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| Sl. No. | Item Description |
| 1 | Excavation in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross section and transporting and unloading the surplus soil with all lift and lead upto 1000m as per the direction and satisfaction of E-I-C. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | 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) |
| 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) |
| 8 | 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. All works upto plinth levelConcrete of M35 grade with minimum cement content of 370 kg /cum |
| 9 | 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. All works above plinth level upto floor V level Concrete of M35 grade with minimum cement content of 370 kg /cum |
| 10 | Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for a) Foundations, footings, bases of columns, etc. for mass concrete |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for a) Suspended floors, roofs, landings, balconies and access platform. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for : a) Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for: a) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 17 | Brick work with non-modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in foundation and plinth in : cement mortar 1:6 (1 cement : 6 coarse sand) |
| 18 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : a) Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 19 | 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.Size of Tile 600x600 mm |
| 20 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.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. Size of Tile 600x600 mm |
| 21 | Providing and fixing 1st 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. |
| 22 | 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:a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 23 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 24 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 25 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 26 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 27 | 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 :250x16 mm |
| 28 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 29 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125 mm |
| 30 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :250x10 mm |
| 31 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. CompleteTwin rubber stopper |
| 32 | 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. |
| 33 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer-in-charge.a) Extruded section profile size 48x40 mm |
| 34 | Providing and fixing to existing door frames.a) 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). |
| 35 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc. |
| 36 | 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. |
| 37 | 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. Hot finished welded type tubes. |
| 38 | 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. a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 39 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).a) Ordinary cement without any pigment |
| 40 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 41 | Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and washers etc. for fixing G.S. sheets gutters with purlins. |
| 42 | 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. |
| 43 | 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°.a) 110 mm bend |
| 44 | 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 |
| 45 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 46 | 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. : Coupler 110 mm |
| 47 | 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. : Shoe (Plain) 110 mm Shoe |
| 48 | 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 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm 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 rate of 1200mm 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 of10.5 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 20mm 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 size3.5 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 3layers covering upto 150 mm or both sides of joint and two coats of primer suitable for board, all as per manufacture'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 plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks). |
| 49 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm 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 /self 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. |
| 50 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : a) Flashings/ Aprons.( Upto 600 mm) |
| 51 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : a) Gutter (600 mm over all girth) |
| 52 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : a) Ridges plain (500 - 600mm) |
| 53 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) |
| 54 | 15 mm cement plaster on the rough side of single or half brick wall of mix :a) 1:6 (1 cement: 6 fine sand) |
| 55 | 6 mm cement plaster of mix :a) 1:3 (1 cement : 3 fine sand) |
| 56 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster |
| 57 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :a) New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 58 | Finishing walls with Acrylic Smooth exterior paint of required shade : 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) |
| 59 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 60 | Lettering with black Japan paint of approved brand and manufacture |
| 61 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - Charge. a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 62 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- Charge. |
| 63 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.a) In cement mortar |
| 64 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. |
