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| Sl. No. | Item Description |
| 1 | Clearing jungle including uprooting of rank vegatations grass, bush, wood trees and saplings of girth upto 30cm. Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared., SCH. NO. DSR 2.31 |
| 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m., SCH. NO. DSR 2.8.1 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete., SCH. NO. DSR 2.27 |
| 4 | 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) : 8 graded stone aggregate 40 mm nominal size), SCH. NO. DSR 4.1.8 |
| 5 | 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) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 2.35.31 , SCH. NO. DSR 2.35.31 |
| 6 | 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 , SCH. NO. 5.33.1.1 |
| 7 | 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 , SCH. NO. 5.33.1.1 |
| 8 | Add for using extra cement in the items of design mix over and above the specified cement content therein., SCH. NO. DSR 5.35 |
| 9 | 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), SCH. NO. 6.1.2 |
| 10 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil., SCH. NO. 4.13 |
| 11 | 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., SCH. NO. 5.22.6 |
| 12 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand), SCH. NO. 13.5.1 |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete., SCH. NO. 5.9.1 |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns,Pillars, Piers, Abutments, Posts and Struts., SCH. NO. 5.9.6 |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Lintels, beams, plinth beams, girders, bressumers and cantilevers., SCH. NO. 5.9.5 |
| 17 | ABOVE PLINTH |
| 18 | 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 above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum (FOR LINTLE BAND), SCH. NO. DSR 5.33.2.1 |
| 19 | 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 above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum (FOR SLAB), SCH. NO. DSR 5.33.2.1 |
| 20 | 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 above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum (FOR BEAM), SCH. NO. DSR 5.33.2.1 |
| 21 | 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 above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum (FOR COLUMN), SCH. NO. DSR 5.33.2.1 |
| 22 | Add for using extra cement in the items of design mix over and above the specified cement content therein., SCH. NO. DSR 5.35 |
| 23 | 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), SCH. NO. DSR 6.4.2 |
| 24 | Brick work with common burnt clay (non modular) bricks of class designation 150 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), SCH. NO. DSR 6.13.2 |
| 25 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, erraces 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. |
| 26 | (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 Engineerin-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 Engineerin- 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., SCH. NO. DSR 22.7.1 |
| 27 | 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 teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws., SCH. NO. DSR 9.21.1 |
| 28 | (b) Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured)., SCH. NO. DSR 9.21.1+9.26 |
| 29 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of doorshutter to be measured)., SCH. NO. DSR 9.23 |
| 30 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood, SCH. NO. DSR 9.1.1 |
| 31 | 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), SCH. NO. 10.15.1 |
| 32 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works, SCH. NO. DSR 10.25.2 |
| 33 | Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Areaof window above 1.75 sqm)., SCH. NO. DSR 9.147.B3.1 |
| 34 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 10.30. 2. 5.0 mm thick glass panes, SCH. NO. DSR 10.30.1 |
| 35 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading, SCH. NO. DSR 9.7.8 |
| 36 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with 1SI marked M.S. pressed butt hinges bright finished of required size with necessary screws.Second class teak wood9.9.1.1 35 mm thick, SCH. NO. DSR 9.9.1.1 |
| 37 | Fixing of Door, windows/ ventilators chaukhats in position. |
| 38 | Doors chaukhats, SCH. NO. DSR 14.2.1 |
| 39 | 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, SCH. NO. DSR 5.22.6 |
