Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Cutting in earth work all kinds of soils and disposal of excavated earth upto a lead from the edge of excavation Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areasin any depth or width,including getting out and disposal of excavated earth any leadand lift upto any height , as directed by Engineer-in-charge. All kinds of soil including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 2 | Excavation work by mechanical means (Hydraulic excavator)/ manual means infoundation trenches or drains (not exceeding onlywidthon plan) ,including dressing of sides and ramming of bottoms, lift upto any heightincluding gettingout the excavated soil and disposal of surplus excavated soils as directed, within any lead from the edge of excavation. All kinds of soil. including carriage of material with in any leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 3 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor all level, excluding the cost of centering, shuttering and finishing : 1:5:10 (one cement : five coarse sand : ten graded stone aggregate 40 mm (forty millimetre) nominal size including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Foundation, footing basis of columns etc. and mass concrete including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Flat surfaces such as soffits of suspended floors, roofs, landings and the likeFloors etc upto anythickness including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Stairs, (excluding landings) except spiralstaircases including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls in any width including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 11 | Providing weepholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm (one hundred millimetre) dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 12 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including carriage of material within all leads and lifts and other incidentals. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 13 | 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 (one Cement : four coarse sand : eight graded stone aggregate 40 mm fourty millimetre)nominal size including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (one cement : five fine sand : ten graded stone aggregate 40 mm fourty millimetre) nominal size including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (one cement : five coarse sand: ten graded stone aggregate 40 mm (forty millimetre) nominal size including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 16 | 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 all level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (one cement : one point five coarse sand : three graded stone aggregate 20 mm (twenty millimetre) nominal size . including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 17 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (one cement : one point five coarse sand : three graded stone aggregate 20 mm (twenty millimetre) nominal size. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 18 | Providing and laying Cement concrete flooring 1:2:4 (one cement : two coarse sand : four 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 (forty millimetre) thick with 20 mm (twenty millimetre) nominal size stone aggregateincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 19 | Providing and laying 6 mm (six millimetre) cement plaster 1:3 (one cement : three fine sand)finished with a floating coat of neat cement and thickcoat of Lime wash on top of walls when dry for bearingof R.C.C. slabs and beams including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 20 | Providing and laying damp-proof course 40mm (fourty millimetre) thick with cement concrete 1:2:4 (one cement : two coarse sand : four graded stone aggregate 12.5mm (twelve point five millimetre) nominal sizeincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 21 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 22 | Providing and laying 50 mm (fifty millimetre) thick fine dressed local stone flooring over 20 mm (twenty millimetre) average thick base of cement mortar 1:5 (one cement : five coarse sand) with joints finished flush including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 23 | Constructing Course rubble hammer dressed \"U\" shape open surface drain with side wall. 15x22 cm in cement mortar 1:6 (one Cement : six Sand) and inside plastring with cement plaster 1:3 (one Cement: three Sand) including earth work and laying 10 cm (ten centimetre) cement concrete in 1:5:10 (one Cement : five Sand : ten graded stone aggregate of 40 mm (forty millimetre) nominal size and 7.5 cm (seven point five centimetre) cement concrete 1:2:4 (one Cement : two Sand : four Graded stone aggregate of 20 mm (twenty millimetre0 nominal size and finished with a floating coat of neat cement complete as per standard design including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 24 | Providing, hoisting and fixing above plinth level up to floor all level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (one cement : three coarse sand) cost of required centering, shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (one cement : one point five coarse sand : three graded stone aggregate 20 mm (twenty millimetre) nominal size including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 25 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works upto plinth level including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 26 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works above plinth level upto floor all level including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all