| 65 | Providing and laying mixture of stone dust(80%) and Sand (20%) by Mix in Place Method in layers not exceeding 20 cm (compacted) in thickness including watering and consolidating each layer with vibratory road roller under optimum moisture content (+1% to -2% of the OMC) to give density not less than 95% of the maximum modified standard proctor density including leveling, fine dressing to the required camber, grade and slope etc. complete as directed by Engineer-in-Charge( payment to be made for the compacted quantity only). Note- 1. Minimum K value on top of filling will achive 30MN/ cum.2. During design mix if the ratio of material proportion changed , financial adjustment will be done accordingly |
| 66 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, all complete as per clause 401 of MORT&H.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 67 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, all complete as per clause 601 of MORT&H. |
| 68 | Providing and laying Pavement Quality Concrete (PQC) produced in a batching and mixing plant having a Characteristic flexural strength i.e. flexural strength of 4.1MPa at 28 days using Ordinary Portland cement of 43/53 grade or Portland Pozzolana Cement or Portland Slag cement conforming as per relevant IS codes, to be mixed at site, with 0.5% Super plasticizer by mass of cementitious material, fine aggregate, graded stone aggregates of 40 mm nominal size in appropriate proportion as per specification and job mix formula, laid in panels as per drawings/design as approved by the Engineer-In-Charge using Slip Form Paver or Fixed form paver form paver or in manual method ( for this , no extra / less amout will be paid or deducted from rate of this item)including anti friction layer, joint filler board, making necessary provision for expansion, dummy and construction joint including filling with Polysulphide sealant of approved make, curing and making profile, complete as per direction of Engineer-in-Charge and specifications.The item for execution shall include all operations making pavement for intended use but not limited to following:(i) Polyethylene sheet (White in color) of thickness 400 micron conforming to IS: 2508 with 6mm thick fine sand layer.(ii) Providing and laying in position for expansion joint, 25mm thick pre-cut Synthetic joint filler board of approved make conforming to IS:1838(part 3)-2011, 45 mm from top (to be removed at the time of filling of Polysulphide sealant).(iii) Mechanically cutting dummy joints 3mm wide x 1/3rd thickness of slab which is subsequently widened to 10mm for the top 25mm depth and construction joints 10mm wide x 25mm deep as per specification.The item for execution shall include all operations making pavement for intended use but not limited to following:(i) Polyethylene sheet (White in color) of thickness 400 micron conforming to IS: 2508 with 6mm thick fine sand layer.(ii) Providing and laying in position for expansion joint, 25mm thick pre-cut Synthetic joint filler board of approved make conforming to IS:1838(part 3)-2011, 45 mm from top (to be removed at the time of filling of Polysulphide sealant).(iii) Mechanically cutting dummy joints 3mm wide x 1/3rd thickness of slab which is subsequently widened to 10mm for the top 25mm depth and construction joints 10mm wide x 25mm deep as per specification.(iv) Providing and laying in position Polysulphide sealant of approved make conforming to BS-5212-1990 or IS: 11433-1995 in expansion/ construction / dummy joints including rounding off edges, applying 2 coats of approved primer compatible with the brand of Polysulphide and preparing the surface and applying masking tape along the edge of joint to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc. as per the details below:(a) Expansion Joints of size 25 mm wide and 10 mm deep over 30mm dia expanded closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/Cum, as per manufacturer’s specifications and sketch.Note:(i) Areas inaccessible to paving equipment shall be constructed by manual / hand guided method. Areas in which manual / hand guided methods of construction become indispensable shall be got approved by the Engineer-in-Charge in writing in advance.(ii) The quantity of cement, type of cement and super plasticizer for one Cum. of finished concrete specified are for tendering purpose only. The contractor shall quote his rates assuming quantity of Portland Pozzolana Cement as 400 Kg cement. In addition, if the actual quantity of cement & super plasticizer required as per laboratory mix design varies from the quantity assumed above, necessary cost adjustment for deviation in the quantity of cement and super plasticizer as per mix design, if any, shall be done as per the rate of cement and super plasticizer in actual supply voucher from manufacturer/authorized dealer whichever is minimum at the time of execution. In the case of authorized distributor, the rate may be authenticated by the manufacturer. The rate of cement and super plasticizer exclusive of GST shall only be considered for payment. |
| 69 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 70 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer- n- Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 71 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 72 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 73 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :a) W.C. pan with ISI marked white solid plastic seat and lid |
| 74 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : a)One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 75 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: a) White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap |
| 76 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : a) Rectangular shape 453x357 mm |
| 77 | 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. Internal work - Exposed on wall.a) 25 mm nominal dia Pipes |
