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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-03-2025 | corrigendum02 | Date | 17-03-2025 |
| 2 | 25-02-2025 | Corrigendum01 | Date | 10-03-2025 |
| Sl. No. | Item Description |
| 1 | General Notes:1) The Tentative/Suggested makes have been specified in the tender document based on requirements of BARC, desired performance, detailed study of the technical parameters, manufacturing process, quality assurance/control & testing. The list is merely for guidance purpose. However, the bidder(s) can prefer any other make(s) which is/are meeting technical specifications given under Section-V, this schedule of Quantities (Schedule \"B\") and shall conform to the technical Parameters/performance of the tentative/suggested makes and / or shall conform to the relevant BIS codes or other relevant codes. In case of non-approved makes(s), the bidders(s) shall suggest such equivalent/alternate make/brand, meeting above -mentioned technical parameters, during pre-bid stage and before submission of bid(s)2) Rates to be quoted by the bidders should be exclusive of GST for all the items but inclusive of all other taxes, duties, CESS, fee, royalty charges etc. levied under any statue for all the items. |
| 2 | 3) Only sieved river sand/crushed stone sand confirming to Zone-II from Godavari river or Varaha river orVamsadhara river or Sarada river or Nagavali river / Crushed stone sand shall be used as fine aggregate and Graded hard broken granite metalof 3 stage (VSI) material shall be used as coarse aggregate in relevant items. Specification for fine and coarse aggregate shall confirm to IS:383 (latest revision)4) In view of limit on water-cement ratio for durability requirements in design mix concrete, concrete admixtures (Carboxylate based superplasticizers) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for concrete items shall be inclusive of the cost of admixtures, Design mix, trial mixes, testing (at site & at approved labs), etc. complete. 5) Thecontractor shall set up sufficient number of self loading mobile concrete mixers inside the project area for the production of concrete. |
| 3 | 6) Contractor may also be allowed to procure concrete from prior approved RMC plants on prior approval of the BARC subject to maintain required slump at site during pouring.To that extent suitable Mix Design should be carried out with required retention period. No extra payment will be made if concrete is brought from RMC plants outside the project area. 7) Manufacturer\"s Test certificate of cement which is procured fromdealer/company is to be submitted for all cement related works by the contractor.8) The Scope of works which are not included in any specific items but indicated in the document \"General Scope of all works\" shall be within the scope of overall contract works. The cost of work/item/material indicated in this document shall be deemed to be included in the quoted rates of all individual items. 9) The quoted rates shall include necessary royalties, seigneiorage charges,etc. and all other charges to supply all the required construction materials.10) The contractor shall submit all samples to the department for approval and no work shall commence before such samples are duly approved. |
| 4 | Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS:801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39 mm flange x 11 mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250 mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads.All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20 mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12 mm diameter and 121 mm length conforming to AISI 304 and 316 at 500 mm c/c with minimum embedment of 100 mm in RCC (RCC to be paid separately) and located not more than 300 mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. |
| 5 | Notes: 1) Structural steel required for the work shall not be supplied by the Department.2) Structural steel confirming to IS 2062 shall be supplied from their own plants rolled from virgin materials to be procured directly or from their authorised dealers and test cerificate to be produced.3) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost.4) Welding weights, connections, bolts,clips and nuts shall notbe measured for payment but the cost of which shall be deemed to have been included in the rates.5)Welding Electrodes of specified suitable grade only shall be used.6) Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted.7) Cost of the fixing Clips shall be measured in weight and paid as per the item rate. |