complete upto plinth & above floor all level. Thermo-Mechanically Treated bars of gradeFe-500D or more including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 28 | Steel reinforcement for R.C.C. work ready to use \"cut and bend\" rebars of approved make from factory/workshop to construction site including placing in position and binding wire i/c cost of binding wireall complete above plinth & above all floorlevel Thermo-Mechanically Treated bars of grade Fe-500D or more including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 29 | proniding and laying Stone soling /Boulder filling under floors tightly hand packedincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 30 | Providing and laying autoclaved aerated cement blocks masonry with 150mm x 230mm300 mm (one hundred fifty into two hundred thirty into three hundred millimetre) thick AAC blocks in super structure above plinth level up to floor all level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately) including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 31 | Providing and laying autoclaved aerated cement blocks masonry with 100 mm(one hundred millimetre) thick AAC blocks in super structure above plinth level up to floor all level in cement mortar 1:4 (one cement : four coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm (six millimetre) dia M.S. bars at every third course of masonry work including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 32 | 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 all level in all shapes and sizes in :Cement mortar 1:6 (one cement : six coarse sand) including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 33 | Brick work with common burnt clay F.P.S. (non modular) bricks of class esignation 7.5 in foundation and plinth in: Cement mortar 1:6 (one cement : six coarse sand) including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 34 | 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 1:3 (one cement : three coarse sand)including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 35 | Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) 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), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded 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 sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single/double Toughtenglass panes 6mm thick and silicon sealant shall be paid separately) Casement window double panels with S.S. friction hinges 350 x 19 x 1.9 mm(three hundred fifty into ninteen into one point nine millimetre) made of (big series)frame 67 x 60 mm(sixty seven into sixty millimetre) & sash / mullion 67 x 80 mm (sixty seven into eighty millimetre) both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of window above 1.50 sqm). including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 36 | Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) 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), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, 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 at all corners, mullion (if required) shall be also fusion welded 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 and silicon sealent shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be madeCasement door with top hung ventilator with 3D and S.S. friction hinges 400 x 19 x 1.9 mm (three hundred fifty into ninteen into one point nine millimetre) made of (big series) frame 67 x 64 mm (sixty seven into sixty four millimetre), sash 67 x 110 mm (sixty seven into one hundred ten millimetre)& mullion 67 x 80 mm (sixty seven into eighty millimetre) all having wall thickness of 2.3 ±. 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.(Area of door upto 2.50 sqm) including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 37 | roviding and fixing ISI marked decorativeflush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm (thirty five millimetre) thick including ISI marked Stainless sqm Steel butt hinges with necessary screws . With a peep hole of size 30x30 cm (thirty into thirty centimetre)) fixed with 6 mm (six millimetre) glass as per detail including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 38 | Extra for providing lipping with 2nd class teak wood battens 25 mm (twenty five millimetre) minimum depth on all edges of flush door shutters including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 39 | Extra for providing vision panel not exceeding 0.1 sqm (ziro point one) in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured): Rectangular or square including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 40 | 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 2nd class deodar woodincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 41 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm (thirty five into thirty five into five millimetre) , joints mitred and welded by angle iron 35x35x5 mm (thirty five into thirty five into five millimetre)or 35x 5 mm (thirty five into five millimetre) flat pieces to the existing T- iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all completeincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 42 | Providing and fixing 19 mm (ninteen millimetre) thick commercial board, exterior grade (Grade I) shutters of approved make finished with 1 mm (one millimetre0 thick laminated sheet on one side including Iind class teak wood lipping of 19 mm (ninteen millimetre) wide x 12 mm (twelve millimetre) thick with necessary screws and bright finished stainless steel piano hinges , completeincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 43 | Providing and fixing Staneless steel sliding door bolts, ISI