box type culvert

Amount

EXCAVATION IN SOIL ANY TYPE USING HYDRALUIC EXCAVATOR CK90 WITH HYDRALUIC EXCAVTOR OF 0.9CUM BUCKET CAPACITY INCULDING CUTTING ,TRIMMING BOTTOM AND SIDE SLOPE IN ACCORDANCE WITH REQUIREMENT OF LINES AND GRADES AND X-SECTION INCLUDING ALL LIFTS AND COMBINED LEAD UPTO 30MTR

PROVIDING AND LAYING PLAIN/RCC IN OPEN FOUNDATION COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICATION PCC GRADE M-15 INCLUDING SUPPLY AND CARRIAGE OF MATERIAL FROM APPREOVED QUARRY

PLAIN / RCC IN OPEN STRUCTURE COMPLETE AS PER DRAWNG AND TECHNICAL SPECIFICATION GRADE M-25 HEIGHT UPTO 1.50 MTR.WITH BATCHING PLANT TRANSIT MIXTURE AND CONCRETE PUMP INCLUDING SUPPLY AND CARRIAGE OF MATERIAL FROM APPROVED QUARRY

FURNISHING AND PLACING REINFORCED /PRESTRESSED CEMENT CONCRETE RCC GRADE M-25 AS PER DRAWING AND TECHINCAL SPECIFICATION. USING BATCHING PLANT, TRANSIT MIXER AND CONCRETE PUMP FOR SOLID SLAB SUPER STRUCTUER INCLUDING CENTRING AND SHUTTERING HEIGHT ABOVE 1.5 MTR.(CSR 22.1(BBI) (SUB STRUCTURE)

PROVIDING AND LAYING PLAIN /REINFORCED CEMENT CONCRETE IN SUB STRUCTURE COMPLETE AS PER DRAWING ANG TECHNICAL SPECIFCATION RCC GRADE M-20 WITH BATCHING PLANT TRANIST MIXER AND CONCRETE PUMPINCLUDEING SUPPLY AND CARRIAGE OF MATERIAL FROM APPROVED QUARRY

FURNISHING AND PLACING REINFORCED /PRESTRESSED CEMENT CONCRETE RCCGRADE M-30 AS PER DRAWING AND TECHINCAL SPECIFICATION. USING BATCHING PLANT, TRANSITMIXER AND CONCRETE PUMP FOR SOLID SLAB SUPER STRUCTUER INCLUDING CENTRING AND SHUTTERING HEIGHT UPTO 5M

FURNISHING AND PLACING REINFORCED/PRESTRESSED CONCRETE RCC GRADE M-40(SUPER STRUCTURE) USING BATCHING PLANT,TRANSIT MIXER , AND CONCRETE PUMP

STRUCTURAL STEEL WORK IN ANGLES,TEES,AND FLATS RIVETED OR WELDED INCLUDING CUTTING FIXING ALL GUSSET PLATES,BOLTS ,NUTS,RIVETS,WELDING ROD,ETC WITH HOISTING AND ERECTION IN POSITION

STEEL REINFORCEMENT GRADE FE 500 (IS 1786-2008) I/C BENDING & BINDING, S/O & C/O AND LOADING & UNLOADING OF STEEL COMPLETE IN ALL RESPECT AS PER PWD SPECIFICATIONS

PROVIDING AND FIXING IN POSITION GULLY TRAPS FIXED IN CEMENT CONCRETE 1:4:8 COMPLETE G.I. GULLY GRATING SIZE(210MM X 210MM) = 4NOS

PROVIDING AND LAYING , JOINTING , FIXING TESTING G.I. PIPES LINES B CLASS INCLUDING COST OF SPECIAL SUCH AS TEES , BENDS, SOCKETS,ELBOWS ETC CUTTING , THREADING AND TESTING IN TRENCHES IN THE GROUND CPMPLETE

• G.I. PIPE 100 MM DIA 0.85X 4 MTR = 3.4 MTR

• G.I. PIPE 65 MM DIA :- 2 X (18.032) = 36.06 MTR

FILLING EXPANSION JOINTS WITH SPECIAL IMPERVIOUS HOT POUR 12.5 MM WIDE PER M PER CM DEPTH INCLUDING SUPPLY ,CARRIAGE, OF MATERIAL COMPLETE IN ALL RESPECT

EXTRA FOR BITUMEN PAINTING AT THE RATE OF 0.69 KG/SQM

BACK FILLING BEHIND ABUTMENT , WING WALL AND RETURN WALL COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICATION SANDY MATERIAL

COMPACTION OF EARTHWORK IN 20 CM LAYERS, DRESSING, WATERING, ROLLING OF EARTH COMPLETE IN ALL RESPECT.

