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| 1 | Providing and fixing partition upto ceiling height consisting of G.I. frameand required board, including providing and fixing of frame work madeof special section power pressed! roll form G.I. sheet with zinc coating of120 gms/sgm(both side inclusive), consisting of floor and ceiling channel50 mm wide having equal flanges of 32 mm and 0.50 mm thick, fixedto the floor and ceiling at the spacing of 610 mm centre to centre withdash fastener of 12.5 mm dia meter 50 mm length or suitable anchorfastener or metal screws with nylon plugs and the studs 48 mm widehaving one flange of 34 mm and other flange 36 mm and 0.50 mm thickfixed 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,includingfixing of studs along both ends of partition fixed flush to wall with suitableanchor fastener or metal screws with nylon plugs at spacing of 450 mmcentre to centre, and fixing of boards to both side of frame work by 25 mmlong dry wall screws on studs, floor and ceiling channels at the spacingof 300 mm centre to centre. The boards are to be fixed to the framework with joints staggered to avoid through cracks, M.S. fixing channelof 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to beprovided at the horizontal joints of two boards, fixed to the studs usingmetal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beadsat corners (25 mm x 25 mm x 0.5 mm), joint finisher and two coats ofprimer suitable for board as per manufacture’s specification and directionof engineer in charge all complete.9.105.1 75 mm overall thickness partition with 12.5 mm thick doubleskin fire rated Glass Reinforced Gypsum (GRG) plasterboard conforming to IS: 2095: part 3 (Board with BIScertification marks) |
| 2 | Two track two panels sliding door with Aluminium channelfor roller track, wool pile, zinc alloy (zamak) powder coatedhandle on every panel along with multi-point locking system,adjustable nylon rollers with SS 304 body. Using R3 series with frame (556 mm & above)x (40 mm & above) & sash (30 mm & above)x (74 mm & above). (Height upto 2.5 metre). |
| 3 | Providing and installation of Toughened glass 12 mm thickness(8778) for partition. |
| 4 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor 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). |
| 5 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0mm thick & 2100 mm long with SS screws etc .complete as per directionof Engineer-in-Charge.21.12.3 Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar |
| 6 | Surface dressing of the ground including removing vegetation and inequalitiesnot exceeding 15 cm deep and disposal of rubbish, lead up to50 m and lift up to 1.5 m. All kinds of soil |
| 7 | 1:3:6 (1 cement : 3 manufactured sand derived fromRecycled Concrete Aggregate (RCA) : 6 graded stoneaggregate 20 mm nominal size Recycled Aggregate (RA)) |
| 8 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parkingetc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mmthick compacted bed of sand, compacting and proper embedding/layingof inter locking paver blocks into the sand bedding layer through vibratorycompaction by using plate vibrator, filling the joints with sand and cuttingof paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge. 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern |
| 9 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 10 | Earth work in excavation by mechanical means (Hydraulic excavator) / in manual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. Payment shall be made as per actual site measurement. |
| 11 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 12 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 13 | Providing and installation 4 mm thick ACP |
| 14 | Manufacturing, supplying and fixing retro reflective overhead signageboards made up of 2 mm thick aluminium sheet, face to be fullycovered with high intensity and encapsulated lens type heat activatedretro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001in silver white with blue colour back ground and with high intensity grade,pasted on substrate by pressure sensitive adhesive backing which shall beactivated by applying pressure conforming to class II of ASTM-D-4956-01and fixing the same to the plate of structural frame work by means ofsuitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre tocentre all along the periphery as well as in two vertical rows along with theftresistant measures, including the cost of painting with two or more coatsof epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off thecorners, lowering down the structural frame work from the gantry, fixing anderecting the same in position all complete as per drawings, specificationand direction of the engineer-in-charge.(Structural frame work includingM.S. plate to be provided separately. Rectangular area of the sheet onlyshall be measured for payment).16.60.1 Overhead informatory road signage. |
