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| Sl. No. | Item Description |
| 1 | Civil items:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth within all lead and lift as directed by Engineer-in-Charge:a) All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth within all lead and lift as directed by Engineer-in-Charge. a) All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth within all lead and lift as directed by Engineer-in-Charge. a) Ordinary rock as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 4 | 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, within all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all lead and lift. a) All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 5 | 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, within all lead and lift as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :a)1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :a) 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :a) 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) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for :a)Foundations, footings, bases for columns as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for :a) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 12 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling & dressing & finishing the top smooth as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 13 | 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 : a) 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) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 14 | 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) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for :a) Foundations, footings, bases of columns, etc. for mass concrete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for :a) Shelves (Cast in situ) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for :a) Lintels, beams, plinth beams, girders, bressumers and cantilevers as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for :a)Columns, Pillars, Piers, Abutments, Posts and Struts as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 21 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementa) All works upto plinth leveli) Concrete of M30 grade with minimum cement content of 350 kg /cum as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 22 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.a) All works above plinth level upto floor V level.i) Concrete of M30 grade with minimum cement content of 350 kg /cum as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 23 | Add for using extra cement in the items of design mix over and above the specified cement content therein as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 24 | 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 :a) Cement mortar 1:6 (1 cement: 6 coarse sand) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 25 | Half brick masonry 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. a) Cement mortar 1:4 (1 cement:4 coarse sand) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 26 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. ird course of half brick masonry as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 27 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level.a) Masonry work (first sort) , in cement mortar 1:6 (1 cement : 6 coarse sand) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 28 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and pre-polished, 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. a) Granite stone slab colour black, Cherry/Ruby red.i) Area of slab over 0.50 sqm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 29 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.a) Granite work as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 30 | 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 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 31 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).a)Second class teak wood as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 32 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).a) Sal wood as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 33 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately).a) Second class teak woodi) 35 mm thick shutters as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 34 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. a) Kiln seasoned and chemically treated hollock wood as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 35 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.a) Float glass panes i) 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 36 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.a) Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 37 | Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 38 | 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. a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 39 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 40 | Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured): a) Rectangular or square |
| 41 | Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25 mm with two chromium plated brass brackets fixed withC.P. brass screws and PVC sleeves etc., wherever necessary complete : a) 20 mm dia as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 42 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) a) 300x16 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 43 | Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete :a) 100x60x2.50 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 44 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :a) 250x10 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 45 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :a) 150x10 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 46 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 47 | Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete.a) 50 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 48 | Providing and fixing bright finished brass handles with screws etc. complete:a)125 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 49 | Providing and fixing bright finished brass handles with screws etc. complete:a)100 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 50 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 51 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 52 | Providing and fixing cup board shutters 25mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked exterior grade (Grade l Type ll) having one side decorative lamination and other side balancing lamination including IInd class teak wood lipping of 25mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges complete as per direction of the Engineer-in-Charge |