DISMANTLING OF BRICKWORK TILE MASONARY OR TILE LINING IN CEMENT SAND LIME MORTAR I/C T&P SCAFFOLDING WHERVER NECESSARY SORTING THE DISMANTLED MATERIAL DISPOSAL OF WHERE SERVICEABLE MATERIAL & STACKING THE SERVICEABLE MATERIAL WITH ALL LIFTS AND LEAD OF 100 METER (BY MECHANICAL MEANS )

DISMANTLING CONCRETE REINFORCED CEMENT CONCRETE I/C T&P SCAFFOLDING WHERVER NECESSARY SORTING THE DISMANTLED MATERIAL

TAKING OUT EXISTING C.C. INTERLOCKING PAVER BLOCK FROM FOOTPATH/CENTRAL VERGE / PAVEMENT INCLUDING REMOVAL OF RUBBISH ETC ,DISPOSAL OF UNSERVICEABLE MATERIAL TO THE DUMPING GROUND FOR WHICH PAYMENT SHALL BE MADE SEPRATELTY AND STACKING OF SEVICEABLE MATERIAL WITHIN 50MTR

DISMANTLING OF CEMENT CONCRETE PCC 1:3:6 MIX I/C T&P SCAFFOLDING WHERVER NECESSARY SORTING THE DISMANTLED MATERIAL

TAKING OUT DISMANTLED CAST IRON FLANGED OR SOCKETTED /G.I. /D.I. PIPES VALVES AND SPECIAL ETC OUTSIDE FROM THE TRENCHES MAND STACKING THE SAME UPTO 100MM INTERAL DIA OF PIPE

PROVIDING , STRINGING OUT CUTTING JOINTING AND TESTING OF ISI MARKED DI PIPES (S.S.) AS PER IS 18329 AND LAYING OF PIPE THE SAME IN TRENCHES TO CORRECT ALIGMENT AND GRADIENT JOINTED WITH RUBBER TYTONE JOINTING FITTED COMPLETE INCLUDING ALL CARTAGE COST OF RUBBERED RING 80MM DIA INCLUDING PIPE LINE LAID COMPLETE

EXTRA FOR FIXING OF DOUBLED FLANGED PIPE IN VERTICAL POSITION FOR OVERHEAD RESERVIOR AND STAND PIPE SCAFFOLDING , DARRICKS , JIMPOLES TOOLS AND PLANT ROPES GUYS ETC 80MM I/D PIPE LINE LAID COMPLETE

PROVIDING LAYING FIXING AND JOINTING PVC PIPE AS PER IS 4985 ALONG THE TRENCHES TO CORRECT ALIGMENT AND GRADIENTS CUTTING JOINTING AND TESTING COMPLETE 100MM DIA 10KGF

SUPPLY AND FIXING OF IS MARKED C.I. D JOINT COMPLETE WITH NUT BLOT AND RUBBER RING AS PER IS 8794 FOR REPAIR OF PIPE LINE INCLUDING CUTTING JOINTING AND TESTING ETC BUT EXCULDING COST OF EXCAVTION D JOINT – 80MM

PROVIDING AND LAYING FIRST CLASS BRICK WORK IN CSM 1:3 FOUNDATION AND PLINTH I/N S/O/C/O LOADING AND UNLOADING OF MATERIAL COMPLETE IN ALL RESPECT

PROVIDING, LOWERING IN TRENCHES TO CORRECT GRADIENT AND ALIGNMENT, JOINTING WITH TYTON RUBBER JOINT AND CUTTING OF REINFORCED CEMENT CONCRETE SPIGOT AND SOCKETED PIPES AND SPECIALS WITH RUBBER RING ISI MAREKD AS PER IS CODE IS 458-2003 INTO TRENCHES FOR ALL DEPTHS AND LAYING OUT THE SAME TO CORRECT ALIGNMENT, GRADIENTS, LEVELS ETC. CUTTING OF CONCRETE BEDS AND JOINTS HOLES, SUPPORTING THE PIPES AND SPECIALS IN CORRECT POSITION IN A SUITABLE RIGID MANNER WHILE THE SAME ARE BEING JOINTED AND UNTIL THE SURROUNDING BENCHINGS, HAUNCHES AND ENVELOPES ARE COMPLETED. THE PIPES SHALL REST ON THE BEDS AT ALL JOINTS THROUGH THEIR LENGTHS AND FIXING OF RUBBER RING, FACING, TESTING THE PIPES FOR LEAKAGE AND MAKING GOOD THE SAME LEAKAGE AND ALL DEFECTS TO THE ENTIRE SATISFACTION OF THE ENGINEER-IN-CHARGE INCLUDING ALL CARTAGE ETC 600MM I/D NP2

