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| Sl. No. | Item Description |
| 1 | Proposed Construction of Community Health Center at Nemdad, District-Mau (Balance Work) |
| 2 | 2- UG Tank (100 KL) |
| 3 | 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. |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil |
| 5 | from Lvl. 1.5 Mt.m to 3.0 Mt |
| 6 | from Lvl. 3.0 Mt.m to 4.50 Mt |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :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) |
| 10 | 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 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Slabs |
| 12 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). BEAM |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Lintels |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete |
| 16 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 17 | Suspended floors, roofs, landings, balconies and access platform |
| 18 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars (Tata Tiscon) of grade Fe-500D or more. |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 22 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 23 | 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: |
| 24 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 25 | Providing and fixing Stainless Steel sliding door bolts, approved quality & make with necessary screws etc all complete. 250x10 mm. |
| 26 | Providing and fixing Stainless Steel tower bolts, approved quality & make with necessary screws etc all complete. |
| 27 | 250x10 mm. |
| 28 | 150x10 mm. |
| 29 | Providing and fixing Stainless Steel handles, approved quality & make with necessary screws etc all complete. : 125 mm. |
| 30 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 31 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement: 6 coarse sand) |
| 32 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 33 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. |
| 34 | (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 35 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 36 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 37 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 38 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 39 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : |
| 40 | (i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. Using rough kota stone. |
| 41 | Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge |
| 42 | Using rough kota stone. |
| 43 | Supplying and fixing C.I. cover without frame for manholes : 560 mm diameter C.I. cover (heavy duty) |
| 44 | the weight of the cover to be not less than 108 kg |
| 45 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design |
| 46 | : With 20x20 mm square bar |
| 47 | 3- M.O Residence - (4 NOS) |
| 48 | 1-Civil Work |
| 49 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil |
| 50 | 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. |
| 51 | Filling of earth under floor by carted earth from 5 k.m. |
| 52 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating anddressing complete. |
| 53 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 54 | Supplying chemical emulsion in sealed containersincluding delivery as specified. |
| 55 | Chlorpyriphos/ Lindane emulsifiable concentrate of20% |
| 56 | Diluting and injecting chemical emulsion for Pre- CONSTRUCTIONAL anti-termite treatment(excluding the cost of chemical emulsion) : |
| 57 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : |
| 58 | With Chlorpyriphos/Lindane E.C. 20% with 1%concentration |
| 59 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominalsize) |
| 60 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. |
| 61 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 62 | All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 63 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 64 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cement contentof 330 kg /cum |
| 65 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe- 500D or more. |
| 66 | UP TO PLINTH |
| 67 | ABOVE PLINTH |
| 68 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 69 | Foundations, footings, bases of columns, etc. for massconcrete |
| 70 | Suspended floors, roofs, landings, balconies andaccess platform |
| 71 | Shelves (Cast in situ) |
| 72 | Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 73 | Weather shade, Chajjas, corbels etc., including edges |
| 74 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarsesand) |
| 75 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 76 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 77 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces ofshutters. |
| 78 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 79 | 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. |
| 80 | In gratings, frames, guard bar, ladder, railings,brackets, gates and similar works |
| 81 | In gratings, frames, guard bar, ladder, railings,brackets, gates and similar works |
| 82 | 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. |
| 83 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) |
| 84 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) |
| 85 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 86 | 6mm ceiling plaster of mix: 1:3 (1 cement:3 fine sand) |
| 87 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 88 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming toI.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. |
| 89 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4coarse sand) : |
| 90 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 91 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by approved make & colours), of 1st quality conforming to IS : 15622, of approved make, in colours & shade, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 92 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 93 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. |
| 94 | Finishing with Deluxe Multi surface paint for interiors and exteriors usin Primer as pet manufacturesspecifications: |
| 95 | 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 |
| 96 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufa |
| 97 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied@ 3.84 kg/10 sqm) |
| 98 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :. New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC contect lesss than 50 gram/litre |
| 99 | Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth |
| 100 | Ground Floor |
| 101 | First floor |
| 102 | Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestorywindows, all complete with : |
| 103 | (a) 4 mm thick |
| 104 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm |
| 105 | Providing and fixing aluminium tower bolts, ISI marked, powder coated (minimum thickness of powder coating 50 micron) transparent or dyed to required colour or shade, with necessary screwsetc. complete : 250x10 mm. |
| 106 | 250x10 mm |
| 107 | Providing and fixing aluminium handles, ISI marked, powder coated (minimum thickness of powder coating 50 micron) transparent or dyed to required colour or shade, with necessary screwsetc. complete :125 mm. |
| 108 | Add for plaster drip course/ groove in plasteredsurface or moulding to R.C.C. projections. |
| 109 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in- charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 110 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 111 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 112 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 113 | Providing & filling of cinder in sunken portion of building including breaking into required sizes including supply of material, labour, T&P required for proper completion of works. |
| 114 | FIRST FLOOR |
| 115 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 116 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm |
| 117 | Drain Along Aprain |
| 118 | 2- Internal Water Supply & External Water Supply |
| 119 | SANITARY INSTALLATIONS & C.P FITTINGS |
| 120 | Providing and fixing water closet squatting pan ( Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Parryware/Hindware/Seabird/Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. |
| 121 | White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests |
| 122 | Providing & fixing white vitreous china Under Counter wash basin with C.I. brackets painted white, with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required. |
| 123 | a)White Vitreous China Wash basin size (605x410x200)mm Jaquar (FNS-WHT- 40701) |
| 124 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. wastefittings complete. |
| 125 | Semi rigid pipe |
| 126 | Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 127 | Providing and fixing Stainless Steel AISI 304(18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherrerever required. |
| 128 | Kitchen sink with drain board Size 510x1040 mm bowl depth 250mm |
| 129 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : |
| 130 | Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. |
| 131 | CP Brass fittings |
| 132 | Providing and fixing unplasticised PVC connection pipe with brass unions. |
| 133 | 45 cm length |
| 134 | 15 mm nominal bore |
| 135 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 |
| 136 | a) 15 mm nominal bore |
| 137 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. ( for sink) |
| 138 | a) 15 mm nominal bore |
| 139 | Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 |
| 140 | a) 15 mm nominal bore |
| 141 | Central Hole Basin Mixer with Popup Waste System with 450mm LongBraided Hoses (CQT-23169B jaguar) |
