Yamuna Expressway Industrial Development Authority has published Tender For Construction And Development Work Of Administrative Office Block Export And Promotion And Incubation Center (Building -8) And Center Of Excellence Skill Development And Incubation Center (Buliding-9) Plot No.F-3 In Sector-28 Yeida. Submission Date for this Tender is 10-03-2023. Civil Work Tenders in Gautam Buddha Nagar Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Building 8 |
| 2 | Civil Work |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 4 | All kinds of soil(DAR 2018-2.6.1)Based on UPPWD SOR/2020 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (As per Morth) |
| 6 | Supplying and filling in plinth with local sand under floors, including watering, ramming, consolidating and dressing complete. (DAR 2018-2.27)Based on UPPWD SOR/2020 |
| 7 | Supplying chemical emulsion in sealed containers including delivery as specified. |
| 8 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% (DAR 2018-2.34.1)Based on UPPWD SOR/2020 |
| 9 | Providing and injectingchemicalemlusions for pre-constructionanti-termite treatement and creating continious chemicalbarrier under andall round thecolumnpits, wall trenches,excavation topsurface of plinthfilling, junction, externalperimeter of buildings, expamsion joins surrounding of pipes and conduit etc. complete as per technical specifications.(plinth area of the building at ground levelshall only be measured for payment) with chlorpyriphos/Lindance E.C. 20% with 1% concentration or equivalent under 10 years guarantee. (DAR 2018-2.35.3.1)Based on UPPWD SOR/2020 |
| 10 | Providing and laying in position Cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level. 1:4:8 (1 Cement :4 Coarse sand(ZoneIII: derived from natural sources:8 graded stone aggregate 40 mm nominal size derived from natural source) . UPPWD SOR 2020/281/5.08 |
| 11 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.(DAR 2018-4.17)Based on UPPWD SOR/2020 |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for all heights |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete (DAR 2018- 5.9.1)Based on UPPWD SOR/2020 |
| 14 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.(DAR 2018- 5.9.2)Based on UPPWD SOR/2020 |
| 15 | Suspended floors, roofs, landings, balconies and access platform (DAR 2018-5.9.3)Based on UPPWD SOR/2020 |
| 16 | Cast-in-situ shelves (DAR 2018-5.9.4)Based on UPPWD SOR/2020 |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers (DAR 2018-5.9.6)Based on UPPWD SOR/2020 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts (DAR 2018-5.9.6)Based on UPPWD SOR/2020 |
| 19 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like (DAR 2018-5.9.15)Based on UPPWD SOR/2020 |
| 20 | Under 20 cm wide (DAR 2018-5.9.16.1)Based on UPPWD SOR/2020 |
| 21 | Weather shade, Chajjas, corbels etc., including edges (DAR 2018-5.9.19)Based on UPPWD SOR/2020 |
| 22 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). (DAR 2018-5.11)Based on UPPWD SOR/2020 |
| 23 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) (DAR 2018-5.11.1)Based on UPPWD SOR/2020 |
| 24 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all Complete upto plinth level & above plinth level.(DAR 2018-5.22)Based on UPPWD SOR/2020 |
| 25 | Thermo-Mechanically Treated bars of grade Fe-500D. (DAR 2018-5.22.6)Based on UPPWD SOR/2020 |
| 26 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). |
| 27 | All works upto plinth level (DAR 2018-5.33.1)Based on UPPWD SOR/2020 |
| 28 | All works above plinth level upto floor V level (DAR 2018-5.33.2)Based on UPPWD SOR/2020 |
| 29 | Extra for providing richer mixes at all floor levels. (DAR 2018-5.34)Based on UPPWD SOR/2020 |
| 30 | Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) (DAR 2018-5.34.1)Based on UPPWD SOR/2020 |
| 31 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (DAR 2018-10.28)Based on UPPWD SOR/2020 |
| 32 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. (DAR 2018-10.5)Based on UPPWD SOR/2020 |
| 33 | Using M.S. angels 40x40x6 mm for diagonal braces (DAR 2018-10.5.1)Based on UPPWD SOR/2020 |
| 34 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in foundation and plinth in: |
| 35 | Cement mortar 1:4 (1 cement : 4 coarse sand) SOR-2018 |
| 36 | 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 : |
| 37 | Cement mortar 1:4 (1 cement : 4 coarse sand) SOR-2018 |
| 38 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. (DAR 2018-6.15) |
| 39 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. |
| 40 | Granite Marble of any colour and shade |
| 41 | Area of slab over 0.50 sqm.(DAR 2018-8.2.2.2)Based on UPPWD SOR/2020 |
| 42 | 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. |
| 43 | Granite Work (DAR 2018-8.2.2.2)Based on UPPWD SOR/2020 |
| 44 | Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. (DAR 2018-8.4)Based on UPPWD SOR/2020 |
| 45 | Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.(DAR 2018-8.5)Based on UPPWD SOR/2020 |
| 46 | 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(DAR 2018-8.31)Based on UPPWD SOR/2020 |
| 47 | 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.(DAR 2018-11.41.2)Based on UPPWD SOR/2020 |
| 48 | Size of Tile 600 x 600 mm |
| 49 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :(DAR 2018-11.55.1)Based on UPPWD SOR/2020 |
| 50 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.DAR/11.55.1/Based on UPPWD SOR/2020 |
| 51 | Providing and fiixng 18 mm thick granite stone 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 slab, including rubbing and polishing complete.(DAR 2018-11.27)Based on UPPWD SOR/2020 |
| 52 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. (DAR 2018-11.56.1)Based on UPPWD SOR/2020 |
| 53 | Polished Granite stone slab colour of Sadarali grey or equivalent |
| 54 | Extra for pre finished nosing to treads of steps of marble stone. (DAR 2018-11.24)Based on UPPWD SOR/2020 |
| 55 | Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre.(DAR 2018-11.25)Based on UPPWD SOR/2020 |
| 56 | 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). (DAR 2018-11.20.3) |
| 57 | Dark shade pigment using ordinary cementDAR/11.20.3/Based on UPPWD SOR/2020 |
| 58 | 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). (DAR 2018-9.1.1) |
| 59 | Second class teak woodDAR/9.1.1/Based on UPPWD SOR/2020 |
| 60 | 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.(DAR 2018-9.21.1) |
| 61 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.DAR/9.21.1/Based on UPPWD SOR/2020 |
| 62 | 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). (DAR 2018-9.23)Based on UPPWD SOR/2020 |
| 63 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : |
| 64 | 2nd class teak wood (DAR 2018-9.40.1)Based on UPPWD SOR/2020 |
| 65 | 50x12 mm (DAR 2018-9.40.1.1)Based on UPPWD SOR/2020 |
| 66 | Providing & Fixing decorative high pressure 1.0 mm thick laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.(DAR 2018-9.127.2)Based on UPPWD SOR/2020 |
| 67 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).(DAR 2018-9.53)Based on UPPWD SOR/2020 |
| 68 | Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating not less than 120gm/ m²) suitable for mounting 120 min Fire Rated Glazed Door Shutters. The frame shall be filled with Mineral wool Insulation having density min 96Kg/m³ . The frame will have a provision of G.I. Anchor fastners 14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing in the opening along with Factory made Template for SS Ball Bearing Hinges of Size 100x89x3mm for fixing of fire rated glazed shutter . The frame shall be finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- charge . (Cost of SS ball bearing hinges is excluded). (DAR 2018-9.161)Based on UPPWD SOR/2020 |
| 69 | Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 minutes fire rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-Charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/sqm) duly filled mineral wool insulation having density minimum 96 kg/cum and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-Charge (panelling to be paid for seperately). (DAR 2018-9.162)Based on UPPWD SOR/2020 |
| 70 | Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/ powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with glass of required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm.(DAR 2018-9.164)Based on UPPWD SOR/2020 |
| 71 | Providing and fixingbright finished brass 100 mmMortice latch and lock with 6 lever and a pair of lever handles of approvrd quality necessary screws etc. complete. DAR/9.76/2018/SOR2020 |
| 72 | Providing and fixing hydraulic concealed door closer in door shutters including cutting chases in the top rail and the door frame for providing pivot and hoisting the body in the shutters with all material, hardware wastages etc. complete. DAR/2018 App Rate Based on SOR |
| 73 | 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 : |
| 74 | 300x16mm (DAR 2018-9.96.1)Based on UPPWD SOR/2020 |
| 75 | Providing and fixing aluminium Towerbolts, 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 :250x10mm(DAR 2018-9.97.2)Based on UPPWD SOR/2020 |
| 76 | Providing and fixing aluminium Towerbolts, 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 :150x10mm (DAR 2018-9.97.4)Based on UPPWD SOR/2020 |
| 77 | 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 : |
| 78 | 125 mm (DAR 2018-9.100.1)Based on UPPWD SOR/2020 |
| 79 | Providing and fixing factory made uPVC white colour casement /casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. |
| 80 | Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. |
| 81 | Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. ( Area of window upto 2.50 sqm).(DAR 2018-9.147A.3)Based on UPPWD SOR/2020 |
| 82 | Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. |
| 83 | Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. |
| 84 | Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) (DAR 2018-9.147B.1) |
| 85 | 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): |
| 86 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) (DAR 2018-21.3.2)Based on UPPWD SOR/2020 |
| 87 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. |
| 88 | Upto 5mm depth and 5 mm width (DAR 2018-21.8.1)Based on UPPWD SOR/2020 |
| 89 | 12 mm cement plaster of mix : |
| 90 | 1:6 (1 cement: 6 Coarse sand) (DAR 2018-13.14.2)Based on UPPWD SOR/2020 |
| 91 | Providing and applying 6 mm cement plaster of mix : |
| 92 | 1:3 (1 cement : 3 fine sand) (DAR 2018-13.16.1)Based on UPPWD SOR/2020 |
| 93 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. (DAR 2018-13.26)Based on UPPWD SOR/2020 |
| 94 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 95 | Water thinnable cement primer (DAR 2018-13.4Based on UPPWD SOR/20203.1) |
| 96 | 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. |
| 97 | Two Coats (DAR 2018-13.82.2)Based on UPPWD SOR/2020 |
| 98 | 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 12.5 mm 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 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 : |
| 99 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) : 2011 (Board with BIS certification marks) (DAR 2018-12.45.1)Based on UPPWD SOR/2020 |
| 100 | 12.5 mm thick tapered edge gypsum moisture resistant boBased on UPPWD SOR/2020ard (DAR 2018-12.45.3) |
| 101 | Providing & fixing Trap Doors in ceiling made of 19mm thick commercial board/ ply panels placed inside Aluminum channel frame work which is fixed to ceiling framing on all sides and hanged from RCC slabs with GI flats/wires which are fixed with dash fastners, panel to be cladded with 1.00mm thick approved laminate including balancing laminate on inner side, hinged with 50 mm x 50 mm hardwood frame with neat 6 mm groove on all sides including all hardware, SS concealed hinges, concealed SS latch, providing SS cup board locks 2 nos. in each shutters of size 75mm complete as per design & drawing & instructions of Architects. Market Rate |
| 102 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. (DAR 2018-25.8) |
| 103 | SS STRUCTURE & GLASS CANOPY WITH TIE ROD: Providing and fixing 13.52 mm laminated Toughned Glass (6mm clear toughned + 1.52mm PVB + 6mm Clear toughned) in canopy of structural Strainless steel frame work system in horizontal/inclined plane. The cost includes the cost of providing and fixing of glass with spider fitting and tie rod of Dorma/D-line make or quivalent and all necessary fittings for fixing of glass and joints will be sealed with wheather silicone of dow coming 789 grade to make joints leak proof and also includes all incidental includes all incidental works complete as per direction of engineer incharge.The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints shall be measured. |
| 104 | Laminated glass to have / be: a) Comply with ASTM C1172. b) PVB interlayer complying with BS 6206 Class A. c) Edge steps less than 0.25mm in toughened or heat-treated glass. Annealed glasslaminate shall have no step. d) Bear identification marks indicating its nature and processor. e) Panes to have edges finished from the autoclave. Protect the interlayer material fromthe effects of moisture absorption in service including clouding, shrinking back,degassing and de-lamination. f) Ensure that the interlayer is compatible with glazing sealants. Undertake a compatibilitytest plus accelerated weathering to ensure that leeching does not occur. g) The glass shall not delaminate. |
| 105 | Providing and Supplying Stainless Steel Structure Fabricating, Assembling, hoisting, erecting and placing in position SS Built-up section/Tubular Structure ( SS built-up section :-Rolled section & plates confirming to Grade SS-316,Tubular Structure:- made from Steel hollow sections, ISI marked conforming to GradeSS-316, in the profile shape as per drawings. The structure has to be provided as per conceptual drawings and direction of Engineer-In-Charge.The complete Stainless Steel structure to be Polishing and buffing are Mate Finishing Processes For Smoothing. The work is to be executed as per technical specification and direction of Engineer-In-Charge. |
| 106 | Mode of Measurement is Surface Area of Glass (market Rate) |
| 107 | Providing and fixing partition upto ceiling height consisting of G.I. frame and required board, including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet with zinc coating of 120 gms/sqm(both side inclusive), consisting of floor and ceiling channel 50mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along both ends of partition fixed flush to wall with suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both side of frame work by 25 mm long dry wall screws on studs, floor and ceiling channels at the spacing of 300 mm centre to centre. The boards are to be fixed to the frame work with joints staggered to avoid through cracks, M.S. fixing channel of 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corners (25 mm x 25 mm x 0.5 mm), joint finisher and two coats of primer suitable for board as per manufacture"s specification and direction of engineer in charge all complete.The complete Stainless Steel structure to be Polishing and buffing are Mate Finishing Processes For Smoothing. The work is to be executed as per technical specification and direction of Engineer-In-Charge.(DAR-2018-9.105) |
| 108 | 75 mm overall thickness partition with 12.5 mm thick double skin fire rated Glass Reinforced Gypsum (GRG) plaster board conforming to IS: 2095: part 3 (Board with BIS certification marks)(DAR2018-9.145.1)Based on UPPWD SOR/2020 |
| 109 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 110 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 111 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge. |
| 112 | (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. |
| 113 | (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 114 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm.(DAR2018-22.7.1)Based on UPPWD SOR/2020 |
| 115 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.(DAR2018-12.22)Based on UPPWD SOR/2020 |
| 116 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: |
| 117 | (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. |
| 118 | (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. |
| 119 | (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. |
| 120 | (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).(DAR2018-22.3)Based on UPPWD SOR/2020 |
| 121 | Stairs, (excluding landings) except spiral-staircases (DAR2018-5.9.7)Based on UPPWD SOR/2020 |
| 122 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm 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. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. (Market Rate) |
| 123 | Antiskid finish of size of Tile 600 x 600 mm |
| 124 | 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) : |