marked , with nuts and screws etc. complete 300x16 mm (three hundred into sixteen millimetre) including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 44 | Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm(Six- Twlve - Six millimetre) insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm (tweleve millimetre) wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. The IGUs shall be assembled in the factory/workshop of the glass processor. For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (i) Coloured tinted float glass 6mm (six millimetre) thick substrate with reflective soft coating on face # 2, + 12mm (tweleve millimetre) Airgap + 6mm (six millimetre) Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement in cluding carrige of materials with in all leads lifts and other incidentials as per direction of Engineer-in- charge. |
| 45 | P/F wire mesh in Shutter using Stainless Steel grade 304 wire gaugewith wireof dia 0.5 mm (ziro point five millimetre) and avarageWidth of aperture 1.4 mm(one point four millimetre) in both directions including fixing complete in all respectsincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 46 | Providing and fixing staneless steel tower bolts, ISI marked,with necessary screws etc. complete including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 47 | 200X10 mm (Two hundrd into ten millimetre) |
| 48 | 150X10 mm (One hundrd fifty into ten millimetre) |
| 49 | 100X10 mm (One hundrd into ten millimetre) |
| 50 | Providing and fixing Staneless steel handles, ISI marked,, with necessary screws etc. complete including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 51 | 125 mm (One hundrd twenty five millimetre) |
| 52 | 100mm(One hundrdmillimetre) |
| 53 | 75mm(Seventy five millimetre) |
| 54 | Providing and fixing Staneless steel 100 mm (One hundred millimetre) mortice latch and lock, ISI marked,of approved quality with necessary screws etc. complete including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 55 | Providing and fixing 115 mm (one hundred fifteen millimetre)Staneless steel hasp and staple (safety type) with necessary screws etc. complete including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 56 | Providing and fixing Staneless steel hanging type floor door stopper with necessary screws, etc. completeincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 57 | Providing and fixing Staneless steel hard drawn hooks and eyesincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 58 | 250mm (Two hundrd fifty millimetre) |
| 59 | 200mm (Two hundrdmillimetre) |
| 60 | Providing and fixing ISI marked150mm (One hundrd fifty millimetre) oxidised M.S. single acting spring hinges with necessary screws etc. complete including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 61 | Providing and fixing 19mm (ninteen millimetre) thick water proof termite resistant HDMR wood conforming ply wood of ACTION TESA, GREENPLY box including shelves and shutters, the back side of cup board/cabinet shall be 8mm (eight millimetre) thick prelaminated MDF board and all the cut portions of shelves and shutters shall be finished with 1mm ( one millimetre) thick pre-lamination / 4mm (four millimetre) thick veneer pasted over shutter to be polished. All internal and external surfaces of cup board shall be laminated with 1mm mica of approved shade . All cut portion of the shelves shall be finished with PVC edging .The shutters of cup board from all sides shall be finished withPVC edgingincluding piano hinges and magnetic catcher with in all accessories etc.completeincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 62 | Providing and Fixing Structural Glazing fabricated from Roll formed sections made of Pre-painted Steel / Powder coated (Base steel as per IS 513 of ‘D’ quality, galvanized as per IS 277 with Zinc of 120 Gm/Sqm) with total coated thickness of 0.72mm. (ziro point seven two millimetre) The glass holding section made of 304 grade stainless steel of 0.58mm(ziro point five eight millimetre) thick. Galvanized steel sections are to be sued as stiffeners inside the colour coated steel/powder coated sections as per the design requirement. Design calculations are made of suit wind pressures as given in IS 875.Coated sections should be with Primer coat with epoxy primer of 5 – 7 (five to seven)microns thick, finish painted with a polyester paint of 12-16(tweleve to sixteen) microns thick and back coated with Alkyd backer of 5-7(five to seven) microns or powder coated with pure polyester powder up to 50-60 (fifty to sixty) microns thickDimensions of Sections: The vertical section should be of 50mm x100mm x 0.72mm,(fifty into one hundred into ziro point seven two millimetre) 33mm x 58mm x 0.72mm(thirty three into fifty eight into ziro point seven two millimetre) for frame horizontal section, stiffener section should be 48mm x 98mm x 1mm (forty eight into ninty eight into one millimetre) , cover profiles sections should be of 20mm x 58mm x 0.58mm (twenty into fifty eight into ziro point five eight millimetre), Glass holding section should be of 37mm x 37mm (thirty seven into thirty seven millimetre)& 37mm x 18mm (thirty seven into eighteen millimetre) .Brackets made of CRCA powder coated/Electroplated should be used to connect vertical to horizontal, vertical to slab, to fix verticals at top & bottom as per site requirement. Gasket made of Ethyl Propylene Diamine Monomer. Natural cure, with Good U.V. Resistance Silicon to be used. Wall fixing of sections to concrete/masonry wall should be with self-expanding cap & screws including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 63 | Providing and Fixing Top Hung shutters in Structural