PWD SOR(E) 2018 SI NO-501 P |
| 146 | Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheated, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per direction of Engineer in Charge 95sq. mm 3-1/2 core as per.PWD SOR(E) 2018 SI NO-503N |
| 147 | Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheated, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per direction of Engineer in Charge 150sq. mm 3-1/2 core as per.PWD SOR(E) 2018 SI NO-503 P |
| 148 | Supply and fixing of plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respects as per direction of the Engineer in Charge. as per.PWD SOR(E) 2018 SI NO-504 I |
| 149 | Supply and fixing of plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respects as per direction of the Engineer in Charge. as per.PWD SOR(E) 2018 SI NO-504 K |
| 150 | Supply of ceiling fans BEE 5 Star rated-1200mm sweep with fan motor of A.C permanent insulation,capacitor rating confirming BEE 5 star rating and IS:374/79 and also comply with IS:1709/1984 with latest amendment. The rated voltge 220/240 volts, 50Hz, 1-ph AC the fan assemble should consists of down rod blades, shackle canopies etc and with double ball bearing system. as per.DSR -19.1 |
| 151 | Earthwork in excavation in ordinary soil , loam, clay or sand including lift upto 1.5m & upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches into the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. required for proper completion of the work (rate as per PWD bly circle. Sor dt. 15-04-2025) as per.PWD S.I.NO.251 |
| 152 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required sloe and compecting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 as per.MORD 301.5 |
| 153 | Cement concrete wit 4cm gauge approved brick,ballast ,approved coarse sand and cement in the proporation of 1:6:12 including supply of all materials, labour and T&P etc.required for proper completion of the work (rate as per PWD bly circle. Sor dt. 15-04-2025) as per.PWD S.I.NO.273 |
| 154 | Providing and laying spreading Material (Mix in place) on a prepare grading mixing in place with rotavator and compacting with the road roller at OMC achieve the desire unconfied compressive strength and to form a material,complete as per Technical Specification Clause 401 (A).GSB as per.MORD. 401 |
| 155 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 4.7-405(3)G-3 as per.MORD 405 |
| 156 | First Class Brick work in 1:4 cement and coarse sand mortar in foundation complete including supply of all materials, labour and T&P etc.required for proper completion of the work.(rate as per PWD bly circle. Sor dt. 15-04-2025) as per.PWD S.I.NO.305 |
| 157 | Cement concrete wit 2cm gauge approved stone,ballast ,approved coarse sand and cement in the proporation of 1:2:4 including supply of all materials, labour and T&P etc.required for proper completion of the work (rate as per PWD bly circle. Sor dt. 15-04-2025) as per.PWD S.I.NO.279 (i) |
| 158 | Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete including supply of all materials, labour and T&P etc. required for proper completion of the works. as per.DSR 4.1.3 |
| 159 | Construction of Un reinforced dowel jointed at expension and construction joint only,plain cement concrete pavement thickness as per design over aprepared sub base with 43 grade cement M 30 grade coarse and fine agg conforming to IS 383 max size of coarse agg not exceeding 25 mm mixed in a concretemixer of not less then 0.2 cum capacity and appropriate way batcher using approved mix design , laid in approved fixed side foam work (steel channel), laying and fixing of 125 micron thick polythene , wages, steel plate including levelling foam work as per drawing , spreading concrete with showels , rakes, compacted using needle , plate vibrator and finished in continious operation including provision of contraction and expension , construction joints , primer sealent , dowel bars for 14 days curing compound and water finishing to lines and grade as per drawing and tech specification clause1501. as per.MORD. 1500 |
| 160 | Providing&fixing GE plastic 600mm dia turbo vents of approved make and laying in position as per drawing or per directed by engineer in charge App. By S.E. Bareilly (Letter No. 157 Dt 01.05.2023) |
| 161 | COST OF WATER COOLERS (6NOS) App. By S.E. Bareilly (Letter No. 238 Dt 22.05.2025) |
| 162 | Providing&fixing on wall face unplasticised Rigid PVC rain water pipes conorming to IS: 13592 Type A including joints with seal ring conorming to IS: 5382 leaving 10 mm gap for thrmal expantion (i) Single soketed pipes.A0 110mm diameter as per DSR SI No.12.41.1 |
| 163 | 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: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests flush pipe and overflow arrangement. as per DSR SI No.17.1.1 |
| 164 | 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 wallswherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap as per DSR SI No.17.7.4 |
| 165 | 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 : Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern as per DSR SI No.17.4.2 |
| 166 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe (a) 32 mm dia as per DSR SI No.17.28.1.1 |
