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| 1 | EXCAVATION FOR FOUNDATION UPTO 1.50 M LIFT INCLUDING REMOVING THE EXCAVATED MATERIALS UPTO A DISTANCE OF 50 METRES BEYOND THE BUILDING AREA AND LIFT AS SPECIFIED, STACKING AND SPREADING, NECESSARY DEWATERING UNLESS PROVIDED ELSEWHERE, PREPARING THE BED FOR THE FOUNDATION AND REQUIRED BACKFILLING, RAMMING, WATERING, SHORING AND STRUTTING ETC. COMPLETE AS DIRECETD IN EARTH, SOILS OF ALL TYPES, SAND, GRAVEL AND SOFT MURUM. |
| 2 | PROVIDING DRY/TRAP/GRANITE/QUARTZITE/GNEISS RUBBLE STONE SOLING 15 CM TO 20 CM THICK INCLUDING HAND PACKING AND COMPACTING COMPLETE AS DIRECTED BY EIC. (USING RCF RUBBLE) |
| 3 | PROVIDING DRY/TRAP/GRANITE/QUARTZITE/GNEISS RUBBLE STONE SOLING 15 CM TO 20 CM THICK INCLUDING HAND PACKING AND COMPACTING COMPLETE AS DIRECTED BY EIC. |
| 4 | PROVIDING & LAYING IN SITU CEMENT CONCRETE IN GRADE 1:3:6 OF TRAP METAL FOR COPING AND BEDDING AT MID HEIGHT/PARAPET LEVEL OF STONE/BRICK MASONRY AS DIRECTED BY EIC, INCLUDING FORMWORK, COMPACTING AND CURING ETC.COMPLETE AS DIRECTED BY EIC. |
| 5 | SUPPLY OF JCB WITH SHOVEL HAVING GRABBING/DOZING FACILITY AS PER REQUIREMENT INCLUDING OPERATOR, CLEANER, COST OF FUEL, OIL ETC. COMPLETE ON SHIFT BASIS (MINIMUM PAYMENT PAYABLE IS HALF SHIFT. A SHIFT CONSISTS OF 8 HRS. THE ACTUAL START OF WORK IS CONSIDERED AS ZERO TIME. LUNCH & BREAKDOWN SHAIL BE DEDUCTED FROM SHIFT TIMINGS) BREAKDOWN SHALL BE DEDUCTED FROM SHIFT TIMINGS) COMPLETE AS DIRECTED BY EIC |
| 6 | SUPPLY OF DUMPER/S INCLUDING DRIVER, CLEANER, COST OF FUEL, OIL ETC. COMPLETE ON SHIFT BASIS (MINIMUM PAYMENT PAYABLE IS HALF SHIFT. A SHIFT CONSISTS OF 8 HRS. THE ACTUAL START OF WORK IS CONSIDERED AS ZERO TIME. LUNCH & BREAKDOWN SHALL BE DEDUCTED FROM SHIFT TIMINGS) |
| 7 | PROVIDING AND LAYING IN SITU CEMENT CONCRETE M-25 OF TRAP / GRANITE / QUARTZITE / GNEISS METAL FOR RCC WORK IN FOUNDATIONS LIKE RAFT, STRIP FOUNDATIONS, GRILLAGE AND FOOTINGS OF RCC COLUMNS AND STEEL STANCHIONS ETC. INCLUDING BAILING OUT WATER, FORMWORK, COVER, BLOCKS COMPACTION AND CURING ROUGHENING THE SURFACE IF SPECIAL FINISH IS TO BE PROVIDED (EXCLDUING REINFORCEMENT AND STRUTURAL STEEL) COMPLETE AS DIRECTED BY EIC . |
| 8 | PROVIDING AND LAYING IN SITU CEMENT CONCRETE M-25 OF TRAP / GRANITE / QUARTZITE / GNEISS METAL FOR RCC COLUMNS AS PER DETAILED DESIGNS AND DRAWING OR AS DIRECTED INCLUDING CENTERING, FORMWORK, COVER BLOCKS COMPACTION AND ROUGHENING THE SURFACE IF SPECIAL FINISH IS TO BE PROVIDED AND CURING COMPLETE (EXCLUDING REINFORCEMENT). |
| 9 | PROVIDING AND CASTING IN SITU CEMENT CONCRETE M-25 OF TRAP / GRANITE / QUARTZITE / GNEISS METAL FOR RCC BEAMS, LINTELS AS PER DETAILED DESIGNS & DRAWINGS OR AS DIRECTED INCLUDING CENTERING, FORMWORK, COVER BLOCKS COMPACTION & ROUGHENING THE SURFACE IF SPECIAL FINISH IS TO BE PROVIDED & CURING COMPLETE AS DIRECTED BY EIC. (EXCLUDING REINFORCEMENT) |