Glazing fabricated from Roll formed sections made of Pre-painted Steel / Powder coated (Base steel as per IS 513 of ‘D’ quality, galvanized as per IS 277 with Zinc of 120 Gm/Sqm) with total coated thickness of 0.72mm (ziro point seven two millimetre). The glass holding section made of 304 (three hundred ziro four) grade stainless steel of 0.58mm(ziro point five eight millimetre) thick. Galvanized steel sections are to be used as stiffeners inside the colour coated steel/powder coated sections as per the design requirement. Design calculations are made to suit wind pressures as given in IS 875. Primer coat with epoxy primer of 5-7 (five to seven) microns thick and back coated with Alkyd backer of 5-7 (five to seven) microns or powder coated with pure polyester powder up to 50-60(fifty to sixty) microns thick. The outer frame should be of 20mm x 58mm x 0.58mm(twenty into fifty eight into ziro point five eight millimetre) , Shutter section should be of 58mm x 33mm x 0.72 mm(ficty eightinto thirty three into ziro point five eight millimetre), stiffener section should be 55mm x 31mm x 1mm (fifty five into thirty one into one millimetre). EARL Bihari Hinges – 2 (two) Nos for each shutter and Aluminum Stays – 2 Nos. for each shutter, Aluminum Handle – 1 (one) no. for each shutter including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 64 | Providing and laying antiskid full body vitrified floor tiles (premium quality) matte finish 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 (twenty millimetre) thick cement mortar 1:4 (one cement : four coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete size 600x600 mm (six hundred into six hundred millimetre) of Asian tiles/ Johnson/ Kajaria/ Orient Bell/ Simpolo/ Nitco or its equivalent including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 65 | Providing and laying antiskid full body vitrified floor tiles(premium quality) matte finish in different sizes(thickness to be specified by manufacturer), with waterabsorption less than 0.08 % and conforming to I.S.15622, of approved make, in all colours & shade, inskirting, riser of steps, over 12 mm (tweleve millimetre) thick bed of cementmortar 1:3 (one cement: three coarse sand), jointing with greycement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete Size of Tile 600x600 mm (six hundred into six hundred millimetre) of Asian tiles/ Johnson/ Kajaria/ Orient Bell/ Simpolo/ Nitco or its equivalentincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 66 | Providing and laying Antiskid digital Ceramic glazed floor tiles of size 300x300 mm (three hundred into three hundred millimetre)(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 (twenty millimetre) thick cement mortar 1:4 (one Cement : fourCoarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete of Johnson/ Kajaria/ AGT Tiles/ RAK/ Orient Bell or its equivalent including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 67 | Providing and fixing glazed Digital Ceramic tiles 300x450 x 8 mm (three hundred into four hundred fifty into eight millimetre) thick of approved Shade and manufacturer in skirting risers of steps and dado 12 mm (tweleve millimetre) thick cement mortar 1:3(one cement : three sand) and jointed with cement slurry including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 68 | Providing and fixing8 mm (eight millimetre) thick HDFLaminated wooden flooring AC-IV having a good backing layer made up of plastic laminate or melaminemade in superior water Resistant High Density hard wood fibre board make action tesa or its euivalent with all accessories complete including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 69 | Providing and fixing 18 mm (eighteen millimetre) 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 (one cement : four 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.Granite of any colour and shade Area of slab upto 0.50 sqm including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 70 | Providing edge moulding to 18 mm (eighteen millimetre) thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite workincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 71 | Providing and layinganti skid matt finish full body vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm (twenty millimetre) thick cement mortar 1:4 (one cement : four coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete : single piece including nosing complete for Treads of stairincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 72 | Providing and layinganti skid matt finish full body vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades in skirting , risers of steps and dedos, laid on 20mm (twenty millimetre) thick cement mortar 1:4 (one cement : four coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete :single pieceriserfor staircase including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 73 | Providing and laying40 mm (forty millimetre) thick fine dressed stone flooring over 20 mm (twenty millimetre) (average) thick base of cement mortar 1:5 (one cement : five coarse sand) with joints finished flush.Red sand stone including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 74 | Providing and laying Heavy Duty Cobble Stone 100x100x100 mm (one hundred into one hundred one hundred millimetre) of approved shade stone laid over 25mm. Thick cement mortar bed of 1:4 (one cement: four sand) including pointingincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 75 | Providing and fixing 0.60mm (ziro point six ziro millimetre) thick prepainted insulated steel sheetsand-wich pufroofing, with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 (twenty) microns over 5 (five) microns