| 125 | 25 mm thick.(DAR2018-11.26.1)Based on UPPWD SOR/2020 |
| 126 | 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.(DAR2018-11.27)Based on UPPWD SOR/2020 |
| 127 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). (Market Rate) |
| 128 | Finishing walls with Acrylic Smooth exterior paint of required shade :(DAR2018-13.46.1)Based on UPPWD SOR/2020 |
| 129 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)Based on UPPWD SOR/2020 |
| 130 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment.(DAR2018-25.1)Based on UPPWD SOR/2020 |
| 131 | Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: |
| 132 | (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: |
| 133 | (b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. |
| 134 | (c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. |
| 135 | (e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. |
| 136 | In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. |
| 137 | Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places. |
| 138 | Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or by any other accreditation body which operates in accordance with ISO / IEC 17011 and accredits labs as per ISO/ IEC 17025. |
| 139 | 1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr 2. Static Water Penetration Test. (50pa to 1500p) as per ASTME- 331-09 testing method for a range up to 2000 ml. 3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4- 09 testing method for Qualitative test, Tests to be conducted on site. 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml(DAR2018-25.2)Based on UPPWD SOR/2020 |
| 140 | Providing, assembling and supplying vision glass panels comprising of12 mm toughened glass vision panel units of size and shape as required and specified, comprising of an outer heat strengthened, of approved colour and shade with reflective soft coating on surface of approved colour and shade,all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The (SGU) shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of SGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (i) 12mm Thick toughened Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. |
| 141 | Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge.(DAR2018-25.3)Based on UPPWD SOR/2020 |
| 142 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). (DAR2018-21.18)Based on UPPWD SOR/2020 |
| 143 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. |
| 144 | With stainless steel cover plate minimum 1.25 mm thickness.(DAR2018-21.4.1)Based on UPPWD SOR/2020 |
| 145 | Providing and fixing approved make & manufacture SS 304 grade D type 600mm pull handle ISI marked with 32mm dia fixed with SS screws etc. complete in all respects as per manufacturers" specification & as directed by Engineer-in-charge. (Market Rate) |
| 146 | Providing and fixing approved make and manufacture SS 304 grade Top & Bottom Patch fixed with SS screws etc. complete in all respects as per manufacturers" specifications & as directed by Engineer-in-charge.(Market Rate) |
| 147 | Providing and fixing approved make and manufacture SS 304 grade Glass to Glass Lock Round type with SS screws etc. complete in all respects as per manufacturers" specifications & as directed by Engineer-in-charge.(Market Rate) |
| 148 | Supply and fixing ofUrinal partition with 8 mm thickness, 450 x 900 mm Frosted toughened glass with chamfered edges as per IS codal provisions & EN-12150-1:2015,shall be fixed at proper heights with SS 304 grade fittings & accessories of Bracket.bolts, anchor fasteners, and SS Clips as recommended by the manufacturer and directed by Engineer in charge (Market Rate) |
| 149 | Providing and fixing false ceiling with micro look edge and 15 mm thickness ,easily demountable tile ,manufactured from High density glass wool with the visible surfaceis a batch painted glass tissue in white and the back of the tile should be covered with glass tissue. Tiles should be classified under absorption class A with "alpha w " value of 0.95 at200 o.d.s. Sound absorption test results should be measures according to EN ISO 354 and classification according to EN ISO 11654 and the single value rating for NRC and SAA according to ASTM C 423 . Tiles should be easily demountable with the option of weekly dusting and vacuum cleaning . Tiles should have white color " White 500 " nearest NCS color sample S 0500 - N with 83% light reflectance. The tiles should withstand a permanent ambient RH up to 95% at 30 degree C without sagging, warping and delaminating ( ISO 4611). Should be certified by the Indoor Climate labeling , emission class Rmt for building materials and recommended by Swedish Asthma andAllergy Association . Should have been granted the Nordic Swan eco - label with fully recyclability . The glass wool core of the tiles is tested and classified as non-combustible according to EN ISO 1182 with reaction to fire classification class A2 s1 d0 according to EN 13501- 1 standard of Europe. Tiles should have a re-cycled content of more than 70%.(Market Rate) |
| 150 | False ceiling framing shall be Gypsteel pre coated (Exposed portion only) GIT Grid system in 600x600mm module which includes providing andfixingwall angle(24x24x0.40mm) alongthe perimeterof the room with help ofself-tapping screws (3.5x35) at 300mm centers. Then suspending the main T(40x15x0.30mm)from the soffit with help of soffit cleat, rawlplugs(38x12 dia) and wire rod of dia 4mm with Leveling spring clip(85x30x0.8mm) at 600mm c/c. 600mm Cross T(40x15x0.30 mm) is then interlocked into the pre-cut slots in the main T at 600mm centers in direction perpendicular to the main T to make a grid of 600x600mm.Finally 600mm Cross T(40x15x0.30mm) are then interlocked into the precut slots in the 600mm T at 600mm centers andindirection parallel to the main T. Cross T’s having length more than 600mm are to be supported independently. the rates shall includerequired cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. (Market Rate) |
| 151 | Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval |
| 152 | and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc.,wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. (DAR2018-12.53)Based on UPPWD SOR/2020 |
| 153 | Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity <0.043 w/ mK. |
| 154 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : |
| 155 | New work (two or more coats) over and including water thinnable priming coat with cement primer (DAR2018-13.41.1)Based on UPPWD SOR/2020 |
| 156 | CARPETFROM FLOATEX- Providing & Fixing of Forbo Flotexclassic series flocked floor covering tiles having a density of 70 million fibres of nylon 6.6 per Sqm , Fire Test EN-13501, Appearence Retention Hexapod ISO 140-8, Friction Slip Resistance Test EN 14041 Class DS, sanitized anti-microbial treatment with resilient waterproof backing ,anti allergiccetrtified by British allergy foundation, anti static, thickness 5.3 mm and approximate weight of 4.5 k.g./sqm of roll form with acoustic sound impact 17dB. Flotex to be installed over cement based self leveling compound for smooth level.. The carpet should be laid complete including SS edge profile at door openings.( Market Rate) |
| 157 | Pre-Laminated Wooden Flooring Providingandfixing8mm thick prelaminatedwoodenflooringasper approved Brand,colour and shade and laid on the levelled floor with approved adhesives & underlay including polished edge profile and termination profile forskirting and different flooring, PU polish matt finish etc. with seamless joint, 2 side V-groove finish scratch resistant, moisture resistant, strong and durable,underlayer of supreme profile 8mm polyurathene sheets as directed by the architect on levelled finished floor. complete as per design and drawings, specifications and as directed by the architect.Finish shall be Rich walnut, golden oak, red oak, brown mahogany or as approved by engineer in charge. |
| 158 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 159 | 40 mm thick with 20 mm nominal size stone aggregate |
| 160 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). |
| 161 | Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used. |
| 162 | 600 mm dia piles (DAR2018-20.2a.1)Based on UPPWD SOR/2020 |
| 163 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. |
| 164 | Single pile above 50 tonne and upto 100 tonne Safe capacity (DAR2018-20.6.2)Based on UPPWD SOR/2020 |
| 165 | Initial test (Test Load 2.5 times the Safe capacity)(DAR2018-20.6.2.1)Based on UPPWD SOR/2020 |
| 166 | Routine test (Test Load 1.5 times the Safe capacity) (DAR2018-20.6.2.2)Based on UPPWD SOR/2020 |
| 167 | Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911 (part IV) by Kentledge method including preparation of pile head etc for. |
| 168 | Single pile (DAR2018-20.7.1)Based on UPPWD SOR/2020 |
| 169 | Above 50 tonne and upto 100 tonne Safe capacity pile (DAR2018-20.7.2) |
| 170 | Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile : |
| 171 | Upto 50 tonne capacity pile (DAR2018-20.8.1)Based on UPPWD SOR/2020 |
| 172 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge.Note :- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project(DAR2018-20.9)Based on UPPWD SOR/2020 |
| 173 | Sanitary and Water Supply |
| 174 | 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. |
| 175 | 15 mm nominal outer dia pipes (DAR/18.8.1/Based on UPPWD/SOR-2020)) |
| 176 | 25 mm nominal outer dia pipes (DAR/18.8.3/Based on UPPWD/SOR-2020)) |
| 177 | 32 mm nominal outer dia pipes (DAR/18.8.4/Based on UPPWD/SOR-2020)) |
| 178 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work |
| 179 | 32 mm nominal outer dia pipes (DAR/18.9.4/Based on UPPWD/SOR-2020)) |
| 180 | 62.5 mm nominal outer dia pipes (DAR/18.9.7/Based on UPPWD/SOR-2020)) |
| 181 | 100 mm nominal outer dia pipes (DAR/18.9.9/Based on UPPWD/SOR-2020)) |
| 182 | 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. 110mm diameter (DAR/12.41.2/Based on UPPWD/SOR-2020)) |
| 183 | 110mm diameter (DAR/12.41.2/A.R./ Based on UPPWD/SOR-2020) |
| 184 | Providing and fixing brass bib cock of approved quality: 15 mm nominal bore (DAR/18.15.1/Based on UPPWD/SOR-2020)) |
| 185 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 25 mm nominal bore (DAR/18.17.1/Based on UPPWD/SOR-2020) |
| 186 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid. (DAR/17.3.1/Based on UPPWD/SOR-2020)) |
| 187 | Providing, Fixing,testing and commissioning of Health faucet with regulator with flexible pipe 1.0 m long, wall hooked complete as required with flow rate of 3.5 LPM. MR |
| 188 | Providing and Fixingttoilet paper holder C.P. brass screw complete as required. DAR 2018/17.3.4.2 |
| 189 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern. (DAR/17.5.2/Based on UPPWD/SOR-2020) |
| 190 | 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:White vitreous China wash basin size 630x450 mm with a pair of 15mm C.P. brass pillar taps. (DAR/17.7.1/Based on UPPWD/SOR-2020)) |
| 191 | Supply and fixing of 15mm dia angle stop valve of PTMP any colour high pressure screwed for iron pipe ( Minium weight 15 mm - 90 gms ) MR |
| 192 | Supply and fixing of liquid soap container of PTMT fixed with and including chromium plated brass screws and wooden / plastic cleats ( minium weight 105 gms) MR |
| 193 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With bricks of class designation-150 (DAR/18.33.1//Based on UPPWD/SOR-2020)) |
| 194 | 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. (DAR/17.31/Based on UPPWD/SOR-2020)) |
| 195 | Providing and fixing nahani trap icluding all complete. |
| 196 | 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 : |
| 197 | Kitchen sink without drain board |
| 198 | 470x420 mm bowl depth 178 mm (DAR/17.10.2.3/Based on UPPWD/SOR-2020)) |
| 199 | Providing, fixing, joints and testing in position the following UPVC Pipe confirming to IS:4985 of 10kg/sqcm quickfit type for garden irrigation system cut to required length pipe to be laid below level in trenches up to required depth, including excavation in all kind of soil (hard rock) dewatering, refilling, watering, ramming and removing the surplus excavated material and putting 100 m sand all-around and making good the same. |
| 200 | 160 mm dia. YEIDA App Rate |
| 201 | Providing and fixing Heavy Class SS gratingof approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and FT, UT & FD. |
| 202 | Size 150 mm X 150 mm |
| 203 | Providing & Fixing of CP Heavy Duty Bottle Trap 32mm. (Complete complying with relavent standard specification and as directed by the Competent authority.) For Wash basin&Urinal |
| 204 | Providing and fixing on wall face unplasticised Rigid PVCwater supply only conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion / Kishan Supreme or equivelent P/F PVC rain water pipe Single socketed pipes.110 mm Dia |
| 205 | Providing and fixing on wall face unplasticised Rigid PVCwater supply only conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion / Kishan Supreme or equivelent P/F PVC rain water pipe Single socketed pipes.110 mm Dia |
| 206 | Internal Electrification |
| 207 | Wiring point for light with 1.5 sq.mm.FRLSHPVCinsulated multistrand single core copper conductor cable inPVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cableas earthwire drawn inside the conduit concealed in the wall and partly concealed laid in slab complete with 14 SWG copper earth continuity wire,GP Box ,piano type switch & ceiling rose/ angle/batten holder on 3 mm thickphenolic laminated backelite sheet etc., complete in all respect, as directed including matching colour wash. PS-138(C) |
| 208 | Wiring point for two way with 1.5 sq.mm.FRLSHPVCinsulated multistrand single core copper conductor cable inPVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cableas earthwire drawn inside the conduit concealed in the wall and partly concealed laid in slab complete with 14 SWG copper earth continuity wire,GP Box ,piano type switch & ceiling rose/ angle/batten holder on 3 mm thickphenolic laminated backelite sheet etc., complete in all respect, as directed including matching colour wash. PS-139(C) |
| 209 | Wiring point for fan/ fresh air fan with 1.5 sq.mm.FRLSHPVCinsulated multistrand single core copper conductor cable inPVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cableas earthwire drawn inside the conduit concealed in the wall and partly concealed laid in slab complete with 14 SWG copper earth continuity wire,GP Box ,piano type switch & ceiling rose/ angle/batten holder on 3 mm thickphenolic laminated backelite sheet etc., complete in all respect, as directed including matching colour wash. PS-140(C) |
| 210 | Wiring point for Plug point with 1.5 sq.mm.FRLSHPVCinsulated multistrand single core copper conductor cable inPVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cableas earthwire drawn inside the conduit concealed in the wall and partly concealed laid in slab complete with 14 SWG copper earth continuity wire,GP Box ,piano type switch & ceiling rose/ angle/batten holder on 3 mm thickphenolic laminated backelite sheet etc., complete in all respect,PS-141(C) |
| 211 | Wiring point for Call Bell Point with 1.5 sq.mm.FRLSHPVCinsulated multistrand single core copper conductor cable inPVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cableas earthwire drawn inside the conduit concealed in the wall and partly concealed laid in slab complete with 14 SWG copper earth continuity wire,GP Box ,piano type switch & ceiling rose/ angle/batten holder on 3 mm thickphenolic laminated backelite sheet etc., complete in all respect, PS-142(C) |
| 212 | Supply and fixing of power plug with 20A/250 voltflush type modular switch and 5 pin 20A/250V flush type universal socket in concealed M.S. box including supply of all material laour T&P etc. required for proper completion of work PS-1139A. |
| 213 | 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.1.57 |
| 214 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings).PS-1.56 |
| 215 | Addition when modular type switches etc. are used in place of piano type switches etc. in various wiring points. |
| 216 | Add for light / fan points with modular type switch in place of piano type switch.PS-187(A) |
| 217 | Add for 2 way light point with modular switches in place of piano type switches.PS-187(B) |
| 218 | Add for plug point with modular switch & socket in place of piano type switch & socket.PS-187© |
| 219 | Add for HPMV/Exhaust fan point with modular type switch in place of piano type switch.PS-187(D) |
| 220 | Add for Call bell point with modular type bell push in place of piano type bell push.PS-187€ |
| 221 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.PS-1.24 |
| 222 | Telephone socket outlet |
| 223 | TV antenna socket outlet |
| 224 | Bell push |