| 6 | Providing and fixing of external wall system on Light gauge steel frame work with outer face cement boards as per standard sizes fixed with selfdrilling / taping screws / fasteners @ 60 cm c/c. A groove of 2 mm to 3 mm shall be maintained and grooves shall be sealed with silicon based sealant. The board shall be fixed in a staggered pattern. Screws shall be of counter sunk rib head of 1.60 mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm and. Internal face 12.5 mm thick gypsum plaster board fixed on cement board as per standard sizes fixed with self- drilling / taping screws / fasteners @ 60cm c/c, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately)Outer face: Outer face- Outer face having 6 mm thick fiber cement board Type A, Category-III as per IS:14862:2000 fixedon 9 mm thick fiber cement board Type A, Category-III, as per IS:14862:2000 (high pressure steam cured) Inner Face- 12.5 mm thick gypsum plaster board conforming to IS 2095:2011 fixed on 8 mm thick fibre cement board of Type B, Category-III, as per IS:14862:2000 (High pressure steam cured) |
| 7 | Providing and fixing internal wall panels on Light gauge steel frame work with 12.5 mm thick gypsum plaster board conforming IS 2095:2011 fixed on cement board as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60 cm c/c, Screws shall be of counter sunk rib head of 1.60 mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm. Proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately)Cement Fiber Board 8 mm thick of Type B, Category III as per IS 14862:2000 (High pressure Steam Cured) |
| 8 | Providing and fixing in all exterior face panels breathable vapour barrier underneath the cement fiber board as per National Building Code 2009 complete as per direction of Engineer-in-charge. |
| 9 | Supplying and installation of moisture resistant/fire resistant cement board as per standard sizes fixed with self-drilling / taping screws. Screws shall be of counter sunk rib head of 1.60 mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm.Cement Fiber Board 6 mm thick as per IS 14862:2000 of type B (High pressure Steam Cured) |
| 10 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3 mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately) |
| 11 | Providing and laying in situ five coursewater proofing treatment with APP (Atactic Polypropylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 5th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat complete as directed by engineer in charge |
| 12 | Providing and fixing false ceiling at all heights includng 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 25mm wide x 1.6mm thick flanges of 27mm and 37mm, at 1200mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels45x15x0.9 mm running at the spacing of 1200mm centre to centre, to nwhich the ceiling section 0.5 mm thick bottom wedge of 80mm with tapered flanges of 26mm each having lips of 10.5mm, at 450mm centre to centre,shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64mm dia x 230mm long G.I. wire at every juction, including fixing perimeter channels 05.mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre, with 25mm long gry wall screws @ 230mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5x25mm at 230mm 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 150mm on both sides of joint, Including 2 coats of Putty, primer & 2 coats of paint 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:12.5 mm thick tapered edge gypsum plain board conforming to IS:2095-(Part1):2011 (Board with BIS certification marks) |
| 13 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \"T\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \"T\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \"T\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \"T\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \"T\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, Including 2 coats of Putty, primer & 2 coats of paint all complete for all heights as per specifications, drawings and as directed by Engineer-incharge.12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing. |
| 14 | Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183, having density 48 kg/m3, 50 mm thick, wrapped in 200 G Virgin Polythene Bags fixed to wall with screw, rawel plug & washers and held and in position by crisscrossing GI wire etc. complete as per directions of Engineer-in Charge. |