primer coating to back coat of polyster of 5 (five) microns over 5 (five) microns primer coating,the thickness of puff shouldnot be less than 5 mm (five millimetre) and wt.of puff shoud be 35-37 kg per cu.m. i/c fixing with self drilling and self tapping fasten of size 5.5 mm (five point five millimetre) dia and 55 mm (fifty five millimetre) lap complete with all accesoriees as required including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 76 | Providing and fixing 0.62mm (Zero point six two milimetre) thick prepainted steel sheet in roofing with hot dipped metallic zinc coasted sheet with top coat of regular modified polyester (RNP) organic coating of 20 (Twenty) microns over 5 ( five) miconsprimer coating to back coast of polyester of 5 ( five)microns over 5 ( five)microns primer coating including fixing with self drilling and self tapping fasten of size 5.5 mm (five point five millimetre)dia and 55 mm (fifty five millimetre) lapcomplete with all accesoriees as required including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 77 | Providing and fixing ridges or hips 60 cm (sixty centimetre)overall with 0.60mm (ziro point sixty millimetre) thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 (twenty)microns over 5 (five) microns primer coating + back coat of polyster of 5 (five) microns over 5 (five)microns primer coating i/c fixing with self drilling and self tapping fasten of size 5.5 mm ( five point five millimetre)dia and 55 mm (fifty five millimetre) lap completeincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 78 | Providing and fixing valley 90 cm (ninty centimetre) overall 0.62mm(ziro point sixty millimetre) thick prepainted steel sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of 20 (twenty) microns over 5(five) microns primer coating back coat of polyster of 5(five) microns over 5(five) microns primer coating i/c fixing with self drilling and self tapping fasten of size 5.5 mm ( five point five millimetre)dia and 55 mm (fifty five millimetre) lap completeincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 79 | Providing and fixing 15 cm (fifteen centimetre) wide, 45 cm (forty five centimetre)overall semi- circular plain G.I. sheet gutter with iron brackets 40x3mm (forty into three millimetre) size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. :0.80 mm (ziro point eight ziro millimetre)thick with zinc coating not less than 275 gm/m2 including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 80 | Providing and fixing M.S. BP Sheet 1.66mm (one point sixty six millimetre) to 2mm (two millimetre) thick in eaves board/facia/soffits/ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-charge (Base members of steel work shall be measured & paid separtely) including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 81 | Providing and fixing plain multipurpose cement board (Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately).6 mm (six millimetre) thick Everest Cement fiber board Ceiling 60x60 cm (sixty into sixty centimetre) including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 82 | Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately).6 mm (six millimetre) thick Cement bonded wood particle board as per IS:14276 including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 83 | 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, kg railings, brackets, gates and similar worksincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 84 | 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 including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 85 | 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 openings /wooden frames with rawl plugs screws etc including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 86 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ 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(ten millimetre)gap for thermal expansion. (i) Single socketed pipes. 110 mm (one hundred ten millimetre) diameter including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 87 | Providing and fixing 75 mm x 60mm (seventy five into sixty millimetre) rounded hand rails in straight length complete in 1st. Class indian Teak woodincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 88 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ 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(ten millimetre) gap for thermal expansion including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 89 | Coupler :110 mm (one hundred ten millimetre) |
| 90 | Single tee without door :110x110x110 mm (one hundred ten into one hundred ten into one hundred ten millimetre) |
| 91 | Bend 87.5° 110 mm (one hundred ten millimetre) bend |
| 92 | 110 mm (one hundred ten millimetre) Shoe |
| 93 | 15 mm (fifteen millimetre) cement plaster on rough side of single or half brick wall of mix: 1:6 (one cement: six coarse sand) including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 94 | 6 mm (six millimetre) cement plaster of mix 1:3 (one cement : three fine sand) including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 95 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.:New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.: New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 96 | Distempering with Acrylic distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat withcement primer including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 97 | Finishing with deluxe multi surface paint system for interior and exteriors using primer as per manufactures specification: Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 98 | Providing and applying white cement based putty of average thickness 1 mm (one