| 142 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (For bath) |
| 143 | 15 mm diameter |
| 144 | Providing and fixing C.P. brass shower rose with 15 or 20mm inlet |
| 145 | 150 mm diameter |
| 146 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: |
| 147 | 15mm nominal bore |
| 148 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 149 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 150 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. |
| 151 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms. |
| 152 | Providing and Fixing Toilet Paper Holder: |
| 153 | C.I. SOIL WASTE & VENT PIPES AND FITTINGS |
| 154 | Providing & fixing soil, waste and vent pipes. |
| 155 | Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
| 156 | a) 100mm dia centrifugally cast iron S & S pipe. |
| 157 | b) 75mm dia centrifugally cast iron S & S pipe. |
| 158 | Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. ( for wash basin waste ) |
| 159 | 32mm dia nominal bore |
| 160 | Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe. |
| 161 | a) 100mm |
| 162 | SS 304 grade coupling with EPDM rubber gasket |
| 163 | b)75mm |
| 164 | SS 304 grade coupling with EPDM rubber gasket |
| 165 | Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal |
| 166 | size). Including cost of cutting holes & making good the walls etc. |
| 167 | a) for 100mm dia pipe. |
| 168 | b) for 75mm dia pipe. |
| 169 | Providing & fixing cast iron coller. |
| 170 | a) 100mm dia. |
| 171 | b) 75mm dia. |
| 172 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 173 | a) 100mm inlet & 100mm outlet. |
| 174 | a) 100mm inlet & 75mm outlet. |
| 175 | Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. |
| 176 | a) 100mm |
| 177 | b) 75mm |
| 178 | Providing and fixing plain bend of required degree.Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
| 179 | a) 100mm |
| 180 | b) 75mm |
| 181 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 182 | 100x100x100mm |
| 183 | 75x75x75mm |
| 184 | Providing and fixing centrifugaly cast iron single equal plain junction of required degree. |
| 185 | 100x100x100mm |
| 186 | 75x75x75mm |
| 187 | Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : |
| 188 | 100x100x75mm |
| 189 | Providing and fixing single unequal plain invert branch of required degree : |
| 190 | 100x100x75mm |
| 191 | Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) |
| 192 | a) 100mm |
| 193 | b) 75mm |
| 194 | Providing and fixing cast iron terminal guard. |
| 195 | 100 mm |
| 196 | 75 mm |
| 197 | INTERNAL RAIN WATER DRAINAGE WORK |
| 198 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) |
| 199 | 110 mm dia |
| 200 | Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. |
| 201 | 110 mm |
| 202 | Providing and fixing in floor and wall face Ringfit UPVC ASTRAL ULTRADRAIN Conventional system for soil and waste water pipes conforming to (HSN CODE: 3917) Type B including jointing with seal ring. (i) Double socketed pipes. |
| 203 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. (Make : Astral ) |
| 204 | i) 75mm dia |
| 205 | a) Providing & fixing UPVC 90˚ elbow |
| 206 | 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 10mm gap for thermalexpansion. |
| 207 | Coupler |
| 208 | 110 mm |
| 209 | Bend 87.5 degree |
| 210 | 110 mm Bend |
| 211 | Shoe (Plain) |
| 212 | 110 mm Shoe |
| 213 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 214 | Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 215 | 110 mm |
| 216 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. |
| 217 | INTERNAL WATER SUPPLY WORKS |
| 218 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. |
| 219 | Concealed work including cutting chases and making good the walls etc. |
| 220 | 15mm dia nominal outer dia pipes |
| 221 | 20mm dia nominal outer dia pipes |
| 222 | 25mm dia nominal outer dia pipes |
| 223 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 224 | Internal work-Exposed on wall |
| 225 | 25mm dia nominal bore |
| 226 | 32mm dia nominal bore |
| 227 | 40mm dia nominal bore |
| 228 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 229 | Providing and fixing gun metal gate valve with wheel of approved quality. |
| 230 | 25mm dia nominal bore |
| 231 | 32mm dia nominal bore |
| 232 | 40mm dia nominal bore |
| 233 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 234 | 25 mm nominal bore |
| 235 | 3- Internal Electrification |
| 236 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C |
| 237 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 238 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed steel conduit as required. |
| 239 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 240 | Wiring for circuit/ submain wiring alongwith earth wire with thefollowing sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. |
| 241 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 242 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 243 | 4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 244 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit asrequired. |
| 245 | 2 Pair |
| 246 | Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit asrequired. |
| 247 | Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the samein case of recessed conduit as required. |
| 248 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessedconduit as required. |
| 249 | 25 mm |
| 250 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections butexcluding modular plate etc. as required. |
| 251 | Telephone socket outlet |
| 252 | TV socket outlet |
| 253 | Supplying and fixing two module stepped type electronic fanregulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 254 | Supplying and fixing following size/ modules, GI box alongwithmodular base & cover plate for modular switches in recess etc. as required. |
| 255 | 1 or 2 Module (75mmX75mm) |
| 256 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. asrequired. |
| 257 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connectionsetc. as required. |
| 258 | Supplying and fixing brass batten/ angle holder includingconnection etc. as required. |
| 259 | Installation ,Testing, Commissioning of wall bracket /ceilingfittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. |
| 260 | Supplying and fixing stiff pendent with 300 mm long, 20 mm dia X 1.6 mm thick steel conduit, aluminium cast back plate and brass holder complete, including wiring the down rod with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and painting etc. as required. |
| 261 | Supplying and fixing call bell/ buzzer suitable for single phase,230 V, complete as required. |
| 262 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5sq. mm FRLS PVC insulated, copper conductor, single core cable, includingproviding and fixing phenolic laminated sheet cover on the fan box etc. as required. |
| 263 | Installation of exhaust fan in the existing opening, includingmaking good the damage, connection, testing, commissioning etc. as required. |
| 264 | Upto 450 mm sweep |
| 265 | Extra for fixing the louvers/ shutters complete with frame for aexhaust fan of all sizes. |
| 266 | Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existingsurface/ recessed Steel/ PVC conduit as required. |
| 267 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulatedcopper conductor single core cable etc. as required. |
| 268 | Group C |
| 269 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). |
| 270 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing andfixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curveincluding connections, painting etc. as required. |
| 271 | Supplying and fixing following way, single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted includingearthing etc. as required. (But without MCB/RCCB/Isolator) |
| 272 | 12 way , Double door |
| 273 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But withoutMCB/RCCB/Isolator) |
| 274 | 6 way (4 + 18), Double door |
| 275 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete withconnections, testing and commissioning etc. as required. |
| 276 | Single pole |
| 277 | Double pole |
| 278 | Supplying and fixing 40/63A rating, 415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of Four poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Similar to Legrand DX3 AC MCBs or equivalent. |
| 279 | Supplying and installing following size of perforated paintedwith powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. |
| 280 | 100 mm width X 50 mm depth X 1.6 mm thickness |
| 281 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of2.7 metre long etc. with charcoal/ coke and salt as required. |
| 282 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I.pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 283 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or inrecess for connections etc. as required. |
| 284 | Supply and fixing of IP 20, Front Lit, Mid Power SMD type LED Light, recess/Surface mounting round 10 Watt to 15 Watt , Cut out Min 125 mm, Height Min 40 mm,, LED Down Lighter having Powder coated die cast aluminium housing with heat sink, High purity / transmisivity UV Stabilized Non yellowish diffuser/ Reflector for uniform light distribution, detachable driver set, suitable for 24 Hr Continuous Operation, Complete in All respect. 1200-1800 system lumens, >120 Lm/W, PF>0.95, THD <10% at full load, CRI >80, , >300V over voltage portection, 2.5 KV internal Surge Protection, with 5 years warrantee. CAT-AAA |
| 285 | Supply of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect. |