| 225 | CAT -6 / DATA outlet |
| 226 | Supply and fixing of electronic fan dimmer(Modular) 300/400 watt, ISI marked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer in charge of work.PS-1203(B) |
| 227 | Supply and fixing hexagonal/Round G.P.fan box of approved make made up of 1.0 mm thick ISI Marked G.P.sheet spot welded Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed fitted with 300 mm round zink coted M.S Bar X 12 mm & brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work.PS-1149 |
| 228 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. PS-1.26 |
| 229 | Supply and fixing of G.P. Modular switch box for 1 / 2 Module of approved make made up of 1.0 mm thick ISI Marked G.P.sheet including adjestable Nakka and holes plugged with PVC Nylon Caps . Two or more holes for pipe entry of 25.4 mm on upper and lower sides of the box. Holes should be semi-shuttered type and fitted with heavy brass Earth Piller duly screwed & brand name should be embossed. Box flushed in wall including cutting of brick work, fixing it to the level with cement sand mortar, including matching colour wash with s/o all materials, labour and T&P required for proper completion of work as directed at site by the Engineer in charge. PS-1152(A) |
| 230 | Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required. |
| 231 | 1 or 2 ModulePS-1.28.1 |
| 232 | Supply and wiring of submain withFRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in Heavy gauge PVC conduit partly laid in slab alongwithwith reinforcement before concreting and partly concealed in wall withFRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawin in conduit, complete in all respects. |
| 233 | Supply and wiring of submain with two number 2.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit with 1 number 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor as earth continuity wire. complete in all respect.PS-1304(C) |
| 234 | 2 X 4 sq. mm + 1 X 2.5 sq. mm earth wire in 20 mm dia heavy duty (2mm thick) PVC conduit PS221© |
| 235 | 2 X 6 sq. mm + 1 X 4 sq. mm earth wire in 25 mm dia heavy duty (2mm thick) PVC conduitPS-222© |
| 236 | 2 X 10 sq. mm + 1 X 6 sq. mm earth wire in 25 mm dia heavy duty (2mm thick) PVC conduit PS223© |
| 237 | 2 X 16 sq. mm + 1 X 10 sq. mm earth wire in 32 mm dia heavy duty (2mm thick) PVC conduit PS-224 |
| 238 | 2 X 25 sq. mm + 1 X 16 sq. mm earth wire in 32 mm dia heavy duty (2mm thick) PVC conduit-PS-225( c) |
| 239 | 4 X 6 sq. mm + 2 X 4 sq. mm earth wire in 32 mm dia heavy duty (2mm thick) PVC conduitPS-277 |
| 240 | 4 X 10 sq. mm + 2 X 6 sq. mm earth wire in 32 mm dia heavy duty (2mm thick) PVC conduit PS-278© |
| 241 | 4 X 16 sq. mm + 2 X 10 sq. mm earth wire in 40 mm dia heavy duty (2mm thick) PVC conduit PS-279 |
| 242 | 4 X 25 sq. mm + 2 X 16 sq. mm earth wire in 50 mm dia heavy duty (2mm thick) PVC conduit.PS280 |
| 243 | Supply and fixing and concealing of 20 mm dia. 2mm thick PVC conduit pipe with ISI mark embossed and with PVC accessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin / adhesive to make the complete piping rigid, plastering with cement sand mortar finished to the level with matching colour wash including cost of all material labour and T&P etc required for proper completion of the work as per directions and to the satisfaction ofEngineer in charge. PS-148(A) |
| 244 | Supply and fixing and concealing of 25 mm dia 2 mm thick PVC conduit Pipe with ISI mark embossed and with PVC accessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin / adhesive to make the complete piping rigid, plastering with cement sand mortar finished to the level with matching colour wash including cost of all material labour and T&P etc required for proper completion of the work as per directions and to the satisfaction ofEngineer in charge.PS-149(A) |
| 245 | S&F surface/flush mounting 8ways SPN distribution board with additional metal door without MCB complete in all respect, as directed by Engineer in charge.PS-1024(A) |
| 246 | S & F surface/Flush mounting 12ways SPN distribution board without additional metal door without MCB complete in all respect, as direct by Engineer in Charge.PS-1025 |
| 247 | S& F surface/Flush mounting 4ways TPN distribution board with additional metal door without MCB complete in all respect,as directed at site by Engineer in charge.PS-1026(A) |
| 248 | CAT A |
| 249 | S & F surface/Flush mounting 4ways V TPN distribution board with additional metal door without MCB complete in all respect,as directed at site by Engineer in charge. |
| 250 | CAT A PS-1026© |
| 251 | S & F surface/Flush mounting 6ways TPN distribution board with additional metal door without MCB complete in all respect, as directed at site by Engineer in charge.PS - 1027 C |
| 252 | CAT A |
| 253 | S&F of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve |
| 254 | CAT APS-1002 |
| 255 | S&F of 40 Amp. DP MCB (10 KA) C Curve |
| 256 | CAT A PS-1010 |
| 257 | S&F of 63 Amp. DP MCB (10 KA) |
| 258 | CAT APS-1011 |
| 259 | S&F of 6 Amp. to 32 Amp. 4 pole MCB (10 KA) C Curve |
| 260 | CAT APS-1019 |
| 261 | S&F of 40 Amp. 4 pole MCB (10 KA) |
| 262 | CAT APS-1020 |
| 263 | S&F of 63 Amp. 4 pole MCB(10 KA) C Curve |
| 264 | CAT APS-1020( A) |
| 265 | S&F single pole MCB blanking plate PS-1034(B) |
| 266 | S&F of 125 Amp 4 pole MCCB (25 KA) Thermal Magnetic release |
| 267 | CAT A PS-1021(D) |
| 268 | Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 269 | 40 Amps (DP) PS-2.14.2 |
| 270 | 63 Amps (DP) PS-2.14.3 |
| 271 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 272 | 40 Amps (FP) PS-2.15.2 |
| 273 | 63 Amps (FP) PS-2.15.3 |
| 274 | Supplying and fixing 20 amps, 415 volts, TPN industrial type, socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 30 amps "C" curve, TP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required.PS-2.19 |
| 275 | Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel at least 2 mm thick, vitreous enameled white on both sides, and with inscription in single red colour on front side as required. PS-2.21 |
| 276 | mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. |
| 277 | CAT-AAAPS-1401 |
| 278 | Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. |
| 279 | CAT-AAA PS-1403 |
| 280 | Supply and fixing of recess/surface mounting round 24 Watt to 32 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set completed in all respects. |
| 281 | CAT-AAAPS-1404 |
| 282 | Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. |
| 283 | CAT-AAA PS-1406 |
| 284 | Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. |
| 285 | CAT-AAA PS-1413 |
| 286 | Supply and fixing of water tight oblong 10 Watt LED bulkhead luminaire with driver set confirming to IP 65 and above Protection . complete in all respect. |
| 287 | CAT-AAA PS-1417 |
| 288 | Supply and fixing of Pedent mounting having 1"x4" size 36 to 46 watts seamlessly integrated LED luminier with acrylic sheet diffuser and inetgaral electronic driver complete in all respect. CAT AAA |
| 289 | Supply, Installation, Testing and Commissioningof 10W LED batten 2" long with high end diffuser for uniform distribution of light complete with inbuilt electronic driver & installation accessories etc as required for making system functional.(Mirror light) |
| 290 | Supply and fixing of single unit LED aviation obstruction light complete with transformer and LED spiral etc complete in all respect. (CAT - AAA) PS-409 |
| 291 | Supply of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FR PVC insulated copper conductor etc as required. |
| 292 | Erection and testing of ceiling fan and regulator for room height upto 3.5 metres including supply of 3mm thick G.I.Pipe19mm dia. Duly painted, complete in all respect. PS-1116 |
| 293 | Erection and testing of exhaust fan on the existing hole with suitable size of rag bolts, nuts and washers etc., complete in all respect. PS-1120 |
| 294 | Making hole in the wall for exhaust fan and finishing properly complete in all respect. PS-1121 |
| 295 | Supply of 300 mm, 230 v A.C. exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. |
| 296 | Supply and installation of Strip Light eq. to Philips cat No. 31308 LED Strip 5m Cool/Warm White including driver and all accessories as required.Fixture to be suitable for outdoor as well. |
| 297 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. |
| 298 | 150 mm width X 50 mm depth X 1.6 mm thickness PS-4.6.2 |
| 299 | 300 mm width X 50 mm depth X 1.6 mm thickness PS-4.6.4 |
| 300 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "bends" (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. |
| 301 | 150 mm width X 50 mm depth X 1.6 mm thickness PS-4.7.2 |
| 302 | 300 mm width X 50 mm depth X 1.6 mm thickness PS-4.7.4 |
| 303 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Tee" (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. |
| 304 | 150 mm width X 50 mm depth X 1.6 mm thickness PS-4.8.2 |
| 305 | 300 mm width X 50 mm depth X 1.6 mm thickness PS-4.8.4 |
| 306 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Cross member"(galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc as required. |
| 307 | 150 mm width X 50 mm depth X 1.6 mm thickness PS-4.9.2 |
| 308 | 300 mm width X 50 mm depth X 1.6 mm thickness PS-4.9.4 |
| 309 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Reducer" (galvanisation not less than 50 microns) with perforation not more than17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc as required. |
| 310 | 300 mm width X 50 mm depth X 1.6 mm thickness PS-4.10.4 |
| 311 | Supply & Fixing of factory fabricated pre-galvanized G.I. sheet steel raceway in 1.6mm thickness for bottom & sides and 2/3mm thick top Cover as called for including necessary civil work such as chase cutting in screed, fixing/ jamming the raceway, aligning & levelling and finishing with sand cement plaster etc. complete as required. |
| 312 | 150mm x 40mm (2mm top Cover) MR |
| 313 | Supply & Fixing of openable top Cover floor Junction Boxes made from 2mm thick pre-galvanised GI sheets for bottom & sides & 3mm thick GI top Cover complete with rubber gasketing beneath the top Cover. The Junction Boxes shall be suitable to accommodate GI floor raceways as specified above, necessary civil work as described in earlier item to be included here too. |
| 314 | 150 x 150 x 40 mm MR |
| 315 | Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing.PS-701 |
| 316 | 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. PS-703 |
| 317 | 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 metre long etc. with charcoal/ coke and salt as required. PS-705 |
| 318 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. PS-717 |
| 319 | Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. PS-718 |
| 320 | Design, Fabrication, Supply, Installation, Testing & Commissioning of 1000Kgs @1.0 mps .10 mtr rise in Simplex Control; SS Hairline Grade-304 Car with 2-Panel, Horizontal sliding, Automatic Power operated centre opening Glass Doors of 1500mm (Width) X 2100mm (Height), Dual door opening ssystem and Counterweight Safety, as per technical datasheet (Elevator Schedule of requirement) & specification & work shall be carried out as per direction of Engineer In Charge. |
| 321 | Internal Fire Fighting and Fire Alarm System |
| 322 | Supplying, installation, testing and commissioning of microprocessor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230 ± 5% V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. The panel shall have facility to connect printer to printout log and facility to have seamless integration with analog/digital voice evacuation system (which is part of the schedule of work under SH: PA System) and shall be complete with all accessories . The panel shall be compatible for IBMS system with open protocol BACnet/ Modbus over IP complete as per specifications. |
| 323 | TenLoop Panel. |
| 324 | Supplying, installation, testing & commissioning of central graphical fire alarm management system to centrally monitor and operate the fire alarm system complete as required. |
| 325 | Supplying, installation, testing & commissioning of repeater panel wih 320 character/ Touch screen LCD display with inbuilt reset, acknowledge and silence switches complete as required. |
| 326 | Supplying, installation, testing & commissioning of intelligent analog addressable photothermal detector complete with mounting base complete as required. |
| 327 | Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required. |
| 328 | Supplying, installation, testing & commisssioning of intelligent addressable programmable sounder complete as required. |
| 329 | Supplying, installation, testing & commissioning of fault isolator complete with base as required. |
| 330 | Supplying, installation, testing & commissioning of intelligent addressable thermal detector with rate of rise cum fixed tempreature thermistor complete with base as required. |
| 331 | Supplying, installation, testing & commissioning of addressable fire control module complete as required. |
| 332 | Supplying, installation, testing & commissioning of addressable phone control module complete as required. |
| 333 | Supplying, installation, testing & commissioning of addressable manual call point complete as required. |
| 334 | Supplying, installation, testing & commissioning of fire fighter telephone handset complete as required. |
| 335 | Supplying, installation, testing & commissioning of intelligent interface unit BACnet/ Modbus protocol i.e. supplying communication links between building management system and fire alarm control panel complete as required. |
| 336 | Supplying, installation, testing & commissioning of fire fighter phone jack complete as required. |
| 337 | Supplying, installation, testing & commissioning of 6 zone, voice alarm controller with USB, MP3 player (including 6 zone button paging station) with seamless integration facility with main fire alarm panel for voice evacuation complete as required. |
| 338 | Supplying, installation, testing & commissioning of 1.5/3/6W ceiling speaker complete as required. |
| 339 | Supplying, installation, testing & commissioning of ceiling/wall mounted loud speaker, 3/1.5 Watt in ABS enclosure complete as required. |
| 340 | Supplying, installation, testing & commissioning of digital audio amplifier 75 Watt, 25V rms operating at 240 Volt AC Supply complete as required. |
| 341 | Supplying, installation, testing & commissioning of exit point directional sound speaker with voice and integral audio amplifier with selectable sound pulse patterns complete as required. |
| 342 | Supplying, installation, testing & commissioning of Voice command keypad 6 zone, with microphone assembly complete as required. |
| 343 | Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required. |
| 344 | speaker cable Two pair, 2-core, 1.5 sqmm |
| 345 | speaker cable Four pair, 2-core, 1.5 sqmm |
| 346 | Providing and fixingblack steel pipes to IS:1239 (Heavy class) including all necessay groovedfittings like anchor fasteners, brick masonry supports, couplings, bends, elbows, tees and flanges etc. screwed joints as required, cutting holes and chases in brick or RCC walls and making good complete. |
| 347 | 25 mm dia |
| 348 | 80 mm dia |
| 349 | 150 mm dia |
| 350 | Providing and fixingfirst aid fire hose reel wall mounting swinging type fitted with 36.5 M x 20 mm dia high pressure RUBBER hose to IS: with 5 mm outlet gunmetal nozzle with shut off valve (IS:884-1969). |
| 351 | Providing and fixing63 mm dia 15 M long rubberized fabric lined hose including gunmetal male and female instantaneous type coupling approved by fire authority, machine wound with G.I. wire complete in all respects hose to IS:636 type II and coupling to IS:903-1975 with ISI certification. |
| 352 | Providing and fixing standard short size gunmetal branch pipe with gunmetal nozzle 16 mm NB outlet with standard instantaneous type 63 mm dia coupling. |
| 353 | Providing and fixing standard fire man"s axe with heavy duty insulated rubber handle. |
| 354 | Providing & fixing single acting air valve of 25 mm dia as per IS:14845 including 25 mm dia Ball valve and all fitting etc. as per the requirement. |
| 355 | Providing and fixing gunmetal fire hydrant valve 80 mm inlet, single outlet with control (IS:5290) and fitted with 63 mm dia instantaneous female coupling complete with blank cap and chain (IS:901). |
| 356 | Providing and fixing fire hose cabinet fabricated from 16 gauge M.S. Sheet with single or double glazed front door (with 4 mm thick glass) and locking arrangement, painted fire red with stove enamelled paint "FIRE HOSE" written on front including necessary supports approximate size. |
| 357 | a) 2100x1200x700 mm deep.(IFH) |
| 358 | Providing and fixing lever operated butterfly valve (PN – 16) conforming toGrooved valveUL/FM including necessary companion flanges, bolts and nuts complete. |
