Civil work@Sangrur Terminal

EXCAVATION & BACKFILLING — EARTHWORK IN EXCAVATION FOR DEPTH UP TO 2.0 METERS FOR ROADS, DRAINS, PAVEMENTS, WATER HARVESTING PITS, WATER HARVESTING PONDS, FOUNDATIONS, BOX CUTTING, EQUIPMENT FOUNDATION ETC, IN ORDINARY SOILS INCLUDING DISINTEGRATED ROCK/GRAVELS, RUBBLE ETC. (EXCLUDING ONLY HARD ROCK AND CONCRETE), IN BOTH DRY AND WET CONDITIONS, INCLUDING PUMPING AND BAILING OUT SURFACE AND SUBSOIL WATER, SHORING, STRUTTING, SLUSH REMOVAL, INCLUDING BACK FILLING IN ALL POSITION, IN LAYER OF 150 MM AT ALL HEIGHTS AND DEPTHS AS PER DRAWING AND SPECIFICATIONS WHEREVER REQUIRED, IN FOUNDATION PITS AND OTHER PLACES WITH EXCAVATED SUITABLE SURPLUS EARTH, INCLUDING RECLAIMING FROM SPOIL HEAPS KEPT ELSEWHERE INCLUDING DRESSING AND LEVELING, WATERING AND MECHANICAL COMPACTION ETC, TRANSPORTING SURPLUS UNSERVICEABLE SOIL AT AN UNOBJECTIONABLE PLACE INSIDE THE PREMISES AND SPREADING IN LAYERS AND AS PER SPECIFICATIONS AND DIRECTION OF ENGINEER. THE MEASUREMENT FOR PAYMENT SHALL BE FOR THE THEORETICAL VOLUME ONLY AND IT SHALL BE THE VOLUME OF THE BLOCK OF THE EXCAVATION HAVING MAXIMUM BOTTOM DIMENSION OF THE LEVELING COURSE/PCC AS PER DRAWING AND TO THE DEPTH SPECIFIED. (THE CONTRACTOR SHALL TAKE INTO ACCOUNT IN HIS RATE, THE PROVISION FOR EXCESS EXCAVATION FOR NECESSARY WORKING SPACE, SLOPE, STEPS ETC, REQUIRED FOR EXCAVATION, SAFETY AND OTHER ALLIED WORKS AND REFILLING THE SIDE SLOPES AND WORKING SPACE ETC. ADEQUATE PROTECTION FOR SAFETY OF LABOR, MATERIALS, ADJOINING PROPERTY, SERVICES, STRUCTURES, ETC.) SCOPE ALSO INCLUDES REMOVAL OF TREES, STUMPS AND ROOTS TO FULL EXTENT, REMOVAL OF ALL VEGETATION INCLUDING BUSHES AND GRASS, DEWATERING, TAKING SPOT LEVELS AT 5 M C/C IN GRID PATTERN, LEVELING, DRESSING AND ROLLING THE EXCAVATED SURFACE, LOADING, TRANSPORTATION OF SURPLUS EARTH TO AN UNOBJECTIONABLE PLACE INSIDE THE SITE PREMISES, SPREADING, LEVELING AS PER INSTRUCTIONS OF THE ENGINEER IN CHARGE. JOB ALSO INCLUDES BACK FILLING OF EXCAVATED EARTH AS DIRECTED BY HPCL AT NO EXTRA COST IN EXCAVATED PLACE LIKE FOUNDATIONS, PITS ETC.THE CONTRACTOR SHALL TAKE INTO ACCOUNT IN HIS RATE, THE PROVISION FOR EXCESS EXCAVATION REQUIRED FOR NECESSARY WORKING SPACE, CUTTING IN SLOPES ETC., WHICH MAY BE REQUIRED FOR EXCAVATION, SAFETY AND OTHER ALLIED WORKS AND REFILLING THE SIDE SLOPES AND WORKING SPACE IN LAYERS AS PER REQUIREMENT.THE JOB TO BE EXECUTED AS PER ATTACHED TECHNICAL SPECIFICATIONS, JOB PROCEDURES ETC. COMPLETE AND AS DIRECTED BY ENGINEER-IN-CHARGE.

