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| 1 | Extension of the sixth floor with LGSF framing system, including all civil works, roofing, wall finishing, flooring, Doors and Windows for Faculty office at the POD-1D Terrace of IIT Indore |
| 2 | Design, engineering, and preparation of comprehensive shop drawings for all internal and external services, fully integrated with the LGSF (Light Gauge Steel Framing) structural system.Scope of Services: The design shall encompass Electrical (Power & Lighting), Air Conditioning (HVAC), IT Infrastructure (Data & Voice), Fire Detection & Alarm Systems, CCTV Surveillance, and Access Control Systems.Integration Requirements: The contractor shall ensure that all service routings, conduit penetrations, and equipment mounting details are structurally coordinated with the LGSF framing members (studs, tracks, and joists) without compromising structural integrity. All designs must adhere strictly to NBC 2016, relevant IS Codes, and specialized LGSF construction norms. Deliverables: The contractor shall submit for approval:Schematic Designs and Load Calculations.Detailed Routing Drawings (identifying pre-punched holes in steel sections vs. on-site penetrations). |
| 3 | 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 0.95 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150 gms 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: 8751987, 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 architecture2011 or equivalent.Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings.The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can besupplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT.The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above |
| 4 | Providing and fixing of seamless roofing system, comprising pre-painted/galvalume profiled sheets with rockwool insulation infill of approved thickness and density, complete with underside lining, supporting members, fasteners, sealants, and all accessories, installed as per approved design, manufacturer’s specifications, and directions of the Engineer-in-Charge |
| 5 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete |
| 6 | Ridges plain (500 - 600mm) |
| 7 | Flashings/ Aprons.( Upto 600 mm) |
| 8 | Gutter .(600 mm over all girth) |
| 9 | Providing and fixing of external/Internal wall system on Light gauge steel frame workwith . Outer face having 8mm thick multipurpose fiber cement board fixed on 10 mm thick Multipurpose cement board confirming to IS 14862:2000, category IV type A (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make. A grove of 2 mm to 3mm shall be maintained and groves shall be sealed with silicon based sealant. The board shall be fixed in a staggered pattern.Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm and internal face 8 mm thick Multipurpose board fixed on 10 mm thick fiber cement board confirming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately). |
| 10 | Providing and fixing thermal insulation with Resin bonded rock wool conforming to IS: 8183, density 48 kg/m3, 50 mm thick, wrapped in 200 G virgin Polythene bags placed over existing false ceilng andheld in position by criss-crossing Gl wire.Providing and fixing thermal insulation with Resin bonded rock wool conforming to IS: 8183, density 48 kg/m3, 50 mm thick, wrapped in200 G virgin Polythene bags placed over existing false ceilng andheld in position by criss-crossing Gl wire. |
| 11 | Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)- 1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main-T runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm of length 1200 mm and secondary intermediate cross-T of size 15x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. |
| 12 | Dismantling the existing waterproofing by mechanical/manual means, including removal and disposal of all debris within the premises as directed by the Engineer-in-Charge complete in all respect |
| 13 | Reinforced cement concrete work in walls (any thickness ), including attached pilasers, buttresses, plinth and string courses fillets, coloumns, pillars, piers, abutments, posts and struts etc. above plinth level upto floor five level, excluding cost of centering, shuttering, finishing and reinforcement:1:1.5:3 (1 cement: 1.5 coarse sand (zone-lll) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources ) |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. TMT |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick |
| 16 | Providing and fixing new High Yield Strength Deformed (HYSD) steel reinforcement bars of specified diameter in existing concrete slab using approved chemical anchor/epoxy-based bonding agent, including drilling holes to required depth and diameter, cleaning of holes, injecting chemical, inserting rebar, and curing complete as per manufacturer\"s specifications and direction of Engineer-in-charge (Excluding cost of reinforcement steel) |
| 17 | Providing and applying a flexible FPO-based expansion joint waterproofing tape system with compatible two-part epoxy adhesive, including surface preparation and complete installation. The system shall resist minimum 6 bar hydrostatic pressure, have ≥12 N/mm² tensile strength, ≥650% elongation, and epoxy adhesive with ≥45 N/mm² compressive strength and >1.5 N/mm² bond strength. Complete as per manufacturer’s specification and as directed by the Engineer-in-Charge |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in :6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 19 | 15 mm cement plaster on rough side of single or half brick wall ofmix:13.5.1 1:4 (1 cement: 4 coarse sand) |
| 20 | Providing and installing polymer-modified cement-based floor levelling compound on internal areasself smoothing compound consisting of high quality special cement and selected fillers, over primed surface, mixing with water using mechanical means, installing at thickness of 3-5 mm,including grinding the sharp edges at the substrate, cleaning the substrate to make them free from contaminants, priming the surface, etc and complete as per manufacturer\"s specification and instructions of Engineer In-charge |
| 21 | Providing and fixing Sports Vinyl Flooring of approved make and shade, of 4.5mm thickness, conforming to relevant standards, laid over prepared sub-base, including surface preparation, application of recommended adhesive, rolling, cutting, joint sealing, edge finishing, skirting wherever required, and all complete as per manufacturer’s specifications and directions of the Engineer-in-Charge. |
| 22 | Painting Interior with Distempering with oil bound washable distemper of approved brand and manufacture to give an even shadeNew work (two or more coats) over and including water thinnable priming coat with cement primer |
| 23 | 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. 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 24 | 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). |
| 25 | Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors overall area of door shutter to be measured): Rectangular or square |
| 26 | Providing and fixing of fire-rated doors at main entrance, complete with frame, vision panel (if required), fire-rated hardware (hinges, closer, panic bar/lock), seals, fittings, and all accessories, installed as per approved design, manufacturer’s specifications, and directions of the Engineer-in-Charge |
| 27 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fastenersto 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 (minimumthickness of powder coating 50 micron) |
| 28 | 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): |