| 286 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 287 | Supply and fixing hexagonal Round G.P.fan box approved make made up of1.0 mm thick ISI Marked G.P.sheet spot welded Four to Eight holes for pipe entry of the box. Holes should be semi-shuttered type with 0.5 mmG.P. Sheet made upper & lower cover duly screwed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. |
| 288 | Supply & fixing of 225/230mm sweep ventilating (Light Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Copper motor for high air suction performance /Capacitor etc.), Noise level : (45 - 50) dB, Power consumption : 45 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Motor type : Normal Speed. Complete in all respect. |
| 289 | Supply of 10 watt Mirror LED light fitting Confirming to IP 65 and above protection Complete in all respect. |
| 290 | Supply and fixing of 9W LED retrofit bulb. |
| 291 | 4- Type -2 Residence - (6 NOS) |
| 292 | 1-Civil Work |
| 293 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer- incharge. All kinds of soil |
| 294 | 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. |
| 295 | Filling of earth under floor by carted earth from5 k. m. |
| 296 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 297 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 |
| 298 | Supplying chemical emulsion in sealedcontainers including delivery as specified. |
| 299 | Chlorpyriphos/ Lindane emulsifiableconcentrate of 20% |
| 300 | Diluting and injecting chemical emulsion for Pre-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : |
| 301 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : |
| 302 | With Chlorpyriphos/Lindane E.C. 20% with 1%concentration |
| 303 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate12.5mm nominal size) |
| 304 | 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. |
| 305 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re- design the mix or bear the cost of extra cement. |
| 306 | All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg/cum |
| 307 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re- design the mix or bear the cost of extra cement. |
| 308 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 309 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo- Mechanically Treated bars of grade Fe-500D or more. |
| 310 | UP TO PLINTH |
| 311 | ABOVE PLINTH |
| 312 | Centering and shuttering including strutting,propping etc. and removal of form for : |
| 313 | Foundations, footings, bases of columns, etc. formass concrete |
| 314 | Suspended floors, roofs, landings, balconies andaccess platform |
| 315 | Lintels, beams, plinth beams, girders,bressumers and cantilevers |
| 316 | Weather shade, Chajjas, corbels etc., includingedges |
| 317 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 318 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 319 | GROUND FLOOR |
| 320 | FIRST FLOOR |
| 321 | SECOND FLOOR |
| 322 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 323 | GROUND FLOOR |
| 324 | FIRST FLOOR |
| 325 | SECOND FLOOR |
| 326 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. |
| 327 | 35 mm thick including ISI marked StainlessSteel butt hinges with necessary screws |
| 328 | GROUND FLOOR |
| 329 | FIRST FLOOR |
| 330 | SECOND FLOOR |
| 331 | 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. |
| 332 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 333 | GROUND FLOOR |
| 334 | FIRST FLOOR |
| 335 | SECOND FLOOR |
| 336 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 337 | GROUND FLOOR |
| 338 | FIRST FLOOR |
| 339 | SECOND FLOOR |
| 340 | 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. |
| 341 | GROUND FLOOR |
| 342 | FIRST FLOOR |
| 343 | SECOND FLOOR |
| 344 | 15 mm cement plaster on rough side of single orhalf brick wall of mix: 1:4 (1 cement: 4 coarse sand) |
| 345 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement:6 coarse sand) |
| 346 | GROUND FLOOR |
| 347 | FIRST FLOOR |
| 348 | SECOND FLOOR |
| 349 | 12 mm cement plaster of mix : 1:6 (1 cement: 6coarse sand) |
| 350 | GROUND FLOOR |
| 351 | FIRST FLOOR |
| 352 | SECOND FLOOR |
| 353 | 6mm ceiling plaster of mix: 1:3 (1 cement:3 finesand) |
| 354 | GROUND FLOOR |
| 355 | FIRST FLOOR |
| 356 | SECOND FLOOR |
| 357 | 20 mm cement plaster of mix: 1 cement : 4coarse sand |
| 358 | GROUND FLOOR |
| 359 | FIRST FLOOR |
| 360 | SECOND FLOOR |
| 361 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 362 | GROUND FLOOR |
| 363 | FIRST FLOOR |
| 364 | SECOND FLOOR |
| 365 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. |
| 366 | 18 mm thick |
| 367 | GROUND FLOOR |
| 368 | FIRST FLOOR |
| 369 | SECOND FLOOR |
| 370 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. |
| 371 | Area of slab over 0.50 sqm |
| 372 | GROUND FLOOR |
| 373 | FIRST FLOOR |
| 374 | SECOND FLOOR |
| 375 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by approved make & colours), of 1st quality conforming to IS : 15622, of approved make, in colours & shade, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 376 | GROUND FLOOR |
| 377 | FIRST FLOOR |
| 378 | SECOND FLOOR |
| 379 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 380 | GROUND FLOOR |
| 381 | FIRST FLOOR |
| 382 | SECOND FLOOR |
| 383 | Finishing with Deluxe Multi surface paint for interiors and exteriors usin Primer as petmanufactures specifications: |
| 384 | 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 |
| 385 | GROUND FLOOR |
| 386 | FIRST FLOOR |
| 387 | SECOND FLOOR |
| 388 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufa |
| 389 | GROUND FLOOR |
| 390 | FIRST FLOOR |
| 391 | SECOND FLOOR |
| 392 | Finishing walls with water proofing cement paint of required shade : New work (Two ormore coats applied @ 3.84 kg/10 sqm) |
| 393 | GROUND FLOOR |
| 394 | FIRST FLOOR |
| 395 | SECOND FLOOR |
| 396 | White washing with lime to give an even shade : |
| 397 | New work (three or more coats) |
| 398 | GROUND FLOOR |
| 399 | FIRST FLOOR |
| 400 | SECOND FLOOR |
| 401 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : . New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC contect lesss than 50 gram/litre |
| 402 | GROUND FLOOR |
| 403 | FIRST FLOOR |
| 404 | SECOND FLOOR |
| 405 | Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete. |
| 406 | GROUND FLOOR |
| 407 | FIRST FLOOR |
| 408 | SECOND FLOOR |
| 409 | Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestorywindows, all complete with : |
| 410 | (a) 4 mm thick |
| 411 | GROUND FLOOR |
| 412 | FIRST FLOOR |
| 413 | SECOND FLOOR |
| 414 | Providing and fixing glass strips in joints of terrazo/ cement concretefloors. |
| 415 | 40 mm wide and 4 mm thick |
| 416 | GROUND FLOOR |
| 417 | FIRST FLOOR |
| 418 | SECOND FLOOR |
| 419 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc.complete : |
| 420 | 300x16 mm |
| 421 | GROUND FLOOR |
| 422 | FIRST FLOOR |
| 423 | SECOND FLOOR |
| 424 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) withnecessary screws etc. complete : |
| 425 | 250x10 mm |
| 426 | GROUND FLOOR |
| 427 | FIRST FLOOR |
| 428 | SECOND FLOOR |
| 429 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessaryscrews etc. complete : |
| 430 | 125 mm |
| 431 | GROUND FLOOR |
| 432 | FIRST FLOOR |
| 433 | SECOND FLOOR |
| 434 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 435 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 436 | With average thickness of 120 mm and minimumthickness at khurra as 65 mm. |
| 437 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 438 | Providing & filling of cinder in sunken portion of building including breaking into required sizes including supply of material, labour, T&P required for proper completion of works. |
| 439 | FIRST FLOOR |
| 440 | SECOND FLOOR |
| 441 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 442 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm |
| 443 | Drain along apron |
| 444 | 2- Internal Water Supply & External Water Supply |
| 445 | SANITARY INSTALLATIONS & C.P FITTINGS |
| 446 | Providing and fixing water closet squatting pan ( Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Parryware/ Hindware/ Seabird/ Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. |
| 447 | White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests |
| 448 | Providing & fixing white vitreous china Under Counter wash basin with C.I. brackets painted white, with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required. |
| 449 | a)White Vitreous China Wash basin size (605x410x200)mm Jaquar (FNS-WHT- 40701) |
| 450 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. wastefittings complete. |
| 451 | Semi rigid pipe |
| 452 | Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 453 | Providing and fixing Stainless Steel AISI 304(18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherrerever required. |
| 454 | Kitchen sink with drain board Size 510x1040 mm bowl depth 250mm |
| 455 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : |
| 456 | Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. |
| 457 | CP Brass fittings |
| 458 | Providing and fixing unplasticised PVC connection pipe with brass unions. |
| 459 | 45 cm length |
| 460 | 15 mm nominal bore |
| 461 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 |
| 462 | a) 15 mm nominal bore |
| 463 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. ( for sink) |
| 464 | a) 15 mm nominal bore |
| 465 | Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 |
| 466 | a) 15 mm nominal bore |
| 467 | Central Hole Basin Mixer with Popup Waste System with 450mm LongBraided Hoses (CQT-23169B jaguar) |
| 468 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (For bath) |
| 469 | 15 mm diameter |
| 470 | Providing and fixing C.P. brass shower rose with 15 or 20mm inlet |