| 359 | a) 150 mm dia |
| 360 | Providing and fixing DuctileIron Grooved non-return valves including nuts, bolts complete.(PN 16). |
| 361 | a) 150 mm dia |
| 362 | Providing and fixing dial type pressure gauge with isolation cock and pipe at hydrant station. |
| 363 | a) Dia diameter 100 mm calibration 0-8 Kg. |
| 364 | Supply,Installations, Testing & Commissioning ofElectricalMotor Driven Automatic pressurisation (Jockey) pumping set consisting of the following as per specifications. Horizontally /Vertical mounted centrifugal type multi-stage multioutlet fire pumpfor building pressure loss due to any leakage in the system and capable to deliver approx 180 LPM against a total head of 185 M confirming to IS:1520.,having cast iron body, bronze impeller, stainless steel shaft and complete with Pressure Gauge with G.M. stop valve etc. on the delivery side including bypass arrangement (with 25 mm dia. G.M. Stop Valveandupto 5 M.G.I. medium pipe) for periodical testing of the working of the pumping set. |
| 365 | Squirrel cage induction motor totally enclosed fan cooled type suitable for 415 Volts ± 15% 3 phase. 50 hzA.C. supplyofsuitable for the above pumpwith synchronous speed of 1500/3000RPM confirming to IS: 325 & duly coupledwith abovepumpcoupled with flexible coupling including earthling as per relevant Indian Standard and specifications. |
| 366 | Supply,Installations, Testing & Commissioning of :Providing and installing horizontal/vertical monobloc centrifugal pumping set with mechanical seal, C.I. volute and bronze impeller connected to a TEFC induction motor suitable for 400/44 volts, 3 phase, 50 cycles A.C. supply with 150 mm dia pressure gauge with gunmetal isolation cock, vibration eliminating pads for fire pump at terrace level including motor control panel at terrace level and remote push button for OFF/ON operation in Fire Control Room. (Fire pump on terrace) |
| 367 | Capacity 900 lpm |
| 368 | Head50 m |
| 369 | HP 30 |
| 370 | Providing and fixing CO2 type fire extinguishers with steel cylinder with a discharge valve andconforming to IS:15683. Extinguishers shall be painted with rex enamel paint and fixed to wallwith brackets capacity 4.5 Kg. |
| 371 | Providing and fixing water CO2 gas fire extinguishers with steel cylinder with a discharge valve andconforming to IS:15683. Extinguishers shall be painted with rex enamel paint and fixed to wallwith brackets capacity9 litre. |
| 372 | Providing and fixing ABC powder type fire extinguisher suitable for inverted operation and fabricated from 1.6 mm M.S. sheet internally protected with anticorrosive treatment and hydraulically tested to a pressure of 25 Kg/Sqcm.Extinguishers externally painted with red enameland fixed towallwith brackets complete with internal charge and spanner (Conforming to IS:15683 capaicity 5 Kg.). |
| 373 | Supply, installation, testing and commissioning of MS Pipe class "C" (heavy duty) conforming to IS:1239 including all necessary grooved fitiings accessories such as screwed joints, flanges, tees, reducers, structural steel supports and clamps etc. including lift to all heights, jointing, painting and inserted rubber gaskets, nuts, bolts etc. as required. Pipes shall be painted with two coats of primer & two coats of post office red synthetic enamel paint over two coats of red oxide zinc chromate primer. Prior to application of primer surface to be cleaned including painting of legends both direction arrow as per approval of Project Manager and shall be fixed in ceiling, walls, columns for all heights with hangers/supports and fasteners all as per drawing including chasing of walls/columns /ceiling etc. and making good the same as required. G.I. pipe/PVC sleeve of suitable higher size shall be provided whenever the pipes are crossing the walls/floors and sealing the sleeves with glass wool in between & fire sealant compound at either end all as per Project Manager/Consultant requirement. |
| 374 | 25 mm dia |
| 375 | 32 mm dia |
| 376 | 40 mm dia |
| 377 | 50 mm dia |
| 378 | 65 mm dia |
| 379 | 80 mm dia |
| 380 | 100 mm dia |
| 381 | 150 mm dia |
| 382 | Notes :Pipes upto 50 mm dia shall be threaded joints, above 50 mm shall be groovedjoint/coupling fittings For Pipe up to 50 mm dia standard threaded forged steel fitting and Pipe above 50 mm dia standard grooved fittings joint shall be used.Steel Structural Supports are included in this item.G.I. pipe sleeve of suitable higher size shall be provided wherever the pipe are crossing the wall/floors and sealing the sleeves with glass wool in between and fire sealant compound at either end all as per Project Manager"s requirement. |
| 383 | Providing & fixing brass quartzoid sprinklers (approved)of 15 mm dia size, suitable for sustaining the pressure on the seat & water hammer effect. The type & temperature rating shall be as follows : |
| 384 | Pendent / Upright ( 68 deg.C) sprinkler quick response |
| 385 | Providing and fixing of UL listed electrically operated flow indicating switch (vane type) of following diameter with threaded connection with flexible full bore paddle & NO/NC contact terminals as specified complete with all accessories and necessary wiring. |
| 386 | Providing and fixing 25 mm diainspecting &testing assemblywith gunmetal valve, gunmetal sight glass(if required),bypassvalve & connectedto drain line. |
| 387 | Providing, fixing, jointing and testing of Sprinkler system as per the furniture drawing complete with required 25mm heavy quality (Class C) M.S. pipe ,drop down using 1000mm SS Flexible pipe with GI fittings i.e. tees, bends, elbows, unions, reducers etc., making connection with existing pipe work, with supports including painting with two coats of enamel paint of fire red shade over a coat of prime (Internal work) |
| 388 | Providing & fixing single acting air valve of 25 mm dia as per IS:14845 including 25 mm dia Ball valve and all fitting etc. as per the requirement. |
| 389 | Building -9 |
| 390 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 391 | All kinds of soil(DAR 2018-2.6.1)Based on UPPWD SOR/2020 |
| 392 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (As per Morth) |
| 393 | Supplying and filling in plinth with local sand under floors, including watering, ramming, consolidating and dressing complete. (DAR 2018-2.27)Based on UPPWD SOR/2020 |
| 394 | Supplying chemical emulsion in sealed containers including delivery as specified. |
| 395 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% (DAR 2018-2.34.1)Based on UPPWD SOR/2020 |
| 396 | Providing and injectingchemicalemlusions for pre-constructionanti-termite treatement and creating continious chemicalbarrier under andall round thecolumnpits, wall trenches,excavation topsurface of plinthfilling, junction, externalperimeter of buildings, expamsion joins surrounding of pipes and conduit etc. complete as per technical specifications.(plinth area of the building at ground levelshall only be measured for payment) with chlorpyriphos/Lindance E.C. 20% with 1% concentration or equivalent under 10 years guarantee. (DAR 2018-2.35.3.1)Based on UPPWD SOR/2020 |
| 397 | Providing and laying in position Cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level. 1:4:8 (1 Cement :4 Coarse sand(ZoneIII: derived from natural sources:8 graded stone aggregate 40 mm nominal size derived from natural source) . UPPWD SOR 2020/281/5.08 |
| 398 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.(DAR 2018-4.17)Based on UPPWD SOR/2020 |
| 399 | Centering and shuttering including strutting, propping etc. and removal of form for all heights |
| 400 | Foundations, footings, bases of columns, etc. for mass concrete (DAR 2018- 5.9.1)Based on UPPWD SOR/2020 |
| 401 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.(DAR 2018- 5.9.2)Based on UPPWD SOR/2020 |
| 402 | Suspended floors, roofs, landings, balconies and access platform (DAR 2018-5.9.3)Based on UPPWD SOR/2020 |
| 403 | Cast-in-situ shelves (DAR 2018-5.9.4)Based on UPPWD SOR/2020 |
| 404 | Lintels, beams, plinth beams, girders, bressumers and cantilevers (DAR 2018-5.9.6)Based on UPPWD SOR/2020 |
| 405 | Columns, Pillars, Piers, Abutments, Posts and Struts (DAR 2018-5.9.6)Based on UPPWD SOR/2020 |
| 406 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like (DAR 2018-5.9.15)Based on UPPWD SOR/2020 |
| 407 | Under 20 cm wide (DAR 2018-5.9.16.1)Based on UPPWD SOR/2020 |
| 408 | Weather shade, Chajjas, corbels etc., including edges (DAR 2018-5.9.19)Based on UPPWD SOR/2020 |
| 409 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). (DAR 2018-5.11)Based on UPPWD SOR/2020 |
| 410 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) (DAR 2018-5.11.1)Based on UPPWD SOR/2020 |
| 411 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all Complete upto plinth level & above plinth level.(DAR 2018-5.22)Based on UPPWD SOR/2020 |
| 412 | Thermo-Mechanically Treated bars of grade Fe-500D. (DAR 2018-5.22.6)Based on UPPWD SOR/2020 |
| 413 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). |
| 414 | All works upto plinth level (DAR 2018-5.33.1)Based on UPPWD SOR/2020 |
| 415 | All works above plinth level upto floor V level (DAR 2018-5.33.2)Based on UPPWD SOR/2020 |
| 416 | Extra for providing richer mixes at all floor levels. (DAR 2018-5.34)Based on UPPWD SOR/2020 |
| 417 | Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) (DAR 2018-5.34.1)Based on UPPWD SOR/2020 |
| 418 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (DAR 2018-10.28)Based on UPPWD SOR/2020 |
| 419 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. (DAR 2018-10.5)Based on UPPWD SOR/2020 |
| 420 | Using M.S. angels 40x40x6 mm for diagonal braces (DAR 2018-10.5.1)Based on UPPWD SOR/2020 |
| 421 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in foundation and plinth in: |
| 422 | Cement mortar 1:4 (1 cement : 4 coarse sand) SOR-2018 |
| 423 | 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 : |
| 424 | Cement mortar 1:4 (1 cement : 4 coarse sand) SOR-2018 |
| 425 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. (DAR 2018-6.15) |
| 426 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. |
| 427 | Granite Marble of any colour and shade |
| 428 | Area of slab over 0.50 sqm.(DAR 2018-8.2.2.2)Based on UPPWD SOR/2020 |
| 429 | 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. |
| 430 | Granite Work (DAR 2018-8.2.2.2)Based on UPPWD SOR/2020 |
| 431 | Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. (DAR 2018-8.4)Based on UPPWD SOR/2020 |
| 432 | Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.(DAR 2018-8.5)Based on UPPWD SOR/2020 |
| 433 | 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(DAR 2018-8.31)Based on UPPWD SOR/2020 |
| 434 | 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.(DAR 2018-11.41.2)Based on UPPWD SOR/2020 |
| 435 | Size of Tile 600 x 600 mm |
| 436 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :(DAR 2018-11.55.1)Based on UPPWD SOR/2020 |
| 437 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.DAR/11.55.1/Based on UPPWD SOR/2020 |
| 438 | Providing and fiixng 18 mm thick granite stone 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 slab, including rubbing and polishing complete.(DAR 2018-11.27)Based on UPPWD SOR/2020 |
| 439 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. (DAR 2018-11.56.1)Based on UPPWD SOR/2020 |
| 440 | Polished Granite stone slab colour of Sadarali grey or equivalent |
| 441 | Extra for pre finished nosing to treads of steps of marble stone. (DAR 2018-11.24)Based on UPPWD SOR/2020 |
| 442 | Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre.(DAR 2018-11.25)Based on UPPWD SOR/2020 |
| 443 | 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). (DAR 2018-11.20.3) |
| 444 | Dark shade pigment using ordinary cementDAR/11.20.3/Based on UPPWD SOR/2020 |
| 445 | 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). (DAR 2018-9.1.1) |
| 446 | Second class teak woodDAR/9.1.1/Based on UPPWD SOR/2020 |
| 447 | 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.(DAR 2018-9.21.1) |
| 448 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.DAR/9.21.1/Based on UPPWD SOR/2020 |
| 449 | 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). (DAR 2018-9.23)Based on UPPWD SOR/2020 |
| 450 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : |
| 451 | 2nd class teak wood (DAR 2018-9.40.1)Based on UPPWD SOR/2020 |
| 452 | 50x12 mm (DAR 2018-9.40.1.1)Based on UPPWD SOR/2020 |
| 453 | Providing & Fixing decorative high pressure 1.0 mm thick laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.(DAR 2018-9.127.2)Based on UPPWD SOR/2020 |
| 454 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).(DAR 2018-9.53)Based on UPPWD SOR/2020 |
| 455 | Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating not less than 120gm/ m²) suitable for mounting 120 min Fire Rated Glazed Door Shutters. The frame shall be filled with Mineral wool Insulation having density min 96Kg/m³ . The frame will have a provision of G.I. Anchor fastners 14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing in the opening along with Factory made Template for SS Ball Bearing Hinges of Size 100x89x3mm for fixing of fire rated glazed shutter . The frame shall be finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- charge . (Cost of SS ball bearing hinges is excluded). (DAR 2018-9.161)Based on UPPWD SOR/2020 |
| 456 | Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 minutes fire rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-Charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/sqm) duly filled mineral wool insulation having density minimum 96 kg/cum and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-Charge (panelling to be paid for seperately). (DAR 2018-9.162)Based on UPPWD SOR/2020 |
| 457 | Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/ powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with glass of required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm.(DAR 2018-9.164)Based on UPPWD SOR/2020 |
| 458 | Providing and fixingbright finished brass 100 mmMortice latch and lock with 6 lever and a pair of lever handles of approvrd quality necessary screws etc. complete. DAR/9.76/2018/SOR2020 |
| 459 | Providing and fixing hydraulic concealed door closer in door shutters including cutting chases in the top rail and the door frame for providing pivot and hoisting the body in the shutters with all material, hardware wastages etc. complete. DAR/2018 App Rate Based on SOR |
| 460 | 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 : |
| 461 | 300x16mm (DAR 2018-9.96.1)Based on UPPWD SOR/2020 |
| 462 | Providing and fixing aluminium Towerbolts, 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 :250x10mm(DAR 2018-9.97.2)Based on UPPWD SOR/2020 |
| 463 | Providing and fixing aluminium Towerbolts, 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 :150x10mm (DAR 2018-9.97.4)Based on UPPWD SOR/2020 |
| 464 | 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 : |
| 465 | 125 mm (DAR 2018-9.100.1)Based on UPPWD SOR/2020 |
| 466 | Providing and fixing factory made uPVC white colour casement /casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. |
| 467 | Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. |
| 468 | Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. ( Area of window upto 2.50 sqm).(DAR 2018-9.147A.3)Based on UPPWD SOR/2020 |
| 469 | Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. |
| 470 | Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. |
| 471 | Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) (DAR 2018-9.147B.1) |
| 472 | 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): |
| 473 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) (DAR 2018-21.3.2)Based on UPPWD SOR/2020 |
| 474 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. |
| 475 | Upto 5mm depth and 5 mm width (DAR 2018-21.8.1)Based on UPPWD SOR/2020 |
| 476 | 12 mm cement plaster of mix : |
| 477 | 1:6 (1 cement: 6 Coarse sand) (DAR 2018-13.14.2)Based on UPPWD SOR/2020 |
| 478 | Providing and applying 6 mm cement plaster of mix : |
| 479 | 1:3 (1 cement : 3 fine sand) (DAR 2018-13.16.1)Based on UPPWD SOR/2020 |
| 480 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. (DAR 2018-13.26)Based on UPPWD SOR/2020 |
| 481 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 482 | Water thinnable cement primer (DAR 2018-13.4Based on UPPWD SOR/20203.1) |
| 483 | 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. |
| 484 | Two Coats (DAR 2018-13.82.2)Based on UPPWD SOR/2020 |
| 485 | 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 12.5 mm 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 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 : |