EXCAVATION & BACKFILLING — ORDINARY SOIL, SOFT ROCK/RUBBLE: EARTHWORK IN EXCAVATION FOR DEPTH FROM 2 TO 5 METERS FOR ROADS, DRAINS, PAVEMENT, WATER HARVESTING PITS, WATER HARVESTING PONDS, FOUNDATION, BOX CUTTING, EQUIPMENT FOUNDATION ETC, IN ORDINARY SOILS INCLUDING DISINTEGRATED ROCK/GRAVELS, RUBBLE ETC. (EXCLUDING ONLY HARD ROCK AND CONCRETE), IN BOTH DRY AND WET CONDITIONS, INCLUDING PUMPING AND BAILING OUT SURFACE AND SUBSOIL WATER, SHORING, STRUTTING, SLUSH REMOVAL, INCLUDING BACKFILLING IN ALL POSITION, IN LAYERS OF 150 MM AT ALL HEIGHTS AND DEPTHS AS PER DRAWING AND SPECIFICATIONS WHEREVER REQUIRED, IN FOUNDATION PITS AND OTHER PLACES WITH EXCAVATED SUITABLE SURPLUS EARTH, INCLUDING RECLAIMING FROM SPOIL HEAPS KEPT ELSEWHERE INCLUDING DRESSING AND LEVELING, WATERING AND MECHANICAL COMPACTION ETC, TRANSPORTING SURPLUS UNSERVICEABLE SOIL AT AN UNOBJECTIONABLE PLACE INSIDE THE PREMISES AND SPREADING IN LAYERS AND AS PER SPECIFICATIONS AND DIRECTION OF ENGINEER. THE MEASUREMENT FOR PAYMENT SHALL BE FOR THE THEORETICAL VOLUME ONLY AND IT SHALL BE THE VOLUME OF THE BLOCK OF THE EXCAVATION HAVING MAXIMUM BOTTOM DIMENSION OF THE LEVELING COURSE/PCC AS PER DRAWING AND TO THE DEPTH SPECIFIED. (THE CONTRACTOR SHALL TAKE INTO ACCOUNT IN HIS RATE, THE PROVISION FOR EXCESS EXCAVATION FOR NECESSARY WORKING SPACE, SLOPE, STEPS ETC, REQUIRED FOR EXCAVATION, SAFETY AND OTHER ALLIED WORKS AND REFILLING THE SIDE SLOPES AND WORKING SPACE ETC, ADEQUATE PROTECTION FOR SAFETY OF LABOR, MATERIALS, ADJOINING PROPERTY, SERVICES, STRUCTURES, ETC.) SCOPE ALSO INCLUDES REMOVAL OF TREES, STUMPS AND ROOTS TO FULL EXTENT, REMOVAL OF ALL VEGETATION INCLUDING BUSHES AND GRASS, DEWATERING, TAKING SPOT LEVELS AT 5 M C/C IN GRID PATTERN, LEVELING, DRESSING AND ROLLING THE EXCAVATED SURFACE, LOADING, TRANSPORTATION OF SURPLUS EARTH TO AN UNOBJECTIONABLE PLACE INSIDE THE SITE PREMISES, SPREADING, LEVELING AS PER INSTRUCTIONS OF THE ENGINEER IN CHARGE. JOB ALSO INCLUDES BACKFILLING OF EXCAVATED EARTH AS DIRECTED BY HPCL AT NO EXTRA COST IN EXCAVATED PLACE LIKE FOUNDATION, PITS ETC. THE CONTRACTOR SHALL TAKE INTO ACCOUNT IN HIS RATE, THE PROVISION FOR EXCESS EXCAVATION REQUIRED FOR NECESSARY WORKING SPACE, CUTTING IN SLOPES ETC, WHICH MAY BE REQUIRED FOR EXCAVATION, SAFETY AND OTHER ALLIED WORKS AND REFILLING THE SIDE SLOPES AND WORKING SPACE IN LAYERS AS PER REQUIREMENT. THE JOB TO BE EXECUTED AS PER ATTACHED TECHNICAL SPECIFICATIONS, JOB PROCEDURES ETC. COMPLETE AND AS DIRECTED BY ENGINEER-IN-CHARGE.