| 53 | Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc.After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod pf approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS:16231 shall be paid separately.Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for:(i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3.(ii) Sites with structure height more than 20m for all wind speeds.a) Three track three panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.i) Using R4 series with frame (115mm & above) x (45mm & above) & sash (44mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point locking system. (Height above 1.8 meter) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 54 | Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc.After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod pf approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS:16231 shall be paid separately.Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for:(i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3.(ii) Sites with structure height more than 20m for all wind speeds.a) Two track two panels sliding door with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system, adjustable nylon rollers with SS 304 body.i) Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm & above) x (74mm & above). (Height upto 2.5 meter) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts |
| 55 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 56 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. a) Hot finished welded type tubes as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 57 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 58 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :a) 25 mm thick as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 59 | 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 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 60 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 61 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc.,., complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 62 | 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 @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. a) Size of Tile 600x600 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 63 | Providing and fixing plain multipurpose cement board (Height pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid separately).a) 6 mm thick Cement fiber board, Type-B, Category-III as per IS: 14862 : 2000 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 64 | Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS: 8183. Density 16 kg/m°, 50 mm thick, wrapped in 200G Virgin Polythene bags placed over existing false ceiling and held in position by criss-crossing GI wire as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 65 | 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 mm gap for thermal expansion, (i) Single socketed pipes. a) 110 mm diameter as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 66 | 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.a) Coupleri)110mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 67 | 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.a) Single tee with doori) 110x110x110 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 68 | 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.a) Single tee without doori)110x110x110 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 69 | 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.a) Bend 87.5°i)110 mm bend as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 70 | 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. a) 110 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 71 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :a)12.5 mm thick tapered edge gypsum moisture resistant board as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 72 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :a)Fully Perforated Gypsum Plaster Board of size 1200 x 2400 x 12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturer's specification, with all 4 sides tapered and backed by acoustical tissue with NRC value not less than 0.60 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 73 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /seIf tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 74 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.a)GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 75 | Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183, having density 48 kg/m3, 50 mm thick, wrapped in 200 G Virgin Polythene Bags fixed to wall with screw, rawl plug & washers and held and in position by criss crossing GI wire etc. complete as per directions of Engineer-in-Charge. |
| 76 | 12 mm cement plaster of mix :a)1:4 (1 cement: 4 coarse sand) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 77 | Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : a) Flush/ Ruled pointing as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 78 | Finishing walls with Acrylic Smooth exterior paint of required shade :a) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 79 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : a) Two or more coats on new work as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 80 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 81 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. a) Two coats as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 82 | Providing and fixing bright finished brass hard drawn hooks and eyes :a) 300 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 83 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 84 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : a) Kitchen sink with drain boardi) 510x1040 mm bowl depth 225 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 85 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :a) Kitchen sink without drain boardi)610x460 mm bowl depth 200 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 86 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. a) Semi rigid pipei) 32 mm dia as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 87 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 88 | 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 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 89 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 90 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 91 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. |
| 92 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall. a) 20 mm dia. nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 93 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anticorrosive bitumastic paint, cutting chases and making good the wall: a) 15 mm dia. nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 94 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work.a)25 mm dia. nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 95 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External worka) 50 mm dia. nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 96 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :a) 50 to 80 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 97 | Providing and fixing brass stop cock of approved quality :a) 15 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 98 | Providing and fixing brass stop cock of approved quality :a)20 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 99 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :a)25 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 100 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :a) 50 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 101 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :a) 