millimetre), of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 99 | Wall painting two coats with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 100 | Providing and fixing 18 mm (eighteen millimetre) thick, 150 mm (one hundred fifty millimetre) wide pelmet of coir veneer board ISI marked IS : 14842, including top cover of 6 mm coir veneer board, nickle plated M.S. Pipe 20 mm (twenty millimetre) dia. (heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm (twenty five into three millimetre)(twenty five into three millimetre) M.S. Flat 10 cm (ten centimetre) long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm (one hundred into forty into forty millimetre) on both inner side of pelmet and rawl plugs 75 mm (seventy five millimetre) long etc. all complete including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 101 | Providing and fixing water proofing material i.e. Dr. fixit PIDP Roof LW+ or its equivalent in cement mortar in proportion recommended by the manufacturars including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 102 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D- 2.5 Rectangular shape 600x450 mm (six hundred into four hundred fifty millimetre) internal dimensions including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 103 | WS&SI Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 104 | 20 mm (twenty millimetre) nominal bore |
| 105 | 32mm (thirty two millimetre) nominal bore |
| 106 | 15 mm (fifteen millimetre) nominal bore |
| 107 | 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 :. 25 to 40 mm (twenty five to forty millimetre) nominal bore including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 108 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . cost of water meter and stop cock to be paid separately . |
| 109 | Providing and fixing Polyethelene-AluminiumPolyethelene PE-AL- PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre (one metre) spacing. This includes the costs of cutting chases and including testing of joints complete including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge Concealed work, including cutting chases and making good the wall etc. |
| 110 | 2532 (32 mm (thirty two millimetre) OD pipe |
| 111 | 2025 (25 mm (twenty five millimetre) OD pipe |
| 112 | 1620 (20 mm (Twenty millimetre) ODpipe |
| 113 | 1216 (16 mm (Sixteen millimetre) OD) pipe |
| 114 | Providing and fixing viterous China Angel C8915Wall hung WC in white shade of Perryware / Jaquar / hindware/cera or equivalent Completeincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 115 | Providing and fixing viterous China White Orissa Pan -C0117 W.C. of perryware/Jaquar/hindware/cera or equivalentcompleteincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 116 | Providing and fixing viterous China wash basinshine C8863 505X405X155 (five hundred ziro five into four hundred ziro five into one hundred fifty five) Basin In White Shade of Perryware /jaquar/ Hindware/ Ceraor equivalentincluding cutting holes & making good the sameincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 117 | Providing and fixing Chromiumplated (Heavy duty makes, ISI Marked) kitchen sink IS 8931with C.I. brackets and stainless steel plug 40 mm (forty millimetre) , including painting of fittings and brackets, cutting and making good the walls wherever requiredincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 118 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 40mm (forty millimetre) diaincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 119 | Providing and fixing uplasticised PVC connection pipe with brass unions 45 cm (forty five milimetre) length 15 mm (fifteen millimetre) nominal bore including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 120 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete New work 40mm (forty millimetre) diaincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 121 | Providing and fixing 600x450 mm ( six hundred into four hundredfifty millimetre) beveled edge mirror of superior glass (of approved quality) complete with 6 mm (six millimetre)thick hard board ground fixed to wooden cleats with C.P. brass screws and washers completeincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 122 | Providing and fixing C.P. brass long nose bib cock Cat no.CON 107KNJaquar or equivalentsingle controlof approved quality conforming to IS standards. 15 mm (fifteen millimetre) nominal boreincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 123 | Providing and fixing C.P. brass long nose bib cock Cat no.OPP -15037PM Jaquar or equivalentsingle controlof approved quality conforming to IS standards. 15 mm (fifteen millimetre)nominal boreincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 124 | Providing and Fixing Swan neck pillar tap with left hand operating knob single control CON-CHR-123BKN of Jaquar or equivalentcompleteincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 125 | Providing and Fixing OPP-15001PM Pillar cockJaquar or equivalent as per direction complete including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 126 | Providing and Fixing Concealed stop cock with wall flange of opel primeno. CON 083FTKStop Cock PM single control of jaquar or equavalent complete in all respect including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 127 | Providing and Fixing Angular stop cock with wall flange of opel primeno. OPP-15053PM jaquar or equavalent complete in all respect including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 128 | Providing and Fixing Angular stop cockwith wall flange of opel primeno. CON 053KN of jaquar or equavalent single control complete in all respect including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 129 | Providing and fixing C.P.Mixer for kitchen sink with casted swinging CON 309KN jaquar or equavalent complete In all respectincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 130 | Providing and Fixing Soap dish recessed type stainless steel AHS-1531of Jaquar or equivalentcomplete in all respect including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 131 | Providing and fixing Towel Rack with lower hangerNo. AHS-1581H of hotelier series of JAQUAR, or equivalentof superior qualityincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 132 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 133 | 25mm (twenty five millimetre) |
