Construction of VR Bridge at RD 543065 of Sirhind Choe near Fatehgarh Sahib

Amount

EARTH WORK IN EXCVATION OF FOUNDATION OF STRUCTURE AS PER DRAWING AND TECHNICAL SPECIFICATION, INCLUDING SETTING OUT, CONSTRUCTION OF SHORING AND BRACING, REMOVAL OF STUMPS AND OTHER DELETERIOUS MATTER, DRESSING OF SIDE AND BOTTOM AND BACKFILLING WITH APPROVED MATERIAL Mechanical mean:-

DEPTH UP TO 3 M

DEPTH ABOVE 3 M & UP TO 6 M

LAYING OF P.C.C 1:3:6 (M-10) NOMINAL MIX IN FOUNDATION WITH CRUSHED STONE AGGREGATE 40MM NOMINAL SIZE MECHANICALLY MIXED AND PLACED IN FOUNDATION INCLUDING SUPPLY AND CARRIAGE OF MATERIAL FROM APPROVED QUARRY COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICATION

LAYING OF P.C.C M-15 IN OPEN FOUNDATION INCLUDING SUPPLY AND CARRIAGE OF MATERIAL FROM APPROVED QUARRY COMPLETE AS PER DRAWNG AND TECHNICAL SPECIFICATION

RCC GRADE M-25 IN OPEN FOUNDATION INCLUDING SUPPLY AND CARRIAGE OF MATERIAL FROM APPROVED QUARRY COMPLETE AS PER DRAWNG AND TECHNICAL SPECIFICATION (FOUNDATION /PLINTH DEPTH UPTO 1.50 MTR.)

LAYING RCC GRADE M 25 HEIGHT UPTO 5 M- USING BATCHING PLANT, TRANSIT MIXER AND CONCRETE PUMP (DEPTH ABOVE 1.5 MTR) IN SUB_STRUCTURE (BOTTOM CUP SLAB) INCLUDING SUPPLY AND CARRIAGE OF MATERIAL FROM APPROVED QUARRY COMPLETE AS PER DRAWING AND TECHINCAL SPECIFICATION

LAYING RCC GRADE M 20 HEIGHT UPTO 5 M- USING BATCHING PLANT, TRANSIT MIXER AND CONCRETE PUMP IN SUB_STRUCTURE INCLUDING SUPPLY AND CARRIAGE OF MATERIAL FROM APPROVED QUARRY COMPLETE AS PER DRAWING AND TECHINCAL SPECIFICATION

FURNISHING AND PLACING REINFORCED/ PRESTRESSED CEMENT CONCRETE RCC GRADE M 30 INCLUDING SUPPLY AND CARRIAGE OF MATERIAL FROM APPROVED QUARRY AS PER DRAWING AND TECHNICAL SPECIFICATION. RCC M 30 USING BATCHING PLANT, TRANSIT MIXER AND CONCRETE PUMP - FOR SOLID SLAB SUPER-STRUCTURE INCLUDING CENTERING AND SHUTTERING HEIGHT UPTO 5 M

FURNISHING AND PLACING REINFORCED/PRESTRESSED CONCRETE RCC GRADE M-40 (SUPER STRUCTURE) INCLUDING SUPPLY AND CARRIAGE OF MATERIAL FROM APPROVED QUARRY AS PER DRAWING AND TECHNICAL SPECIFICATION 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 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 100MM DIA

G.I. PIPE 65 MM DIA

PROVIDING AND FIXING IN POSITION GULLY TRAPS FIXED IN CEMENT CONCRETE 1:4:8 COMPLETE

FILLING EXPANSION JOINT WITH SPECIAL IMPERVIOUS HOT POUR 12.5 MM WIDE INCLUDING ALL MATERIAL COMPLETE IN ALL RESPECT

FILLER JOINT : PROVIDING AND FILLING JOINT SEALING COMPOUND INCLUDING ALL MATERIAL AS PER DRAWINGS AND TECHINCAL SPECIFICATIONS WITH COARSE SAND AND 6% BITUMEN BY WEIGHT-10MM DEPTH , 20MM EXPANSION JOINT, 100 MM DEEP

EXTRA FOR BITUMEN PAINTING @ 0.69 kg/Sqmt

FILLING STONES OR SPALLS INTO CRATES AND HAND PACKING INCLUDING SUPPLY OF BOULDER STONE AND CARRIAGE FROM APPROVED QUARY, LOADING AND UNLOADING COMPLETE IN ALL RESPECT

WEAVING OF MSA WIRE CRATES NETTING 15 CM X 15 CM MESH I/C BINDING SIDES AND PARTITIONS INCLUDING SUPPLY OF MSA WIRE 4MM DIA AS PER PWD SPECIFICATIONS

