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| 1 | Description |
| 2 | TAKING OUT HEAVY IRON GRATED DOOR OR WINDOW (JAIL PATTERN OR EXISTING) WITH LOCKING ARRANGEMENT AFTER CUTTING OUT FROM WALLS AND REFIXING THE SAME INCLUDING MENDING ALL DAMAGES. [MENDING CHARGES TO BE PAID SEPARATELY] Locking arrangement after cutting out from walls |
| 3 | RENEWING BOTTOM CURVED RAIL OF M.S. FLAT WITHNECESSARY CLAMPS UNDER THE CURVED M.S.FLATS AND FIXING THEM AFTER CUTTING HOLES WITH CEMENT CONCRETE (1:2:4) WITH STONE CHIPS AND MENDING GOOD DAMAGES TO RUN SMOOTH THE HEAVY IRON GATED DOOR OR G.C.I. SHEET DOOR OR GATE. 50MM X 6 MM M.S. FLAT M.S.flats and fixing |
| 4 | RENEWING W.I. OR M.S. WHEEL OR ROLLER OF STEEL DOOR OR GATE FITTED AND FIXED WITH NECEESSARY CLAMPS AND NUTS AND BOLTS AND ERECTED COMPLETE. ABOVE 50 MM. Steel door or gate fitted and fixed with neceessary clamps |
| 5 | ORDINARY CEMENT CONCRETE (MIX 1:2:4) WITH GRADED STONE CHIPS (20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT, IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES Pakur Variety |
| 6 | ORDINARY CEMENT CONCRETE (MIX 1:1.5:3) WITH GRADED STONE CHIPS (20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES. Pakur Variety |
| 7 | HIRE AND LABOUR CHARGES FOR SHUTTERING WITHCENTERING AND NECESSARY STAGING UPTO 4 M USINGAPPROVED STOUT PROPS AND THICK HARD WOOD PLANKS OF APPROVED THICKNESS WITH REQUIRED BRACING FOR CONCRETE SLABS, BEAMS AND COLUMNS, LINTELS CURVED OR STRAIGHT INCLUDING FITTING, FIXING AND STRIKING OUT AFTER COMPLETION OF WORKS (UPTO ROOF OF GROUND FLOOR) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 8 | REINFORCEMENT FOR REINFORCED CONCRETE WORK IN ALL SORTS OF STRUCTURES INCLUDING DISTRIBUTION BARS, STIRRUPS, BINDERS ETC INITIAL STRAIGHTENING AND REMOVAL OF LOOSE RUST (IF NECESSARY), CUTTING TO REQUISITE LENGTH, HOOKING AND BENDING TO CORRECT SHAPE, PLACING IN PROPER POSITION AND BINDING WITH 16 GAUGE BLACK ANNEALED WIRE AT EVERY INTERSECTION, COMPLETE AS PER DRAWING AND DIRECTION. OTHER MANUFACTURERS NOT SPECIFIED. For works in foundation and upto roof of ground floor/upto 4 m. |
| 9 | DISMANTLING R.C. FLOOR, ROOF, BEAMS ETC. INCLUDING CUTTING RODS AND REMOVING RUBBISH AS DIRECTED WITHIN A LEAD OF 75 M. INCLUDING STACKING OF STEEL BARS (A) IN GROUND FLOOR INCLUDING ROOF Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed |
| 10 | PRIMING ONE COAT ON STEEL OR OTHER METAL SURFACE WITH SYNTHETIC OIL BOUND PRIMER OF APPROVED QUALITY INCLUDING smoothening surfaces by sand papering etc |
| 11 | PAINTING WITH BEST QUALITY SYNTHETIC ENAMEL PAINT OF APPROVED MAKE AND BRAND INCLUDING SMOOTHENING SURFACE BY SAND PAPERING ETC. INCLUDING USING OF APPROVED PUTTY ETC. ON THE SURFACE, IF NECESSARY : With other than hi-gloss of approved quality- Two coats (with any shadeexcept white) |