| 471 | 150 mm diameter |
| 472 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: |
| 473 | 15mm nominal bore |
| 474 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 475 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 476 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. |
| 477 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms. |
| 478 | Providing and Fixing Toilet Paper Holder: |
| 479 | C.I. SOIL WASTE & VENT PIPES AND FITTINGS |
| 480 | Providing & fixing soil, waste and vent pipes. |
| 481 | Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
| 482 | a) 100mm dia centrifugally cast iron S & S pipe. |
| 483 | b) 75mm dia centrifugally cast iron S & S pipe. |
| 484 | Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. ( for wash basin waste ) |
| 485 | 32mm dia nominal bore |
| 486 | Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe. |
| 487 | a) 100mm |
| 488 | SS 304 grade coupling with EPDM rubber gasket |
| 489 | b)75mm |
| 490 | SS 304 grade coupling with EPDM rubber gasket |
| 491 | Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal |
| 492 | size). Including cost of cutting holes & making good the walls etc. |
| 493 | a) for 100mm dia pipe. |
| 494 | b) for 75mm dia pipe. |
| 495 | Providing & fixing cast iron coller. |
| 496 | a) 100mm dia. |
| 497 | b) 75mm dia. |
| 498 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 499 | a) 100mm inlet & 100mm outlet. |
| 500 | a) 100mm inlet & 75mm outlet. |
| 501 | Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. |
| 502 | a) 100mm |
| 503 | b) 75mm |
| 504 | Providing and fixing plain bend of required degree.Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
| 505 | a) 100mm |
| 506 | b) 75mm |
| 507 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 508 | 100x100x100mm |
| 509 | 75x75x75mm |
| 510 | Providing and fixing centrifugaly cast iron single equal plain junction of required degree. |
| 511 | 100x100x100mm |
| 512 | 75x75x75mm |
| 513 | Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : |
| 514 | 100x100x75mm |
| 515 | Providing and fixing single unequal plain invert branch of required degree : |
| 516 | 100x100x75mm |
| 517 | Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) |
| 518 | a) 100mm |
| 519 | b) 75mm |
| 520 | Providing and fixing cast iron terminal guard. |
| 521 | 100 mm |
| 522 | 75 mm |
| 523 | INTERNAL RAIN WATER DRAINAGE WORK |
| 524 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground). |
| 525 | 110 mm dia |
| 526 | Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. |
| 527 | 110 mm |
| 528 | Providing and fixing in floor and wall face Ringfit UPVC ASTRAL ULTRADRAIN Conventional system for soil and waste water pipes conforming to (HSN CODE: 3917) Type B including jointing with seal ring. (i) Double socketed pipes. |
| 529 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. (Make : Astral ) |
| 530 | i) 75mm dia |
| 531 | a) Providing & fixing UPVC 90˚ elbow |
| 532 | 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 10mm gap for thermalexpansion. |
| 533 | Coupler |
| 534 | 110 mm |
| 535 | Bend 87.5 degree |
| 536 | 110 mm Bend |
| 537 | Shoe (Plain) |
| 538 | 110 mm Shoe |
| 539 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 540 | Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 541 | 110 mm |
| 542 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. |
| 543 | INTERNAL WATER SUPPLY WORKS |
| 544 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. |
| 545 | Concealed work including cutting chases and making good the walls etc. |
| 546 | 15mm dia nominal outer dia pipes |
| 547 | 20mm dia nominal outer dia pipes |
| 548 | 25mm dia nominal outer dia pipes |
| 549 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 550 | Internal work-Exposed on wall |
| 551 | 25mm dia nominal bore |
| 552 | 32mm dia nominal bore |
| 553 | 40mm dia nominal bore |
| 554 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 555 | Providing and fixing gun metal gate valve with wheel of approved quality. |
| 556 | 32mm dia nominal bore |
| 557 | 40mm dia nominal bore |
| 558 | 50mm dia nominal bore |
| 559 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 560 | 25 mm nominal bore |
| 561 | 3- Internal Electrification |
| 562 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C |
| 563 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 564 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed steel conduit as required. |
| 565 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 566 | Wiring for circuit/ submain wiring alongwith earth wire with thefollowing sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. |
| 567 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 568 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 569 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 570 | 2 Pair |
| 571 | Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVCconduit as required. |
| 572 | Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the samein case of recessed conduit as required. |
| 573 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessedconduit as required. |
| 574 | 25 mm |
| 575 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections butexcluding modular plate etc. as required. |
| 576 | Telephone socket outlet |
| 577 | TV socket outlet |
| 578 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box includingconnections but excluding modular plate etc. as required. |
| 579 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc.as required. |
| 580 | 1 or 2 Module (75mmX75mm) |
| 581 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. asrequired. |
| 582 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connectionsetc. as required. |
| 583 | Supplying and fixing brass batten/ angle holder includingconnection etc. as required. |
| 584 | Installation ,Testing, Commissioning of wall bracket /ceilingfittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. |
| 585 | Supplying and fixing call bell/ buzzer suitable for single phase,230 V, complete as required. |
| 586 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioningetc. as required. |
| 587 | Upto 450 mm sweep |
| 588 | Extra for fixing the louvers/ shutters complete with frame for aexhaust fan of all sizes. |
| 589 | Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existingsurface/ recessed Steel/ PVC conduit as required. |
| 590 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulatedcopper conductor single core cable etc. as required. |
| 591 | Group C |
| 592 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). |
| 593 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing andfixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curveincluding connections, painting etc. as required. |
| 594 | Supplying and fixing following way, single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted includingearthing etc. as required. (But without MCB/RCCB/Isolator) |
| 595 | 12 way , Double door |
| 596 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete withconnections, testing and commissioning etc. as required. |
| 597 | Single pole |
| 598 | Double pole |
| 599 | Supplying and installing following size of perforated paintedwith powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etcas required. |
| 600 | 100 mm width X 50 mm depth X 1.6 mm thickness |
| 601 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of2.7 metre long etc. with charcoal/ coke and salt as required. |
| 602 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut,bolt, spring, washer excavation and re-filling etc. as required. |
| 603 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or inrecess for connections etc. as required. |
| 604 | Supply and fixing of IP 20, Front Lit, Mid Power SMD type LED Light, recess/Surface mounting round 10 Watt to 15 Watt , Cut out Min 125 mm, Height Min 40 mm,, LED Down Lighter having Powder coated die cast aluminium housing with heat sink, High purity / transmisivity UV Stabilized Non yellowish diffuser/ Reflector for uniform light distribution, detachable driver set, suitable for 24 Hr Continuous Operation, Complete in All respect. 1200-1800 system lumens, >120 Lm/W, PF>0.95, THD <10% at full load, CRI >80, , >300V over voltage portection, 2.5 KV internal Surge Protection, with 5 years warrantee. CAT-AAA |
| 605 | Supply of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect. |
| 606 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 607 | Supply and fixing hexagonal Round G.P.fan box approved make made up of 1.0 mm thick ISI Marked G.P.sheet spot welded Four to Eight holes for pipe entry of the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. |
| 608 | Supply & fixing of 225/230mm sweep ventilating (Light Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Copper motor for high air suction performance /Capacitor etc.), Noise level : (45 - 50) dB, Power consumption : 45 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Motor type : Normal Speed. Complete in all respect. |
| 609 | Supply of 10 watt Mirror LED light fitting Confirming to IP 65 and above protection Complete in all respect. |
| 610 | Supply and fixing of 9W LED retrofit bulb. |
| 611 | 5- Type -1 Residence- (6 NOS) |
| 612 | 1-Civil Work |
| 613 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil |
| 614 | 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 liftupto 1.5 m. |
| 615 | Filling of earth under floor by carted earth from 5 k. m. |
| 616 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 617 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived fromnatural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 618 | Supplying chemical emulsion in sealed containersincluding delivery as specified. |