| 78 | 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 1.00 m 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 testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.a) 15 mm nominal dia Pipes |
| 79 | 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 1.00 m 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 testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.a) 20 mm nominal dia Pipes |
| 80 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. a) 25 mm dia nominal bore |
| 81 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. a) 40 mm dia nominal bore |
| 82 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. a) 50 mm dia nominal bore |
| 83 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. a) 80 mm dia nominal bore |
| 84 | 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. |
| 85 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms |
| 86 | 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 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : a)With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 87 | 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 :a) With 20x20 mm square bar |
| 88 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 89 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot 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) 450 mm dia RCC pipes. |
| 90 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.900 mm dia RCC pipes. |
| 91 | Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. |
| 92 | Consolidation of sub grade with power road roller of 8 to 12 tonne capacity including making good the dulations etc. with earth or quarry spoils etc. and re-rolling the sub grade. |
| 93 | Dry brick flat flooring in required pattern with bricks of class designation 7.5 on existing area including filling joints with local fine sand, with common burnt clay non modular bricks as per direction and satisfaction of E-I-C. |
| 94 | Carrying out GPR (Ground Penetrating Radar) test for under ground survey, ranging depth up to 3 mtr to detect presence of cables, any utilities, water table etc. under the pavement surface of Apron & Taxiway and submission of test reports along with required supporting datas and drawings (2nos. of test reports to be submitted in both soft copies and hard copies) all complete, at NSCBI Airport, Kolkata , as per the direction of E-I-C. |
| 95 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): From brick work in cement mortar |
| 96 | Brick work with old brick 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) all complete as per direction and satisfaction of E-I-C.Note.- Old bricks will be supplied from the department. |
| 97 | Cost of haulage of material by mechanical transport (excluding loading & unloading) beyond lead mentioned in the executing item as directed by Engineer-in-Charge. |
| 98 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 99 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.- Flexible pipe - 32 mm dia |
| 100 | Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length - 15 mm nominal bore |
| 101 | Providing and fixing soil, waste and vent pipes : 100 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 102 | Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 100 mm dia pipe |
| 103 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 104 | Providing and fixing plain bend of required degree : 100 mm dia Sand cast iron S&S as per IS : 3989 |
| 105 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore |
| 106 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. |
| 107 | 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 : 100 mm inlet and 100 mm outlet Sand cast iron S&S as per IS: 3989 |
| 108 | Providing and fixing Health faucet including connector pipe PTMT made of approved brand as per direction of Engineer-in-charge. |
| 109 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 50 mm nominal bore |
| 110 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore |
| 111 | Providing and fixing PTMT bib cock of approved quality and colour : 15 mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 112 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 113 | Supply of Out Door type feeder pillar with Double Door , cubicle type, made out of 2mm (nominal) thick CRCA sheet, 4mm thick gland plate, totally enclosed. IP 65 & having SC capacity 25kA , free standing, floor mounting, dust and vermin proof, weather proof, compartmentalized, the enclosure shall be provided , lifting hooks suitable for operation on 3 phase and neutral, 415 V, 50 Hz AC system with aluminium busbars including internal wiring with suitable size wires/cable interconnection, bottom, cable entry provision, duly powder coated etc., including with DMC/SMC bus bar supports, common GI earth bus bar of size 25mm X 5mm at the rear & 2 nos. earth studs including supply and installation of following switchgears, metering instruments and accessories in the LT Panel and as per technical specifications & Installation testing and commissioning of electrical panel including concrete foundation with incoming and outgoing cable arrangement complete as required and as per technical specification and as directed by the EIC.a) Incoming:- 2 Nos. 250A , 36KA FP,T/M release MCCB with rotary handle with suitable arrangementb) (i) Outgoing:- 4 Nos. 100A , 25KA FP,T/M release MCCB with rotary handle. (ii) Outgoing:- 2 Nos. 63A , 25KA FP,T/M release MCCB with rotary handle. c) 415V, 3 phase and neutral 300A aluminium bus bar (50mmX6mm) with colour code & sleeves-1 set d) Digital Voltmeter of size 96/96mm, (0-500 V), 3 Phase along with voltage selector switch = 2 set. e) Digital Ammeter of size 96/96mm, (0-200 A), 3 Phase along with ammeter selector switch, 200/5A,5VA,Cl-1 Resin cast CT = 2 set.f) LED type R/Y/B Indication lamp with 2A MCB backup for the incomer:g) ON/OFF Indication lamp with MCB for the incomer & Buscoupler-3 Set: |
