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CA NO : CE (P) VIJAYAK/ /2012-13 Serial Page No : 01 ... - Bro.nic.in

CA NO : CE (P) VIJAYAK/ /2012-13 Serial Page No : 01 ... - Bro.nic.in

CA NO : CE (P) VIJAYAK/ /2012-13 Serial Page No : 01 ... - Bro.nic.in

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<strong>CA</strong> <strong>NO</strong>: <strong>CE</strong> (P) <strong>VIJAYAK</strong>/ /<strong>2<strong>01</strong>2</strong>-<strong>13</strong> <strong>Serial</strong> <strong>Page</strong> <strong>No</strong> : 71TENDER <strong>NO</strong>: <strong>CE</strong> (P) <strong>VIJAYAK</strong>/46/ 2<strong>01</strong>1-<strong>2<strong>01</strong>2</strong>(PARTICULAR SPECIFI<strong>CA</strong>TIONS CONTD…)3.23. Electric items:- Make of all electrical items shall be as per the make mentioned for the respectiveshelters at clause 5 to 9 hereunder.3.24 W<strong>in</strong>d Tie:- 40 m wide & 5 mm thick M.S. Flat will be provided for w<strong>in</strong>d tie at top of roof on twoeves end of shelter.3.25. Seal<strong>in</strong>g Material:- Seal<strong>in</strong>g material as per std IS specification which weathered temp (-) 40 degreecentigrade to +40 degree centigrade be provided to seal all jo<strong>in</strong>ts between PUF panels.3.26. Quality of steel:- Steel used for fabrication of tubular structure will be YST 310 grade conform<strong>in</strong>gto IS 4923. <strong>No</strong> rerolled steel will be used, steel of makeSAIL/TATA/JSW/ESSAR/ISPAT/Equivalent subject to confirm<strong>in</strong>g to given IS specification.3.27. Flash<strong>in</strong>g:- Suitable flash<strong>in</strong>g of 0.63 mm thick precoated sheet of match<strong>in</strong>g colour with wall panelswill be provided at all jo<strong>in</strong>ts between roof and wall corners. The gaps <strong>in</strong> w<strong>in</strong>dows and otheropen<strong>in</strong>g should be m<strong>in</strong>imized by provid<strong>in</strong>g tee flash<strong>in</strong>g.3.28 Colour:-(a)(b)(c)PUF Panels:- Colour of PUF panels both wall and false ceil<strong>in</strong>g will be white <strong>in</strong>ner side andsand colour (RAL-10<strong>01</strong>) external side.Precoated Roof sheet:- (RAL-10<strong>01</strong>) sand colour.Poly carbonate sheet for Verandah:- Translucent with 20% transparency.3.29. Quality of Alum<strong>in</strong>ium used:- All alum<strong>in</strong>ium anodized member used <strong>in</strong> fabrication must confirm toIS-5<strong>13</strong>, 1996 make J<strong>in</strong>dal/NALCO/HINDALCO. Moulded alum<strong>in</strong>ium frame to be utilized forw<strong>in</strong>dows doors and ventilators to reduce <strong>No</strong> of alum<strong>in</strong>ium sections used for the purpose.4. STORE SHELTER (PREFABRI<strong>CA</strong>TED)4.1 Description : The prefabricated Shelter shall be suitable for mount<strong>in</strong>g on ready made concretefloor. The components shall be fabricated at factory for easy to assembly at site. The structureshall be manufactured by us<strong>in</strong>g G.I. Pre-coated Profile sheets for wall and roof, portal trusses,purl<strong>in</strong>s and columns made of suitable M.S. Rolled / hollow steel sections, as per the detailedspecifications given here<strong>in</strong>.4.2 Type and Size of shelter : Prefab store shelter of size 18.0 m x 6.10m x 3.0mt - withoutVerandah. Ref. drg. <strong>No</strong>.- VJK/T-<strong>No</strong>. 46/06/E8 dated 08 Jun <strong>2<strong>01</strong>2</strong> (Part-I & II)4.3 Wall Cladd<strong>in</strong>g: Walls shall be made of 0.63 mm thick, G.I. Pre-coated Profile sheets. Thesesheets are fixed to supported MS structure with suitable fasteners like self drill<strong>in</strong>g bolt or J - bolts.4.4 M.S. Structure :(a)(b)The roof shall be laid over a framework of portal trusses; purl<strong>in</strong>s and columns fixed us<strong>in</strong>gsuitable fasteners like self drill<strong>in</strong>g bolt or J-hooks with bitumen washers, nuts, bolts etc.The Portal trusses shall be made us<strong>in</strong>g suitable size hollow steel tube / rolled section. Thetrusses are provided at a suitable distance and shall be supported on truss columns madeus<strong>in</strong>g rectangular hollow steel sections, fixed with each us<strong>in</strong>g MS end plates & suitablenut/bolts at top level.Signature of ContractorDated : _________________<strong>2<strong>01</strong>2</strong>For Accept<strong>in</strong>g Officer

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