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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas in any depth including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed: in all kinds of soil. |
| 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. All kinds of soil. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 4 | Demolishing RCC work manually/ by mechanical means including stacking of steel bars andincluding disposal of rubbish to the dumping ground at MSW zero waste plant of CMERI colony or as per instruction of EIC. |
| 5 | Demolishing brickwork manually/ by mechanical meansincluding disposal of rubbish to the dumping ground at MSW zero waste plant of CMERI colony or as per instruction of EIC. |
| 6 | Brick work with FPS bricks of class designation 75 upto plinth level in 1:6 grade (1 cement: 6 coarse sand). |
| 7 | Brick work with FPS bricks of class designation 75 in Super Structure above plinth level up to floor V level in all shapes and sizes in 1:6 grade (1 cement : 6 coarse sand). |
| 8 | Half brick masonry with bricks of class designation 75 in superstructure above plinth upto floor V level in cement mortar 1:4 (1 cement: 4 coarse sand). |
| 9 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand). |
| 10 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineerin- charge. |
| 11 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 12 | Providing and laying in position1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) cement concrete of specified grade excluding the cost of centering and shuttering, all the workupto plinth level. |
| 13 | Providing and laying in position 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. |
| 14 | Reinforced cement concrete work in walls, beams, columns (any thickness) in 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) , including attached pilasters, buttresses, plinth and string courses, fillets,columns, pillars, piers, abutments, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement. |
| 15 | Grading roof for water proofing treatment withCement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 16 | Dismantling tile work of thickness 10mm to 25mm in floors/walls and roofs laid in cement mortar including stacking material as directed by EIC. |
| 17 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead |
| 18 | 12 mm cement plaster of mix of mix 1:4( 1 cement : 4 fine sand). |
| 19 | 15mm or more cement plaster on rough side of mix 1:6 (1 cement: 6 coarse sand) |
| 20 | 6mm cement plaster to ceiling of mix 1:3 (1cement: 3 fine sand) |
| 21 | Neat cement punning. |
| 22 | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 23 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works |
| 24 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work . |
| 25 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. Complete. |
| 26 | White wash with lime to give an even shade to old work (two or more coats). |
| 27 | Colour washing such as green, blue or buff or cohoice of EIC to give an even shade:New work (two or more coats) with a base coat of white washing with lime |
| 28 | Removing dry or oil bound distemper, water proofing cement paint, exterior paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 29 | 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. |
| 30 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below |
| 31 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :Of area beyond 3 sq. metres |
| 32 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: Channels, angles, tees and flats |
| 33 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil |
| 34 | Centering & shuttering including strutting, propping etc & removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 35 | Centering & shuttering including strutting, propping etc & removal of form for lintels, beams, cantilevers etc. |
| 36 | Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. |
| 37 | Renewing 4mm glass panes with putty and nails necessary fittings including removal of old broken glass if needed. |
| 38 | Renewal of old putty of glass panes (length) |
| 39 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 40 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc complete. 40mm thick with 20mm nominal size stone aggregate. |
| 41 | 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 & lengthincluding hold fast lugs or dash fastener. Sal wood |
| 42 | 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: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 43 | Providing and fixing glazed shutters for doors, windows and clerestory windows by Gamari wood using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. 30 mm thick. |
| 44 | Providing and fixing factory made door frame (single rebate) made out of solid foam PVC extruded profile of minimum 60 mm width and minimum 30 mm thickness, having homogenous fine cellular structure and integral smooth outer skin. The frame’s vertical and horizontal members to be mitered cut and joined together with PVC solvent adhesive / cement and both corners strengthened with fully threaded steel screws (of required size) fixed diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS 304 grade minimum 8 mm dia CSK Phillips stainless steel self tapping screws/fasteners with PA6 grade polyamide sleeves both of required size, and gap if any between the door frame and the jamb must be filled with clear silicon, complete as per direction of the Engineer-in-Charge. |
| 45 | Providing and fixing IS marked MS pressed butt hinges of 100 x 58 x 1.90 mm bright finished with necessary screw complete including removal of door/window leaf and refixing. |
| 46 | Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :75x47x1.70mmincluding removal of door/window leaf and refixing. |
| 47 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm. |
