Tender For Carrying Out Construction Of Compound Wall And Land Development Jobs For New Sitarganj Depot -FELLING TREE OF GIRTH (MEASURED AT A HEIGHT OF 1 METER ABOVE GROUND LEVEL) INCLUDING LEAD AND STACKING OF MATERIAL WITHIN 100 METER. NOTE : 1. WHEN STUMPS ARE GRUBBED UP IN ADDITION, THE RATE SHALL BE DOUBLED FOR TREES CUT AND GRUBBED. 2. PAYMENT FOR GRUBBING SHALL ONLY BE MADE WHERE SPECIALLY ORDERED, 3. GRUBBING SHALL BE ORDERED ONLY WHERE IT IS ESSENTIAL TO REMOVE THE STUMPS, INCLUDING THE ROOTS, AS PER SPECIFICATION. 4. GRUBBING SHALL INCLUDE REMOVAL OF ROOTS OF TREES AND SAPLINGS TO A DEPTH OF 60 CM BELOW GROUND LEVEL OR 30 CM BELOW FORMATION LEVEL OR 15 CM BELOW SUB GRADE LEVEL, WHICHEVER IS LOWER (GIRTH OVER 30 CM AND UPTO 60 CM), SUPPLY, FABRICATION AND ERECTION OF STEEL STRUCTURE FOR BASE FRAMES, ADDITIONAL SUPPORTS FOR PROPER CABLE TERMINATION, ETC., CABLE AND CABLE TRAY SUPPORTS OUT OF ROLLED MS SECTIONS, SUPPLY, FABRICATION, INSTALLATION AND PAINTING OF STRUCTURAL STEEL WORK USING ANGLES, CHANNEL ETC. STRUCTURAL STEEL OF APPROVED MANUFACTURE ONLY SHALL BE PERMITTED. PAINTING SHALL INCLUDE SURFACE PREPARATION TO ST 2 SUPPLY AND APPLICATION OF ONE COAT OF PROTECT MASTIC OF 100 MICRONS FOLLOWED BY MIO OF 100 MICRONS FOLLOWED BY TWO COATS OF PU OF 25 MICRONS EACH.TOTAL:250 MICRONS, PROVIDING AND FIXING 40 MM DIAMETER C CLASS GALVANIZED IRON PIPE OF APPROVED MAKE AT TOP AND BOTTOM OF CHAIN LINK FENCING WITH SUITABLE HOOK/CLAMP INCLUDING ALL NECESSARY FITTING WHEREVER REQUIRED, PROVIDING AND FIXING GALVANIZED IRON CHAIN LINK FENCING WITH 2 METER WIDE BOTH END BEND FENCE FABRIC OF MESH SIZE 50 MM ± 4 MM WITH MESH WIRE OF 3.15 MM NOMINAL DIAMETER AND 4.0 MM DIAMETER OF LINE WIRE CONFIRMING TO IS 2721:2003 SPECIFICATION WITH ALL CONTRACTOR LABOUR, MATERIAL, MACHINERY, TOOL AND PLANT, AS PER SPECIFICATION AND AS DIRECTED BY ENGINEER-IN-CHARGE. (STRUCTURAL STEEL, PIPE, CONCRETE WILL BE PAID UNDER SEPARATE ITEM)., CUTTING CLEARING AND THROWING OUTSIDE CUTTING, CLEARING AND GRUBBING OF TREES AND VEGETATION, LOADING, TRANSPORTATION OUTSIDE O PLOT BOUNDARY AND DISPOSING, AS PER THE INSTRUCTION OF SITE-IN-CHARGE, GRUBBING, CUTTING, CLEARING, LOADING, UNLOADING, TRANSPORTATION AND DISPOSING OF TREES AND VEGETATION AS INSTRUCTED BY ENGINEER, COST OF WORK SHALL INCLUDE MANPOWER, SOCIAL, EQUIPMENT AND TOOLS NEEDED FOR CUTTING AND REMOVAL OF ALL VEGETATION, REGARDLESS OF THEIR DENSITY, CUTTING AND REMOVING TREES AND STUMPS, CLEANING, REMOVAL OF THE ORGANIC SOIL LAYER CORRESPONDING TO STORAGE OR BURNING OF REMOVED MATERIAL, TRANSPORTING OUTSIDE PLANT BOUNDARY, AND EVERYTHING ELSE NEEDED FOR THE PERFECT EXECUTION OF SERVICES, SUPPLY AND ERECTION OF MILD STEEL GATES, MADE OF CHANNELS, PIPES, SQUARE BARS CONFORMING TO RELEVANT IS, WITH HOLD FAST AND LOCKING ARRANGEMENT FOR GATES. THE RATE SHOULD INCLUDE APPLICATION OF CLEANING AND PREPARATION OF ALL STEEL SURFACES TO SWEDISH STANDARD SA 2-1/2 WITH COPPER SLAG BLASTING, PRIMER PAINT OF