| 15 | 9.147A Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash andmullion/coupler (where ever required) extruded profiles having minimumwall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mmfor Series R3 and R4 profiles conforming to EN: 12608 in any shape,colour and design duly reinforced with galvanized mild steel sectionmade of required shape & size as per CPWD Specification, uPVCextruded glazing beads, interlocks and Inline sash adaptor (whereever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head,comprising of matching polyamide PA6 grade sleeve for fixing frameto finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash &mullion (if required) shall be mitred cut and fusion welded/mechanicallyjointed duly sealed at all comers, including drilling of holes for fixinghardware and drainage of water etc. After fixing frame the gap betweenframe and adjacent finished wall shall be filled with weather proof siliconsealant over backer rod of approved size and quality, all complete asper approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sectionsof uPVC profiles to be as per design approved by Engineer-in-Charge.Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements andconforming to 1S: 3548 & IS: 16231 shall be paid separately.Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for :(i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3(ii) Sites with structure height more than 20m for all wind speeds9.147.A1 Two track two panels sliding window with Aluminium channelfor roller track, wool pile, nylon rollers with SS 304 body.9.147.A1.1 Using R2 series with frame (40 mm & above)x (40 mm & above) & sash (25 mm & above)x (50 mm & above) with zinc alloy (zamak)powder coated touch locks with hook (Height upto 1.2 metre). sqm 8298.85 |
| 16 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work |
| 17 | Constructing brick masonry road gully chamber 50x45x60 cm with bricksin cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mmpre-cast R.C.C. horizontal grating with frame complete as per standarddesign :19.27.1 With common burnt clay F.P.S.(non modular) bricks of classdesignation 7.5 |
| 18 | Providing and fixing concertina coil fencing with punched tape concertinacoil 600 mm dia 10 metre openable length ( total length 90 m), having 50nos rounds per 6 metre length, upto 3 m height of wall with existing angleiron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T.reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retainhorizontal, including necessary bolts or G.I. barbed wire tied to angle iron,all complete as per direction of Engineer-in-charge, with reinforced barbedtape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre(cost of M.S. angle, C.C. blocks shall be paid separately). |
| 19 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893118.53.1 15 mm nominal bore |
| 20 | 26.22 Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns as per CPWD Specification 2019, to be laid in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanised iron section of 0.33 mm thick (galvanized @ 120 grams per sqm including both sides)comprising of main-T runners of size 24x38 mm of length 3000 mm,cross - T of size 24x32 mm of length 1200 mm and secondaryintermediate cross-T of size 24x32 mm of length 600 mm to formgrid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 76x25x25x1.6 mm fixed with grid and Z cleat of size 25x37x25x1.6 mm thick with precut hole on both 25 mm flange to pierce into 12x50 mm or even bigger size dash fastener if require, fixed with Glavanised iron perimeter wall angle or size 24x24x0.40 mm of length 3000 mm to be fixed on periphey wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directionsof the Engineer-in-Charge.26.22.1 With 15 mm thick Tegular edged light weight calcium sliciate false ceiling tiles. |
| 21 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.1 1.00 mm thick with zinc coating not less than 275 gm/m² |
| 22 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes |
| 23 | Float glass panes 5.0 mm thick glass panes (weight not lessthan 12.50 kg/sqm). |
| 24 | Providing and fixing PVC Panel on wall as per direction of Engineer-in-charge |
| 25 | Providing & Fixing decorative high pressure 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.1.5 mm thick |
| 26 | Tota=26,88,256.33 |
| 27 | Cost Index 3% over DSR 23= ₹ 80,647.68 |
| 28 | Condition:-1. Payment shall be made as per actual site measurement.2. Work will be done as per CPWD Specification vol I & II - 2019.3. All workers shall follow the safety code. It shall be the responsibility of the agency to ensure compliance.4. The agency shall be responsible for providing all necessary safety instruments to the workers. In the event that any worker is found without the prescribed safety equipment, a penalty shall be levied on the agency in accordance with the instructions of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