| 167 | Providing and fixing soil, waste and vent pipes : a) Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 as per DSR SI No.17.35.1.2 |
| 168 | b)Centrifugally cast (spun) iron socketed pipe as per IS: 3989 as per DSR SI No.17.35.2.2 |
| 169 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : a) 100 MM as per DSR SI No.17.58.1 |
| 170 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : b) 75 MM as per DSR SI No.17.58.2 |
| 171 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost ofcutting and making good the walls and floors : a)100 mm inlet and 75 mm outlet as per DSR SI No.17.60.2.1 |
| 172 | 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. as per DSR SI No.17.31 |
| 173 | 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. 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. as per DSR SI No.17.73.2 |
| 174 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and includingcement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 100 mm dia pipe as per DSR SI No.17.37.1 |
| 175 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and includingcement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 100 mm dia pipe as per DSR SI No.17.37.2 |
| 176 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete . a) 100x100x100 mm as per DSR SI No.17.43.1.2 |
| 177 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete . b) 75x75x75 mm as per DSR SI No.17.43.2.2 |
| 178 | Providing and fixing collar : a) 100x100x100 mm dia S&S as per DSR SI No.17.56.1.2 |
| 179 | Providing and fixing collar : b) 75x75x75 mm dia S&S as per DSR SI No.17.56.2.2 |
| 180 | Providing and fixing plain bend of required degree. a) 100 mm dia as per DSR SI No.17.39.1.2 |
| 181 | Providing and fixing plain bend of required degree. a) 100 mm dia as per DSR SI No.17.39.2.2 |
| 182 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. as per DSR SI No.17.71 |
| 183 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps,i/c cutting and making good the walls etc. a) 15 mm dia nominal bore as per DSR SI No.18.10.1 |
| 184 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps,i/c cutting and making good the walls etc. b) 20 mm dia nominal bore as per DSR SI No.18.10.2 |
| 185 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. a) 20 mm dia nominal bore as per DSR SI No.18.12.2 |
| 186 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. b) 25 mm dia nominal bore as per DSR SI No.18.12.3 |
| 187 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. c) 32 mm dia nominal bore as per DSR SI No.18.12.4 |
| 188 | Providing and fixing C.P. brass bib cock of approved quality conforming. as per DSR SI No.18.49 |
| 189 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. as per DSR SI No.18.5 |
| 190 | Providing and fixing ball valve (brass) of approved quality, High or lowpressure, with plastic floats complete : a) 15 mm nominal bore as per DSR SI No.18.18.1 |
| 191 | Providing and fixing ball valve (brass) of approved quality, High or lowpressure, with plastic floats complete : b) 25 mm nominal bore as per DSR SI No.18.18.3 |
| 192 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15mm nominal bore as per DSR SI No.18.53.1 |
| 193 | Providing and fixing uplasticised PVC connection pipe with brass unions : a) 45 cm length 15 mm nominal bore as per DSR SI No.18.21.2.1 |
| 194 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : a) 25 to 40 mm nominal bore as per DSR SI No.18.13.1 |
| 195 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : a) 15 mm nominal bore as per DSR SI No.18.46.1 |
| 196 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : b) 20 mm nominal bore as per DSR SI No.18.46.2 |
| 197 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : c) 25 mm nominal bore as per DSR SI No.18.46.3 |
| 198 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : d) 32 mm nominal bore as per DSR SI No.18.46.4 |
| 199 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depthupto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, includingconsolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : a) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia as per DSR SI No.2.10.1.2 |
| 200 | Providing , laying PVC PIPE including joining with sealent etc. complete. a) 100 mm diameter as per DSR SI No.19.1.1 |
| 201 | Providing , laying PVC PIPE including joining with sealent etc. complete. b) 150 mm diameter as per DSR SI No.19.2.2 |
| 202 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-roundS.W. pipes including bed concrete as per standard design : a)100 mm diameter S.W. pipe as per DSR SI No.19.2.1 |
| 203 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-roundS.W. pipes including bed concrete as per standard design : b)150 mm diameter S.W. pipe as per DSR SI No.19.2.2 |
| 204 | onstructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mmnominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) as per DSR SI No.19.7.1 |
| 205 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 2000 Ltrs capacity 02 Nos as per DSR SI No.18.48 |
| 206 | Extra for depth for manholes as per DSR SI No.18.8.1.1 Please Enable Macros to View BoQ information |
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