Structural works for two wheeler parking shed in raw material gate at TNPL Unit II

SUPPLY AND FABRICATION OF LIGHTWEIGHT STRUCTURAL MATERIALS SUCH AS MS ANGLES, PIPES, TUBES, ETC., TO BUILT-UP COLUMNS, BEAMS, ROOF TRUSSES, PURLINS, ETC., AS DIRECTED BY THE ENGINEER IN-CHARGE. ERECT THE STRUCTURES USING A MOBILE CRANE OR DERRICK AT ALL LEVELS. THIS INCLUDES THE COST OF ALL CONSUMABLES SUCH AS GAS, STANDARD WELDING RODS, BOLTS AND NUTS, TOOLS AND TACKLES, AND SCAFFOLDING. COMPLETE THE WORK AS PER THE DRAWING. THE WORK ALSO INCLUDES APPLYING ONE COAT OF RED OXIDE PRIMER AND TWO COATS OF SYNTHETIC ENAMEL PAINT IN AN APPROVED COLOR AND SHADE AS DIRECTED.

TAKE DELIVERY OF STRUCTURAL STEEL SUPPLIED BY TNPL FREE OF COST, REMOVE BENDS IF ANY,FABRICATE AS BUILT UP COLUMN, BEAM, ROOF TRUSS & ROOF MONITOR, PURLIN, ETC., AND ERECT IN POSITION WITH MOBILE CRANE OR DERRICK AT ALL LEVELS, INCLUDING COST OF ALL CONSUMABLES LIKE GAS, STANDARD WELDING RODS, BOLTS & NUTS, TOOLS & TACKLES, SCAFFOLDING,ETC., COMPLETE. (AS PER DRAWING)

ERECTION OF SCAFFOLDING AND CLEANING THE SURFACES OF STRUCTURAL MEMBERS USING WIRE BRUSH, EMERY SHEETS AND APPLY ONE COAT OF RED OXIDE PRIMER OF APPROVED QUALITY AND TWO COATS OF SYNTHETIC ENAMEL PAINT OF EITHER BERGER,ASIAN, SHALIMAR, ICI DULUX OR EQUIVALENT (INDUSTRIAL QUALITY) OF APPROVED COLOUR INCLUDING COST OF ALL MATERIALS,PAINT AND ALL OTHER INCIDENTAL CHARGES ETC.,COMPLETE AT ALL LEVELS.

SUPPLY OF PARABOLIC (CURVED) COLOUR COATED GALVALUME SHEETS OF 0.47MM THICK, FIX IN POSITION ON THE ROOF STRUCTURE USING SELF-DRILLING FASTENERS, COMPLETE IN ALL RESPECTS, INCLUDING ALL NECESSORY ACCESSORIES, SCAFFOLDING, LABOUR, TOOLS AND EQUIPMENT AS DIRECTED BY THE ENGINEER IN CHARGE. FOR BILLING PURPOSE LAID AREA ONLY WILL BE CONSIDERED AND LAPPING WILL NOT CONSIDERED.

TAKE DELIVERY OF FOUNDATION BOLTS SUPPLIED BY TNPL AT FREE OF COST OF SIZE VARYING FROM M16 / M20 / M25 / M30 / M36 X 750 TO 1000 MM LONG FABRICATE TEMPLATES AND FIXING IN POSITION TO PROPER ALIGNMENT AND LEVEL. THE WORK INCLUDES WELDING TO THE EXISTING MAIN REINFORCEMENT AND TO THE ADDITIONAL REINFORCEMENTS AS ANCHORAGE TO THE FOUNDATION BOLTS AS DIRECTED BY THE SITE INCHARGE.