| 114 | Supply, Installation, Testing & Commissioning (foundation i/c)of Out Door type Double Door LT Panel, cubicle type, made out of 2mm thick CRCA sheet, 4mm thick gland plate, totally enclosed. IP 65 & having SC capacity 25kA , free standing, floor mounting, dust and vermin proof, weather proof, outdoor, compartmentalized, the enclosure shall be provided with ventilation louver covered with wire mesh, lifting hooks suitable for operation on 3 phase and neutral, 415 V, 50 Hz AC system with aluminium busbars including internal wiring with suitable size wires/cable interconnection, bottom, cable entry provision, duly powder coated painting etc., including with DMC/SMC bus bar supports, common GI earth of size 25mm X 5mm at the rear with 2 nos. earth stud including supply and installation of following switchgears, metering instruments and accessories in the LT Panel and as per specifications.63A,4P,25KA, MCCB for incomer & outgoing 63A 4P MCCB - 1 no., 10A DP MCB- 04 Nos., 10A SP MCB -04 nos, Digital Multifunction meter - 1 No, 32A FP AC3 duty contactor - 1no.,For automatic switching of luminaries through auto/remote/local mode operation by selector switch, For auto mode operation one no manual/auto digital timer switch for automatic switching of luminaries, for local mode operation through ON/OFF push button, required, Incoming and out going 35sq. mm. terminals and provide necessary connectors along with bypass arrangement for contactor etc. as required as per specification given and as per site condition. |
| 115 | Design, supply and erection of Hot Dip Galvanized octagonal Street light pole with Double arms/heads made out of 3 mm Thick (nominal) Sheet having height of 09 meters, Bottom Dia- 155 mm (A/F) , Top Dia- 70mm (A/F), Thickness of Base Plate- 16 mm (nominal) , no. of foundation Bolt - 4 No. and material of construction as per IS norms and suitable for wind velocity as per IS 875 part-3 and it shall also include the following accessories etc. In built termination facility for connection of 2 no. of 4 Core cable and one no. 6A single pole MCB and suitable arrangement for connection of conductor including making foundation as complete as required as per the technical specifications and as instructed by EIC. |
| 116 | Supply of 150 W LED street light with aluminium die-cast housing with luminous efficacy minimum 110lm/watt, IP 66 (minimum), IK07 (minimum), CCT 5700K-6500K, minimum CRI 70 minimum, in-built surge protection greater than or equal to 4KV, THD less than 10%, with 50,000 burning hours compete as required for installation and as per technical specification and as directed by the EIC.With 05 years warranty |
| 117 | Installation, testing and commissioning of LED Luminaire on the existing pole or bracket i/c angle setting, complete accessories and connection of cable from looping box. With 3 x 1.5 sq. mm PVC insulated FRLS copper conductor wire & lugs/ferrules as requd. (range 100Watts to 220Watts ) LED Street light Luminaire as compete as required and as directed by the EIC. |
| 118 | Supply of following size 1.1 kv grade, XLPE insulated and PVC inner sheathed Aluminum conductor armored power cable conforming to IS: 7098(Part 1)1988/ IS: 7098 (Part 1) with up to date amendments etc. complete as required 3.5 x 120 sq mm |
| 119 | Supply of following size 1.1 kv grade, XLPE insulated and PVC inner sheathed Aluminum conductor armored power cable conforming to IS: 7098(Part 1)1988/ IS: 7098 (Part 1) with up to date amendments etc. complete as required 4 x 35 sq mm |
| 120 | Supply of following size 1.1 kv grade, XLPE insulated and PVC inner sheathed Aluminum conductor armored power cable conforming to IS: 7098(Part 1)1988/ IS: 7098 (Part 1) with up to date amendments etc. complete as required 4 x 16 sq mm |
| 121 | Supply & Laying of 75 mm OD (nominal) permanently lubricated HDPE (High density polyethylene )pipe of PE 100 & PN 10 along with its necessary accessories like coupler and plugs etc. below the ground (i/c Road crossing cement concrete apron area ) upto a depth of 4m through hoizontal directional drilling etc complete as required after doing ground penetrating radar survey and submitting its report of underground utilitis as per technical specification. |
| 122 | Supply & Laying of 50 mm OD (nominal) permanently lubricated HDPE (High density polyethylene )pipe of PE 100 & PN 10 along with its necessary accessories like coupler and plugs etc. below the ground (i/c Road crossing cement concrete apron area ) upto a depth of 4m through hoizontal directional drilling etc complete as required after doing ground penetrating radar survey and submitting its report of underground utilitis as per technical specification. |
| 123 | Supply & Laying of 75 mm OD (nominal) permanently lubricated HDPE (High density polyethylene )pipe of PE 100 & PN 10 along with its necessary accessories like coupler and plugs 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. |
| 124 | Supply & Laying of 50 mm OD (nominal) permanently lubricated HDPE (High density polyethylene )pipe of PE 100 & PN 10 along with its necessary accessories like coupler and plugs 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. |
| 125 | Supply & Laying of 75 mm OD (nominal) permanently lubricated HDPE (High density polyethylene )pipe along with its necessary accessories like coupler and plugs etc.. in the existing RCC / HUME /trench complete as required. |
| 126 | Supply & Laying of 50mm OD (nominal) permanently lubricated HDPE (High density polyethylene )pipe along with its necessary accessories like coupler and plugs etc.. in the existing existing RCC / HUME /trench omplete as required. |
| 127 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/HUME/ METAL pipe/ HDPE pipe as required.upto 35 sq mm |
| 128 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/HUME/ METAL pipe as required.above 95 sq mm upto 185 sq mm |
| 129 | Supply and making end termination with aluminum lugs and other materials for following size of PVC insulated and PVC sheathed/XLPE aluminum conductor cable of 1.1 kv grade as required. 3.5 x 120 sq mm |