| 15 | Providing and fixing precoated galvanised steel roofing accessories of total coated thickness 0.50 mm(base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120gsm as per IS: 277 in 240 mpa steel grade, 5- 7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self-drilling/ self-tapping screws complete : |
| 16 | Flashings/ Aprons.( Upto 600 mm) |
| 17 | Gutter. (600 mm over all girth). |
| 18 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge.Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra paymentFrame size 65 x 150 mm |
| 19 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge.(Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)35 mm thick |
| 20 | Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in- Charge. For payment, only the actual area of glass on face # 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevent Item*).“(i) Coloured tinted float glass 6 mm thick substrate with reflective soft coating on face # 2, 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 K etc. . The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. |
| 21 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and paneling to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 22 | Providing and fixing glazing in aluminium door, window, ventilators shutters and partitions etc. with EPDM rubber/neoprene gasket etc., Complete as per the architectural drawings and the directions of engineer-in-charge (Cost of aluminium snap beading shall be paid in basic item) With float glass panes of 4.0mm thickness (weight not less than 10kg/sqm) |
| 23 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). |
| 24 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 25 | Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 26 | Providing and fixing stainless steel ball bearing fire tested stainless steel butt hinges of size 100 x 75 x 3.00 mm (heavy weight) with suitable stainless steel screws etc. complete as directed by the Engineer-in-charge |
| 27 | Providing and fixing stainless steel aldrops of size 300 X 14 mm with necessary screws, bolting from rear side complete as per specifications complete |
| 28 | Providing and fixing anodised aluminium tower bolts of size 300 X12 mm (barrel type) ISI marked transparent or dyed to requried colour or shade with necessary screws etc.all as per specifications and as per drawings. |
| 29 | Providing and fixing SS Door handles- 22mm dia 300 mm long- 316 grade |
| 30 | Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. in wooden doors / steel doors with necessary bolts & nuts complete as per specifications and as directed by the Engineer-in-charge. |
| 31 | Providing and fixing aluminium hanging heavy quality floor door stopper ISI marked with twin rubber stoppers, anodised transparent or dyed to required. colour or shade with necessary screws etc. complete. |
| 32 | Providing and painting TWO coats of synthetic enamel paint on new wooden surfaces of required colour to give an even shade over an under coat of suitable shade primer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 33 | Providing and fixing brass mortise latch and lock with 6 levers and a pair of lever Brass handles with necessary screws etc complete suitable for fixing in wooden / steel/FRP/ doors as per specifications |
| 34 | Providing and fixing double action hydraulic floor spring (conforming to relevant Indian Standard) for doors including cost of cutting floors as required, embedding in floors and cover plates with M.S pivot and single piece of M.S sheet outer box with slide plate etc. complete as per directions of Engineer-in-charge with brass cover plate |
| 35 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows with alumunium beading using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete.(Wt of Alumunium beading will be paid in relevent item) |
| 36 | Providing and fixing locks for aluminium sliding window shutters (Over all size of 204mm x 23 mm), type all as per specifications complete as directed by the Engineer-in-charge |
| 37 | Providing and fixing approved quality stain less steel body roller wheels for sliding shutters |
| 38 | Providing, supplying and laying pre polished granite approved shades other than black slab flooring / dado / Wall cladding with not less than 17 mm thick granite slabs over 20 mm thick base cement mortar 1:4 (using crushed sand) laid and placed with grey cement slurry including filling the joints with matching white cement based tile grout complete all as per specifications and drawings. |