| 10 | PROVIDING AND CASTING IN SITU CEMENT CONCRETE M-25 OF TRAP / GRANITE / QUARTZITE / GNEISS METAL FOR RCC PARDI AS PER DETAILED DESIGNS & DRAWINGS OR AS DIRECTED INCLUDING CENTERING, FORMWORK, COVER BLOCKS COMPACTION & ROUGHENING THE SURFACE IF SPECIAL FINISH IS TO BE PROVIDED & CURING COMPLETE AS DIRECTED BY EIC. (EXCLUDING REINFORCEMENT) |
| 11 | PROVIDING AND FIXING FE-500 STEEL BAR REINFORCEMENT OF (CONFIRMING TO IS CODE) OF VARIOUS DIAMAETERS FOR RCC PILE CAPS, FOOTINGS, FOUNDATIONS, SLABS, BEAMS, COLUMNS, CANOPIES, STAIRCASE, NEWELS, CHAJJAS, LINTELS, PARDIS, COPINGS, FINS, ARCHES ETC. AS PER DETAILED DESIGNS,DRAWINGS AND SCHEDULES INCLUDING CUTTING, BENDING, HOOKING THE BARS BINDING WITH WIRES OR TACK WELDING, COVER BLOCK SUPPORTING AS REQUIRED ETC. COMPLETE AS DIRECTED BY EIC |
| 12 | RE-FIXING EXISTING Y SHAPE ANGLES IN BOUNDARY WALL TOP IN POSITION (Y SHAPE WILL BE 4 INCH ABOVE THE TOP OF BOUNDARY WALL) INCLUDING SCAFFOLDING, TRANSPORTING THE ANGLES TO WORK SITE FROM CIVIL OFFICE/STORES, ETC. COMPLETE. (CUTTING, WELDING, FIXING FOR GROUTING OF EXISTING ANGLES AS DIRECTED BY EIC). |
| 13 | PROVIDING AND FIXING 750 MM DIA G.I. CONCERTINA BARBED RAZOR TAPE COIL OF RIBBON WIDTH 19MM & GAUGE OF 0.5MM WITH CENTRAL CORE WIRE OF 12 SWG TO BE PROVIDED/FIXED TO Y SHAPE ANGLE. THE CONCERTINA COIL SHOULD BE FIXED TO ANGLE WITH M.S. FLAT 25 MM X 5 MM THICK ON BOTH SIDES AS RUNNER WITH PITCH NOT MORE THAN 6.5 INCH. ALL STEEL WORK SHALL BE PAINTED WITH RED OXIDE PRIMER & TWO COATS OF OIL PAINT, COMPLETE AS DIRECTED BY EIC |
| 14 | REMOVAL OF EXISTING COIL, STRAIGHTENING AND REFIXING OF COIL AS PER EXISTING PITCH INCLUDING FLAT WELDING IF REQUIRED, INCLUDING REMOVAL OF BUSHESH AND SHRUBS FROM THE COIL AREA.COMPLETE AS DIRECTED BY EIC. |
| 15 | PROVIDING AND FABRICATING STRUCTURAL STEEL WORK IN ROLLED SECTIONS LIKE JOISTS, CHANNELS, ANGLES, TEES ETC. AS PER DETAILED DESIGNS AND DRAWING INCLUDING FIXING IN POSITION WITHOUT CONNECTING PLATES, BRACES ETC. AND ONE COAT OF ANTICORROSIVE PAINT AND OVER IT TWO COAT OF OIL PAINTINGS OF APPROVED QUALITY AND SHADE COMPLETE AS DIRECTED BY EIC. |
| 16 | PROVIDING AND FIXING MILD STEEL GRILL WORK FOR DRAINAGE ETC. 20 KG/SQ.M. AS PER DRAWING INCLUDING FIXTURES NECESSARY WELDING AND PAINTING WITH ONE COAT OF ANTICORROSIVE PAINT AND TWO COATS OF OIL PAINTING ETC.COMPLETE AS DIRECTED BY EIC. |
| 17 | PROVIDING UNCOARSED RUBBLE MASONRY OF TRAP / GRANITE / GNEISS / STONES IN CEMENT MORTAR 1:6 IN FOUNDATION , PLINTH ANDSUPERSTRUCTUREOF INNER WALLS / IN PLINTH OF EXTERNAL WALLS INCLUDING BAILING OUT WATER, STRIKING JOINTS ON UN EXPOSED FACES AND WATERING COMPLETE. (RCF RUBBLE TO BE RECOVERED AS PER NIT) |
| 18 | PROVIDING FLUSH POINTING WITH CEMENT MORTAR 1:3 FOR STONE MASONRY INCLUDING SCAFFOLDING AND CURING COMPLETE. |
| 19 | PROVIDING SECOND CLASS BURNT BRICK MASONRY WITH CONVENTIONAL/I.S. TYPE BRICKS IN CEMENT MORTAR 1:6 IN FOUNDATION , PLINTH & SUPERSTRUCTURE INCLUDING STRIKING JOINTS, RACKING OUT JOINTS, WATERING AND SCAFFOLDING COMPLETE. |
| 20 | PROVIDING CEMENT PLASTER 12 MM THICK IN SINGLE COAT IN CEMENT MORTAR 1:4 WITHOUT NEERU FINISH TO STONE/BRICK MASONRY, IN ALL POSITIONS INCLUDING SCAFFOLDING AND CURING COMPLETE. |