| 130 | Supply and making end termination with aluminum lugs and other materials for following size of PVC insulated and PVC sheathed/XLPE aluminum conductor cable of 1.1 kv grade as required. 4 x 35 sq mm |
| 131 | Supply and making end termination with aluminum lugs and other materials for following size of PVC insulated and PVC sheathed/XLPE aluminum conductor cable of 1.1 kv grade as required. 4 x 16 sq mm |
| 132 | Constructing brick masonry chamber with bricks in cement mortar 1:4(1 cement: 4 coarse sand ) with RCC top slab with 1:2:4 mix (1 cement:2coarse sand :4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size ) inside plastering 12 mm thick with cement mortar 1:3(1cement: 3coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc with common burnt clay bricks of class designation 7.5 complete as per standard design (inside dimensions 1000 x 750 mm and 900 mm deep) i/c submission of GPS coordinate at each chamber location etc as directed by the EIC . |
| 133 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V. TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required (Note Vertical type MCB TPDB is normally used where 3 phase outlets are required) 8 way, Double door |
| 134 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 135 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 136 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 137 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 138 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 139 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 140 | 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/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. i) Group C |
| 141 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. Group C |
| 142 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR 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/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 143 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. i) 5/6 A switch |
| 144 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.ii) 15/16 A switch |
| 145 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.iii)3 pin 5/6 A socket outlet |
| 146 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.iv)6 pin 15/16 A socket outlet |
| 147 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. i) 3 Module |
| 148 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required.i) 6 Module |
| 149 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required.iii) 12 Module |
| 150 | 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 with connections, testing and commissioning etc. as required.i) Single pole |
| 151 | Supplying and fixing following rating, four pole, 415 V,10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63A |
| 152 | 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. |
| 153 | Supply & fixing of 4ft long 20 Watt LED BATTEN type tube with luminious efficacy of minimum 100lumens/watt, IP20(minimum),CRI 80(minimum), CCT5700-6500K in confirmation with technical specification and as directed by the EIC. |
| 154 | Supply & fixing 120W High-efficiency LED flood Lighting luminaire with aluminium die-cast housing & luminous efficacy minimum 110lm/watt, IP 65(minimum) CCT 5700K-6500K & CRI 70 (minimum) in confirmation with technical specification and as directed by the EIC. |
| 155 | Supply, installation, testing and commissioning of 1200mm ceiling fan with Brush Less Direct Current (BLDC) Motor, 3 nos. metal blades, 350 RPM suitable for operation with regulator for speed control and all remaining accessories suitable for 230 V, 50 Hz, single phase AC. |
| 156 | Providing & fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing alongwith the existing surface/recessed/along with cable in cable trench/pipe as reqd. |
| 157 | Earthing with GI earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc with charcoal/ coke and salt as required. |
| 158 | Providing and laying earth connection from earth electrode with 6 SWG G.I wire in 15 mm dia GI pipe from earth electrode including connection with GI thimble, excavation and re-filling as required. |
| 159 | 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 |
| 160 | Supply and Installation, Testing and Commissioning of Hi Wall 5star Inverter type split Air conditioners complete with Indoor unit(IDU), Out door unit (ODU), surface / concealed copper Refrigerant piping with insulation ( nitrile rubber tubular pipe section & PVC self adhesive tape ) upto 3.5 Mtr (IDU to ODU), copper power cable upto 3.5 Mtr (IDU to ODU) i/c drain braied pipe upto 3.5 Mtr. R-32/R-410 Green Refrigerant, with wireless Remote handset, suitable for working between 180-260V with low & high voltage cutoff and 50 hz ,1 phase AC supply capable of performing cooling, air circulation with Scroll / rotary compressor. The system shall be able to to operate up to 50 degree celsius (outdoor ambient temperature). Min 5-year Original Equipment Manufacturer (OEM) warranty both compressor and Printed Circuit Board (PCB). Complete as per Technical specification.1.5 TR /nominal cooling capacity 5.2 CKW |
| 161 | Supply and fixing of wall mounted adjustable type AC outdoor Mounting bracket suitable size made of metallic as per site requirement etc. for installation of outdoor units as per OEM recommendation and as per direction of Engineer-in-Charge vide Boq item no. 160 |
| 162 | Supply and fixing of extra copper refrigerant piping including as required with complete insulation, nitrile rubber tubular pipe section & PVC self adhesive tape and Control Cable with suitable clamping arrgement as directed by Engineer-in-Charge.conditions/requirements. for Boq item no 160. |
| 163 | Supply and laying of 25 mm nominal dia meter PVC pipe with suitable Clamp arrangement for drainage of condensate water from indoor units to the nearest drain-port as directed by Engineer-in-Charge Vide Boq item no. 160 Please Enable Macros to View BoQ information |
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