65 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 102 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :a) 20 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 103 | Providing and fixing uplasticised PVC connection pipe with brass unions : a) 45 cm lengthi) 15 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 104 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)a)15 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 105 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)a) 20 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 106 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)a) 25 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 107 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)a) 50mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 108 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)a) 65mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 109 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 110 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931: a) 15 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 111 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 :a) 15mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 112 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: a) 100x100 mm size P type.i) With Sewer bricks conforming to IS : 4885 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 113 | 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 : a) 150 mm dia. R.C.C. pipe as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 114 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : a) Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :i) With common burnt clay F.P.S. (non- modular) bricks of class designation 7.5 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 115 | Extra for depth for manholes a) Size 90x80 cmi) With common burnt clay F.P.S. (non- modular) bricks of class designation 7.5 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 116 | 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 : a) 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) :i) With common burnt clay F.P.S. (non- modular) bricks of class designation 7.5 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 117 | Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 0.91 m to 1.67 m.a) With common burnt clay F.P.S. (non- modular) bricks of class designation 7.5 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 118 | Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS:801-1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ ArchitekV2.5.16/ Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm.The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects.The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 119 | Providing and fixing of external wall system on Light gauge steel frame work with outer face cement boards as per standard sizes fixed with self- drilling / taping screws / fasteners @ 60cm c/c of approved make. A groove of 2 mm to 3mm shall be maintained and grooves shall be sealed with silicon based sealant. The board shall be fixed in a staggered pattern. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm and. Internal face 12.5 mm thick gypsum plaster board fixed on cement board as per standard sizes fixed with selfdrilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish. (cost of frame work to be paid for separately).a) Outer face- Outer face having 6mm thick fiber cement board Type A, Category-IV as per IS:14862:2000 fixed on 9mm thick fiber cement board, Type A, Category-IV as per IS:14862:2000 (high pressure steam cured) Inner Face-12.5 mm thick gypsum plaster board conforming to IS 2095:2011 fixed on 8 mm thick fibre cement board of Type B, Category-Ill conforming to IS:14862:2000 (High pressure steam cured) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 120 | Providing and fixing in all exterior face panels breathable vapour barrier underneath the cement fiber board as per National Building Code 2009 complete as per direction of Engineer-in-charge. |
| 121 | Supplying and installation of moisture resistant/fire resistant cement board as per standard sizes fixed with self-drilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm. a) Cement Fiber Board 6 mm thick as per IS 14862:2000 of type B (High pressure Steam Cured) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 122 | Providing and fixing Black Slate in different sizes and pattern on wooden work for roofing work as approved by Engineer-in-charge.The slate shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) including making necessary hole for screw, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per entire satisfaction and direction of Engineer-in-Charge. Size of slate 230mm x 460mm. (wooden frame work to be paid separately) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 123 | Providing and fixing of acoustic channelled (HDMR laminated on top surface) panelling of perforated panels of minimum thickness of 15mm,( standard length & width) on site required height of panelling is 900 mm as per site requirement, made of high density fiber board with minimum NRC value of 0.55,minimum density of 800 Kg/m3 density substrate with a laminated facing/wood veneer as per the approved shade/species & finish and a melamine balancing layer on the reverse side. The board shall have a perforation pattern perforation of 2mm .The panel shall provide a fire reaction of class of 1 as per Part 7 of BS 476.The panel shall be tongue and grooved or interlocking with each other for intermediate fixing & suitable approved coloured power coated aluminium beading/moulding at ends, top as per site requirement (including corner and top and bottom wooden edge moulding).The back of the perforated panel shall have sound absorbing non-woven acoustical fleece. The panels shall be mounted on aluminium splines/channels using clips section of appropriate size as per recommendation by manufacturer & Engineer-in-chrge.2mm thick pvc sheets shall be fixed on walls prior to fixing of panels. Make:-ARMSTRONG/HUNTER DOUGLAS/LINDER/TOP AKUSTIKS/EMBROSHYAL/ANUTONE).All complete as per the entire satisfaction and direction of the Engineer-in-charge. |
| 124 | Providing & fixing in position AC3 High gloss/ non gloss ( as on site selection) Grade Wooden Flooring & Skirting of Greenply, Armstrong, Action Tesa, brands with planks of thickness 12 mm thick as per manufacturer specification, is approved color, texture, and finish, The flooring shall be fixed with tongue and groove interlocking system, with an underlayment of 4 mm thick expanded polyethylene foam sheets having a density 40kg/cum, over prepared surface with necessary door reducer wherever required. The shade of the flooring should be approved by the contractor before commencement of the work. The work should be completed as per the direction and entire satisfaction of the Engineer in charge. |