| 39 | Providing and fixing Glazed VITRIFIED floor tiles using Tiles of size 600 X 600 mm in different sizes conforming to IS 15622 in all colours and shades in Glossy or Matt or satin finish laid over a bed of minimum 20 mm thick bed of cement mortar 1:4 (using Crushed sand) and jointing with grey cement slurry@ 3.3 kg/ sqm including providing spacer of 3mm grouting of joints (Payment for grouting of joints to be made separately) of matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge |
| 40 | Providing and laying Vitrified tiles in size of Tile 600x600 mm (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, in all colours & shade, in skirting, riser of steps,over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including providing 3mm spacer in joint and grouting of joints (Payment for grouting of joints to be made separately) complete. |
| 41 | Providing and fixing dry cladding upto any heights in trade and riser of steps with 17 mm thick Granite of approved colourgang saw cut with machine cut edges of uniform colour and nosing and cutting grooves, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. |
| 42 | Providing and fixing hand rail using 304 grade Stainless Steel pipes of approved size and quality by welding, mirror / matt polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, specifications,complete as directed by the Engineer-in-charge |
| 43 | Grouting the joints of flooring tiles having joints of 3 mm width for tiles of size of Tile 600x600 mm, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. |
| 44 | Providing and fixing white vitreous European type Water Closet with\"P\" or \"S\" Trap with solid seat and lid,10 litre low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS:7231, flush bend,fixing EWC with fitting arrangement, 15mm PVC heavy quality inlet connection of 450mmlong, angle cock, including testing , commissioning & cleaning etc. complete all as per drawings and specifications and as directed by the Engineer-in-charge |
| 45 | Providing and fixing in position 15 mm CP Health faucet alongwith CP Brass 2 in 1 Bib cock and Angle cock with necessary flexible hose upto 1000 mm long using teflon tape, CP wall bracket, CP nozzle, CP wall flanges, etc., complete. |
| 46 | Providing and fixing white viterious wash basin of size 630 x 450 mm of approved colour with anchored set arrangement, 15 mm C.P. brass pillar tap of jaquar or equivalent, 15 mm x 600mm long PVC Inlet connection,angle cock, 32mm heavy quality C.P. brass waste coupling jaquar or equivalent & waste pipe of standard pattern and SS wall flanges, cutting and making good the walls and testing complete all as per specifications and as directed by the Engineer-in-charge |
| 47 | Providing and fixingWhite vitreous China counter top / counter below wash basin size 560 x 410 mm / 560 x 450 mm with single 15 mm C.P. brass pillar tap (OVAL / ROUND Models) of approved colour with C.I. brackets, 15 mm x 600mm long PVC Inlet connection, 32 mm heavy quality C.P. brass waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls and testing complete all as per specifications and as directed by the Engineer-in-charge |
| 48 | Providing and fixing PVC Nahani trapof self cleaning design of 100 mm inlet and 75 mm outlet,jointing with solution with the connection pipes, placing as per the drawings, embedding in Cement concrete 1:2:4 and making circular hole up to floor level using 110 mm O/D PVC pipes of 6 Kg/sq.cm pressure complete all as per drawings and specifications and as directed by the Engineer-in-Charge. |
| 49 | Providing and fixing Stainless Steel Grating 150 mm Square with frame for floor trap complete all as per drawings and specifications and as directed by the Engineer-in-Charge |
| 50 | Providing and fixing white vitreous flat back urinal basin of 610mm minimum size with 32mm urinal waste coupling with dome grating, necessary clamps and connection charges,but excluding other fittings all as directed at site,complete as per specifications as directed by Engineer-in-charge. |
| 51 | Providing and fixing of Push Cock to the urinals including connected 15mm SS pipe (about 300mm length) of from Push Cocktospreader of urinals. Cost including labour and material, complete item of workas per direction of Engineer-in-charge. |
| 52 | Providing and fixing 15 mm CP Brass Urinal Spreader size with 1/2\" BSP thread and shapes, weighing not less than 60 gms. |
| 53 | Providing and fixing heavy quality CP brass bottle trap 31 / 32 mm single piece moulded with height of 270mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, of approved for wash basins / urinal etc all as per specifications and directed by the Engineer in charge. |