| 40 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) , SCH. NO. DSR 13.4.2 |
| 41 | 15 mm cement plaster in cement plaster of mix : 1:6 (1 cement: 6 coarse sand) , SCH. NO. DSR 13.5.2 |
| 42 | 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., SCH. NO. DSR 13.76 |
| 43 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections., SCH. NO. DSR 5.30 |
| 44 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal sizelaid in onelayer neat cement (40 mm thick floor). , SCH. NO. DSR 11.3.1 |
| 45 | 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 1S: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 the joints 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.Double charge vitrified tile polished finish of size. Size of Tile 1000x1000 mm, SCH. NO. DSR 11.41A.1.5 |
| 46 | Providing and laying vitrified tiles in flooring or skirting 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 1:3 (1 cement : 3 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 1000x1000 mm, SCH. NO. DSR 11.46.4 |
| 47 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 1000x1000 mm, SCH. NO. DSR 11.48.4 |
| 48 | 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), SCH. NO. DSR 11.26.1 |
| 49 | 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 omplete., SCH. NO. DSR 11.27 |
| 50 | 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 @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete., SCH. NO. DSR 11.37 |
| 51 | 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., SCH. NO. DSR 8.31 |
| 52 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. (Area of slab upto 0.50 sqm), SCH. NO. DSR 8.2.2.1 |
| 53 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent, SCH. NO. DSR 11.56.1 |
| 54 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. On steel work complete., SCH. NO. DSR 13.52.1 |
| 55 | Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos.2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.), SCH. NO. DSR 13.116 |
| 56 | French spirit polishing :Two or more coats on new works including a coat of wood filler, SCH. NO. D.S.R.-13.68.1 |
| 57 | 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), SCH. NO. 13.47.1 |
| 58 | 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. (Ceiling & inner), SCH. NO. DSR 13.41.1 |
| 59 | Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (for ceiling surface), SCH. NO. DSR 13.41.1 |
| 60 | 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., SCH. NO. DSR 13.80 |
| 61 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) (300x16mm), SCH. NO. DSR 9.62.1 |
| 62 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) (250x10mm), SCH. NO. DSR 9.63.1 |
| 63 | Providing and fixing ISI marked oxidised M.S. handles conforming to 1S:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) 125mm), SCH. NO. DSR 9.66.1 |
| 64 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete., SCH. NO. DSR 14.34 |
| 65 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete., SCH. NO. DSR 9.83 |
| 66 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 67 | (a) For vertical surface two coats @ 0.70 kg per sqm, SCH. NO. DSR 22.23.1 |
| 68 | (b) For horizontal surface one coat @1.10 kg per sqm., SCH. NO. DSR 22.23.2 |
| 69 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge., SCH. NO. DSR 10.28 |
| 70 | Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing ‘C’ wall angle of size 20x30x20 mm made of 0.5 mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300 mm center to centre, suspending the main C carrier of size 10x38x10 mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm and C carrier suspension clip and main carrier bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm and width of 34 mm made of GI steel 0.45 mm thick is then fixed to the main C carrier and in direction perpendicular to it at 600 mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive), fixing with clip in tiles into spring ‘T’ with : D.S.R. 12.54.2, SCH. NO. DSR -12.54.2 |
| 71 | Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 25 mm dia, SCH. NO. DSR 9.46.3 |
| 72 | Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height alongthe parapet walls in the same manner., SCH. NO. DSR 12.55 |
| 73 | Chequered terrazo tiles 20 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 25 mm thick bed of cement mortar 1:1:1 (1 lime putty :1 surkhi :1 coarse sand)., SCH. NO. 11.20.1 |