| 486 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) : 2011 (Board with BIS certification marks) (DAR 2018-12.45.1)Based on UPPWD SOR/2020 |
| 487 | 12.5 mm thick tapered edge gypsum moisture resistant boBased on UPPWD SOR/2020ard (DAR 2018-12.45.3) |
| 488 | Providing & fixing Trap Doors in ceiling made of 19mm thick commercial board/ ply panels placed inside Aluminum channel frame work which is fixed to ceiling framing on all sides and hanged from RCC slabs with GI flats/wires which are fixed with dash fastners, panel to be cladded with 1.00mm thick approved laminate including balancing laminate on inner side, hinged with 50 mm x 50 mm hardwood frame with neat 6 mm groove on all sides including all hardware, SS concealed hinges, concealed SS latch, providing SS cup board locks 2 nos. in each shutters of size 75mm complete as per design & drawing & instructions of Architects. Market Rate |
| 489 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. (DAR 2018-25.8) |
| 490 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 491 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 492 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge. |
| 493 | (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. |
| 494 | (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 495 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm.(DAR2018-22.7.1)Based on UPPWD SOR/2020 |
| 496 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.(DAR2018-12.22)Based on UPPWD SOR/2020 |
| 497 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: |
| 498 | (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. |
| 499 | (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. |
| 500 | (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. |
| 501 | (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).(DAR2018-22.3)Based on UPPWD SOR/2020 |
| 502 | Stairs, (excluding landings) except spiral-staircases (DAR2018-5.9.7)Based on UPPWD SOR/2020 |
| 503 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm 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. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. (Market Rate) |
| 504 | Antiskid finish of size of Tile 600 x 600 mm |
| 505 | 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) : |
| 506 | 25 mm thick.(DAR2018-11.26.1)Based on UPPWD SOR/2020 |
| 507 | 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.(DAR2018-11.27)Based on UPPWD SOR/2020 |
| 508 | Self-leveling epoxy floor for 7 mm thick a) Surface Preparation:By any one of the suitable methods based on site conditions /availability. b) Primer Coat: Over the cleaned surface apply one coat of solvent less epoxyPrimer for a thickness of 100 to 150 microns for bonding epoxy flooring toConcrete surface. c) Epoxy underlay/screed (5.0 mm): Over the primed surface apply EpoxyMortar underlay to a thickness of 5 mm to cover the undulation orIrregularities in the floor to make it uniform. d) Primer Seal Coats (0.5 mm): Over the screed two coats of epoxy primer sealCoat to seal off the pores in the screed and also to act as an intermediate coatBetween screed & topcoat. e) Self leveling epoxy floor topping 1.5 mm): Over the Seal coats, applicationof around 1.5 mm thick three component epoxy-self leveling colored floorWith smooth and glossyfinish.(choice of colour-as specified by Engineer in charge) |
| 509 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). (Market Rate) |
| 510 | Finishing walls with Acrylic Smooth exterior paint of required shade :(DAR2018-13.46.1)Based on UPPWD SOR/2020 |
| 511 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)Based on UPPWD SOR/2020 |
| 512 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment.(DAR2018-25.1)Based on UPPWD SOR/2020 |
| 513 | Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: |
| 514 | (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: |
| 515 | (b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. |
| 516 | (c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. |
| 517 | (e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. |
| 518 | In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. |
| 519 | Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places. |
| 520 | Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or by any other accreditation body which operates in accordance with ISO / IEC 17011 and accredits labs as per ISO/ IEC 17025. |
| 521 | 1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr 2. Static Water Penetration Test. (50pa to 1500p) as per ASTME- 331-09 testing method for a range up to 2000 ml. 3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4- 09 testing method for Qualitative test, Tests to be conducted on site. 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml(DAR2018-25.2)Based on UPPWD SOR/2020 |
| 522 | Providing, assembling and supplying vision glass panels comprising of12 mm toughened glass vision panel units of size and shape as required and specified, comprising of an outer heat strengthened, of approved colour and shade with reflective soft coating on surface of approved colour and shade,all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The (SGU) shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of SGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (i) 12mm Thick toughened Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. |
| 523 | Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge.(DAR2018-25.3)Based on UPPWD SOR/2020 |
| 524 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). (DAR2018-21.18)Based on UPPWD SOR/2020 |
| 525 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. |
| 526 | With stainless steel cover plate minimum 1.25 mm thickness.(DAR2018-21.4.1)Based on UPPWD SOR/2020 |
| 527 | Providing and fixing approved make & manufacture SS 304 grade D type 600mm pull handle ISI marked with 32mm dia fixed with SS screws etc. complete in all respects as per manufacturers" specification & as directed by Engineer-in-charge. (Market Rate) |
| 528 | Providing and fixing approved make and manufacture SS 304 grade Top & Bottom Patch fixed with SS screws etc. complete in all respects as per manufacturers" specifications & as directed by Engineer-in-charge.(Market Rate) |
| 529 | Providing and fixing approved make and manufacture SS 304 grade Glass to Glass Lock Round type with SS screws etc. complete in all respects as per manufacturers" specifications & as directed by Engineer-in-charge.(Market Rate) |
| 530 | Supply and fixing ofUrinal partition with 8 mm thickness, 450 x 900 mm Frosted toughened glass with chamfered edges as per IS codal provisions & EN-12150-1:2015,shall be fixed at proper heights with SS 304 grade fittings & accessories of Bracket.bolts, anchor fasteners, and SS Clips as recommended by the manufacturer and directed by Engineer in charge (Market Rate) |
| 531 | Providing and fixing false ceiling with micro look edge and 15 mm thickness ,easily demountable tile ,manufactured from High density glass wool with the visible surfaceis a batch painted glass tissue in white and the back of the tile should be covered with glass tissue. Tiles should be classified under absorption class A with "alpha w " value of 0.95 at200 o.d.s. Sound absorption test results should be measures according to EN ISO 354 and classification according to EN ISO 11654 and the single value rating for NRC and SAA according to ASTM C 423 . Tiles should be easily demountable with the option of weekly dusting and vacuum cleaning . Tiles should have white color " White 500 " nearest NCS color sample S 0500 - N with 83% light reflectance. The tiles should withstand a permanent ambient RH up to 95% at 30 degree C without sagging, warping and delaminating ( ISO 4611). Should be certified by the Indoor Climate labeling , emission class Rmt for building materials and recommended by Swedish Asthma andAllergy Association . Should have been granted the Nordic Swan eco - label with fully recyclability . The glass wool core of the tiles is tested and classified as non-combustible according to EN ISO 1182 with reaction to fire classification class A2 s1 d0 according to EN 13501- 1 standard of Europe. Tiles should have a re-cycled content of more than 70%.(Market Rate) |
| 532 | False ceiling framing shall be Gypsteel pre coated (Exposed portion only) GIT Grid system in 600x600mm module which includes providing andfixingwall angle(24x24x0.40mm) alongthe perimeterof the room with help ofself-tapping screws (3.5x35) at 300mm centers. Then suspending the main T(40x15x0.30mm)from the soffit with help of soffit cleat, rawlplugs(38x12 dia) and wire rod of dia 4mm with Leveling spring clip(85x30x0.8mm) at 600mm c/c. 600mm Cross T(40x15x0.30 mm) is then interlocked into the pre-cut slots in the main T at 600mm centers in direction perpendicular to the main T to make a grid of 600x600mm.Finally 600mm Cross T(40x15x0.30mm) are then interlocked into the precut slots in the 600mm T at 600mm centers andindirection parallel to the main T. Cross T’s having length more than 600mm are to be supported independently. the rates shall includerequired cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. (Market Rate) |
| 533 | Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval |
| 534 | and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc.,wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. (DAR2018-12.53)Based on UPPWD SOR/2020 |
| 535 | Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity <0.043 w/ mK. |
| 536 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : |
| 537 | New work (two or more coats) over and including water thinnable priming coat with cement primer (DAR2018-13.41.1)Based on UPPWD SOR/2020 |
| 538 | CARPETFROM FLOATEX- Providing & Fixing of Forbo Flotexclassic series flocked floor covering tiles having a density of 70 million fibres of nylon 6.6 per Sqm , Fire Test EN-13501, Appearence Retention Hexapod ISO 140-8, Friction Slip Resistance Test EN 14041 Class DS, sanitized anti-microbial treatment with resilient waterproof backing ,anti allergiccetrtified by British allergy foundation, anti static, thickness 5.3 mm and approximate weight of 4.5 k.g./sqm of roll form with acoustic sound impact 17dB. Flotex to be installed over cement based self leveling compound for smooth level.. The carpet should be laid complete including SS edge profile at door openings.( Market Rate) |
| 539 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 540 | 40 mm thick with 20 mm nominal size stone aggregate |
| 541 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). |
| 542 | Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used. |
| 543 | 600 mm dia piles (DAR2018-20.2a.1)Based on UPPWD SOR/2020 |
| 544 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. |
| 545 | Single pile above 50 tonne and upto 100 tonne Safe capacity (DAR2018-20.6.2)Based on UPPWD SOR/2020 |
| 546 | Initial test (Test Load 2.5 times the Safe capacity)(DAR2018-20.6.2.1)Based on UPPWD SOR/2020 |
| 547 | Routine test (Test Load 1.5 times the Safe capacity) (DAR2018-20.6.2.2)Based on UPPWD SOR/2020 |
| 548 | Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911 (part IV) by Kentledge method including preparation of pile head etc for. |
| 549 | Single pile (DAR2018-20.7.1)Based on UPPWD SOR/2020 |
| 550 | Above 50 tonne and upto 100 tonne Safe capacity pile (DAR2018-20.7.2) |
| 551 | Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile : |
| 552 | Upto 50 tonne capacity pile (DAR2018-20.8.1)Based on UPPWD SOR/2020 |
| 553 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge.Note :- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project(DAR2018-20.9)Based on UPPWD SOR/2020 |
| 554 | Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for expansion joints. |
| 555 | 300 mm wide |
| 556 | Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it"s components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall confirm to ASTM 6063). |
| 557 | Floor Joint of 200 mm gap |
| 558 | Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). |
| 559 | Wall Joint of 200 mm gap |
| 560 | Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) |
| 561 | Roof Joint of 200 mm gap |
| 562 | Sanitary and Water Supply |
| 563 | 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. |
| 564 | 15 mm nominal outer dia pipes (DAR/18.8.1/Based on UPPWD/SOR-2020)) |
| 565 | 25 mm nominal outer dia pipes (DAR/18.8.3/Based on UPPWD/SOR-2020)) |
| 566 | 32 mm nominal outer dia pipes (DAR/18.8.4/Based on UPPWD/SOR-2020)) |
| 567 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work |
| 568 | 32 mm nominal outer dia pipes (DAR/18.9.4/Based on UPPWD/SOR-2020)) |
| 569 | 62.5 mm nominal outer dia pipes (DAR/18.9.7/Based on UPPWD/SOR-2020)) |
| 570 | 100 mm nominal outer dia pipes (DAR/18.9.9/Based on UPPWD/SOR-2020)) |
| 571 | 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. 110mm diameter (DAR/12.41.2/Based on UPPWD/SOR-2020)) |
| 572 | 110mm diameter (DAR/12.41.2/A.R./ Based on UPPWD/SOR-2020) |
| 573 | Providing and fixing brass bib cock of approved quality: 15 mm nominal bore (DAR/18.15.1/Based on UPPWD/SOR-2020)) |
| 574 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 25 mm nominal bore (DAR/18.17.1/Based on UPPWD/SOR-2020) |
| 575 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid. (DAR/17.3.1/Based on UPPWD/SOR-2020)) |
| 576 | Providing, Fixing,testing and commissioning of Health faucet with regulator with flexible pipe 1.0 m long, wall hooked complete as required with flow rate of 3.5 LPM. |
| 577 | Providing and Fixingttoilet paper holder C.P. brass screw complete as required. DAR 2018/17.3.4.2 |
| 578 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern. (DAR/17.5.2/Based on UPPWD/SOR-2020) |
| 579 | 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:White vitreous China wash basin size 630x450 mm with a pair of 15mm C.P. brass pillar taps. (DAR/17.7.1/Based on UPPWD/SOR-2020)) |
| 580 | Supply and fixing of 15mm dia angle stop valve of PTMP any colour high pressure screwed for iron pipe ( Minium weight 15 mm - 90 gms ) |
| 581 | Supply and fixing of liquid soap container of PTMT fixed with and including chromium plated brass screws and wooden / plastic cleats ( minium weight 105 gms) |
| 582 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With bricks of class designation-150 (DAR/18.33.1//Based on UPPWD/SOR-2020)) |
| 583 | 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. (DAR/17.31/Based on UPPWD/SOR-2020)) |
| 584 | Providing and fixing nahani trap icluding all complete. |
| 585 | 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 : |
| 586 | Kitchen sink without drain board |
| 587 | 470x420 mm bowl depth 178 mm (DAR/17.10.2.3/Based on UPPWD/SOR-2020)) |
| 588 | Providing, fixing, joints and testing in position the following UPVC Pipe confirming to IS:4985 of 10kg/sqcm quickfit type for garden irrigation system cut to required length pipe to be laid below level in trenches up to required depth, including excavation in all kind of soil (hard rock) dewatering, refilling, watering, ramming and removing the surplus excavated material and putting 100 m sand all-around and making good the same. |
| 589 | 160 mm dia. YEIDA App Rate |
| 590 | Providing and fixing Heavy Class SS gratingof approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and FT, UT & FD. |
| 591 | Size 150 mm X 150 mm |
| 592 | Providing & Fixing of CP Heavy Duty Bottle Trap 32mm. (Complete complying with relavent standard specification and as directed by the Competent authority.) For Wash basin&Urinal |
| 593 | Providing and fixing on wall face unplasticised Rigid PVCwater supply only conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion / Kishan Supreme or equivelent P/F PVC rain water pipe Single socketed pipes.110 mm Dia |
| 594 | Providing and fixing on wall face unplasticised Rigid PVCwater supply only conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion / Kishan Supreme or equivelent P/F PVC rain water pipe Single socketed pipes.110 mm Dia |
| 595 | Internal Electrification |
| 596 | Wiring point for light with 1.5 sq.mm.FRLSHPVCinsulated multistrand single core copper conductor cable inPVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cableas earthwire drawn inside the conduit concealed in the wall and partly concealed laid in slab complete with 14 SWG copper earth continuity wire,GP Box ,piano type switch & ceiling rose/ angle/batten holder on 3 mm thickphenolic laminated backelite sheet etc., complete in all respect, as directed including matching colour wash. PS-138(C) |
| 597 | Wiring point for two way with 1.5 sq.mm.FRLSHPVCinsulated multistrand single core copper conductor cable inPVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cableas earthwire drawn inside the conduit concealed in the wall and partly concealed laid in slab complete with 14 SWG copper earth continuity wire,GP Box ,piano type switch & ceiling rose/ angle/batten holder on 3 mm thickphenolic laminated backelite sheet etc., complete in all respect, as directed including matching colour wash. PS-139(C) |