| 48 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 150x10mm. |
| 49 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 100 mm |
| 50 | Providing and fixing ISI marked oxidised MS slidingdoor bolt with nuts & screws etc. complete: 300 x 16mm. |
| 51 | Providing and fixing aluminium work for fixed portion with with Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately). |
| 52 | 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 : 3coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 53 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 54 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/ltr and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3 mm thick. |
| 55 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. |
| 56 | Dismantling CI or AC rain water pipe 100mm dia.with fittings within a lead of 50m . |
| 57 | Providing and fixing on wall face unplasticised - 110 mm dia. rigid PVC rain water pipes conforming to IS : 13592 TypeA including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
| 58 | Providing and fixing on wall face unplasticised - PVC moulded fitting/accessories for unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion. 110 mm Bend 87.5 deg. |
| 59 | Providing and fixing on wall face unplasticised - PVC moulded fitting/accessories for unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion.110 mmShoe(Plain). |
| 60 | Providing and fixing precoated galvanised 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 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. 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 Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal,omplete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 61 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect: Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make. |
| 62 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge: 25 mm average thickness in 2 layers.Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2). |
| 63 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge: Upto and including 12mm dia. |
| 64 | Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in Charge: Epoxy injection grout in concrete/RCC work of approved make. (The payment shall be made on the basis of actual weight of approved grout injected.) |
| 65 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of \"L\" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. |
| 66 | Providing and fixing factory made uPVC glazed/wire mesh windows comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design dulyreinforcedwith galvanizedmildsteelsectionmadeofrequiredshape&sizeasper CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleevefor fixing frame to finished wall as perIS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drillingofholesforfixinghardwareanddrainageofwateretc. Afterfixingframethegap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming toCPWDspecification&directionofEngineer-in-Charge.Sectionofsteelreinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wiremesh/Glazingofplain/toughened/laminated/doubleglassunitwith/withouthigh performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paidseparately. Note:- Structural design proof checked from a Government Engineering 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 speeds.Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm & above) x (55mm&above)withzincalloy(zamak)powdercoatedhandleoneverypanelalongwith multi-point locking system (Height above 1.8m). |
| 67 | Providing and fixing factory made uPVC glazed/wire mesh doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design dulyreinforcedwith galvanizedmildsteelsectionmadeofrequiredshape&sizeasper CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleevefor fixing frame to finished wall as perIS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drillingofholesforfixinghardwareanddrainageofwateretc. Afterfixingframethegap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming toCPWDspecification&directionofEngineer-in-Charge.Sectionofsteelreinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wiremesh/Glazingofplain/toughened/laminated/doubleglassunitwith/withouthigh performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paidseparately. Note:- Structural design proof checked from a Government Engineering 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 speeds. Casement door double panel with French (False) Mullion with zinc alloy (zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides.Using R4 series with frame (64 mm & above) x (55mm & above) & sash (64 mm & above) x (100mm & above) & French (False) mullion (64 mm & above) x (60mm & above). (Height above 2.5 metre). |
| 68 | 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. |
| 69 | Steelworkweldedinbuiltupsections/framedwork,includingcutting,hoisting,fixingin 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. |
| 70 | Providing and fixing factory made 30 mm thick door of non decorative finish shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8 mm complete as per manufacturer\"s specifications and direction of Engineer-in-charge. |
| 71 | Taking out old torn APP/tarfelt/plastofelt, cleaning of the roof, cutting of small branches above the roof area, taking out plants from the roof, and all the uprooted/cutting materials need to be transported to the new colony stack yard as per instruction of Engineer-in-Charge. The payment will be made for the actual roof area cleaned. |
| 72 | Providing and fixing of 150mm diameter high-quality PVC rainwater pipes by replacing old and torn 110mm diameter rainwater pipes from roof and wall. The rate includes the rate of rainwater pipes, bends, rings @1.2m c/c, washers, short pieces, clamps, etc. The payment will be made as per the actual length of the pipe. The rate also included holding the pipe on the wall and roof, necessary concreting, and finishing the repaired surface all completed as per instruction of Engineer-in- Charge. |