| 54 | Providing and fixing Minimum 17 mm thick stone slab of Approved Shade table rubbed, edges rounded and both side polished of size 75 x 50 cm or Approved size and shape and 1.8 cm thick fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (using 6 mm nominal size aggregate) as per direction of Engineer-in-Charge and finished smooth |
| 55 | Providing and laying water proofing treatment in sunken portions of WCs, bath rooms etc. by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) 1st layer of slurry of cement @ 0.488 Kgs / sq.m mixed with water proofing cement compound @ 0.253 Kgs per sq.m.including injecting cement slurry. This layer will be allowed to air cure for 4 hours. (b) 2nd layer of slurry of cement @ 0.242Kgs / sq.m mixed with water proofing cement compound @ 0.126 Kgs / sq.m. This layer will be allowed to air cure for 4 hours followed with water curing for48 hours. (c)Finishing the surface with 20 mm thick joint less cement mortar of mix 1:4 (using coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and, complete all as perspecifications and as directed by Engineer-in-charge including mixing \"\"polyster fibre\"at the rate of 125 grams per 50 Kgs at the rate of 125 grams per 50 Kgs of Cement in top layer of plaster and finally finishing the surface with trowel with neat cement slurry in bottom and all the sides of sunken portion. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. The treatment to be tested for water tightness before filling the sunken areas, Cost quoted shall include all materials and labourand as directed by Engineer-in-charge.Contractor shall provide 10 year guarantee for waterproofing onapproved proforma. |
| 56 | Providing and Laying cement concrete 1:2:4 in super structure (1 cement, 2 crushed sand, 4aggregates 20 mm to 40 mm) for filling sunken floors of toilet bath & kitchen admixed with proprietary water proofing compound as per manufacturer\"s specifications and approved by Engineer-in-charge including scaffolding, consolidation, finishing curing etc. |
| 57 | Making connection of distribution branch with G.I. MainUpto 40 mm dia. pipes by providing and fixing tee including cutting and threading the pipes etc. complete as per specifications and as directed by the Engineer-in-charge. |
| 58 | Providing, Laying, jointing, fixing and testing Heavy quality(C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples, reducers etc.as required for the work,including testing the pipes and fittings for 10.00Kg/Sq.Cm hydralic pressure with aminimum period of two hours duration with clean water,including cutting,threading,jointing with hemp yarn,white lead, jointing Teflon tape,exposed/concealed by chasing walls and making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anticorrosive bitumastic paint for all concealed lines/two coats of synthetic enamel paint for all exposed lines all as directed by the Engineer-in-charge. |
| 59 | 15 mm dia |
| 60 | 20 mm dia |
| 61 | 25mm dia |
| 62 | 32 mm dia |
| 63 | 40 mm dia |
| 64 | Providing and fixing PVC SWR pipes conforming to relevant IS type B and PVC SWR fittings & specials conforming, cowels to relevant IS including jointing with seal ring / With PVC solvent adhesive including fixing in walls using clamps, wooden cleats of 75 mm thick with teak wood, painting etc complete all as per drawings, specifications and as directed by the Engineer-in-charge |
| 65 | SWR PIPE 110 mm O/D |
| 66 | Providing and fixing PVC SWR pipes for sewer line conforming to relevant IS type B and PVC SWR fittings & specials conforming, cowels to relevant IS including jointing with seal ring / With PVC solvent adhesive including fixing in floor at required slope and walls using clamps, wooden cleats of 75 mm thick with teak wood, painting etc complete all as per drawings, specifications and as directed by the Engineer-in-charge |
| 67 | SWR PIPE 50 mm O/D |
| 68 | SWR PIPE 90 mm O/D |
| 69 | SWR PIPE 110 mm O/D |
| 70 | Providing, hoisting and installing at required elevation mouldedHDPE CYLINDRICAL vertical storage water tank 1000 lit capacity of the following capacities with suitable S. M. C cover at top including the cost of labour for making hole in the storage tank for inlet, outlet, scour and overflow, providing and fixing necessary G.I Nipples ranging from 15 mm to 50 mm n.b of average150 mm length with double check nuts, washers etc. complete as directed by the Engineer-in-charge |