| 619 | Chlorpyriphos/ Lindane emulsifiable concentrate of20% |
| 620 | Diluting and injecting chemical emulsion for Pre-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : |
| 621 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to matchthe existing floor : |
| 622 | With Chlorpyriphos/Lindane E.C. 20% with 1%concentration |
| 623 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominalsize) |
| 624 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally withapiece of cloth lightly soaked in kerosene oil. |
| 625 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 626 | All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 627 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 628 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cement contentof 330 kg /cum |
| 629 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 630 | UP TO PLINTH |
| 631 | ABOVE PLINTH |
| 632 | Centering and shuttering including strutting, proppingetc. and removal of form for : |
| 633 | Foundations, footings, bases of columns, etc. for mass concrete |
| 634 | Suspended floors, roofs, landings, balconies and access platform |
| 635 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 636 | Weather shade, Chajjas, corbels etc., including edges |
| 637 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarsesand) |
| 638 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 639 | G. F. |
| 640 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement :4 coarse sand) |
| 641 | G. F. |
| 642 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on bothfaces of shutters. |
| 643 | 35 mm thick including ISI marked Stainless Steel butthinges with necessary screws |
| 644 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer usingstructural steel etc. as required. |
| 645 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 646 | In gratings, frames, guard bar, ladder, railings,brackets, gates and similar works |
| 647 | 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. |
| 648 | 15 mm cement plaster on rough side of single or halfbrick wall of mix: 1:4 (1 cement: 4 coarse sand) |
| 649 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) |
| 650 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarsesand) |
| 651 | 6mm ceiling plaster of mix: 1:3 (1 cement:3 fine sand) |
| 652 | 20 mm cement plaster of mix: 1 cement : 4 coarse sand |
| 653 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 654 | Cement plaster skirting up to 30 cm height, with cementmortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. |
| 655 | 18 mm thick |
| 656 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by approved make & colours), of 1st quality conforming to IS : 15622, of approved make, in colours & shade, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ sqm including grouting the joints withwhite cement and matching pigments etc., complete. |
| 657 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shadecomplete. |
| 658 | Finishing with Deluxe Multi surface paint for interiors and exteriors usin Primer as pet manufacturesspecifications: |
| 659 | 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 |
| 660 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10sqm of approved brand and manufa |
| 661 | Finishing walls with water proofing cement paint ofrequired shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 662 | White washing with lime to give an even shade : |
| 663 | New work (three or more coats) |
| 664 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : . New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC contect lesss than 50 gram/litre |
| 665 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare thesurface even and smooth complete. |
| 666 | Providing and fixing glass strips in joints of terrazo/ cement concretefloors. |
| 667 | 40 mm wide and 4 mm thick |
| 668 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : |
| 669 | 300x16 mm |
| 670 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screwsetc. complete : |
| 671 | 250x10 mm |
| 672 | Providing and fixing ISI marked oxidised M.S. handlesconforming to IS:4992 with necessary screws etc. complete : |
| 673 | 125 mm |
| 674 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in- charge to required slope and treating similarly the adjoining walls upto 300 mm height including roundingof junctions of walls and slabs. |
| 675 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed andspecified by the Engineer-in-Charge : |
| 676 | With average thickness of 120 mm and minimumthickness at khurra as 65 mm. |
| 677 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonrywith polymer mixed slurry. |
| 678 | Providing & filling of cinder in sunken portion of building including breaking into required sizes including supply of material, labour, T&P required for proper completion of works. |
| 679 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outletcomplete. |
| 680 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc.complete. 110 mm |
| 681 | Drain Along Aprain |
| 682 | 2- Internal Water Supply & External Water Supply |
| 683 | SANITARY INSTALLATIONS & C.P FITTINGS |
| 684 | Providing and fixing water closet squatting pan ( Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Parryware/Hindware/Seabird/Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. |
| 685 | White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests |
| 686 | Providing & fixing white vitreous china Under Counter wash basin with C.I. brackets painted white, with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required. |
| 687 | a)White Vitreous China Wash basin size (605x410x200)mm Jaquar (FNS-WHT- 40701) |
| 688 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 689 | Semi rigid pipe |
| 690 | Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 691 | Providing and fixing Stainless Steel AISI 304(18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherrerever required. |
| 692 | Kitchen sink with drain board Size 510x1040 mm bowl depth 250mm |
| 693 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : |
| 694 | Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge andfinished smooth. |
| 695 | CP Brass fittings |
| 696 | Providing and fixing unplasticised PVC connection pipe with brass unions. |
| 697 | 45 cm length |
| 698 | 15 mm nominal bore |
| 699 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 |
| 700 | a) 15 mm nominal bore |
| 701 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. ( for sink) |
| 702 | a) 15 mm nominal bore |
| 703 | Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 |
| 704 | a) 15 mm nominal bore |
| 705 | Central Hole Basin Mixer with Popup Waste System with 450mm LongBraided Hoses (CQT-23169B jaguar) |
| 706 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (For bath) |
| 707 | 15 mm diameter |
| 708 | Providing and fixing C.P. brass shower rose with 15 or 20mm inlet |
| 709 | 150 mm diameter |
| 710 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: |
| 711 | 15mm nominal bore |
| 712 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 713 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 714 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. |
| 715 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms. |
| 716 | Providing and Fixing Toilet Paper Holder: |
| 717 | C.I. SOIL WASTE & VENT PIPES AND FITTINGS |
| 718 | Providing & fixing soil, waste and vent pipes. |
| 719 | Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
| 720 | a) 100mm dia centrifugally cast iron S & S pipe. |
| 721 | b) 75mm dia centrifugally cast iron S & S pipe. |
| 722 | Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. ( for wash basin waste ) |
| 723 | 32mm dia nominal bore |
| 724 | Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe. |
| 725 | a) 100mm |
| 726 | SS 304 grade coupling with EPDM rubber gasket |
| 727 | b)75mm |
| 728 | SS 304 grade coupling with EPDM rubber gasket |
| 729 | Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal |
| 730 | size). Including cost of cutting holes & making good the walls etc. |
| 731 | a) for 100mm dia pipe. |
| 732 | b) for 75mm dia pipe. |
| 733 | Providing & fixing cast iron coller. |
| 734 | a) 100mm dia. |
| 735 | b) 75mm dia. |
| 736 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 737 | a) 100mm inlet & 100mm outlet. |
| 738 | a) 100mm inlet & 75mm outlet. |
| 739 | Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. |
| 740 | a) 100mm |
| 741 | b) 75mm |
| 742 | Providing and fixing plain bend of required degree.Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
| 743 | a) 100mm |
| 744 | b) 75mm |
| 745 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 746 | 100x100x100mm |
| 747 | 75x75x75mm |
| 748 | Providing and fixing centrifugaly cast iron single equal plain junction of required degree. |
| 749 | 100x100x100mm |
| 750 | 75x75x75mm |
| 751 | Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : |
| 752 | 100x100x75mm |
| 753 | Providing and fixing single unequal plain invert branch of required degree : |
| 754 | 100x100x75mm |
| 755 | Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) |
| 756 | a) 100mm |
| 757 | b) 75mm |
| 758 | Providing and fixing cast iron terminal guard. |
| 759 | 100 mm |
| 760 | 75 mm |
| 761 | INTERNAL RAIN WATER DRAINAGE WORK |
| 762 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground). |
| 763 | 110 mm dia |
| 764 | Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. |
| 765 | 110 mm |
| 766 | Providing and fixing in floor and wall face Ringfit UPVC ASTRAL ULTRADRAIN Conventional system for soil and waste water pipes conforming to (HSN CODE: 3917) Type B including jointing with seal ring. (i) Double socketed pipes. |