| 12 | LOCKING ARRANGEMENT FOR JAIL TYPE DOORS INCLUDING Supplying fitting and fixing in position complete as per approved design |
| 13 | M.S. STRUCTURAL WORKS IN COLUMNS, BEAMS ETC. WITHSIMPLE ROLLED STRUCTURAL MEMBERS (E.G. JOISTS, ANGLE,CHANNEL SECTIONS CONFORMING TO IS: 226, IS: 808 & SP (6)- 1964 CONNECTED TO ONE ANOTHER WITH BRACKET, GUSSETS, CLEATS AS PER DESIGN, DIRECTION OF ENGINEER INCHARGE, COMPLETE INCLUDING CUTTING TO REQUISITE SHAPE AND LENGTH, FABRICATION WITH NECESSARY BOLTING, METAL ARC WELDING CONFORMING TO IS: 816- 1969 & IS: 1995 USING ELECTRODES OF APPROVED MAKE AND BRAND CONFORMING TO IS:814- 2004, HAULAGE, HOISTING AND ERECTION ALL COMPLETE. THE RATE INCLUDES THE COST OF ROLLED STEEL SECTION, CONSUMABLES SUCH AS ELECTRODES, GAS AND HIRE CHARGE OF ALL TOOLS AND PLANTS AND LABOUR REQUIRED FOR THE WORK INCLUDING ALL INCIDENTAL CHAGES SUCH AS ELECTRICITY CHARGES, LABOUR INSURANCE CHARGES ETC. PAYMENT TO BE MADE ON THE BASIS OF CALCULATED WEIGHT OF STRUCTURAL MEMBERS ONLY IN FINISHED WORK AS PER IS SPECIFIED WEIGHT. PAYMENT FOR GUSSET, BRACKET, CLEAT, RIVETS, BOLTS AND NUTS MAY BE MAKE BY ADDING THE ACTUAL WEIGHT OF SUCH ITEMS WITH THE WEIGHT OF FINISHED STRUCTURAL MEMBERS OR 7% OF WEIGHT FOR FINISHED STRUCTURAL MEMBERS WEIGHING NOT LESS THAN 22.5 KG. / M. OR 15 % OF WEIGHT FOR FINISHED STRUCTAL MEMBERS WEIGHING LESS THAN 22.5 KG. / M. MAY BE INCREASED ALLOW FOR BRACKET, CLEAT, RIVET, BOLTS AND NUTS ETC. AND NO SEPERATE PAYMENT BEING MADE FOR THESE ITEMS, AS PER DIRECTION OF ENGINEER IN CHARGE. THE RATES ARE CONSIDERED FOR A HEIGHT OF ERECTION 8M. / 2ND FLOOR LEVEL FROM THE GROUND. ADD 1.5% EXTRA OVER THE RATE FOR EACH ADDITIONAL FLOOR OR 4M. BEYOND INITIIAL 8M. OR PART THEREOF. For structural members of specified sections weighing less than 22.5 Kg./m |
| 14 | SUPPLYING AND LAYING TRUE TO LINE AND LEVEL VITRIFIEDTILES OF APPROVED BRAND (SIZE NOT LESS THAN 600 MM X 600MM X 10 MM THICK) IN FLOOR, SKIRTING ETC. SET IN 20 MMSAND CEMENT MORTAR (1:4) AND 2 MM THICK CEMENT SLURRYBACK SIDE OF TILES USING CEMENT @ 2.91KG./SQM OR USINGPOLYMERISED ADHESIVE (6 MM THICK LAYER APPLIEDDIRECTLY OVER FINISHED ARTIFICIAL STONE FLOOR/MOSAICETC WITHOUT ANY BACKING COURSE) LAID AFTER APPLICATIONSLURRY USING 1.75 KG OF CEMENT PER SQM BELOW MORTARONLY, JOINTS GROUTED WITH ADMIXTURE OF WHITE CEMENTAND COLOURING PIGMENT TO MATCH WITH COLOUR OF TILES /EPOXY GROUT MATERIALS OF APPROVED MAKE AS DIRECTEDAND REMOVAL OF WAX COATING OF TOP SURFACE OF TILESWITH WARM WATER AND POLISHING THE TILES USING SOFTAND DRY CLOTH UPTO MIRROR FINISH COMPLETE INCLUDINGTHE COST OF MATERIALS, LABOUR AND ALL OTHER INCIDENTALCHARGES COMPLETE TRUE TO THE MANUFACTURER'SSPECIFICATION AND DIRECTION OF ENGINEER-IN-CHARGE.(WHITE CEMENT, SYNTHETIC ADHESIVE AND GROUT MATERIALTO BE SUPPLIED BY THE CONTRACTOR. WITH APPLICATIONSLURRY @1.75 KG/ SQ.M, 20 MM SAND CEMENT MORTAR (1:4) &2 MM THICK CEMENT SLURRY AT BACK SIDE OF TILES, 0.2 KG/SQ.M WHITE CEMENT FOR JOINT FILLING WITH PIGMENT. 0.2 kg/Sq.m white cement for joint filling with pigment Light Color |