| 134 | 20mm (twenty millimetre) |
| 135 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 136 | 15mm (fifteen millimetre) |
| 137 | 20mm (twenty millimetre) |
| 138 | 32mm (thirty two millimetre) |
| 139 | Providing and Placing on terrace ( at all floor levels ) polyethylene water storage tank , IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet , outlet and overflow pipes but without fittings and the base support of tankincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 140 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 15 mm (fifteen millimetre) nominal boreincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 141 | Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete 110 mm (one hundred ten millimetre)including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 142 | Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete 150 mm (one hundred fifty millimetre)including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 143 | Providing and fixing PVC floor trap of self cleaning design including fixing with approved adhesive, cost of cutting and making good the wall and floors etc. complete. 110 mm X 90 mm ( one hundred ten into ninty millimetre) including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 144 | Providing and fixing PVC door bend with ovalaccess door, insertion rubber washer 3 mm (three millimetre) thick bolts and nuts ISI marked complete including fixing with approved adhesive etc.including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 145 | 110mm (one hundred ten millimetre) dia |
| 146 | 150 mm (one hundredfifty millimetre) dia |
| 147 | Providing and fixing PVC plain bend ISI marked including fixing with approved adhesive etc. complete including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 148 | 110mm(one hundred ten millimetre) dia |
| 149 | 150 mm (one hundredfifty millimetre) dia |
| 150 | Providing and fixing PVC plain double equal branch ISI marked including fixing with approved adhesive etc. complete including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 151 | 110mm(one hundred ten millimetre) dia |
| 152 | 150 mm (one hundredfifty millimetre) dia |
| 153 | Providing and fixing PVC single equal branch with oval access door, ISI marked insertion rubber washer 3 mm (three millimetre) thick bolts and nuts complete including fixing with approved adhesive etc. complete including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 154 | 110mm(one hundred ten millimetre) dia |
| 155 | 150 mm (one hundredfifty millimetre) dia |
| 156 | Providing and fixing PVC collars ISI marked including fixing with approved adhesive etc.complete including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 157 | 110mm(one hundred ten millimetre) dia |
| 158 | 150 mm (one hundredfifty millimetre) dia |
| 159 | Providing and fixing PVC clamps ISI marked of approved design with steel screws and rawal plugs etc. complete including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 160 | 110mm(one hundred ten millimetre) dia |
| 161 | 150 mm (one hundredfifty millimetre) dia |
| 162 | Providing and Fixing Paper Holder 1553 of Jaquar or equivalentcomplete in all respect including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 163 | Providing and Fixing Cloth Liner 1565 of Jaquar or equivalentcomplete in all respect including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 164 | Constructing brick masonry manhole in cement mortar 1:4 ( one cement : four coarse sand ) with R.C.C. top slabwith 1:1.5:3 mix (one cement : one point five coarse sand (zone- III) : three graded stone aggregate 20 mm (twenty millimetre) nominal size, foundation concrete 1:4:8 mix (one cement : four coarse sand (zone- III) : eight graded stone aggregate 40 mm (forty millimetre) nominal size, inside plastering 12 mm (tweleve millimetre) thick with cement mortar 1:3 (one cement : three coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (one cement : two coarse sand : four graded stone aggregate 20 mm (twenty millimetre) nominal size finished with a floating coat of neat cement complete as per standard design including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 165 | Inside size 90x80 cm (ninty into eighty centimetre) and 45 cm (forty five centimetre) deep including C.I. cover with frame (Light duty) 450x610 mm (four hundred fifty into six hundred ten millimetre) internal dimentions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge with common burst class FPS (non modular) bricks of class designations 7.5 |
| 166 | Constructing soak pit 1.20x1.20x1.20 m (one point two ziro x one point two ziro x one point two ziro metre)filled with brickbats including S.W. drain pipe 100 mm (one hundred milimetre) diameter and 1.20 m (one point two ziro metre)long complete as per standard design.including carrige of materals with in all leads, lifts and other incidentials as per the direction of Enfineer-in Charge. |
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