| 767 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. (Make : Astral ) |
| 768 | i) 75mm dia |
| 769 | a) Providing & fixing UPVC 90˚ elbow |
| 770 | 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 10mm gap for thermal expansion. |
| 771 | Coupler |
| 772 | 110 mm |
| 773 | Bend 87.5 degree |
| 774 | 110 mm Bend |
| 775 | Shoe (Plain) |
| 776 | 110 mm Shoe |
| 777 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 778 | Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 779 | 110 mm |
| 780 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. |
| 781 | INTERNAL WATER SUPPLY WORKS |
| 782 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. |
| 783 | Concealed work including cutting chases and making good the walls etc. |
| 784 | 15mm dia nominal outer dia pipes |
| 785 | 20mm dia nominal outer dia pipes |
| 786 | 25mm dia nominal outer dia pipes |
| 787 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 788 | Internal work-Exposed on wall |
| 789 | 25mm dia nominal bore |
| 790 | 32mm dia nominal bore |
| 791 | 40mm dia nominal bore |
| 792 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 793 | Providing and fixing gun metal gate valve with wheel of approved quality. |
| 794 | 32mm dia nominal bore |
| 795 | 40mm dia nominal bore |
| 796 | 50mm dia nominal bore |
| 797 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 798 | 25 mm nominal bore |
| 799 | 3-Internal Electrification |
| 800 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C |
| 801 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 802 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed steel conduit as required. |
| 803 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 804 | Wiring for circuit/ submain wiring alongwith earth wire with thefollowing sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. |
| 805 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 806 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 807 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit asrequired. |
| 808 | 2 Pair |
| 809 | Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVCconduit as required. |
| 810 | Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the samein case of recessed conduit as required. |
| 811 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessedconduit as required. |
| 812 | 25 mm |
| 813 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections butexcluding modular plate etc. as required. |
| 814 | Telephone socket outlet |
| 815 | TV socket outlet |
| 816 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 817 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc.as required. |
| 818 | 1 or 2 Module (75mmX75mm) |
| 819 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. asrequired. |
| 820 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connectionsetc. as required. |
| 821 | Supplying and fixing brass batten/ angle holder including connection etc. as required. |
| 822 | Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. |
| 823 | Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. |
| 824 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. |
| 825 | Upto 450 mm sweep |
| 826 | Extra for fixing the louvers/ shutters complete with frame for aexhaust fan of all sizes. |
| 827 | Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existingsurface/ recessed Steel/ PVC conduit as required. |
| 828 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulatedcopper conductor single core cable etc. as required. |
| 829 | Group C |
| 830 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). |
| 831 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing andfixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curveincluding connections, painting etc. as required. |
| 832 | Supplying and fixing following way, single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted includingearthing etc. as required. (But without MCB/RCCB/Isolator) |
| 833 | 12 way , Double door |
| 834 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete withconnections, testing and commissioning etc. as required. |
| 835 | Single pole |
| 836 | Double pole |
| 837 | Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. |
| 838 | 100 mm width X 50 mm depth X 1.6 mm thickness |
| 839 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of2.7 metre long etc. with charcoal/ coke and salt as required. |
| 840 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I.pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 841 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or inrecess for connections etc. as required. |
| 842 | Supply and fixing of IP 20, Front Lit, Mid Power SMD type LED Light, recess/Surface mounting round 10 Watt to 15 Watt , Cut out Min 125 mm, Height Min 40 mm,, LED Down Lighter having Powder coated die cast aluminium housing with heat sink, High purity / transmisivity UV Stabilized Non yellowish diffuser/ Reflector for uniform light distribution, detachable driver set, suitable for 24 Hr Continuous Operation, Complete in All respect. 1200-1800 system lumens, >120 Lm/W, PF>0.95, THD <10% at full load, CRI >80, , >300V over voltage portection, 2.5 KV internal Surge Protection, with 5 years warrantee. CAT-AAA |
| 843 | Supply of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect. |
| 844 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 845 | Supply and fixing hexagonal Round G.P.fan box approved make made up of 1.0 mm thick ISI Marked G.P.sheet spot welded Four to Eight holes for pipe entry of the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of thework. |
| 846 | Supply & fixing of 225/230mm sweep ventilating (Light Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Copper motor for high air suction performance /Capacitor etc.), Noise level : (45 - 50) dB, Power consumption : 45 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Motor type : Normal Speed. Complete in all respect. |
| 847 | Supply of 10 watt Mirror LED light fitting Confirming to IP 65 and above protection Complete in all respect. |
| 848 | Supply and fixing of 9W LED retrofit bulb. |
| 849 | 6- Boundary Wall |
| 850 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil |
| 851 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 852 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 853 | Concrete of M25 grade with minimum cementcontent of 330 kg /cum All works upto plinth level |
| 854 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 855 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 856 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-MechanicallyTreated bars of grade Fe-500D or more. |
| 857 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 858 | Lintels, beams, plinth beams, girders, bressumersand cantilevers |
| 859 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1cement : 6 coarse sand) |
| 860 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 861 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 862 | 1:2:4 (1 Cement : 2 coarse sand derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 863 | 12 mm cement plaster of mix : 1:6 (1 cement: 6coarse sand) |
| 864 | Finishing walls with water proofing cement paintof required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 865 | 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. |
| 866 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 867 | Finishing with Deluxe Multi surface paint for interiors and exteriors usin Primer as pet manufactures specifications: |
| 868 | 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 |
| 869 | Main Gate- ( 2 Nos) |
| 870 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil |
| 871 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 872 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 873 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 874 | All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 875 | Steel reinforcement for R.C.C. work includingstraightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 876 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 877 | Centering and shuttering including strutting, proppingetc. and removal of form for : |
| 878 | Foundations, footings, bases of columns, etc. for massconcrete |
| 879 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 880 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarsesand) |
| 881 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 882 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 883 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : |
| 884 | 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 |
| 885 | 7- C.C Road |
| 886 | 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. |
| 887 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 888 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 889 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 890 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 891 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). |
| 892 | Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer DSR 16.43.2 |
| 893 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) |
| 894 | Strom Water Drain (Size 300 X450) |
| 895 | 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. |
| 896 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 897 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 898 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster. |
| 899 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 900 | 8- Pump House, O.H.T. & Tubewell |
| 901 | A- Pump House (Civil Work) |