| 71 | Providing Reinforcement Steel for reinforced cement concrete using TMT bars of specified grades of all sizes. TMT bars to be supplied by the contractor using virgin materials at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings.Notes: 1) 1.2mm dia annealed GI coated (20 micron to 40 micron) binding wire required for the work will have to be supplied by the contractor at their own costand will not be measured for payment. 2) Fe-500D / Fe-500EQR bars as per IS to be supplied by the contractor.3) Reinforcement bars from conversion agents / re-rollers of above manufacturers,will not be accepted. 4) No extra payment will be made on account of Rolling Margin & wastage.5) Contractor shall supply copy of the documentry evidence of purchase of steel, test certificate from these manufacturers and also test from third party to be carried out at no extra cost. |
| 72 | Dismantling of RCC works carefully manually without damaging adjacent structures excluding cutting of reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge |
| 73 | Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge |
| 74 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 100 m lead For thickness of tiles above 25 mm and up to 40 mm |
| 75 | Dismantling brick bat coba cement based water proofing over roof and chajjas carefully without damaging adjacent structures including lowering and stacking of materials and dispoal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge |
| 76 | Providing and fixing 150 mm x 150 mm cast iron grating for rain water down takes at roof including chipping and grouting complete all as directed by the Engineer-in-charge |
| 77 | Dismantling G.I pipes of all diameter external work including excavation and refilling trenches after taking out pipes manually / by mechanical means including stacking of pipes within 100 m lead as per direction of Engineer-in-charge |
| 78 | Removing, stacking and refixing of steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including refixing at places within the campus as decided by the engineer in charge. |
| 79 | Dismantling doors, windows and clear storey openings (Aluminum / wood) shutter including chowkhats, architraves, holdfasts etc.complete and stacking within 100 m lead (full windows) Of area 3.00 Sq.M and below |
| 80 | Lead charges for disposal of Debris for a lead Exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc. |
| 81 | Providing Structural steel work in M.S Plain Plates and chequrred Plates using materials produced by the own plants using virgin materials. All test reports to be provided along with the supply of the materials for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc.including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications. |
| 82 | Providing and laying in position Screed Concrete of grade M-30 over and at approved locations using 10 mm maximum size aggregates and crushed sand of approved quality including admixtures of approved quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications and as directed by the Engineer In Charge. |
| 83 | Providing and laying design mix Reinforced cement concrete of M30 Grade in superstructure by weigh batching using graded stone aggregate of 20mm max. size and coarse river sand/ crushed stone sand of approved quality including admixtures of approved quality, including handling & transportation, scaffolding, mechanical mixing, placing to required location by hoisting and / or pumping & mechanical vibration, consolidation, finishing, curing, hacking of concrete surfaces wherever required etc. complete at all levels in substructure/superstructure as per specifications & also including dewatering, if any, complete all as per drawings and technical specifications and as directed by the Engineer-in-Charge but excluding formwork, shuttering and steel reinforcement. |
| 84 | Filling of joints between RCC plinth beam / floor slab and wall panel of external walls, toilet / bath room / wet areas walls on all floor and parapet wall over roof slab, stair case head room at the time of erection ofpanels with Grout RW/equivalent sealant compound after the erection of panel before the infill of concrete in panel cavities and fine finish. This applies for all horizontal and vertical joints between GFRG wall and slab panels. |
| 85 | Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100 gram / sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/scaffolding pipes or with any other fixtures etc. complete as per direction of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work) |