ONE COAT OF 65 MICRON INORGANIC ZINC SILICATE FOLLOWED BY ONE COAT OF 100 MICRON HB MIO FOLLOWED BY TWO COATS OF ACRYLIC POLYURETHANE EACH OF 40 MICRONS. FINISHING COAT SHALL BE APPLIED ONE BEFORE ERECTION AND ONE COAT AFTER ERECTION. TOTAL THICKNESS OF PAINT SHALL BE MINIMUM 245 MICRONS DFT. THE DRAWING AND PAINTING SCHEME INCLUDING HPCL LOGO AND DESIGN SHALL BE AS PER HPCL SUPPLIED DRAWINGS, COIL FENCING: PROVIDING AND FIXING CONCERTINA COIL FENCING WITH PUNCHED TAPE CONCERTINA COIL 600 MM DIAMETER 10 METRE OPENABLE LENGTH (TOTAL LENGTH 90 METRE), HAVING 50 NOS ROUNDS PER 6 METRE LENGTH, UPTO 3 METRE HEIGHT OF WALL WITH EXISTING ANGLE IRON Y SHAPED PLACED 2.4 METRE OR 3 METRE APART AND WITH 9 HORIZONTAL R. BT REINFORCED BARBED WIRE, STUD TIED WITH GALVANIZED IRON STAPLES AND GALVANIZED IRON CLIPS TO RETAIN HORIZONTAL, INCLUDING NECESSARY BOLTS OR GALVANIZED IRON BARBED WIRE TIED TO ANGLE IRON, ALL COMPLETE AS PER DIRECTION OF ENGINEER-IN-CHARGE, WITH REINFORCED BARBED TAPE(R. B. T)/SPRING CORE (2.5 MM THICK) WIRE OF HIGH TENSILE STRENGTH OF 165 KG/ SQ.MM WITH TAPE (0.52 MM THICK) AND WEIGHT 43.478 GM/METRE (COST OF M. S. ANGLE, CC BLOCKS SHALL BE PAID SEPARATELY)., SUPPLYING, FABRICATION AND WELDING OF Y/U ANGLE AS PER ATTACHED DRAWING AND GROUTING THE SAME IN PCC 1:2:4 (GROUTING IN PCC SHALL BE PAID SEPARATELY. RATE TO INCLUDE PROVIDING 8MM DRILLED HOLES AND ANCHOR PLATES AS SHOWN IN DRAWING, PAINTING THE Y/U ANGLE WITH TWO COATS OF ALUMINUM PAINT OVER TWO COATS OF RED OXIDE PRIMER ON THE EXPOSED SURFACE AND BITUMINOUS PAINT OVER SUITABLE PRIMER FOR THE EMBEDDED PORTION AS REQUIRED COMPLETE AS PER ATTACHED TECHNICAL SPECIFICATION AND AS DIRECTED BY HPCL EIC, PROVIDING SAND FACED CEMENT PLASTER FOR EXTERIORS FOR ALL HEIGHTS AND POSITIONS WITH OVERALL THICKNESS 20 MM USING APPROVED SCREEN SAND INCLUDING BASE COAT OF 12 MM IN CEMENT MORTAR 1:4(1 CEMENT: 4 SAND BY VOLUME) AND FINAL COAT OF 8 MM THICK IN CEMENT MORTAR 1:4(1 CEMENT: 4 SAND BY VOLUME) USING WATER PROOFING COMPOUND @ SPECIFIED DOSES PER CEMENT BAG AND CURING THE SAME FOR NOT LESS THEN 2 DAYS AND KEEPING THE BASE COAT ROUGH TO RECEIVE ANY TYPE OF FINISH INCLUDING DOUBLE SCAFFOLDING, MOULDING, BANDS, GROOVES, CURING, ETC., COMPLETE AS PER THE SPECIFICATIONS AND DRAWINGS TO PROPER LINE, LEVEL PLANE AND PLUMB. RATE TO INCLUDE SUPPLYING AND PROVIDING CHICKEN WIRE MESH FOR ALL JOINTS OF R.C.C. AND MASONRY. (MINIMUM OVERLAP OF MESH TO BE 150MM IN ALL DIRECTIONS AT ALL JOINTS). RATE TO INCLUDE ADDITIONAL THICKNESS IF REQUIRED TO ACHIEVE PERFECT LINE AND LEVel, PROVIDING AND LAYING 60 MM AVERAGE THICKNESS COPING IN CEMENT CONCRETE MIX OF 1:2:4 USING 6 MM TO 12 MM AGGREGATE WITH 40 MM PROJECTION ON EITHER SIDE OF THE BRICK WALL FACE. RATE TO INCLUDE 20MM THICK PLASTER ON TOP IN CEMENT MORTAR 1:4 FOR FIXING THE GLASS PIECES INCLUDING MIXING, PROVIDING NECESSARY SHUTTERING, COMPACTION AND CURING. THE THICKNESS OF COPING SHALL BE 80MM AT THE CENTRE AND 40 MM AT THE ENDS, etc.