| 902 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directedby Engineer-incharge. All kinds of soil |
| 903 | Transportation of Surplus Excavation Earth |
| 904 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 905 | Supplying chemical emulsion in sealedcontainers including delivery as specified. |
| 906 | Chlorpyriphos/ Lindane emulsifiableconcentrate of 20% |
| 907 | Diluting and injecting chemical emulsion for Pre-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemicalemulsion) : |
| 908 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existingfloor : |
| 909 | With Chlorpyriphos/Lindane E.C. 20% with1% concentration |
| 910 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 911 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stoneaggregate 12.5mm nominal size) |
| 912 | 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 ofcloth lightly soaked in kerosene oil. |
| 913 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re- design the mix or bear the cost of extracement. |
| 914 | All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg/cum |
| 915 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re- design the mix or bear the cost of extracement. |
| 916 | All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 917 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo- Mechanically Treated bars of grade Fe-500Dor more. |
| 918 | Centering and shuttering including strutting,propping etc. and removal of form for : |
| 919 | Suspended floors, roofs, landings, balconiesand access platform |
| 920 | Lintels, beams, plinth beams, girders,bressumers and cantilevers |
| 921 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6(1 cement : 6 coarse sand) |
| 922 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 923 | work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. |
| 924 | In gratings, frames, guard bar, ladder, railings,brackets, gates and similar works |
| 925 | In gratings, frames, guard bar, ladder, railings,brackets, gates and similar works |
| 926 | 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. |
| 927 | Structural steel work riveted, bolted or weldedin built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 928 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneerson both faces of shutters. |
| 929 | 35 mm thick including ISI marked StainlessSteel butt hinges with necessary screws |
| 930 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :300x16 mm |
| 931 | Providing and fixing aluminium tower bolts,ISI marked, powder coated (minimum thickness of powder coating 50 micron) transparent or dyed to required colour or shade, with necessary screws etc. complete :250x10 mm. |
| 932 | Providing and fixing aluminium handles, ISI marked, powder coated (minimum thickness of powder coating 50 micron) transparent or dyed to required colour or shade, with necessaryscrews etc. complete :125 mm. |
| 933 | Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestorywindows, all complete with : |
| 934 | (a) 4 mm thick |
| 935 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs andbeams. |
| 936 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4coarse sand) |
| 937 | 12 mm cement plaster of mix : 1:6 (1 cement:6 coarse sand) smooth plaster |
| 938 | 12 mm cement plaster of mix : 1:6 (1 cement:6 coarse sand) rough plaster |
| 939 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thickwith 20 mm nominal size stone aggregate |
| 940 | with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. |
| 941 | 18 mm thick |
| 942 | Finishing walls with water proofing cementpaint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 943 | Distempering with 1st quality acrylicdistemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour: . New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC contect lesss than50 gram/litre |
| 944 | Finishing with Deluxe Multi surface paint forinteriors and exteriors usin Primer as pet manufactures specifications: |
| 945 | 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 ofapproved brand and manufacture |
| 946 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm ofapproved brand and manufa |
| 947 | water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height includingrounding of junctions of walls and slabs. |
| 948 | (c) After two days of proper curing applying asecond coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified bythe Engineer-in-Charge : |
| 949 | With average thickness of 120 mm andminimum thickness at khurra as 65 mm. |
| 950 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) overP.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishingthe outlet complete. |
| 951 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mmgap for thermal expansion, |
| 952 | 110 mm diameter |
| 953 | 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 gap for thermal expansion. |
| 954 | Single pushfit Coupler |
| 955 | 110 mm |
| 956 | Bend 87.5° |
| 957 | 110 mm bend |
| 958 | Shoe (Plain) |
| 959 | 110 mm Shoe |
| 960 | B- ELECTRIFICATION WORK |
| 961 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C |
| 962 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 963 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed steel conduit as required. |
| 964 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 965 | Wiring for circuit/ submain wiring alongwith earth wire with thefollowing sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. |
| 966 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 967 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connectionsetc. as required. |
| 968 | Installation ,Testing, Commissioning of wall bracket /ceilingfittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. |
| 969 | Installation of exhaust fan in the existing opening, includingmaking good the damage, connection, testing, commissioning etc. as required. |
| 970 | Upto 450 mm sweep |
| 971 | Extra for fixing the louvers/ shutters complete with frame for aexhaust fan of all sizes. |
| 972 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulatedcopper conductor single core cable etc. as required. |
| 973 | Group C |
| 974 | Supplying and fixing following way, single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted includingearthing etc. as required. (But without MCB/RCCB/Isolator) |
| 975 | 12 way , Double door |
| 976 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete withconnections, testing and commissioning etc. as required. |
| 977 | Single pole |
| 978 | Double pole |
| 979 | Supplying and installing following size of perforated paintedwith powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. |
| 980 | 100 mm width X 50 mm depth X 1.6 mm thickness |
| 981 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of2.7 metre long etc. with charcoal/ coke and salt as required. |
| 982 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut,bolt, spring, washer excavation and re-filling etc. as required. |
| 983 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or inrecess for connections etc. as required. |
| 984 | Supply of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect. |
| 985 | Supply of 300mm sweep ventilating (Medium Heavy Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Double ball bearing /Copper motor /Capacitor etc.), Noise level : (45 - 50) dB, Power consumption : 70/85 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Speed : 900/1400 RPM. Complete in all respect. |
| 986 | C- 25 KL O.H.T. OF 19 M. STAGING |
| 987 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil |
| 988 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived fromnatural sources) |
| 989 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 990 | All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg/cum |
| 991 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 992 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo- Mechanically Treated bars of grade Fe-500D ormore. |
| 993 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 994 | Foundations, footings, bases of columns, etc. formass concrete |
| 995 | Walls (any thickness) including attached pilasters, butteresses, plinth and string coursesetc. |
| 996 | Suspended floors, roofs, landings, balconies andaccess platform |
| 997 | Lintels, beams, plinth beams, girders, bressumersand cantilevers |
| 998 | Columns, Pillars, Piers, Abutments, Posts andStruts |
| 999 | 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. asrequired. |
| 1000 | In grill, gratings, frames, guard bar, ladder,railings, brackets, gates and similar works |
| 1001 | Finishing with Deluxe Multi surface paint forinteriors and exteriors usin Primer as pet manufactures specifications: |
| 1002 | 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 |
| 1003 | Cement plaster 1:3 (1 cement: 3 coarse sand)finished with a floating coat of neat cement. |
| 1004 | 20 mm cement plaster |
| 1005 | Finishing walls with water proofing cement paintof required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 1006 | Providing and fixing G.I. pipes complete withG.I. fittings including trenching and refilling etc. |
| 1007 | 80 mm dia nominal bore |
| 1008 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, withC.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cementcomplete as per standard design : |
| 1009 | With common burnt clay F.P.S.(non modular)bricks of class designation 7.5 |
| 1010 | Providing and fixing gun metal gate valve withC.I. wheel of approved quality (screwed end) : |
| 1011 | 80 mm nominal bore |
| 1012 | D- TUBE WELL ( 2 Nos of Bore Well) |
| 1013 | BORE WELL INSTALLATIONS (As per D.S.R.2018) |