| 15 | TAKING OUT CAREFULLY RANIGUNGE PATTERN TILES, MOSAICTILES / ROOF TILES INCLUDING MORTER, FROM ROOF ANDDISPOSAL OF THE SAME BEYOND THE COMPOUND, INCONFORMITY WITH THE MUNICIPAL / CORPORATION RULES FORSUCH DISPOSAL, LOADING INTO TRUCK AND CLEANING THESITE IN ALL RESPECT AS PER DIRECTION OF ENGINEER INCHARGE Roof tiles including morter, from roof and disposal |
| 16 | SUPPLYING AND LAYING STANDARD FOUR COURSEBITUMINOUS WATER PROOFING TREATMENT AS PERSPECIFICATION LAID DOWN IN I.S. 1346 - 1991 TO BE FINISHEDWITH PEA SIZE GRAVEL INCLUDING NECESSARY PREPARATORYWORKS SUCH AS SHAPING MOUTH OF OUTLETS, CUTTING ASAND WHERE NECESSARY AND REFILLING WITH SAND ANDCEMENT MORTAR (4:1) OR CEMENT CONCRETE (1:2:4) WITHGRADED STONE CHIPS BEFORE UNDERTAKING THE TREATMENTINCLUDING CUTTING GROOVES IN PARAPET AND INSERTINGEDGE OF FELT AND MENDING GOOD DAMAGE COMPLETE IN ALLRESPECT AS PER DIRECTION OF ENGINEER - IN - CHARGEINCLUDING COST OF ALL MATERIALS AND LABOURS ANDINCIDENTAL CHARGES BUT EXCLUDING THE COST OF CEMENTMORTAR OR CONCRETE REQUIRED FOR LEVELLING ANDGRADING. (IN SLOPED ROOF COURSE SAND OF APPROVEDVARIETIES IS TO BE USED IN PLACE OF PEA SIZE GRAVELS ASFOURTH AND FINAL COURSE.) I) 1ST AND 3RD COURSE WITHBONDING MATERIALS OF HOT APPLIED INDUSTRIAL BLOWNTYPE BITUMEN OF GRADE 85/25 OR 90/15 CONFORMING TOI.S.702 - 1988 @ 12KG/10SQM ON EACH LAYER. II) 2ND COURSEWITH HESSIAN BASE SELF FINISHED BITUMEN TYPE- 3 GR.-ICONFORMING TO I.S. 1322-1993 (WEIGHING 23KG/10SQM GROSSWITH BITUMEN CONTENT 12.10KG/10SQM ) TESTED UNDER THEPROVISION OF I.S. 13826 - 1993 PART VII. III) 4TH COURSE WITHWASHED AND CLEAN PEA SIZED GRAVEL OR GRIT @ 0.006CUM/SQM. (THE CONTRACTOR HAS TO PERFORM A LEAKAGETEST BY WATER PONDING METHOD FOR ATLEAST 24 HOURS.)Bituminous water proofing treatment |
| 17 | STRIPPING OFF WORN OUT PLASTER AND RAKING OUT JOINTSOF WALLS, CELINGS ETC. UPTO ANY HEIGHT AND IN ANY FLOORINCLUDING REMOVING Rubbish within a lead of 75m as directed |
| 18 | PLASTER (TO WALL, FLOOR, CEILING ETC.) WITH SAND ANDCEMENT MORTAR INCLUDING ROUNDING OFF OR CHAMFERINGCORNERS AS DIRECTED AND RAKING OUT JOINTS INCLUDINGTHROATING, NOSING AND DRIP COURSE,SCAFFOLDING/STAGING WHERE NECESSARY (GROUND FLOOR).[EXCLUDING COST OF CHIPPING OVER CONCRETE SURFACE].WITH 1:6 CEMENT MORTAR. 20 mm thick plaster. Please Enable Macros to View BoQ information |