| 74 | Providing and fixing in position collapsible steel shutters with channels 20x10x2 mm and braced with flat iron diagonals 20x5 mmverticalsize, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm diasteel pulleys, complete with bolts, nuts, locking arrangement, stoppers,handles, including applying a priming coat of approved steel primer., SCH. NO. DSR 10.3 |
| 75 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 76 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform., SCH. NO. DSR 5.9.3 |
| 77 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers., SCH. NO. DSR 5.9.5 |
| 78 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns,Pillars, Piers, Abutments, Posts and Struts., SCH. NO. DSR 5.9.6 |
| 79 | SURFACE DRAIN ALONG APRON |
| 80 | Excavation of Foundation-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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR-2.8.1, SCH. NO. DSR-2.8.1 |
| 81 | PCCProviding 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) : 8 graded stone aggregate 40 mm nominal size) (DSR-4.1.8), SCH. NO. (DSR-4.1.8) |
| 82 | 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 -6.1.1), SCH. NO. (DSR -6.1.1) |
| 83 | 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 11.3.1, SCH. NO. DSR 11.3.1 |
| 84 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) (DSR-13.5.1), SCH. NO. (DSR-13.5.1) |
| 85 | INTERNAL WATER SUPPLY SANITATION |
| 86 | Providing and fixing water closet squatting pan ( Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Parryware/ Hindware/ Seabird/Orient (Coral) 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 580x440mm with integral type foot rests , SCH. NO. 17.1.1 |
| 87 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : , SCH. NO. 17.3 |
| 88 | W.C. pan with ISI marked black solid plastic seat and lid , SCH. NO. 17.3.1 |
| 89 | Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required. a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps, SCH. NO. 17.7.1 |
| 90 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia , SCH. NO. 17.28.1.1 |
| 91 | Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. , SCH. NO. 17.31 |
| 92 | Providing and fixing white vitreous china flat back half stall urinal of size 580*380*350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in D.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required: |
| 93 | Range of Single half stall urinals with 5 litre PV.C. automatic flushing cistern., SCH. NO. 17.5.1 |
| 94 | Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth., SCH. NO. 8.1 |
| 95 | Granite Stone of approved shade, SCH. NO. 8.10.2 |
| 96 | Providing and fixing PTMT Bottle Trap for Wash basin and sink, SCH. NO. 17.7 |
| 97 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms, SCH. NO. 17.70.2 |
| 98 | 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., SCH. NO. 17.71 |
| 99 | 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., SCH. NO. 17.73.2 |
| 100 | CP Brass fittings |
| 101 | Providing and fixing unplasticised PVC connection pipe with brass unions 45 cm length 15 mm nominal bore , SCH. NO. 18.21.2.1 |
| 102 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931, SCH. NO. 18.49 |
| 103 | a) 15 mm nominal bore, SCH. NO. 18.49.1 |
| 104 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms., SCH. NO. 18.51 |
| 105 | a) 15 mm nominal bore, SCH. NO. 18.51.1 |
| 106 | Providing and fixing C.P. brass shower rose with 15 or 20mm inlet, SCH. NO. 18.22 |
| 107 | 100 mm diameter , SCH. NO. 18.22.1 |
| 108 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: |
| 109 | 15mm nominal bore, SCH. NO. 18.52.1 |
| 110 | PVC PIPES & FITTINGS AND RAIN WATER PIPES |
| 111 | Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete., SCH. NO. 12.43 |
| 112 | 110mm, SCH. NO. 12.43.2 |
| 113 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground), SCH. NO. DSR no.19.2.1 |
| 114 | 100 /90 mm dia |
| 115 | Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. (i) Single socketed pipes. 110 mm diameter , SCH. NO. 12.41.2 |
| 116 | Providing and fixing on wall face unplasticised PVC moulded fittings/acces.ies for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. , SCH. NO. 12.42 |
| 117 | Bend 87.5 degree, SCH. NO. 12.42.5.2 |
| 118 | 110 mm Bend, SCH. NO. 12.42.5.2 |
| 119 | Shoe (Plain), SCH. NO. 12.42.6 |
| 120 | 110 mm Shoe, SCH. NO. 12.42.6.2 |
| 121 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. , SCH. NO. 12.44 |
| 122 | Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. , SCH. NO. 12.43 |