| 73 | Dismantling of reinforced concrete outside the vertical wall of chajja at the 1st floor and second floor level. Cutting of reinforcement bars, cleaning and finishing of chajja ends. The rate will be given as per the actual volume of concrete dismantled. The dismantled material is to be disposed of at the MSW plant or New Colony as per the direction of the Engineer-in-Charge. |
| 74 | Cutting of V groove at cracked roof/wall portion. Cleaning the surface by washing. Application of Acrylic Polymer chemical for crack sealing, epoxy materials for repair and filling of V grooves completely as per manufacturer specification. |
| 75 | Urooting of plants from walls and roofand injection of copper sulphate at root portions above the wall. Repair the same portion. Payment will be made on the basis of the repaired surface area. |
| 76 | Apply rust removing chemical (Rust Off or equivalent) on corroded reinforcement and after removal of corrosion apply two coating of anti rust chemical (Rust Top or equivalent) in one day gap for coating on reinforcement bar. The coating must be done two times as per specification of manufacturer. If any rod corroded more than 30% of diameter replace by new reifocement by cutting and welding new bar. Payment will be made as per actual length of coated corroded reinforcement bar.Weight of provided new reinfocement bar will be paid separately. |
| 77 | Cleaning of mud-sand, uprooting of grasses, spreading of bleaching powder after cleaning on concrete shoulders in both side of bituminus pavement in whole old colony of CMERI. All road shoulders must be cleaned as per instruction of Engineer-in-Charge. Payment will be made as per completion of whole work on lumpsum basis rate. |
| 78 | Cleaning of open and covered drains in whole colony, complete mud cleaning inside the drain, cleaning of surronding jungle,removing of RCC slab in covered drain and re-covering the same. Dry mud inside the drain and jungles must be transport to new colony damping ground. The clean area must be both side the drain at least two meter width. Payment will be made as per the length of drains. |
| 79 | Preparation of plane surface surrounding windows. Providing and fixing aluminium work for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) with Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately). Removal of existing windows and transport to stack yard if necessary as per direction of Engineer-in-Charge. |
| 80 | Chipping (depth & width 40mm) on floor, dismantling of existing flooring if required, repairing the entire floor suitable for tiles fixing.Providing and laying Ceramic glazed floor tiles of size 300x300 mm or more size, mat finished (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours and texture as per instruction of Engineer-in-Charge, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand)/ adhesive, Jointing with suitable cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 81 | Dismantling of existing wall plaster and replastering (1 Cement: 4 Sand) the same portion of walls, removing the plumbing/sanitary fittings from wall and relocating the same on the walls after finishing work of tiles fixing. Providing and laying Ceramic glazed wall tiles of size 300x450 mm or more size,(thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours and texture as per instruction of Engineer-in-Charge, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) and adhesive as per wall condition, Jointing with suitable cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 82 | Scrapping of walls, wsahing, removing old paints and finishing walls with Acrylic Smooth exterior paint of premium quality of required shade on old or new work (Two or more coat applied @ 1.67 ltr/ 10 sqm) including priming (1 lit / 10 Sqm) coat. Necessary repair of existing surface of wall by cement morter (1 Cement: 4 Sand) must be done. If any concreting required, it will be paid separately. |
| 83 | Scrapping of walls, removing old paints and finishing walls with Distempering with Two or more coats on new and old work (1st quality acrylic distemper) including priming coat, of approved manufacturer, of required shade and colour complete, as per manufacturer\"s specification. One coat primer will be one on the wall before distempering and water thinnable sealer if required. Necessary repair of existing surface of wall by cement morter (1 Cement: 4 Sand) and wall putty if required must be done. |
| 84 | Scrapping of walls, removing old paints and finishing walls with plastic emulsion interior paint(two or more coats), having VOC (volatile organic compound ) content less than 50 grams/ litre of approved brand and manufacture including priming coats to achieve even shade and colour. Also, water thinnable sealer may be provided if required. Necessary repair of existing surface by wall putty must be provided if required. |
| 85 | Providingandfixingglazing(float glass panes of 5 mm thickness) inaluminiumdoor,window,ventilatorshuttersandpartitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge |
| 86 | Removing and cleaning of dry/wet leaves, grasses, plants, dust etc.from roof and wall of two storied, four storied, and nine storied buildings. Payment will be made as per roof area of buildings. |
| 87 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 1Km lead.The dismantled portions need to be finished by 15mm or more thick cement plaster mix 1:6 (1 cement: 6 coarse sand) with damp proofing reacgent as per need of surface in any height of the building. |
| 88 | Providing and fixing brick flat soling with Cement and sand morter (1 Cement:4 Sand) after dressing the surface. |
| 89 | Swiping, cleaning of floor by detergent and water. |