| 598 | Wiring point for fan/ fresh air fan with 1.5 sq.mm.FRLSHPVCinsulated multistrand single core copper conductor cable inPVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cableas earthwire drawn inside the conduit concealed in the wall and partly concealed laid in slab complete with 14 SWG copper earth continuity wire,GP Box ,piano type switch & ceiling rose/ angle/batten holder on 3 mm thickphenolic laminated backelite sheet etc., complete in all respect, as directed including matching colour wash. PS-140(C) |
| 599 | Wiring point for Plug point with 1.5 sq.mm.FRLSHPVCinsulated multistrand single core copper conductor cable inPVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cableas earthwire drawn inside the conduit concealed in the wall and partly concealed laid in slab complete with 14 SWG copper earth continuity wire,GP Box ,piano type switch & ceiling rose/ angle/batten holder on 3 mm thickphenolic laminated backelite sheet etc., complete in all respect,PS-141(C) |
| 600 | Wiring point for Call Bell Point with 1.5 sq.mm.FRLSHPVCinsulated multistrand single core copper conductor cable inPVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cableas earthwire drawn inside the conduit concealed in the wall and partly concealed laid in slab complete with 14 SWG copper earth continuity wire,GP Box ,piano type switch & ceiling rose/ angle/batten holder on 3 mm thickphenolic laminated backelite sheet etc., complete in all respect, PS-142(C) |
| 601 | Supply and fixing of power plug with 20A/250 voltflush type modular switch and 5 pin 20A/250V flush type universal socket in concealed M.S. box including supply of all material laour T&P etc. required for proper completion of work PS-1139A. |
| 602 | 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.1.57 |
| 603 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings).PS-1.56 |
| 604 | Addition when modular type switches etc. are used in place of piano type switches etc. in various wiring points. |
| 605 | Add for light / fan points with modular type switch in place of piano type switch.PS-187(A) |
| 606 | Add for 2 way light point with modular switches in place of piano type switches.PS-187(B) |
| 607 | Add for plug point with modular switch & socket in place of piano type switch & socket.PS-187© |
| 608 | Add for HPMV/Exhaust fan point with modular type switch in place of piano type switch.PS-187(D) |
| 609 | Add for Call bell point with modular type bell push in place of piano type bell push.PS-187€ |
| 610 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.PS-1.24 |
| 611 | Telephone socket outlet |
| 612 | TV antenna socket outlet |
| 613 | Bell push |
| 614 | CAT -6 / DATA outlet |
| 615 | Supply and fixing of electronic fan dimmer(Modular) 300/400 watt, ISI marked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer in charge of work.PS-1203(B) |
| 616 | Supply and fixing hexagonal/Round G.P.fan box of approved make made up of 1.0 mm thick ISI Marked G.P.sheet spot welded Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed fitted with 300 mm round zink coted M.S Bar X 12 mm & brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work.PS-1149 |
| 617 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. PS-1.26 |
| 618 | Supply and fixing of G.P. Modular switch box for 1 / 2 Module of approved make made up of 1.0 mm thick ISI Marked G.P.sheet including adjestable Nakka and holes plugged with PVC Nylon Caps . Two or more holes for pipe entry of 25.4 mm on upper and lower sides of the box. Holes should be semi-shuttered type and fitted with heavy brass Earth Piller duly screwed & brand name should be embossed. Box flushed in wall including cutting of brick work, fixing it to the level with cement sand mortar, including matching colour wash with s/o all materials, labour and T&P required for proper completion of work as directed at site by the Engineer in charge. PS-1152(A) |
| 619 | Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required. |
| 620 | 1 or 2 ModulePS-1.28.1 |
| 621 | Supply and wiring of submain withFRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in Heavy gauge PVC conduit partly laid in slab alongwithwith reinforcement before concreting and partly concealed in wall withFRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawin in conduit, complete in all respects. |
| 622 | Supply and wiring of submain with two number 2.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit with 1 number 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor as earth continuity wire. complete in all respect.PS-1304(C) |
| 623 | 2 X 4 sq. mm + 1 X 2.5 sq. mm earth wire in 20 mm dia heavy duty (2mm thick) PVC conduit PS221© |
| 624 | 2 X 6 sq. mm + 1 X 4 sq. mm earth wire in 25 mm dia heavy duty (2mm thick) PVC conduitPS-222© |
| 625 | 2 X 10 sq. mm + 1 X 6 sq. mm earth wire in 25 mm dia heavy duty (2mm thick) PVC conduit PS223© |
| 626 | 2 X 16 sq. mm + 1 X 10 sq. mm earth wire in 32 mm dia heavy duty (2mm thick) PVC conduit PS-224 |
| 627 | 2 X 25 sq. mm + 1 X 16 sq. mm earth wire in 32 mm dia heavy duty (2mm thick) PVC conduit-PS-225( c) |
| 628 | 4 X 6 sq. mm + 2 X 4 sq. mm earth wire in 32 mm dia heavy duty (2mm thick) PVC conduitPS-277 |
| 629 | 4 X 10 sq. mm + 2 X 6 sq. mm earth wire in 32 mm dia heavy duty (2mm thick) PVC conduit PS-278© |
| 630 | 4 X 16 sq. mm + 2 X 10 sq. mm earth wire in 40 mm dia heavy duty (2mm thick) PVC conduit PS-279 |
| 631 | 4 X 25 sq. mm + 2 X 16 sq. mm earth wire in 50 mm dia heavy duty (2mm thick) PVC conduit.PS280 |
| 632 | Supply and fixing and concealing of 20 mm dia. 2mm thick PVC conduit pipe with ISI mark embossed and with PVC accessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin / adhesive to make the complete piping rigid, plastering with cement sand mortar finished to the level with matching colour wash including cost of all material labour and T&P etc required for proper completion of the work as per directions and to the satisfaction ofEngineer in charge. PS-148(A) |
| 633 | Supply and fixing and concealing of 25 mm dia 2 mm thick PVC conduit Pipe with ISI mark embossed and with PVC accessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin / adhesive to make the complete piping rigid, plastering with cement sand mortar finished to the level with matching colour wash including cost of all material labour and T&P etc required for proper completion of the work as per directions and to the satisfaction ofEngineer in charge.PS-149(A) |
| 634 | S&F surface/flush mounting 8ways SPN distribution board with additional metal door without MCB complete in all respect, as directed by Engineer in charge.PS-1024(A) |
| 635 | S & F surface/Flush mounting 12ways SPN distribution board without additional metal door without MCB complete in all respect, as direct by Engineer in Charge.PS-1025 |
| 636 | S& F surface/Flush mounting 4ways TPN distribution board with additional metal door without MCB complete in all respect,as directed at site by Engineer in charge.PS-1026(A) |
| 637 | CAT A |
| 638 | S & F surface/Flush mounting 4ways V TPN distribution board with additional metal door without MCB complete in all respect,as directed at site by Engineer in charge. |
| 639 | CAT A PS-1026© |
| 640 | S & F surface/Flush mounting 6ways TPN distribution board with additional metal door without MCB complete in all respect, as directed at site by Engineer in charge.PS - 1027 C |
| 641 | CAT A |
| 642 | S&F of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve |
| 643 | CAT APS-1002 |
| 644 | S&F of 40 Amp. DP MCB (10 KA) C Curve |
| 645 | CAT A PS-1010 |
| 646 | S&F of 63 Amp. DP MCB (10 KA) |
| 647 | CAT APS-1011 |
| 648 | S&F of 6 Amp. to 32 Amp. 4 pole MCB (10 KA) C Curve |
| 649 | CAT APS-1019 |
| 650 | S&F of 40 Amp. 4 pole MCB (10 KA) |
| 651 | CAT APS-1020 |
| 652 | S&F of 63 Amp. 4 pole MCB(10 KA) C Curve |
| 653 | CAT APS-1020( A) |
| 654 | S&F single pole MCB blanking plate PS-1034(B) |
| 655 | S&F of 125 Amp 4 pole MCCB (25 KA) Thermal Magnetic release |
| 656 | CAT A PS-1021(D) |
| 657 | Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 658 | 40 Amps (DP) PS-2.14.2 |
| 659 | 63 Amps (DP) PS-2.14.3 |
| 660 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 661 | 40 Amps (FP) PS-2.15.2 |
| 662 | 63 Amps (FP) PS-2.15.3 |
| 663 | Supplying and fixing 20 amps, 415 volts, TPN industrial type, socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 30 amps "C" curve, TP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required.PS-2.19 |
| 664 | Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel at least 2 mm thick, vitreous enameled white on both sides, and with inscription in single red colour on front side as required. PS-2.21 |
| 665 | mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. |
| 666 | CAT-AAAPS-1401 |
| 667 | Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. |
| 668 | CAT-AAA PS-1403 |
| 669 | Supply and fixing of recess/surface mounting round 24 Watt to 32 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set completed in all respects. |
| 670 | CAT-AAAPS-1404 |
| 671 | Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. |
| 672 | CAT-AAA PS-1406 |
| 673 | Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. |
| 674 | CAT-AAA PS-1413 |
| 675 | Supply and fixing of water tight oblong 10 Watt LED bulkhead luminaire with driver set confirming to IP 65 and above Protection . complete in all respect. |
| 676 | CAT-AAA PS-1417 |
| 677 | Supply and fixing of Pendent mounting having 1" X 4" Size 36 to 46 Watt seamlessly intergrateds LED luminier with acrylic sheet diffuser and intergral electronic driver complete in all respects. Cat AAA PS-1416 |
| 678 | Supply, Installation, Testing and Commissioningof 10W LED batten 2" long with high end diffuser for uniform distribution of light complete with inbuilt electronic driver & installation accessories etc as required for making system functional.(Mirror light) |
| 679 | Supply and fixing of single unit LED aviation obstruction light complete with transformer and LED spiral etc complete in all respect. (CAT - AAA) PS-409 |
| 680 | Supply of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FR PVC insulated copper conductor etc as required. |
| 681 | Erection and testing of ceiling fan and regulator for room height upto 3.5 metres including supply of 3mm thick G.I.Pipe19mm dia. Duly painted, complete in all respect. PS-1116 |
| 682 | Erection and testing of exhaust fan on the existing hole with suitable size of rag bolts, nuts and washers etc., complete in all respect. PS-1120 |
| 683 | Making hole in the wall for exhaust fan and finishing properly complete in all respect. PS-1121 |
| 684 | Supply of 300 mm, 230 v A.C. exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. |
| 685 | Supply and installation of Strip Light eq. to Philips cat No. 31308 LED Strip 5m Cool/Warm White including driver and all accessories as required.Fixture to be suitable for outdoor as well. |
| 686 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. |
| 687 | 150 mm width X 50 mm depth X 1.6 mm thickness PS-4.6.2 |
| 688 | 300 mm width X 50 mm depth X 1.6 mm thickness PS-4.6.4 |
| 689 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "bends" (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. |
| 690 | 150 mm width X 50 mm depth X 1.6 mm thickness PS-4.7.2 |
| 691 | 300 mm width X 50 mm depth X 1.6 mm thickness PS-4.7.4 |
| 692 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Tee" (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. |
| 693 | 150 mm width X 50 mm depth X 1.6 mm thickness PS-4.8.2 |
| 694 | 300 mm width X 50 mm depth X 1.6 mm thickness PS-4.8.4 |
| 695 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Cross member"(galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc as required. |
| 696 | 150 mm width X 50 mm depth X 1.6 mm thickness PS-4.9.2 |
| 697 | 300 mm width X 50 mm depth X 1.6 mm thickness PS-4.9.4 |
| 698 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Reducer" (galvanisation not less than 50 microns) with perforation not more than17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc as required. |
| 699 | 300 mm width X 50 mm depth X 1.6 mm thickness PS-4.10.4 |
| 700 | Supply & Fixing of factory fabricated pre-galvanized G.I. sheet steel raceway in 1.6mm thickness for bottom & sides and 2/3mm thick top Cover as called for including necessary civil work such as chase cutting in screed, fixing/ jamming the raceway, aligning & levelling and finishing with sand cement plaster etc. complete as required. |
| 701 | 150mm x 40mm (2mm top Cover) |
| 702 | Supply & Fixing of openable top Cover floor Junction Boxes made from 2mm thick pre-galvanised GI sheets for bottom & sides & 3mm thick GI top Cover complete with rubber gasketing beneath the top Cover. The Junction Boxes shall be suitable to accommodate GI floor raceways as specified above, necessary civil work as described in earlier item to be included here too. |
| 703 | 150 x 150 x 40 mm |
| 704 | Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing.PS-701 |
| 705 | 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. PS-703 |
| 706 | 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 metre long etc. with charcoal/ coke and salt as required. PS-705 |
| 707 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. PS-717 |
| 708 | Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. PS-718 |
| 709 | Design, Fabrication, Supply, Installation, Testing & Commissioning of 1000Kgs @1.0 mps .10 mtr rise in Simplex Control; SS Hairline Grade-304 Car with 2-Panel, Horizontal sliding, Automatic Power operated centre opening Glass Doors of 1500mm (Width) X 2100mm (Height), Dual door opening ssystem and Counterweight Safety, as per technical datasheet (Elevator Schedule of requirement) & specification & work shall be carried out as per direction of Engineer In Charge. |
| 710 | Supplying, installation, testing and commissioning of microprocessor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230 ± 5% V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. The panel shall have facility to connect printer to printout log and facility to have seamless integration with analog/digital voice evacuation system (which is part of the schedule of work under SH: PA System) and shall be complete with all accessories . The panel shall be compatible for IBMS system with open protocol BACnet/ Modbus over IP complete as per specifications. |
| 711 | TenLoop Panel. |
| 712 | Supplying, installation, testing & commissioning of intelligent analog addressable photothermal detector complete with mounting base complete as required. |
| 713 | Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required. |
| 714 | Supplying, installation, testing & commisssioning of intelligent addressable programmable sounder complete as required. |
| 715 | Supplying, installation, testing & commissioning of fault isolator complete with base as required. |
| 716 | Supplying, installation, testing & commissioning of intelligent addressable thermal detector with rate of rise cum fixed tempreature thermistor complete with base as required. |
| 717 | Supplying, installation, testing & commissioning of addressable fire control module complete as required. |
| 718 | Supplying, installation, testing & commissioning of addressable phone control module complete as required. |
| 719 | Supplying, installation, testing & commissioning of addressable manual call point complete as required. |
| 720 | Supplying, installation, testing & commissioning of fire fighter telephone handset complete as required. |
| 721 | Supplying, installation, testing & commissioning of intelligent interface unit BACnet/ Modbus protocol i.e. supplying communication links between building management system and fire alarm control panel complete as required. |
| 722 | Supplying, installation, testing & commissioning of fire fighter phone jack complete as required. |
| 723 | Supplying, installation, testing & commissioning of 6 zone, voice alarm controller with USB, MP3 player (including 6 zone button paging station) with seamless integration facility with main fire alarm panel for voice evacuation complete as required. |
| 724 | Supplying, installation, testing & commissioning of 1.5/3/6W ceiling speaker complete as required. |
| 725 | Supplying, installation, testing & commissioning of ceiling/wall mounted loud speaker, 3/1.5 Watt in ABS enclosure complete as required. |
| 726 | Supplying, installation, testing & commissioning of digital audio amplifier 75 Watt, 25V rms operating at 240 Volt AC Supply complete as required. |