| 123 | 110 mm , SCH. NO. 12.43.2 |
| 124 | INTERNAL & EXTERNAL WATER SUPPLY WORKS |
| 125 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. |
| 126 | 20mm dia nominal outer dia pipes, SCH. NO. 18.8.2 |
| 127 | 25mm dia nominal outer dia pipes , SCH. NO. 18.8.3 |
| 128 | External work |
| 129 | 40mm dia nominal outer dia pipes , SCH. NO. 18.9.5 |
| 130 | Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work). |
| 131 | 40mm dia nominal bore, SCH. NO. 18.46.5 |
| 132 | Providing and fixing gun metal gate valve with wheel of approved quality., SCH. NO. 18.17 |
| 133 | 25mm dia nominal bore, SCH. NO. 18.17.1 |
| 134 | 32mm dia nominal bore, SCH. NO. 18.17.2 |
| 135 | 40mm dia nominal bore, SCH. NO. 18.17.3 |
| 136 | 50mm dia nominal bore, SCH. NO. 18.17.4 |
| 137 | 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 :, SCH. NO. 18.13 |
| 138 | 25 to 40 mm nominal bore, SCH. NO. 18.13.1 |
| 139 | 50 to 80 mm nominal bore, SCH. NO. 18.13.2 |
| 140 | Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Capcity in Per Liters]., SCH. NO. 18.48 |
| 141 | SEWERAGE SYSTEM |
| 142 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m., SCH. NO. 2.1 |
| 143 | All kinds of soil, SCH. NO. 2.10.1 |
| 144 | Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm., SCH. NO. 2.10.1.2 |
| 145 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100mm diameter, SCH. NO. 19.1.1 |
| 146 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all round S.W. pipes including bed concrete as per standard design 100mm dia SW pipe, SCH. NO. 19.2.1 |
| 147 | Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. 150 mm. dia. RCC Pipes , SCH. NO. 19.6.2 |
| 148 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design, SCH. NO. 19.3 |
| 149 | 150 mm. dia. S.W. Pipes, SCH. NO. 19.3.2 |
| 150 | EXTERNAL PLUMBING SERVICES |
| 151 | Excavating trenches in all kind of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. |
| 152 | up to 1.50 m depth |
| 153 | Pipes 80 mm to 300 mm diameter, SCH. NO. 2.10.1.2 |
| 154 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 155 | a) 150mm diameter, SCH. NO. 19.6.2 |
| 156 | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all around S.W. Pipes including bed concrete as per standard design. |
| 157 | 150 mm diameter S.W.Pipe, SCH. NO. 19.2.2 |
| 158 | Constructing 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 mm nominal 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 : 3 coarse 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 : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 159 | Inside size 90 x 80 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)., SCH. NO. 19.7.1.1 |
| 160 | Extra for depth for manhole with F.P.S. bricks |
| 161 | size 90 X 80 cm , SCH. NO. 19.8.1.1 |
| 162 | Providing M.S. foot rests including fixing in manholes with 20*20*10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : with 20 x 20 mm square bar. , SCH. NO. 19.15.1 |
| 163 | Making connection of sewer/drain line with existing manhole including breaking into & making good the wall, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1 : 3 (1cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. |
| 164 | For pipes 100 to 230 mm diameter, SCH. NO. 19.21.1 |
| 165 | External Water Supply System |
| 166 | Providing, fixing G.I. pipes complete with all required G.I. fittings including trenching and refilling etc. (external work) |
| 167 | 32 mm. dia nominal bore, SCH. NO. 18.12.4 |
| 168 | 50 mm. dia nominal bore , SCH. NO. 18.12.6 |
| 169 | Providing and filling sand of grading zone V or coarser grade all around the G.I. pipes in external work. |
| 170 | 32 mm. Diameter pipe, SCH. NO. 18.41.4 |
| 171 | 50 mm. Diameter pipe, SCH. NO. 18.41.6 |
| 172 | Providing & fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) |
| 173 | 32 mm nominal bore , SCH. NO. 18.17.2 |
| 174 | 50 mm nominal bore, SCH. NO. 18.17.4 |
| 175 | 65 mm nominal bore, SCH. NO. 18.17.5 |
| 176 | Constructing brick masonry chamber 600 x 600 x 750 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 : 3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, SCH. NO. 18.33.1 |
| 177 | Making connection of G.I. distribution branch with G.I. mains of following size by providing and fixing Tee, including cutting and threading the pipe etc. complete. |
| 178 | 25 to 40 mm. Nominal bore, SCH. NO. 18.13.1 |
| 179 | 50 to 80 mm. Nominal bore, SCH. NO. 18.13.2 |
