Municipal Corporation Tender

PROVIDING STRUCTURAL STEEL WORK IN TRUSSES, OTHER SIMILAR TRUSSED PURLINS AND MEMBERS WITH ALL BRACING, GUSSET PLATES ETC. AS PER DETAILED DESIGNS AND DRAWINGS OR AS DIRECTED INCLUDING CUTTING, FABRICATING, HOISTING, ERECTING FIXING IN POSITION, MAKING RIVETED/ BOLTED/ WELDED CONNECTION AND ONE COAT OF ANTICORROSIVE PAINT AND OVER IT 2 COATS OF OIL PAINTING APPROVED QUALITY AND SHADE ETC. COMPLETE. BD.C.8 PAGE NO. 278

PROVIDING AND FIXING PLAIN ZINC SHEETING OF 0.80 MM THICK (22 B.W.G.) OVER THE RIDGE HIP OR VALLEY TO GALVANIZED IRON SHEET ROOFING INCLUDING ALL FASTENING AND BOLT GALVANISED IRON SCREWS AND BOLTS, LEAD AND BITUMEN WASHERS ETC. COMPLETE.(WEIGHT OF 6.8 KILOGRAM/SQ.M.). BD.R.5, PAGE NO. 453

PROVIDING AND LAYING CAST IN SITU/ READY MIX CEMENT CONCRETE IN M15 OF TRAP/ GRANITE/ QUARTZITE/ GNEISS METAL FOR STEPS INCLUDING STEEL CENTERING, PLYWOOD/ STEEL FORMWORK, LAYING/ PUMPING, COMPACTING, ROUGHENING THEM IF SPECIAL FINISH IS TO BE PROVIDED, FINISHING UNEVEN AND HONEYCOMBED SURFACE AND CURING ETC. COMPLETE. THE CEMENT MORTAR 1:3 PLASTER IS CONSIDERED FOR RENDERING UNEVEN AND HONEYCOMBED SURFACE, ONLY. NEWLY LAID CONCRETE SHALL BE COVERED BY GUNNY BAG, PLASTIC, TARPAULIN ETC. (WOODEN CENTERING WILL NOT BE ALLOWED.),WITH FULLY AUTOMATIC MICRO PROCESSOR BASED PLC WITH SCADA ENABLED REVERSIBLE DRUM TYPE MIXER/CONCRETE BATCH MIX PLANT (PAN MIXER) ETC. COMPLETE. WITH FINE AGGREGATE (CRUSHED SAND BD.E2 PAGE NO. 288 AND B.7 PAGE NO. 38

PROVIDING SECOND CLASS BURNT BRICK MASONRY WITH CONVENTIONAL/ I.S. TYPE BRICKS IN CEMENT MORTAR 1:6 IN FOUNDATIONS AND PLINTH OF INNER WALLS/ IN PLINTH EXTERNAL WALLS INCLUDING BAILING OUT WATER MANUALLY , STRIKING JOINTS ON UNEXPOSED FACES, RAKING OUT JOINTS ON EXPOSED FACES AND WATERING ETC. COMPLETE. BD.G.1 PAGE NO. 313

PROVIDING SAND FACED PLASTER EXTERNALLY IN CEMENT MORTAR USING APPROVED SCREENED SAND, IN ALL POSITIONS INCLUDING BASE COAT OF 15 MM THICK IN CEMENT MORTAR 1:4 USING WATERPROOFING COMPOUND AT 1KILOGRAMPER CEMENT BAG CURING THE SAME FOR NOT LESS THAN 2 DAYS AND KEEPING THE SURFACE OF THE BASE COAT ROUGH TO RECEIVE THE SAND FACED TREATMENT 6 TO 8 MM THICK IN CEMENT MORTAR 1:4 FINISHING THE SURFACE BY TAKING OUT GRAINS AND CURING FOR FOURTEEN DAYS SCAFFOLDING ETC. COMPLETE. BD.L. 7 PAGE NO. 369