LAYING FIRST CLASS BRICK MASONRY IN 1:3 C.S. M. IN FOUNDATION UPTO PLINTH INCLUDING S/O AND C/O MATERIAL COMPLETE IN ALL RESPECTS

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

EARTH WORK FOR LIP CUTTING FOR IRRIGATION OF CHANNEL INCLUSIVE OF ALL ALLOWANCE LEADS AND DRESSING 1.5 TO 3.5 MTR DEPTH

EARTH WORK FOR LIP CUTTING FOR IRRIGATION OF CHANNEL INCLUSIVE OF ALL ALLOWANCE LEADS AND DRESSING 0 TO 1.5MTR DEPTH

DRESSING OF SIDE SLOPE AND PREPRATION OF SUB GRADE FOR LINING COMPLETE IN ALL RESPECT

CONCRETE LINING CEMENT 100 MM THICK OR LESS LAID MANUALLY FOR IRRIGATION CHANNELS, USING CEMENT CONCRETE M-15 MIXED IN AN AUTOMATIC COMPUTERIZED BATCHING & MIXING PLANT AND TRANSPORTED TO THE SITE IN TRANSIT MIXERS WITH AN AVERAGE LEAD OF 1 KM

PROVIDING AND LAYING CEMENT CONCRETE M-15 FOR COPING MIXED IN AN AUTOMATIC COMPUTERIZED BATCHING & MIXING PLANT AND TRANSPORTED TO THE SITE IN TRANSIT MIXER COMPLETE IN ALL RESPECT IN PWD SPECIFICATION

PROVIDING AND LAYING CEMENT CONCRETE M-15 FOR SLEEPERS MIXED IN AN AUTOMATIC COMPUTERIZED BATCHING & MIXING PLANT AND TRANSPORTED TO THE SITE IN TRANSIT MIXER COMPLETE IN ALL RESPECT IN PWD SPECIFICATION

REHANDLING OF EARTH WORK USING HYDRAULIC EXCAVATOR CK 90. EXCAVATION WITH HYDRAULIC EXCAVATOR OF 0.9 CUM BUCKET CAPACITY INCLUDING CUTTING AND LOADING IN TIPPERS, TRIMMING BOTTOM AND SIDE SLOPES, IN ACCORDANCE WITH REQUIREMENTS OF LINES, GRADES AND CROSS SECTIONS, ALL LIFTS AND LEAD UP TO 60M

CLEARANCE OF SLUSH FORM THE BED OF DRAIN BY MECHANICALLY MEANS

CARRIAGE OF SLUSH LEAD UPTO 1KM USING HYDRAULIC JCB AND HYDRAULIC TRACTOR TROLLY WITH DISPOSAL UPTO 450 MTR. INCLUDING CUTTING AND LOADING IN TORLLEY, TRIMMIMG BOTTOM AND SIDE SLOPES IN ACCORDANCE WITH AVG. LEAD 1 KM

PROVIDING AND LAYING 80MM THICK FACTORY MADE CEMENT CONCRETE INTERLOCKING PAVER BLOCK OF M-40 GRADE MADE BY BLOCK MAKING MACHINE WITH STRONG VIBRATORY COMPACTION

PROVIDING AND LAYING OF FILTER MEDIA WITH GRANULAR MATERIALS/STONE CRUSHED AGGREGATES SATISFYING THE REQUIREMENTS LAID DOWN IN CLAUSE 2504.2.2. OF MORTH SPECIFICATIONS TO A THICKNESS OF NOT LESS THAN 600MM WITH SMALLER SIZE TOWARDS THE SOIL AND BIGGER SIZE TOWARDS THE WALL AND PROVIDED OVER THE ENTIRE SURFACE BEHIND ABUTMENT TO THE FULL HEIGHT COMPACTED TO A FIRM CONDITION INCLUDING SUPPLY AND CARRIAGE OF MATERIAL FROM APPROVED QUARRY COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICATIONS

PROVIDING AND LOWERING OF NP2 1200MM DIA RCC HUME PIPE COMPLETE

Dismentling of brick work in cement sand mortar 1:4 of exisitng Vr Bridge

Dismentling of Prestressed/RCC slab i/c T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material & Staking the serviceable material & staking the serviceable materail with all lifts & lead of 100 mtr

PUTTING 1:3 CEMENT WATER SLURRY WITH CEMENT @2.25KG/SQM ON PREPARED BED AND SIDE SLOPE BEFORE LAYING CONCRETE ON BED AND SIDE SLOPE COMPLETE AS PWD SPECIFICATION

M/S PCG CONTRACTORS & BUILDERS