| 180 | INTERNAL ELECTRIFICATION WORK |
| 181 | SUB HEAD (I) :- INTERNAL WIRING |
| 182 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cablein 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 A, SCH. NO. 1.10.3 |
| 183 | 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., SCH. NO. 1.12 |
| 184 | Power plug wiring in PVC conduit (4x4 sq.mm.) |
| 185 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required., SCH. NO. 1.14 |
| 186 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire, SCH. NO. 1.14.1 |
| 187 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire, SCH. NO. 1.14.2 |
| 188 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire, SCH. NO. 1.14.3 |
| 189 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire, SCH. NO. 1.14.4 |
| 190 | 2 X 10 sq. mm + 1 X 6 sq. mm earth wire, SCH. NO. 1.14.5 |
| 191 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required., SCH. NO. 1.17 |
| 192 | 3 X 1.5 sq. mm , SCH. NO. 1.17.3 |
| 193 | Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required., SCH. NO. 1.22 |
| 194 | 250 mm X 300 mm X 60 mm deep, SCH. NO. 1.22.15 |
| 195 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., SCH. NO. 1.24 |
| 196 | 5/6 A switch, SCH. NO. 1.24.1 |
| 197 | 15/16 A switch, SCH. NO. 1.24.3 |
| 198 | 3 pin 5/6 A socket outlet, SCH. NO. 1.24.4 |
| 199 | 6 pin 15/16 A socket outlet, SCH. NO. 1.24.5 |
| 200 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required., SCH. NO. 1.26 |
| 201 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.12 Module (200mmX150mm), SCH. NO. 1.27.6 |
| 202 | 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., SCH. NO. 1.31 |
| 203 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required., SCH. NO. 1.32 |
| 204 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required., SCH. NO. 1.33 |
| 205 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curve including connections, painting etc. as required., SCH. NO. 1.57 |
| 206 | Supplying and fixing PVC batten/ angle holder including connections etc. as required., SCH. NO. 1.58 |
| 207 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A 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, SCH. NO. 2.5.1 |
| 208 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"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, SCH. NO. 2.10.1 |
| 209 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required., SCH. NO. 2.11 |
| 210 | Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required., SCH. NO. 2.21 |
| 211 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required., SCH. NO. 5.15 |
| 212 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required., SCH. NO. 10.1 |
| 213 | Above 35 sq. mm and upto 95 sq. mm, SCH. NO. 10.1.2 |
| 214 | Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp), SCH. NO. 10.7.2 |
| 215 | 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 for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required., SCH. NO. 9.1.3 |
| 216 | 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., SCH. NO. 10.18 DSR CIVIL 2023 |
| 217 | 63 Amp Four Pole |
| 218 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. |
| 219 | 100 mm wide x 50 mm depth x 1.6 mm thickness., SCH. NO. DSR-4.6.1 |
| 220 | 150 mm wide x 50 mm depth x 1.6 mm thickness., SCH. NO. DSR-4.6.2 |
| 221 | 300 mm wide x 50 mm depth x 1.6 mm thickness., SCH. NO. DSR-4.6.4 |
| 222 | SUB HEAD (II) :- (PWD SOR 2018) |
| 223 | Supplying and fixing of 63 Amp Four Pole MCB (10 KA) C CURVE, SCH. NO. 1020 (A) |
| 224 | Supply & laying of aluminium conducter, PVC insulated amoured, served, sheeted cable 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamp etc. of suitable size as per direction of Engineer-in-charge. complete in all respect the armouring of the cable shall be properly connected with the earth conductor by clamp etc. 70.0 sq Mm*3.50 core. , SCH. NO. 501 (M) |
| 225 | Supply and projection of factrory and wired metal wired metal clad dust and vermin proof mountingn. M.S channel Base with bottan and top cable entires Electrical contral panel with Tpn MCCB's(four pole 36Ka with thermal magnatic release)Switches complete and insturment chamber etc. complete in all respects. The instrument chamber shall be separate and shall complate of flush type digital metering system for phase to phase voltage. current and other paraments (Kva.P.f.K.W etc.)in each phase with toche type selector switch for diffrent reading instruments fuses current transformer etc. the panel Board shall have suitable capacity electrolytic aluminum busbars as per is 8623 or above insulated with heat shrink sleeving and mounted on the sides. the MCCB'S shall be completed withsuitable cable end boxes. |