PROVIDING AND APPLYING TWO COATS OF EXTERIOR WEATHER SHIELD PAINT OF APPROVED MANUFACTURE AND OF APPROVED COLOUR TO THE PLASTERED SURFACES INCLUDING CLEANING, PREPARING THE PLASTER SURFACE ,APPLYING PRIMER COAT ,SCAFFOLDING IF NECESSARY, AND WATERING THE SURFACE FOR TWO DAYS ETC COMPLETE. NOTE: FOR ITEM ONE NUMBER 15 TO 18 PRIOR APPROVAL OF SUPERINTENDING ENGINEER WILL BE NECESSARY. AS DIRECTED BY ENGINEER IN CHARGE.

PROVIDING AND LAYING CAST IN SITU/ READY MIX CEMENT CONCRETE M-15 OF TRAP/ GRANITE/ QUARTZITE/ GNEISS METAL FOR COPING TO PLINTH OR PARAPET, MOULDED OR CHAMFERED AS PER DRAWING OR AS DIRECTED INCLUDING STEEL CENTERING, PLYWOOD/ STEEL FORMWORK COMPACTING, ROUGHENING THEM IF SPECIAL FINISH IS TO BE PROVIDED, FINISHING UNEVEN AND HONEYCOMBED SURFACE AND CURING ETC. COMPLETE. THE CEMENT MORTAR 1:3 PLASTER IS CONSIDERED FOR RENDERING UNEVEN AND HONEYCOMBED SURFACE ONLY. NEWLY LAID CONCRETE SHALL BE COVERED BY GUNNY BAG, PLASTIC, TARPAULIN ETC. (WOODEN CENTERING WILL NOT BE ALLOWED.) WITH BD.E. 3/PAGE NO. 288/I.S. 456 (2000)

PROVIDING AND FIXING MINERAL FIBRE ACOUSTICAL SUSPENDED CEILING SYSTEM WITH FINE FISSURED (BEVELLED TEGULAR) EDGE TILES OF SIZE 15MM EXPOSED GRID. THE TILES SHOULD HAVE HUMIDITY RESISTANCE (RH) OF 99%,NRC 0.6, LIGHT REFLECTANCE 85%, THERMAL CONDUCTIVITY K = 0.052 - 0.057 W/M K, COLOUR WHITE, FIRE PERFORMANCE UK CLASS 0 / CLASS 1 (BS 476 PT - 6 &7) IN MODULE SIZE OF 600 X 600 X 16MM , WITH RECYCLED CONTENT OF 31 %. THE TILE SHALL BE LAID ON PRECOATED G.I CHANNEL HEIGHT OF 32 WITH 15 MM WIDE T - SECTION FLANGES COLOUR WHITE HAVING ROTARY STITCHING AND XL2 CLIP ON ALL T SECTIONS I.E. THE MAIN RUNNER, 1200 MM AND 600 MM CROSS TEES WITH A WEB HEIGHT OF 32MM AND A LOAD CARRYING CAPACITY OF 7.57 KILOGRAMS/M2 AND PULL OUT STENGTH OF MINIMUM 100 KILOGRAMS.. THE T SECTIONS HAVE A GALVANIZING OF 90 GRAMS PER M2 AND NEED TO BE INSTALLED WITH SUSPENSION SYSTEM. THE TILE AND GRID SYSTEM USED TOGETHER SHOULD CARRY A 10 YEAR WARRANTY. PRODUCT APPROVED IN GRIHA AND BS 476 ETC. COMPLETE. AS DIRECTED BY ENGINEER IN CHARGE.