| 727 | Supplying, installation, testing & commissioning of exit point directional sound speaker with voice and integral audio amplifier with selectable sound pulse patterns complete as required. |
| 728 | Supplying, installation, testing & commissioning of Voice command keypad 6 zone, with microphone assembly complete as required. |
| 729 | Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required. |
| 730 | speaker cable Two pair, 2-core, 1.5 sqmm |
| 731 | speaker cable Four pair, 2-core, 1.5 sqmm |
| 732 | Internal Fire Fighting and Fire Alarm System |
| 733 | Providing and fixingblack steel pipes to IS:1239 (Heavy class) including all necessay groovedfittings like anchor fasteners, brick masonry supports, couplings, bends, elbows, tees and flanges etc. screwed joints as required, cutting holes and chases in brick or RCC walls and making good complete. |
| 734 | 25 mm dia |
| 735 | 80 mm dia |
| 736 | 150 mm dia |
| 737 | Providing and fixingfirst aid fire hose reel wall mounting swinging type fitted with 36.5 M x 20 mm dia high pressure RUBBER hose to IS: with 5 mm outlet gunmetal nozzle with shut off valve (IS:884-1969). |
| 738 | Providing and fixing63 mm dia 15 M long rubberized fabric lined hose including gunmetal male and female instantaneous type coupling approved by fire authority, machine wound with G.I. wire complete in all respects hose to IS:636 type II and coupling to IS:903-1975 with ISI certification. |
| 739 | Providing and fixing standard short size gunmetal branch pipe with gunmetal nozzle 16 mm NB outlet with standard instantaneous type 63 mm dia coupling. |
| 740 | Providing and fixing standard fire man"s axe with heavy duty insulated rubber handle. |
| 741 | Providing & fixing single acting air valve of 25 mm dia as per IS:14845 including 25 mm dia Ball valve and all fitting etc. as per the requirement. |
| 742 | Providing and fixing gunmetal fire hydrant valve 80 mm inlet, single outlet with control (IS:5290) and fitted with 63 mm dia instantaneous female coupling complete with blank cap and chain (IS:901). |
| 743 | Providing and fixing fire hose cabinet fabricated from 16 gauge M.S. Sheet with single or double glazed front door (with 4 mm thick glass) and locking arrangement, painted fire red with stove enamelled paint "FIRE HOSE" written on front including necessary supports approximate size. |
| 744 | a) 2100x1200x700 mm deep.(IFH) |
| 745 | Providing and fixing lever operated butterfly valve (PN – 16) conforming toGrooved valveUL/FM including necessary companion flanges, bolts and nuts complete. |
| 746 | a) 150 mm dia |
| 747 | Providing and fixing DuctileIron Grooved non-return valves including nuts, bolts complete.(PN 16). |
| 748 | a) 150 mm dia |
| 749 | Providing and fixing dial type pressure gauge with isolation cock and pipe at hydrant station. |
| 750 | a) Dia diameter 100 mm calibration 0-8 Kg. |
| 751 | Supply,Installations, Testing & Commissioning ofElectricalMotor Driven Automatic pressurisation (Jockey) pumping set consisting of the following as per specifications. Horizontally /Vertical mounted centrifugal type multi-stage multioutlet fire pumpfor building pressure loss due to any leakage in the system and capable to deliver approx 180 LPM against a total head of 185 M confirming to IS:1520.,having cast iron body, bronze impeller, stainless steel shaft and complete with Pressure Gauge with G.M. stop valve etc. on the delivery side including bypass arrangement (with 25 mm dia. G.M. Stop Valveandupto 5 M.G.I. medium pipe) for periodical testing of the working of the pumping set. |
| 752 | Squirrel cage induction motor totally enclosed fan cooled type suitable for 415 Volts ± 15% 3 phase. 50 hzA.C. supplyofsuitable for the above pumpwith synchronous speed of 1500/3000RPM confirming to IS: 325 & duly coupledwith abovepumpcoupled with flexible coupling including earthling as per relevant Indian Standard and specifications. |
| 753 | Supply,Installations, Testing & Commissioning of :Providing and installing horizontal/vertical monobloc centrifugal pumping set with mechanical seal, C.I. volute and bronze impeller connected to a TEFC induction motor suitable for 400/44 volts, 3 phase, 50 cycles A.C. supply with 150 mm dia pressure gauge with gunmetal isolation cock, vibration eliminating pads for fire pump at terrace level including motor control panel at terrace level and remote push button for OFF/ON operation in Fire Control Room. (Fire pump on terrace) |
| 754 | Capacity 900 lpm |
| 755 | Head50 m |
| 756 | HP 30 |
| 757 | Providing and fixing CO2 type fire extinguishers with steel cylinder with a discharge valve andconforming to IS:15683. Extinguishers shall be painted with rex enamel paint and fixed to wallwith brackets capacity 4.5 Kg. |
| 758 | Providing and fixing water CO2 gas fire extinguishers with steel cylinder with a discharge valve andconforming to IS:15683. Extinguishers shall be painted with rex enamel paint and fixed to wallwith brackets capacity9 litre. |
| 759 | Providing and fixing ABC powder type fire extinguisher suitable for inverted operation and fabricated from 1.6 mm M.S. sheet internally protected with anticorrosive treatment and hydraulically tested to a pressure of 25 Kg/Sqcm.Extinguishers externally painted with red enameland fixed towallwith brackets complete with internal charge and spanner (Conforming to IS:15683 capaicity 5 Kg.). |
| 760 | Supply, installation, testing and commissioning of MS Pipe class "C" (heavy duty) conforming to IS:1239 including all necessary grooved fitiings accessories such as screwed joints, flanges, tees, reducers, structural steel supports and clamps etc. including lift to all heights, jointing, painting and inserted rubber gaskets, nuts, bolts etc. as required. Pipes shall be painted with two coats of primer & two coats of post office red synthetic enamel paint over two coats of red oxide zinc chromate primer. Prior to application of primer surface to be cleaned including painting of legends both direction arrow as per approval of Project Manager and shall be fixed in ceiling, walls, columns for all heights with hangers/supports and fasteners all as per drawing including chasing of walls/columns /ceiling etc. and making good the same as required. G.I. pipe/PVC sleeve of suitable higher size shall be provided whenever the pipes are crossing the walls/floors and sealing the sleeves with glass wool in between & fire sealant compound at either end all as per Project Manager/Consultant requirement. |
| 761 | 25 mm dia |
| 762 | 32 mm dia |
| 763 | 40 mm dia |
| 764 | 50 mm dia |
| 765 | 65 mm dia |
| 766 | 80 mm dia |
| 767 | 100 mm dia |
| 768 | 150 mm dia |
| 769 | Notes :Pipes upto 50 mm dia shall be threaded joints, above 50 mm shall be groovedjoint/coupling fittings For Pipe up to 50 mm dia standard threaded forged steel fitting and Pipe above 50 mm dia standard grooved fittings joint shall be used.Steel Structural Supports are included in this item.G.I. pipe sleeve of suitable higher size shall be provided wherever the pipe are crossing the wall/floors and sealing the sleeves with glass wool in between and fire sealant compound at either end all as per Project Manager"s requirement. |
| 770 | Providing & fixing brass quartzoid sprinklers (approved)of 15 mm dia size, suitable for sustaining the pressure on the seat & water hammer effect. The type & temperature rating shall be as follows : |
| 771 | Pendent / Upright ( 68 deg.C) sprinkler quick response |
| 772 | Providing and fixing of UL listed electrically operated flow indicating switch (vane type) of following diameter with threaded connection with flexible full bore paddle & NO/NC contact terminals as specified complete with all accessories and necessary wiring. |
| 773 | Providing and fixing 25 mm diainspecting &testing assemblywith gunmetal valve, gunmetal sight glass(if required),bypassvalve & connectedto drain line. |
| 774 | Providing, fixing, jointing and testing of Sprinkler system as per the furniture drawing complete with required 25mm heavy quality (Class C) M.S. pipe ,drop down using 1000mm SS Flexible pipe with GI fittings i.e. tees, bends, elbows, unions, reducers etc., making connection with existing pipe work, with supports including painting with two coats of enamel paint of fire red shade over a coat of prime (Internal work) |
| 775 | Providing & fixing single acting air valve of 25 mm dia as per IS:14845 including 25 mm dia Ball valve and all fitting etc. as per the requirement. |
| 776 | Site Development |
| 777 | Clearing grass and removal of the rubbish up to a distance of 50 m Outside the periphery of the area cleared. |
| 778 | DSR-18/2.32/Based on UPPWD/SOR/2020 |
| 779 | Earth work in rough excavation, banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per( MOST / A.R. / YEIDA )For all kind of soil. |
| 780 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 781 | DSR-18/1 6.2 /Based on UPPWD/SOR/2020 |
| 782 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacitydressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. |
| 783 | Supplying and stacking at site. |
| 784 | 90 mm to 45 mm size stone aggregateDSR-16/1 6.3. 1/Based on UPPWD/SOR/2020 |
| 785 | 63 mm to 45 mm size stone aggregateDSR-16/1 6.3.2/Based on UPPWD/SOR/2020 |
| 786 | 53 mm to 22.4 mm size stone aggregateDSR-16/1 6.3.3/Based on UPPWD/SOR/2020 |
| 787 | Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road! vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening! binding material to fill up interstices of coarse aggregate watering and compacting to the required density. |
| 788 | DSR-16/16.4/Based on UPPWD/SOR/2020 |
| 789 | Supplying and stacking of Moorum at site. |
| 790 | 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, complete as per clause 401of MORTH (AR) |
| 791 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. |
| 792 | With F.P.S. bricks of class designation 150 |
| 793 | Bitumen tack coat over painted surface including cost of bitumen emulsion including maintenance of sides patries and watering them during opration including supply of labourmachine, fuel, t & p required for proper completion of work as per most specification no. 502 and as per direction of engineer incharge with 2.5 kg of bitumen for 10 sqm. |
| 794 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. |
| 795 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects |
| 796 | Providing and applying 2.5mm 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. |
| 797 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement 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). |
| 798 | Cement concrete with 4cm gauge approved stone ballast, Coarse sand & Cement in the proportion ofin 8:4:1 (8 graded stone aggregate 40 mm nominal size : 4 Coarse sand :1 Cement ) including supply of all materials, Labour, Tools & Plants etc. reqired for proper completion of the work. |
| 799 | 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). |
| 800 | Dark shade pigment using ordinary cement based on uppwd sor 2020/DAR-11.20.3/Based on UPPWD/SOR/2020 |
| 801 | Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.DSR-18/16.68/Based on UPPWD/SOR/2020 |
| 802 | Providing and carting of following dia rcc hume pipe s&s NP-3 class &specials in site of work lowering the same into trenches in depth up to alignment jointing with 1;2 cement morter in coarse sand including excavation of earth below invert level of pipe. |
| 803 | a)250 mm dia |
| 804 | Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.l. surface box 350x350 mm. top and 165 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design: |
| 805 | Cement concrete with 4cm gauge approved stone ballast, Coarse sand & Cement in the proportion ofin 8:4:1 (8 graded stone aggregate 40 mm nominal size : 4 Coarse sand :1 Cement ) including supply of all materials, Labour, Tools & Plants etc. reqired for proper completion of the work. |
| 806 | Centring and shuttering including strutting, propping etc. and removal of form for : |
| 807 | Centering &shuttering includingstrutting, proppingetc.- fondations,footings, bases of columns, etc, for mass concrete.ltem Code: 5.9.1/Based on UPPWD/SOR-2020 |
| 808 | Centering & shuttering including strutting, propping etc.— Wall including attached pilasters, butteres butteresses, plinth and string courses etc.ltem Code: 5.9.2/Based on UPPWD/SOR-2020 |
| 809 | Item Code : SOR Based on DAR-18/5.9.16.2 Centering&shutteringincludingstrutting,proppingetc.-Suspended floors, roofs, landings, balconies and access platform |
| 810 | Item Code : SOR Based on DAR-18/5.33.1 Providing and laying in position machine batched and machine mixeddesignmixM-25gradecementconcreteforreinforced cementconcretework, usingcement contentas perapproved design mix, includingpumpingof concreteto site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixture in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strengthanddurability asper direction of Engineer-in-charge. (Note- Cement content considered in this item is @330 kg/cum,Excess/lesscement used as per design mix is payable/ recoverableseparately).All works upto plinth level |
| 811 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth and above plinth level. |
| 812 | Boundary Wall |
| 813 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 Sq.M on plan) including dressing of sides and ramming ob bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, withen a lead of 50m. |
| 814 | Cement Concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & plants etc reguired for proper complection of the work |
| 815 | UPPWD SOR /281/P-17 |
| 816 | Centringand shutteringincluding strutting, propping etc. andremoval of form for : |
| 817 | Foundations,footings, basesof columns etc.for mass concrete. |
| 818 | Based on uppwd sor |
| 819 | Lintels,beams,plinth beams,girders, bressumer sand cantilevers. |
| 820 | Based on uppwd sor |
| 821 | Columns,Pillars, Piers, Abutments, Posts and StrutsUnderPlinth lvl. |
| 822 | Based on uppwd sor |
| 823 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : Based on uppwd sor |
| 824 | 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 825 | Reinforced cement concrete work in walls (any thickness), including attached piLasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement: |
| 826 | All works above plinth level upto floor V level with M25Based on uppwd sor |
| 827 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete uoto plinth level. |
| 828 | Thermo Mechanically Treated bars. |
| 829 | M-150 brick work in 1:4 cement & Coarse sandmortar in foundationand plinth including supply of all materials labour complection of the work UPPWD SOR 303 |
| 830 | Same as item no 305 but in 1:4 one cement & four coarse sandmortar UPPWD SOR 2020/305a |
| 831 | M-150 brick work in 1:6 cement & fine sand 1.25F.M mortar in foundationand plinth including supply of all materials labour complection of the work UPPWD SOR 303 |
| 832 | Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M mortar UPPWD SOR 2020/305a |
| 833 | 12mm cement plaster of mix |
| 834 | 1:6 (1 cement : 6 coarse sand) Based on uppwd sor |
| 835 | 15mm cement plaster of mix 1:6 (1 cement : 6 coarse sand) |
| 836 | Based on uppwd sor |
| 837 | Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied 3.84 kg/b sqm). Based on UPPWD SOR DSR-2018/13.44.1 |
| 838 | Based on uppwd sor |
| 839 | 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. |
| 840 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 841 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 842 | Under Ground Water Storage Tank |
| 843 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil(DAR/2.6.1/Based on UPPWD/SOR-2020) |
| 844 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.(DAR/2.25a/Based on UPPWD/SOR-2020) |
| 845 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 846 | All kinds of soil ( 1.50 to 3.00m)(DAR/2.26.1/Based on UPPWD/SOR-2020) |
| 847 | All kinds of soil ( 3.00 to 4.50m)(DAR/2.26.1/Based on UPPWD/SOR-2020) |
| 848 | All kinds of soil ( 4.50 to 6.00m)(DAR/2.26.1/Based on UPPWD/SOR-2020) |
| 849 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.All work up to plinth level |
| 850 | 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) |
| 851 | Centering and shuttering including strutting, propping etc. and removal of form for all heights |
| 852 | Foundations, footings, bases of columns, etc. for mass concrete(DAR/5.9.1/Based on UPPWD/SOR-2020) |
| 853 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.(DAR/5.9.2/Based on UPPWD/SOR-2020) |
| 854 | Suspended floors, roofs, landings, balconies and access platform(DAR/5.9.3/Based on UPPWD/SOR-2020) |
| 855 | Lintels, beams, plinth beams, girders, bressumers and cantilevers(DAR/5.9.5/Based on UPPWD/SOR-2020) |