| 226 | Compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as Amp and above well be provided with Ammetre. The panel board shall be fabricated with CRCA sheet with Ammetre. the panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6MM /2MM cubicle type switch shall be L/T or Schnieder of equvalent make. incoming 400 AMP , TPN-1 No. |
| 227 | Outgoing 200 Amp. TPN-1 Nos, 100 Amp. TPN-2 Nos. & 63 Amp. TPN-1 Nos. CAT B. Cubicle Type SOR 804 C (ii), SCH. NO. 804 C (ii) |
| 228 | Supply and fixing of 16 gauge MS durm with louvers duly painted including making hole in the wall for exhaust fan and finishing property complete in all respects., SCH. NO. 1122 |
| 229 | Supply and fixing of recess / surface mounting round 15 to 18 watt cut out min 150 mm, height min 40 mm, LED down lighter having with heat sink, diffuser die cast aluminium housing with heat sink, diffuser/reflector and driver set, suitable for 24 Hr. continuous operation, complete in all respect. 100 lm/W, PF>0.95, THD<10% at full load, CRI>80, with 3 years warranty., SCH. NO. 1403 Cat AAA |
| 230 | Supply and Fixing of 36 Watt to 46 Watt above 3300 leumin indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing withextended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. Cat AAA, SCH. NO. 1406 Cat AAA |
| 231 | Supply and fixing of LED tube light with batten suitable for up 1 x 22 watt LED tube light fitting including tube on surface complete in all respect CAT - AAA , SCH. NO. 1413 |
| 232 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with driver set suitable for 100 to 120 watt. Confirming to IP 65 protection complete in all respect., SCH. NO. 1453 Cat AAA |
| 233 | Supply and fixing of 200 Amp four pole change over switch on 50 mm x 50 mm x 6 mm angle iron frame, including the cost of labour, T&P, painting and other material required for proper completion of the work as per direction and satisfaction of engineer in charge., SCH. NO. 379 |
| 234 | S&L of 1800 mm x 900 mm x 12 mm thick chequred rubber matting of tested quality, SCH. NO. 1136 |
| 235 | Supply and burring of Safe Earthing Electrode T-19 ( Hot Dip Galvanised) , Length up to 3000 mm , Outer GI pipe of 16 SWG and inner with crystalline conductive misture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivty with good mixture of retaining capacity and one earthing lead of 25mm x 3 mm G.I. strip, upto switch board (from apron to switch board, the cost of G.I. strip will be extra) along with 30 cm square C.I. frame with hinged cover & masonry housing. Make: As approved in U.P. P.W.D. & C.P.R.I. Certified., SCH. NO. 725 B |
| 236 | Supply and fixing of fire extinguisher, ABC Type 9.00 Kg. capacity (ISI marke IS: 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all material and labour for proper completion of work., SCH. NO. 1131 B |
| 237 | S/F of CO2 extinguisher. ABC type 6.50 kg capasity (ISI Marked IS : 2878 & TAC aproved) complete with initial charge and wall bracket, along with supply of all mateials and labour for proper completion of work ., SCH. NO. 1132 A |
| 238 | Supply and fixing of bucket, round bottom made of G.I. sheet 9-11 liters capacity duly painted as per fire brigade design supported on hanging bracket chined and locked, initially fitted with fine river sand, water as per directions of engineer in charge., SCH. NO. 1133 |
| 239 | SEPTIC TANK WITH SOAK PIT |
| 240 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 241 | From 0.00 mt to 1.50 mt, SCH. NO. DSR-2.8.1 |
| 242 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 243 | 1.50mt to 3.0 mt, SCH. NO. DSR-2.8.1+2.26.1 |
| 244 | 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) : 8 graded stone aggregate 40 mm nominal size), SCH. NO. (DSR-4.1.8) |
| 245 | 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 above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum, SCH. NO. DSR 5.33.2.1 |
| 246 | Add for using extra cement in the items of design mix over and above the specified cement content therein., SCH. NO. DSR 5.35 |
| 247 | 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), SCH. NO. DSR 6.1.1 |