PROVIDING AND FIXING MODULAR FALSE CEILING OF 600 X 600 MM CENTER TO CENTER AND 13 MM THICK SQUARE MINERAL FIBER BOARD TO BE FIXED ON FRAME WORK OF ALLUMINIUM SECTIONS FOR SUSPENDED FALSE CEILING CONSISTING OF ALLUMINIUM T 2”X1 ½” (50 MM X 40 MM) WEIGHING 0.39 KILOGRAM/M AT 60 CMS CENTER CENTER AND FIXED WITH ½” X ½” (15 X 15 MM) FLANGES WEIGHING 0.19 KILOGRAM/M SUSPENDED ON 6 MM DIA MILD STEEL ROD WEIGHING 0.22 KILOGRAM/M, FIXED ON WALL AND BEAMS INCLUDING ROUNDING OF THE EDGES WITH ALLUINIUM T OF 2” X 1 ½” (50 MM X 40 MM) WEIGHING 0.39 KILOGRAM/M ETC. (ALL ALLUMINIUM SECTIONS SHALL BE ANODIZED) INCLUDING ALL LABOUR, MATERIAL, LIFTS ETC. COMPLETE. AS DIRECTED BY ENGINEER IN CHARGE.

PROVIDING & FIXING IN POSITION, MS FABRICATION WORK USING ANGLES, SQR TUBES, C CHANNELS ETC FOR VARIOUS PARTITION FRAME AS PER DESIGN & INSTRUCTIONS & COMPLETE IN ALL ASPECTS .INCLUDING ALL MATERIALS LABOUR, FINISHING ETC COMPLETE. AS DIRECTED BY ENGINEER IN CHARGE.

PROVIDING STRUCTURAL STEEL WORK OF RECTANGULAR HOLLOW STEEL SECTION FOR STEEL TRUSSES, OTHER SIMILAR TRUSSED ITEMS LIKE PURLIN AND MEMBERS WITH ALL BRACING, GUSSET PLATES ETC. AS PER DETAILED DESIGNS AND DRAWINGS OR AS DIRECTED INCLUDING CUTTING, FABRICATING, HOISTING, ERECTING, FIXING IN POSITION MAKING RIVETED/BOLTED/ WELDED CONNECTIONS AND ONE COAT OF ANTICORROSIVE PAINT AND OVER IT TWO COATS OF OIL PAINTING OF APPROVED QUALITY AND SHADE COMPLETE. AS DIRECTED BY ENGINEER IN CHARGE.

PROVIDING AND FIXING SELF SUPPORTING STEEL ROOFING SYSTEM (PROFLEX) FOR A GODOWN OR ALIKE MADE UP OF STRUCTURAL GRADE STEEL SHEET OF 912 MILLIMETER WIDTH ( TOLERANCE +/- 2 MILLIMETER ), MOULDED AT SITE USING MECHANICAL PRESS DIES TO THE DESIRED CURVE AND SHAPE TO FORM 605 MILLIMETER WIDE INTERLOCKING PANELS . THE INTERLOCKING PANELS SHALL BE PRESSED TO CLOSE THE SEAM FORMING WATER TIGHT JOINTS FOR A SPAN OF 15.30 METER HAVING ARCH RISE AS 3.06 METER, ARCH LENGTH 17.75 METER. THE BASE MATERIAL MADE UP OF IMPORTED GALVALUME STEEL COMPLYING TO ASTM A792 HAVING BASE METAL THICKNESS OF 0.80 MILLIMETER ( TOLERACE + / - 0.02 MILLIMETER ) WITH ALLOY COATING AZ 150 AND PAINT COATING OF REGULAR MODIFIED POLYSTER, TOP COAT 25 MICRON AND BOTTOM COAT 12 MICRON AS PER APPROVED COLOUR , INCLUDING FIXING HANGERS , CLAMPS ETC.AS MAY BE NECESSARY OF PROFLEX STANDARD, INCLUDING FIXING SKY LIGHT OF 2 MILLIMETER THICK POLYCARBONATE SHEET OF SIZE 2' X 7' AND TURBO VENTILATOR OF 24'' DIAMETER TO BE INSTALLED AT EVERY 30 FEET ALONG THE LENGTH OF ROOF INCLUDING FINISHING, TESTING AND CLEANING ETC. COMPLETE. AS DIRECTED BY ENGINEER IN CHARGE.