| 1014 | Boring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS: 2800 (Part I), including collecting samples from diffrenet strata, preparing and submitting strata chart/bore log, including hire running charges of all equipments, tools, plants & machineres required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depthbelow ground level. |
| 1015 | All types of soil |
| 1016 | 300 mm dia |
| 1017 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as perdirection of Engineer -in-charge |
| 1018 | 100mm nominal size dia |
| 1019 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (RMS) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as perdirection of Engineer -in-charge. |
| 1020 | 100mm nominal size dia |
| 1021 | `Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge. |
| 1022 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 1023 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. |
| 1024 | 100 mm nominal size dia |
| 1025 | Providing and fixing Bail plug/ Bottom plug of required diato the bottom of pipe assembly of tubewell as per IS:2800 (part I). |
| 1026 | 100 mm dia |
| 1027 | BORE WELL INSTALLATIONS (NON-SCHEDULED ITEMS) |
| 1028 | Supplying & Installation of suitable Hp submersible pumpB.S or K.S.B or equivalent make with finolex cable 1x3x2.5 squmm(upto 75mtr) withflexible conduit 25mm dia, electrical out door pannel with required electrical fitting such as MCB of 0-25Amp (Havell or Indocopp or MDS make), Volt & Ampere meter (AE make), single phase preventer (Minilac or VSP -1 make) starter (L&T or BCH make) etc of approved make, 40mm HDPE Pipe (25 mtr) and all accessories complete as per requirement of site. |
| 1029 | NOTES |
| 1030 | a) Contractor shall include the rate of electrical control panels complete with all accessories &controls, all Electrical/Mechanical items as required to operate the system automatic/manual. |
| 1031 | b) Contractor to select suitable HP of pumps . |
| 1032 | c) Level Controller with sufficient nos. of low / high level alarms, contacts with electrodes and control wiring for the automatic operation of water supply pumps, Submersible Sump Pumps, to achieve the functional requirement shall be provided. Control wiring between these pumps and water tanks shall be provided.Domestic water pumps must start at low water level in overhead domestic water tank & stop at high level in that water tank. Dry running protection shall be provided for all the pumps.Sequencing shall be provided for each set of pumps. |
| 1033 | 9- Rain Water Harvesting |
| 1034 | 1- PROPOSED FILTRATION TANK |
| 1035 | 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. |
| 1036 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil |
| 1037 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1038 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Slabs |
| 1039 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 1040 | Suspended floors, roofs, landings, balconies and access platform |
| 1041 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 1042 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 1043 | 15 mm cement plaster in single coat on plinth 1 cement: 4 course sand in plinth. |
| 1044 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar |
| 1045 | Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg |
| 1046 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. |
| 1047 | All types of soil |
| 1048 | 400 mm dia |
| 1049 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. |
| 1050 | 200 mm nominal size dia |
| 1051 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, onforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. |
| 1052 | 200 mm nominal size dia |
| 1053 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 1054 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. |
| 1055 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. |
| 1056 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineerin- charge. |
| 1057 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia |
| 1058 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia |
| 1059 | RAIN WATER COLLECTION DRAIN WITH GULLY CHAMBER |
| 1060 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: |
| 1061 | All kinds of soil |
| 1062 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. |
| 1063 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 1064 | 150 mm dia. R.C.C. pipe |
| 1065 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round P.V.C. pipes including bed concrete as per standard design: |
| 1066 | 150 mm diameter P.V.C. pipe |
| 1067 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: |
| 1068 | Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : |
| 1069 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 1070 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : |
| 1071 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 1072 | 10- Septic Tank ( 4 Nos) |
| 1073 | Size :- Length = 8.00 M. Width = 3.03 M Total Depth = 1.64 M |
| 1074 | 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. |
| 1075 | In all kind of soil |
| 1076 | Extra additional lift above 1.5 m |
| 1077 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1078 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 1079 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster. |
| 1080 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 1081 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Slabs |
| 1082 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 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) (Plinth Beam) |
| 1083 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 1084 | Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. |
| 1085 | Providing and fixing 150 mm S.C.I. tee at the inlet and outlet of septic tank. |
| 1086 | Providing & fixing 75mm dia vent pipes. |
| 1087 | Providing & fixing of 75mm dia cast iron terminal guard. |
| 1088 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 1089 | M.D. -10- Circular shape 500mm internal diameter |
| 1090 | L.D. -2.5- Circular shape 450mm internal diameter |
| 1091 | 11-SOAK PIT (2500 MM DIA & 3000 MM DEPTH) ( 4 Nos) |
| 1092 | Earth work in excavation |
| 1093 | Depth above 1.50 Mtr. |
| 1094 | P.C.C. in Foundation |
| 1095 | 1st Class B/W in foundation |
| 1096 | R.C.C. work (1:1.5:3) |
| 1097 | SHUTTERING IN SLAB |
| 1098 | M.S. work in R.C.C. |
| 1099 | Providing & filling of brick bat inside of upper layer in soak pit. |
| 1100 | 12- External Plumbing |
| 1101 | Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. |
| 1102 | 1.50 m depth |
| 1103 | Pipes 80 mm to 300 mm diameter |
| 1104 | 1.50 m to 3.00 m depth |
| 1105 | Open timbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) |
| 1106 | Depth not exceeding 1.5 meter |
| 1107 | Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. |
| 1108 | 150 mm. dia. RCC Pipes |
| 1109 | 250 mm. dia. RCC Pipes |
| 1110 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design |
| 1111 | 150 mm. dia. |
| 1112 | 250 mm. dia. |
| 1113 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. |
| 1114 | Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). |
| 1115 | With common burnt clay FPS (non modular) bricks of class designation 75 |
| 1116 | (i) For Sewer Line |
| 1117 | Extra for depth for manholes: |
| 1118 | Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 |
| 1119 | Inside size 90x120cms and 90cms deep including CI cover with frame (MEDIUM duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58kg). |
| 1120 | With common burnt clay FPS (non modular) bricks of class designation 75 |
| 1121 | (i) For Sewer Line |
| 1122 | Extra for depth for manholes: |
| 1123 | Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 |
| 1124 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : |
| 1125 | 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : |
| 1126 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 1127 | Extra for depth for manholes: |
| 1128 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m |
| 1129 | Constructing brick masonary circular manhole 1.22 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design: |
| 1130 | 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately): |
| 1131 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 1132 | Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68m to 2.29m |
| 1133 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 1134 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cementm concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : |
| 1135 | RISING MAIN AND BYE PASS ARRANGEMENT |
| 1136 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 1137 | External work |
| 1138 | 80 mm nominal dia Pipes |
| 1139 | 65 mm nominal dia Pipes |
| 1140 | DISTRIBUTION SYSTEM |
| 1141 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 1142 | 65mm nominal bore. |
| 1143 | 80mm nominal bore. |
| 1144 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : |
| 1145 | 100mm nominal bore. |
| 1146 | 150mm nominal bore. |
| 1147 | Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design : |
| 1148 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 1149 | Constructing brick masonry chamber 600 x 600 x 750 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C. I. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 : 3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design |
| 1150 | Providing and fixing C.I. double acting air valve of approved bolts, nuts, rubber insertion etc. complete. (The Tail pieces, required will be paid separately): |
| 1151 | 50 mm dia |
| 1152 | 80 mm dia |
| 1153 | GST Extra as applicable Please Enable Macros to View BoQ information |
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