| 86 | Providing & Applying weather proof sealant on outer joints confirming to IS & directed by Engineer-in-charge. Sealant 25 mm x10 mm at joints metre |
| 87 | SITC ofmetal Modular box,cover plate with outer frame:2 Modular/ 3 Modular/4 Modular- as per specification document TS 01. |
| 88 | SITC of metalModular box, ccover plate with outer frame :6 Modular as per specification document TS 01. |
| 89 | SITC of metalModular box,cover plate and outer frame:8 Modular as per specification document TS 01. |
| 90 | SITC of metal Modular boxcover plate with outer frame :12 Modular as per specification document TS 01. |
| 91 | SITC of6 A , One way Switch as per Specification document TS 01. |
| 92 | SITC of 16A One WaySwitch with Indication as per Specification document TS 01. |
| 93 | SITC of 2 Module ceiling fan regulator-120 Was per Specification document TS 01. |
| 94 | SITC of 20 AOne Way DP Switch with Indication as per Specification document TS 01. |
| 95 | SITC of Ceiling Rosesas per Specification document TS 01. |
| 96 | SITC of 6/16A 3-pin Socketas per Specification document TS 01. |
| 97 | SITC of 25 A socketas per Specification document TS 01. |
| 98 | SITC of 10 A / 16 A SP MCBas per Specification document TS 01. |
| 99 | SITC of 25 A SP MCBas per Specification document TS 01. |
| 100 | SITC of 63 A FP MCBas per Specification document TS 01. |
| 101 | SITC of 63 A DP RCCB-30mAas per Specification document TS 01. |
| 102 | SITC of 4 kV, 40 kAType 2 Surge diverter as per Specification document TS 01. |
| 103 | SITC of 8 Way ETPNDB as per Specification document No. TS 02. |
| 104 | SITC of25 mm diaMSConduit as per Specification document No. TS 05. |
| 105 | SITC of AC Point Wiringas per Specification document TS 01. |
| 106 | SITC of Primary Power Point Wiringas per Specification document TS 01. |
| 107 | SITC of Secondary power point wiring ( Located in a separate box)as per Specification document TS 01. |
| 108 | SITC of Primary Light/Fan Point Wiringas per Specification document TS 01. |
| 109 | SITC of Secondary Light point wiringas per Specification document TS 01. |
| 110 | SITC of 1200mm Dia Ceiling fan including down rod and safety wire as per Specification document TS 03. |
| 111 | SITC of Exhaust Fan ( PVC Body with Louver) 200 mm Sweepas per Specification document TS 04. |
| 112 | SITC of Indoor LEDlight fixture Min 2500 Lumen,Efficacy Min 100 lumen/Watt as per Specification document TS 06 |
| 113 | SITC of Surface Mount Round LightMin 1200 Lumen,Efficacy Min 100 lumen/Watt as per Specification document TS 07. |
| 114 | SITC of RecessedRound Light Min 1500 Lumen, Efficacy Min 100 lumen/Wattas per Specification document TS 08. |
| 115 | SITC of RecessedRound Light Min 500 Lumen, Efficacy Min 100 lumen/Wattas per Specification document TS 08-A. |
| 116 | SITC of 10 W LED, Min 1000 LumensSurface mounted mirror light fixtureas per Specification document TS 09. |
| 117 | SITC of 1100V grade 4 corex 16 sq.mm PVC insulated strip/Roundarmoured cable with Copper conductoras per Specification document No. TS 10. |
| 118 | End terminations of LT Cable: 4 C X 16 Sq. mm / 4 C X 25 Sq. mm Copper conductor as per Specification document no. TS 11. |
| 119 | 300 mm WidthCable Tray as per Specification document no.TS 12. |
| 120 | Shifting of existing Lightning Protection System: Cross units for (500mm air terminal) with intermediate plate for round and flat cond. up to 40 mm, Cross unit for aboveground and underground connections, For connecting conductors in cross and T arrangement, Material of clamp: St/tZn, Clamping range Rd / Fl: 8-10 / 30-40 mm. Intermediate plate: yes along with Conductor of Diameter Ø- 8 mm for (500mm air terminal) Cross-section- 50 mm2, of Material- Aluminium, existingconcrete base of 17 kg and plastic support for concrete base 17 kg. Necessary U-bolt clamps,cross unit, flat strip holder etc. are also included in the scope of this item. |
| 121 | Shifting of existing Lightning Protection System: Air Terminal Unit of 2000 mm lengthwith intermediate plate for round and flat cond. up to 40 mm, material of clamp: St/tZn, Clamping range Rd / Fl: 8-10 / 30-40 mm. Intermediate plate: yes along with Conductor of Diameter Ø- 8 mm for (500mm air terminal) Cross-section- 50 mm2, of Material- Aluminium., existingconcrete base of 17 kg and plastic support for concrete base 17 kg. Necessary U-bolt clamps,cross unit, flat strip holder etc. are also included in the scope of this item. |
