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| 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-in-charge |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sidesof foundations etc. inlayers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 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 DSR-2.25a |
| 4 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. DSR-2.27 |
| 5 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived fromnatural sources : 8 graded stone aggregate 40 mm nominalsize derived from natural sources) |
| 6 | 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 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: DSR-2.35.3.1 |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR-5.3 Lintel For D/W |
| 8 | Reinforced cement concrete work in walls (any thickness), cludingattachedpilasters,buttresses, plinth and string courses, fillets, columns,illars, piers, abutments, posts and struts etcoveplinth level up tofloor five level, excluding cost of ing, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll)ved fromnatural sources : 3 graded stone ggregate 20 mm nominal. DSR-5.2.2 Colum, Pillor |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in Cement ortar 1:6 including supply of all materials, labour and T&P etc. required for proper completion of the work.Cement mortar 1:6 (1 cement : 6 coarse sand) DSR-6.1.2 |
| 10 | Brick work with clay flyash F.P.S. (non modular) brick of class designation7.5 in superstructure above plinth level up to floor five level in Cement mortar 1:4 (1 cement : 4 coarse sand). DSR-6.32.1 |
| 11 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plainflush door shutter of required ecomprising of virgin polymer of K value 58-60(Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheathusk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimumdensity of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge),minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistanceto spread of flame of Class A category with property of beingte/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required sizewith necessary full body threaded star headed counter sunk S.S screws, all as per directionof Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid Sapteroly 35 mm thick (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.D.S.R-26.87.2A |
| 12 | Providing and fixing M.S. Tubular frames for doors, windows, ventilatorsand cupboard with rectangular/ L-Type sections, made of 1.60 mm thickM.S. Sheet, joints mitred, welded and grinded finish, with profiles ofrequired size, including fixing of necessary butt hinges and screws andapplying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 20 mm ominal size) completion of work fabrication of holes doors, chaukhats nosing. D.S.R-10.15.1 |
| 13 | Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and on/coupler (where ever required) extruded profiles havingumwall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mmor Series R3 and R4 profiles conforming to EN: 12608 in any shapecolour and design duly reinforced with galvanized mild steel sectionmade of required shape & size as per CPWD Specification, uPVCextruded glazing beads, interlocks and Inline sash adaptor hereeverquired) of appropriate dimension, EPDM gasket, hardware, SS304 grade fasteners of minimum 8 mm dia with countersunk headcomprising of matching olyamide PA6 grade sleeve for fixing frameto finished wall as per IS 1367 : Part 1 to 14, plastic packers, plasticcaps and necessary stainless steel screws etc. Profile of frame, sash &mullion (if required) shall be mitred cut and fusion welded/mechanicallyjointed duly sealed at all comers, including drilling of holes for fixinghardware and drainage of water etc. After fixing frame the gap betweenframe and jacent finished wall shall be filled with weather proof siliconsealant over backer rod of approved size and quality, all complete asper approved drawing conforming to CPWD specification & direction ofEngineer-in-Charge. Section of steel reinforcement and cross sectionsof uPVC profiles to be as per design approved by Engineer-in-ChargeWire mesh / Glazing of plain/ toughened/ laminated/ double glass unitwith / ithout high performance coatings as per design requirements andconforming to 1S: 3548 & IS: 16231 shall be paid separatelyNote:- Structural design proof checked from a Government D.S.R-9.147A1Engineering Institute, to be provided by the manufacturer for :(i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3(ii) Sites with structure height more than 20m for all wind speeds9.147.A1 Two track two panels sliding window with Aluminium channelfor roller track, wool pile, nylon rollers with SS 304 body.9.147.A1.1 Using R2 series with frame (40 mm & above)x (40 mm & above) & sash (25 mm & above)x (60 mm & above) with zinc alloy (zamak)powder coated touch locks with hook (Heightupto 1.2 metre). sqm |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting,ending, placing in osition and binding all complete upto nthlevel.Thermo-Mechanically Treated bars of grade Fe-500D.S.R-5.22.6 |
| 15 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 Fine sand F.M. 2.25 DSR-13.2.2 |
| 16 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand DSR-13.4.2 |
| 17 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 4 coarse sand DSR-13.4.1 |
| 18 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.D.S.R-5.30 |
| 19 | 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/sgm includingpointing the joints with white cement and matching tetc.,complete.mm DSR-11.37 |
| 20 | 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 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile Size of Tile 600x600 mm DSR-11.41.21 |
| 21 | 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived fromnatural sources : 4 graded stone aggregate 20 mm nominalsize derived from natural sources)1:2:4 (1 cement : 2 coarse sand (zone-lll) including. DSR-4.1.3 |
| 22 | Finishing with Deluxe Multi surface paint system for interiors and exteriorsusing Primer as per manufacturers specifications :13.48.14 Twospecified brushing to give an even shade Painting Steel work with Deluxe Multi Surface Paint to give aneven shade. Two or more coat applied @ 0.90 Itr/10 sqm overan under coat of primer applied @ 0.80 Itr/10 sqm of approved brand and manufacture sqmstoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.D.s.R-13.48.3 |
| 23 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) D.S.R-13.44.1 |
| 24 | 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 completeD.S.R-13.80 |
| 25 | 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:13.47.1 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) |
| 26 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : (250x16mm) D.S.R-9.96.2 |
| 27 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : (300x10mm)(b) 250 mm x 10mm |
| 28 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : (125 mm) |
| 29 | 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: 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.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. 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 andapproved by Engineer-in-charge.Finishing the surface with 20 mm thick jointless cement mortarof mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishingthe surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.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 : |
| 30 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, punning, rounding the edges and making and finishing the outlet complete. D.S.R. 12.22 |
| 31 | 11.56 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. 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent Please Enable Macros to View BoQ information |