EXTRA FOR PROVIDING 1:2 CEMENT SAND MORTAR ON TYTONE RUBBER JOINT OF RCC PIPES HAVING SOCKETS EXTENDED OUT OF BARREL, IN TRENCHES INCLUDING FACING TROWELLING AND FINISHING THE JOINTS AT THE ANGLE OF 45 DEGREE WITH FACES OF SOCKET KEEPING JOINTS WET TILL CURED, TESTING THE PIPE JOINTS FOR LEAKPROOF AND MAKING GOOD ALL LEAKAGE AND DEFECTS AS PER SPECIFICATIONS.

REMOVING HUME PIPES 300MM TO 600 MM DIA

PROVIDING WEEP HOLES IN BRICK MASONRY/PLAIN/ REINFORCED CONCRETE ABUTMENT, WING WALL/ RETURN WALL WITH 100 MM DIA PVC PIPE, EXTENDING THROUGH THE FULL WIDTH OF THE STRUCTURE WITH SLOPE OF 1V :20H TOWARDS DRAWING FOCE. COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICATIONS

DISPOSAL OF MALBA USING HYRAULIC EXCAVATOR AND HYDRAULIC TRACTOR TROLLY I/C CUTTING AND LOADING IN TROLLY AND TRANSPORTING TO THE EMBANKMENT LOCATIONS WITH ALL LIFTS AND LEADS 6.50 KM

PREPARATION OF PLASTERED OR CONCRETE SURFACE FOR PAINTING (INCLUDING SAND PAPERING THE SURFACE) USING READY MIXED CEMENT BASED WALL PUTTY BY APPLYING TWO OR MORE COATS TO GET REQUIRED FINISH

APPLYING PRIMING COAT WITH CEMENT PRIMER IN ALL SHADE ON NEWLY PLASTERED OR CONCRETE EXTERIOR SURFACE

PAINTING TWO OR MORE COATS EXCLUDING PRIMING COAT WITH SYNTHETIC ENAMEL PAINT IN ALL SHADES ON WOOD WORK, METALLIC OR PLASTERED, CONCRETE SURFACE TO GIVE AN EVEN SHADE.

PROVIDING AND LAYING 80 MM THICK FACTORY MADE CEMENT CONCRETE INTERLOCKING PAVING BLOCKS OF M40 GRADE MANUFACTURED BY BLOCK MAKING MACHINE EQUIPPED WITH STEEL MOULD CLAMPED TO A STRONG VIBRATORY TABLE WITH HYDRAULIC PRESSURE FOR COMPACTION OF CONCRETE AS PER IRC SP 63 -2014 AND OF APPROVED SIZE AND DESIGN / SHAPE LAID IN ORDINARY GREY COLOUR AND PATTERN OVER AND INCLUDING 40 MM THICK COMPACTED BED OF COARSE SAND, FILLING THE JOINTS WITH FINE SAND ETC, ALL COMPLETE AS PER DIRECTIONS OF ENGINEER-INCHARGE. USING OLD TILE

First Class burnt brick work laid in cement sand mortar 1:3 in frist storey upto 4 meters above plinth level.

PROVIDING AND LAYING 80 MM THICK FACTORY MADE CEMENT CONCRETE INTERLOCKING PAVING BLOCKS OF M40 GRADE MANUFACTURED BY BLOCK MAKING MACHINE EQUIPPED WITH STEEL MOULD CLAMPED TO A STRONG VIBRATORY TABLE WITH HYDRAULIC PRESSURE FOR COMPACTION OF CONCRETE AS PER IRC SP 63 -2014 AND OF APPROVED SIZE AND DESIGN / SHAPE LAID IN ORDINARY GREY COLOUR AND PATTERN OVER AND INCLUDING 40 MM THICK COMPACTED BED OF COARSE SAND, FILLING THE JOINTS WITH FINE SAND ETC, ALL COMPLETE AS PER DIRECTIONS OF ENGINEER-INCHARGE.

ONKAR SHARMA CONTRACTOR

NARESH KUMAR DUGGAL