| 856 | Columns, Pillars, Piers, Abutments, Posts and Struts(DAR/5.9.6/Based on UPPWD/SOR-2020) |
| 857 | Stairs, (excluding landings) except spiral-staircases(DAR/5.9.7/Based on UPPWD/SOR-2020) |
| 858 | Edges of slabs and breaks in floors and wallsUnder 20 cm wide(DAR/5.9.16.1/Based on UPPWD/SOR-2020) |
| 859 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)(DAR/5.11.1/Based on UPPWD/SOR/2020) |
| 860 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all Complete upto plinth level & above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D.(DAR/5.22.6/Based on UPPWD/SOR/2020) |
| 861 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). |
| 862 | All works upto plinth level(DAR/5.33.1/Based on UPPWD/SOR/2020) |
| 863 | All works above plinth level upto floor V level(DAR/5.33.2/Based on UPPWD/SOR/2020) |
| 864 | Extra for providing richer mixes at all floor levels.Note:- Excess/less cement over the specified cement content used is payable /recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum)(DAR/5.34.1/Based on UPPWD/SOR/2020) |
| 865 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).(DAR/10.28/Based on UPPWD/SOR/2020) |
| 866 | M-150 brick work in 1:4 cement & Coarse sandmortar in foundationand plinth including supply of all materials labour complection of the work UPPWD SOR 303 |
| 867 | Same as item no 305 but in 1:4 one cement & four coarse sandmortar UPPWD SOR 2020/305a |
| 868 | 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 : |
| 869 | Cement mortar 1:4 (1 cement : 4 coarse sand) SOR-2018 |
| 870 | Providing and laying Ceramic glazed floor tiles of required size (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.(DAR/11.37/Based on UPPWD SOR/2020) |
| 871 | 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(DAR/8.31/Based on UPPWD SOR/2020) |
| 872 | 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) : |
| 873 | 25 mm thick(DAR/11.26.1/Based on UPPWD SOR/2020) |
| 874 | 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.(DAR/11.27/Based on UPPWD SOR/2020) |
| 875 | Extra for pre finished nosing to treads of steps of marble stone.(DAR/11.24/Based on UPPWD SOR/2020) |
| 876 | Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre.(DAR/11.25/Based on UPPWD SOR/2020) |
| 877 | Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating not less than 120gm/ m²) suitable for mounting 120 min Fire Rated Glazed Door Shutters. The frame shall be filled with Mineral wool Insulation having density min 96Kg/m³ . The frame will have a provision of G.I. Anchor fastners 14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing in the opening along with Factory made Template for SS Ball Bearing Hinges of Size 100x89x3mm for fixing of fire rated glazed shutter . The frame shall be finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- charge . (Cost of SS ball bearing hinges is excluded).(DAR/9.161/Based on UPPWD SOR/2020) |
| 878 | Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 minutes fire rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-Charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/sqm) duly filled mineral wool insulation having density minimum 96 kg/cum and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-Charge (panelling to be paid for seperately).(DAR/9.162/Based on UPPWD SOR/2020) |
| 879 | Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/ powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with glass of required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm.(DAR/9.164/Based on UPPWD SOR/2020) |
| 880 | 12 mm cement plaster of mix :1:6 (1 cement: 6 Coarse sand)(DAR/13.4.2/Based on UPPWD/SOR/2020) |
| 881 | Providing and applying 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)(DAR/13.16.1/Based on UPPWD/SOR/2020) |
| 882 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).(DAR/13.11/Based on UPPWD/SOR/2020) |
| 883 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.(DAR/13.26/Based on UPPWD/SOR/2020) |
| 884 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface Water thinnable cement primer :(DAR/13.43.1/Based on UPPWD/SOR/2020) |
| 885 | 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.Two Coats(DAR/13.82.2/Based on UPPWD/SOR-2020) |
| 886 | 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 @ 2.20 kg/10 sqm)(DAR/13.46.1/Based on UPPWD/SOR/2020) |
| 887 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 888 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 889 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge. |
| 890 | (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. |
| 891 | (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 892 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm.(DAR/22.7.1/Based on UPPWD/SOR/2020) |
| 893 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.(DAR/12.22/Based on UPPWD/SOR/2020) |
| 894 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : |
| 895 | (i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. |
| 896 | (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. |
| 897 | (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. |
| 898 | Using rough kota stone.(DAR/22.1.1/Based on UPPWD/SOR/2020) |
| 899 | Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge : |
| 900 | Using rough kota stone.(DAR/22.2.1/Based on UPPWD/SOR/2020) |
| 901 | Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage.(DAR/22.26/Based on UPPWD/SOR/2020) |
| 902 | Guard Room |
| 903 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 904 | All kinds of soil |
| 905 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 906 | Supplying and filling in plinth with local sand under floors, including watering, ramming, consolidating and dressing complete. |
| 907 | Supplying chemical emulsion in sealed containers including delivery as specified. |
| 908 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% |
| 909 | Providing and injectingchemicalemlusions for pre-constructionanti-termite treatement and creating continious chemicalbarrier under andall round thecolumnpits, wall trenches,excavation topsurface of plinthfilling, junction, externalperimeter of buildings, expamsion joins surrounding of pipes and conduit etc. complete as per technical specifications.(plinth area of the building at ground levelshall only be measured for payment) with chlorpyriphos/Lindance E.C. 20% with 1% concentration or equivalent under 10 years guarantee. |
| 910 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.All work up to plinth level |
| 911 | 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) |
| 912 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 913 | Centering and shuttering including strutting, propping etc. and removal of form for all heights |
| 914 | Foundations, footings, bases of columns, etc. for mass concrete |
| 915 | Suspended floors, roofs, landings, balconies and access platform |
| 916 | Cast-in-situ shelves |
| 917 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 918 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 919 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like |
| 920 | Edges of slabs and breaks in floors and walls |
| 921 | Under 20 cm wide |
| 922 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all Complete upto plinth level & above plinth level. |
| 923 | Thermo-Mechanically Treated bars of grade Fe-500D. |
| 924 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). |
| 925 | All works upto plinth level |
| 926 | All works above plinth level upto floor V level |
| 927 | Extra for providing richer mixes at all floor levels. |
| 928 | Note:- Excess/less cement over the specified cement content used is payable /recoverable separately. |
| 929 | Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) |
| 930 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in foundation and plinth in: |
| 931 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 932 | 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 : |
| 933 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 934 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. |
| 935 | Granite Marble of any colour and shade |
| 936 | Area of slab over 0.50 sqm. |
| 937 | 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. |
| 938 | Granite Work |
| 939 | Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. |
| 940 | Providing and fiixng 18 mm thick granite stone 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 slab, including rubbing and polishing complete. |
| 941 | Extra for pre finished nosing to treads of steps of marble stone. |
| 942 | Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre. |
| 943 | 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). |
| 944 | Second class teak wood |
| 945 | 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. |
| 946 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 947 | 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). |
| 948 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : |
| 949 | 2nd class teak wood |
| 950 | 50x12 mm |
| 951 | Providing & Fixing decorative high pressure 1.0 mm thick laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. |
| 952 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 953 | Providing and fixingbright finished brass 100 mmMortice latch and lock with 6 lever and a pair of lever handles of approvrd quality necessary screws etc. complete. DAR/9.76/2018/SOR2020 |
| 954 | Providing and fixing hydraulic concealed door closer in door shutters including cutting chases in the top rail and the door frame for providing pivot and hoisting the body in the shutters with all material, hardware wastages etc. complete. |
| 955 | 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 : |
| 956 | 300x16mm |
| 957 | Providing and fixing aluminium Towerbolts, 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 :250x10mm (DAR 2018-9.97.4)Based on UPPWD SOR/2019 |
| 958 | Providing and fixing aluminium Towerbolts, 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 :150x10mm (DAR 2018-9.97.4)Based on UPPWD SOR/2020 |
| 959 | 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 : |
| 960 | 125 mm (DAR 2018-9.100.1)Based on UPPWD SOR/2020 |
| 961 | Providing and fixing factory made uPVC white colour casement /casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. |
| 962 | Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. |
| 963 | Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window above 0.75 sqmupto 1.50 sqm). |
| 964 | 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): |
| 965 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) |
| 966 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. |
| 967 | Upto 5mm depth and 5 mm width |
| 968 | 12 mm cement plaster of mix : |
| 969 | 1:6 (1 cement: 6 Coarse sand) |
| 970 | Providing and applying 6 mm cement plaster of mix : |
| 971 | 1:3 (1 cement : 3 fine sand) |
| 972 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 973 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 974 | Water thinnable cement primer |
| 975 | 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. |
| 976 | Two Coats |
| 977 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 978 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 979 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge. |
| 980 | (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. |
| 981 | (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 982 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 983 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 984 | 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) : |
| 985 | 25 mm thick |
| 986 | 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. |
| 987 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). |
| 988 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 989 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 990 | Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity <0.043 w/ mK. |
| 991 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : |
| 992 | New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 993 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). |
| 994 | Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used. |
| 995 | 600 mm dia piles |
| 996 | Landscaping |
| 997 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). DAR /2018/2.1 |
| 998 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).DAR /2018/2.2 |
| 999 | Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment).DAR /2018/2.3 |
| 1000 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) :DAR /2018/2.4 |
| 1001 | Screened through sieve of I.S. designation 20 mm DAR /2018/2.4.1 |
| 1002 | Screened through sieve of I.S. designation 16 mm DAR /2018/2.4.2 |
| 1003 | Screened through sieve of I.S. designation 4.75 mm DAR /2018/2.4.3 |
| 1004 | Fine dressing of the ground.DAR /2018/2.7 |
| 1005 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). DAR /2018/2.8 |
| 1006 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. DAR /2018/2.9 |
| 1007 | Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately). DAR /2018/2.10 |
| 1008 | In rows 5 cm apart in both directions DAR /2018/2.10.1 |
| 1009 | With grass TurfDAR /2018/2.10.2 |
| 1010 | Supplying & Stacking of Selection No.1 doob grass turf at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. DAR /2018/2.35 |
| 1011 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :DAR /2018/2.14 |
| 1012 | Holes 1.2 m dia and 1.2 m deep DAR /2018/2.14.1 |
| 1013 | Holes 45 cm dia, and 45 cm deep. DAR /2018/2.14.2 |
| 1014 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water). DAR /2018/2.57 |
| 1015 | Trees PlantDAR /2018/2.57.1 |
| 1016 | Shrubs Plant DAR /2018/2.57.2 |
| 1017 | Supply and stacking of Plumeria rubra plant of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.DAR /2018/7.72 |
| 1018 | Supply and stacking of Chukrassia tabularis plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. DAR /2018/7.22 |
| 1019 | Supply and stacking of Schleichera trijuga (Kusum) plant of height 150- 165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. DAR /2018/7.81 |
| 1020 | Supply and stacking of Chorisia speciosa plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. DAR /2018/7.21 |
| 1021 | Supply and stacking of Alstonia scholaris plant of height 150-165 cm. in bag of size 25 cm as per direction of the officer-in-charge. DAR /2018/7.4 |
| 1022 | Supply and stacking of Mimusops elengi (Maulsri) plant of height 180-195 cm., well developed with thick stem in big in big size HDPE bag as per direction of the officer-in-charge. DAR /2018/7.59 |
| 1023 | Supply and stacking of Cassia fistula (Amaltash) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. DAR /2018/7.16 |
| 1024 | Supply and stacking of Delonix regia (Gulmohar) plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. DAR /2018/7.24 |
| 1025 | Supply and stacking of Saraca indica (Sita Ashok)plant of height 105-120 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.DAR /2018/7.8 |
| 1026 | Supply and stacking of Erythrina indica plant of height 150-165 cm. in big polybag of size 25 cm as per direction of the officer-in-charge. DAR /2018/7.25 |
| 1027 | Supply and stacking of Jacaranda mimosifolia plant of height 150-165 cm. in big poly bags of size 25cm as per direction of the officer-in-charge. DAR /2018/7.48 |
| 1028 | Providing and displaying of Areca Palm having ht. 90 cm to 1.20 m with4 to 5 suckers, well developed, fresh and healthy with lush green foliagein 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. DAR /2018/3.18 |
| 1029 | Providing and Displaying of Duranta Golden plant, having ht.15 to 20 cm bushty shape plant with fresh and healthy leaves in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. |
| 1030 | Supply and stacking of plant Nerium oleander (kaner) of height 45-60 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge. DAR /2018/8.49 |
| 1031 | Supply and stacking of plant Tabernaemontana coronaria (Chandni single) of height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge. DAR /2018/8.58 |
| 1032 | Supply and stacking of plant Tecoma gaudichaudi of height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge.DAR /2018/8.67 |
| 1033 | Providing and displaying of Dracaena Song of India plant (three in one), having ht. 30 cm and above, multibranched, well developed with fresh and healthy leaves in 25 cm size of Earthen pot / Plastic pot & as per direction of the officer-in-charge. DAR /2018/3.44 |
| 1034 | Providing and Displaying Acalypha plant Different colour well developed, fresh & healthy with good foliage, multi branch 30 to 45 cm ht. in 20 cm size of Earthen Pot/ Plastic Pot bushy plant as per direction of the officer-in-charge. DAR /2018/5.1 |
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