| 122 | Supply and installation of 25 X 3 mm GI Strip Conductor for Lightning/earthing conductor.Cross units without intermediate plate for two flat conductors-Cross unit for aboveground and underground connections. Material: Zinc. Necessary U-bolt clamps,cross unit, flat strip holder etc. are also included in the scope of this item. Flat strip holder with cleat, flat design, with slot, St/tZn at every 1mtr interval. Strip holder with cleat - flat design, Twin screw cleat with M6 screws, Height of conductor holder: 10 mm. Conductor holder support Fl: 30 x 3.5 mm. Material of conductor holder: St/tZnMaterial thickness: 3 mm. GI strip holder of material- Dow moulded compound, having height- 19mm, Slot Size- 25x6 mm shall also be included in this item. |
| 123 | Supply, Installation , Testing & Commissioning ofof MS Support as per Specification document TS 13. |
| 124 | Photo Luminiscent Signages for Toilet, Exit, Staircase, Lift etc.Board Thickness 3 mm as per Specification document TS 14. |
| 125 | CAT6 Modular patch panel: Supply and installation of 24 port RJ-45, CAT6 loaded patch panel. Installation includes mounting in network rack, termination of Cat -6 UTP cable in all ports. |
| 126 | Cat-6 UTP cable: Supply, installation,testing and commissioning of Cat-6 UTP cable. Installation of cable shall be in PVC conduit and surface/ concealed conduit. |
| 127 | Cat-6 Patch Cord Length: 1 meter |
| 128 | Cat-6 Patch Cord Length: 3 meter |
| 129 | PVC conduit: Supply, Installation, testing and commissioning of 25 mm PVC Conduit - 1.8mm (MMS) thickness,including accessories such as 50mm Dia Junction box (1/2/3/4 way), Coupler, T Joints, bends, flexible conduit etc., as per site requirement. |
| 130 | Two pair Telephone cable:Supply, installation, testing and commissioning of 0.5mm annealed bare copper conductor, two pair with PVC insulated telephone cable.Installation of cable shall be in surface/ concealed conduit. |
| 131 | Supply & installation of 3 Module Box with 2 no of RJ-45 Female Socket, one RJ-11 Female Socket, One blank plate, Support frame & Face plate, Legrand, Amp, Schneider or equivalent, All sockets with gold plated contacts |
| 132 | 48 Port Gigabit Managable Ethenet Switch, with 4 SFP modules of 20Km populated, Supply & Installation |
| 133 | IP PoE Bullet Cameras: Supply,Installation,testing and commissioning of 4 MP, weather proof, PoE, IR, with 3.6/4.0 mm lense IP aullet camera with support of H.265 or better compression. Colour night vision Warranty: Warranty: Minimum Two year OEM warranty. |
| 134 | IP PoE Dome Cameras: Supply, Installation, testing and commissioning of 4 MP,PoE, IR, with 3.6/4.0 mm lense IP Dome camera with support of H.265 or better compression. Colour night vision Warranty: Minimum Two year OEM warranty. |
| 135 | Supply and installation of bolted rung Ladder type GI 450 mm width cable tray with flange width of 50mm. Cable tray to be modular and has to be assembled at site.Accessories like bends, Tees, cross, elbows, reducers etc required for installation of cables trays, minor civil works like chipping of floor is included in scope of work. The cost is included in quoted rate. Gap between 2 Rungs not to exceed 300 mm. Thickness of cable rungs and ladder to be 2.5mm |
| 136 | Cat-6 Male Jack, Gold plated contacts |
| 137 | IP-PBX, 600 Users, with Three number of Analog FXS Gateway 64 channel capacity Supply & Installation |
| 138 | 50 Pair Telephone Cable supply, Laying, Termination with 10 no genuine Krone Module. Jumpering of 50 terminals including proper dressing of cable & Jumper, inside existing 200 pair telephone junction box |
| 139 | Analog Telephone instruments with Caller ID Display & Speaker phone feature |
| 140 | SIT&C of split ac of 1.5 Tr capacity, 5 star rating as per following specification: |
| 141 | Cooling capacity in TR : 1.5 TR, Inverter type.Rating as per ISEER: 5 starCoil material : Copper with protective blue fin anti corrosioncoatingRated voltage: 230 V, Single phase, 50 HzRefrigereant:R32 / R410A / R-134A / R290 / R600ACasing and capping made of pvc: complete covering ofrefrigerant pipe between ID & OD units with casing and capping made ofPVC. Stabilizer : 230V, 50 Hz suitable for 1.5 TR AC.Supply & Installation of 16 Amps plug top,Supply and installation of Split AC outdoor stand andSupply and fixing of AC Line PVC self adhesive tape (white roll) is also in the scope of work. |
| 142 | Removing of split AC OUT door unit including brackets and refixing at location with in the main campus as directed by Engineer In-charge |
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