Uttar Pradesh State Industrial Development Authority Tender

6M Span overhead Cantilever Structure with 300) dia M S one vertical post Supply, fixing & eraction of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm 6M Span over head Cantilever Structure with 300 dia M S one vertical post MS plate at top & 12 mm M S plate at bottom. The horizontal Truss, shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick: Lean Concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast and RCC - M25 grade concrete including supply and fixing of 25 mm dia Foundation Bolls 600 mm long as per provision of structure design including ccst of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect The Rates shall include cost of design fabrication, supply, transportation, Lccal shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T& machine, material and labour required for proper completion of work as per direction of Engineer-in- charge.

Supply, fixing & eraction of built up Overhead Structure of 12M-15M span comprising of two vertical posts of 8.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dla heavy MS pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure Including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 (cement coarse sand and 40 mm gauge stone ballast and RCC M-25 cement concrete Including supply and fixing of 25 mm dia Foundation Bolts 600 nm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect. The Rates shall include cost of design,! fabrication, supply, transportations, Local shifting Erection of Signage structure using crane, Inclusive of all taxes etc, all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge.

Retro-ReflectiveSheeting type-XI with 4 mm thick ACM Single Side Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with High Intensity prismatic sheeling type IV as per IRC-67:2012 retro reflective sheeting with back frame MS angle of 35x35x5 mm. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7.The sheeting shall have a pressure-sensitive adhesive of the aggressive - tack type requiring no heat, solvent other preparations for adhesion to a smooth clean surface, in a manner recommicade by the sheeting manufacturerThe ACM (Aluminium Composite Materials) chai be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Rela refective sheeting confirming to ASTM D4956-09 shall be Pressure fixed. The Retro reflective sheeting shall be tested for a certificate of having the sheeting taste for coefficient of retro reflection, daytime colour and luminance, shrinkage, exibility. liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from inlemational/Governmen Laboratory! Institute by the manufacturer of the sheeling and In case the certificate is obtained from international condition, it should also be obtained from Indlan condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09 on artificial accelerated weathering requirements from a reputed laboratory In India can be accepted provisionally. In such a situation, the Employer/Client, If so desires, could seek for a performance guarantee which would be released afte receipt of certificale meeling tho requirement of three years outdoor weathering o the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting lender. The role shall include all materials, labour T&P, transportation, Installation and Incidentals all completo as per direction of the Engineer-In-Charge