| 125 | Supplying and fitting new Sink mixer make of reputed brands made with CP brass materials including cost of thread, white metal putty etc complete. (15 / 20mm dia) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 126 | Providing and fixing oval shape wash basin of any size with C.P. brass wash basin mixture tap, 32 mm C.P. brass waste and coupling of standard pattern, including fitting on slab, cutting and making good the walls wherever require: as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 127 | Providing and fixing CP brass head health facuit of the approved brands for the WC including the flexible hose of 1 m complete fixing as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 128 | Electrical items: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. Group C as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 129 | Wiring for circuit/ submain wiring alongwith earth wire with the 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 130 | Wiring for circuit/ submain wiring alongwith earth wire with the 2 X 4 sq. mm + 1 X 4 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 131 | Wiring for circuit/ submain wiring alongwith earth wire with the 2 X 6 sq. mm + 1 X 6 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 132 | 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 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 133 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 134 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 135 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 136 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing . as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 137 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curve including connections, painting etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 138 | Supplying and fixing 6 way (4 + 18), Double door 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 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. (But without MCB/RCCB/ Isolator) |
| 139 | Supplying and fixing 8 way (4 + 24), Double door 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 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. (But without MCB/RCCB/ Isolator) |
| 140 | Supplying and fixing 5A to 32A Rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of Single pole in the existing MCB DB complete with connections, testing and commissioning etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 141 | Supplying and fixing 63 A rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 142 | 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 of 2.7 metre long etc. with charcoal/ coke and salt as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 143 | Supply & making of Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 144 | Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with nut, bolt, spring, washer etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) |
| 145 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts.(Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 146 | Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 147 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 148 | Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 149 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of above 35 sq. mm and upto 95 sq. mm size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering. |
| 150 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of Upto 35 sq. mm (clamped with 1mm thick saddle) size on cable tray as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 151 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) size on cable tray as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 152 | Supplying and making end termination with brass compression gland and aluminium lugs for 3½ X 95 sq. mm (45mm) size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 153 | Supplying and laying of 90 mm dia (OD-90 mm & ID-76 mm nominal) size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 154 | Supplying and making end termination with brass compression gland and Cu lugs for 4 X 6 sq. mm (19mm) size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 155 | Supplying and making end termination with brass compression gland and Cu lugs for 4 X 16 sq. mm (28mm) size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 156 | Supplying Installation Testing and Commissioning of 20W (1200 mm)Basic all purpose surface and wall mounted LED batten with polycarbonate housing & integrated electronic driver as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 157 | Supplying of Square Recess Down Lighter (595 x 595 mm) of Wattage 36 W (6500K) with electronic driver etc. as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 158 | Supply, Installation, testing & commissioning of 22 W (6500K) LED Panel Ultra modern Surface /Recess luminaire with high performance LEDs as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 159 | Supply, Installation, testing & commissioning of 25 Ltr. Capacity ( 2 KW) of electrical water heaters as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 160 | Supply of 1200 mm size of ceiling fan in white colour with air delivery 210 m3/min, ENERGY EFFICIENT / 5 STAR RATING etc. as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 161 | Supply, installation, testing & commissioning of 250 mm sweep PVC body exhaust fan as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 162 | Supplying of 4 Core x 6 Sq. mm of 1.1 KV copper conductor XLPE Insulated, PVC inner-sheathed amoured, Extruded PVC Type ST2 Outer Sheathed, 650 V/1100 V Grade as per IS 7098 (Part 1) 1988 with upto Date amendments as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 163 | Supplying of 4 Core x 16 Sq. mm of 1.1 KV Copper conductor XLPE Insulated, PVC inner-sheathed amoured, Extruded PVC Type ST2 Outer Sheathed, 650 V/1100 V Grade as per IS 7098 (Part 1) 1988 with upto Date amendments as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 164 | Supplying of cables of 3.5C X 95 sq. mm of 1.1 KV aluminium conductor XLPE Insulated, PVC inner-sheathed amoured, Extruded PVC Type ST2 Outer Sheathed, 650 V/1100 V Grade as per IS 7098 (Part 1) 1988 with upto Date un amendments as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 165 | Providing and fixing 10 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ sub-main wiring/ cable as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 166 | Supplying ,Installation, testing, and Commissioning of outdoor Power Panel of suitable size with 400 A TP+N Aluminium Bus Bar to accommodate the following MCCB's/MCB'S and made out of minimum 2 mm thick CRCA sheet powder coated complete with MCCB's, MCB's with Rotary Handle ,Multifunction meter , KWH meter, LED indicators, interconnections, internal wiring, earthing etc. as required with hinged door mounted from front and back openable with locking arrangement having bottom & Top cable entry duly fixed 90 cms above G/L with mounting legs made out of 50 mm X 50 mm X 6 mm angle iron & Top hood for rain protection, brick masonry concreting, i/c connections / inter connections and fixing of following accessories etc. complete as required with following Components- 250 A ,36 ka TPN MCCB - Incomer - 1, Outgoings - 125 A, 26 ka TPN MCCB - 1, 63 A, 10 KA TPN MCB - 10, 40A, 10 KA TPN MCB - 8 as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. Please Enable Macros to View BoQ information |
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| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
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