| 248 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Thermo-Mechanically Treated bars of grade Fe-500D or more., SCH. NO. DSR 5.22.6 A |
| 249 | 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)., SCH. NO. DSR-11.3.1 |
| 250 | 15mm cement plaster on rough side of mix 1:4 (1 cement : 4 coarse sand), SCH. NO. [DSR13.5.1] |
| 251 | Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 1729, SCH. NO. [DSR-17.35.2.1] |
| 252 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:(With 20x20mm square bar), SCH. NO. [DSR 19.15.1] |
| 253 | Making soak-pit 2.5 m. diameter and 3 m. deep with 45 x 45cm dry brick honey comb shaft with F.P.S bricks and SW drain pipe complete as per standard design. , SCH. NO. 19.32.1 |
| 254 | INTERLOCKING |
| 255 | Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 50 meter and including filling, watering and ramming of excavated earthdisposal of sur-plus earth as directed by the Engineer incharge up to a distance of 50 meters from the foundation trenches. , SCH. NO. 2.8.1 |
| 256 | 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) : 8 graded stone aggregate 40 mm nominal size), SCH. NO. 4.1.8 |
| 257 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all lead & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 75 mm to 0.075 mm ) having CBR Value-30 DSR 16.78.1, SCH. NO. 16.78.2 |
| 258 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all lead & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-III (size range 26.5 mmto 0.075 mm ) having CBR Value-20, SCH. NO. 16.78.3 |
| 259 | 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 : 6 coarse sand) DSR-6.1.1), SCH. NO. 6.1.1 |
| 260 | 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 50 mm 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., SCH. NO. 16.91.2 |
| 261 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. Outer side DSR 13.5.1, SCH. NO. 13.5.1 |
| 262 | SURFACE DRAIN |
| 263 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR-2.8.1, SCH. NO. DSR-2.8.1 |
| 264 | 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) : 8 graded stone aggregate 40 mm nominal size) (DSR-4.1.8), SCH. NO. (DSR-4.1.8) |
| 265 | 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 -6.1.1), SCH. NO. (DSR -6.1.1) |
| 266 | 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 40 mm nominal size stone aggregate DSR 11.3.1, SCH. NO. DSR 11.3.1 |
| 267 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) (DSR-13.5.1), SCH. NO. (DSR-13.5.1) |
| 268 | SUMBERSEBULE 2 H.P. BORING PUMP |
| 269 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 300 mm dia, SCH. NO. DSR 23.1.1 |
| 270 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. (I) 110 mm nominal size dia, SCH. NO. DSR 23.3.1 |
| 271 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (I) 110 mm nominal size dia., SCH. NO. DSR 23.4.1 |
| 272 | Supplying, filling, spreading & leveling p gravel of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge., SCH. NO. DSR 23.7 |
| 273 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge., SCH. NO. DSR 23.12 |
| 274 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of : 100 mm dia, SCH. NO. DSR 23.13.1 |
| 275 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp., SCH. NO. DSR 23.14.1 |
| 276 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia., SCH. NO. DSR 23.15.1 |
| 277 | C.C ROAD |
| 278 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR 2.8.1, SCH. NO. DSR 2.8.1 |
| 279 | 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) : 8 graded stone aggregate 40 mm nominal size)(DSR-4.1.8), SCH. NO. (DSR-4.1.8) |
| 280 | 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 : 6 coarse sand) DSR-6.1.1), SCH. NO. DSR-6.1.1) |
| 281 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all lead & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 DSR 16.78.2, SCH. NO. DSR 16.78.2 |
| 282 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all lead & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 DSR 16.78.3, SCH. NO. DSR 16.78.3 |
| 283 | P/L of 125 micron polythene sheets as per Material rate M-104, SCH. NO. Material rate M-104 |
| 284 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). |
| 285 | Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately Cement concrete prepared with batch mixing machine DSR 16.43.1, SCH. NO. DSR 16.43.1 Please Enable Macros to View BoQ information |
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