SPLY & FILG EARTH — EARTH FILLING IMPORTED: SUPPLY OF GOOD QUALITY APPROVED AND CONTROLLED EARTH FILLING IN SITE GRADING AND ROAD EMBANKMENTS WITH GOOD QUALITY IMPORTED EARTH FROM APPROVED SOURCE IN LAYERS OF 150 MM AND COMPACTED UP TO 95 PERCENTAGE TO ITS MODIFIED PROCTOR DENSITY OR AS PER DIRECTION OF ENGINEER-IN-CHARGE UP TO REQUIRED DEPTH AND ANY PLAN DIMENSION INCLUDING COST OF ALL LABOUR, TOOLS, EQUIPMENT, HIRE CHARGES, COST OF BORROWED EARTH BY WAY OF ROYALTIES, RIGHT OF WAY, TAXES, TRANSPORTATION, TESTING, WATERING, ROLLING EACH LAYER WITH 8 TONNE TO 10 TONNE ROLLER IN OPEN AREA AND BY 1 TONNE TO 2 TONNE ROLLER OR WOODEN OR STEEL RAMMER IN CONFINED AREA, AND DRESSING/FILLING UP GROUND DEPRESSIONS ETC. COMPLETE IN ALL RESPECT AS PER SCOPE OF WORK, DETAILED CONSTRUCTION DRAWINGS, AS PER TECHNICAL SPECIFICATIONS AND DIRECTIONS OF THE ENGINEER-IN-CHARGE. PAYMENT SHALL BE MADE FOR NET VOLUME OF COMPACTED EARTH AS PER LEVELS RECORDED JOINTLY. THE CONTRACTOR SHALL OBTAIN PRIOR PERMISSION FROM CONCERNED STATUTORY AUTHORITIES AS NECESSARY FOR SOURCING OF EARTH REQUIRED FOR FILLING AS MENTIONED ABOVE AND PAY ROYALTY ETC, AS APPLICABLE FOR THE SAME. COPIES OF RECEIPT OF ROYALTY PAID BY THE CONTRACTOR SHOULD BE SUBMITTED TO HPCL/APPROVED MAKE FOR THEIR RECORD BEFORE BRINGING THE MATERIAL TO SITE. NO SEPARATE PAYMENT WILL BE MADE BY HPCL/APPROVED MAKE TOWARDS REIMBURSEMENT OF ROYALTY OR ANY OTHER LEVIES WHICH SHALL BE INCLUDED IN THE RATES QUOTED BY THE PARTY. THE CONTRACTOR SHALL BRING THE EARTH AND STOCK THE SAME AS PER THE DIRECTIONS OF ENGINEER-IN-CHARGE.

SPLY AND FILLING OF SAND — SUPPLYING AND FILLING APPROVED QUALITY ZONE-II/ZONE-III SAND CONFORMING TO IS:383 FOR UNDER FLOOR, TRENCHES, PITS ETC, AT ALL LOCATION IN LAYERS OF 100 MM COMPACTED THICKNESS ACHIEVED AFTER COMPACTION, INCLUDING WATERING, ROLLING AND RAMMING, ALL LEAD, LIFT AND DEPTH COMPLETE AS PER DRAWING AND SPECIFICATION AND DIRECTION OF THE ENGINEER-IN-CHARGE.

ANTI TERMITE TREATMENT — ANTI-TERMITE TREATMENT: SUPPLYING AND INJECTING WITH APPROVED QUALITY CHEMICAL EMULSION AT THE RATES AND CONCENTRATIONS AS PER IS-6313 (LATEST REVISION) FOR PRE CONSTRUCTIONAL ANTI TERMITE TREATMENT AND CREATING A CHEMICAL BARRIER UNDER AND ALL ROUND THE COLUMN PITS, FOUNDATION, WALL TRENCHES, PLINTH FILLING, JUNCTIONS OF WALL AND FLOOR, EXPANSION JOINTS, APRON, SURROUNDING OF PIPES, CONDUITS ETC., ALONG THE PERIMETER OF THE BUILDING/SHED INCLUDING ALL BYE WORKS COMPLETE AS PER SPECIFICATION AND DIRECTION OF ENGINEER (ONLY GROUND FLOOR PLINTH AREA OF THE BUILDING WILL BE MEASURED FOR THE PAYMENT. WORK TO BE EXECUTED BY HPCL APPROVED AGENCY AND SPECIFIED GUARANTEE TO BE EXTENDED. - THE ANTI-TERMITE TREATMENT SHALL BE PROVIDED AS PER BIS 6313(PART-2)-LATEST REVISION. THE CHEMICALS USED SHALL BE ANY ONE OR COMBINATION OF THE FOLLOWING WITH CONCENTRATION SHOWN AGAINST EACH IN AQUEOUS EMULSION: CHEMICALS CONCENTRATION: AS PER "IS SPECIFICATION" OR RECOMMENDED BY MANUFACTURER AND APPROVED BY HPCL. ANY CHEMICAL WHICH IS BANNED SHALL NOT BE USED.METHOD OF INJECTION PROCEDURE IS TO BE SUBMITTED BY THE VENDOR FOR THE HPCL APPROVAL.

SPLY & LAYG OF PCC 1:2:4 — SUPPLYING AND LAYING PLAIN CEMENT CONCRETE OF MIX (1:2:4) WITH STONE AGGREGATE OF 20 MM DOWN SIZE (INCLUDING SHUTTERING IF REQUIRED) IN PAVEMENT, DRIVEWAYS, DRAIN, CULVERT, HUME PIPE ENCASING, WATER HARVESTING SYSTEM, RECHARGE PIT, FOUNDATION, FLOOR, PIPELINE, PIT, PLINTH PROTECTION, PLINTH BEAM BASE, BRICK MASONRY BONDING, TRENCHES, COPING OF WALL, ETC, AT ALL DEPTH AND HEIGHT COMPLETE ALL AS PER DRAWING AND SPECIFICATION AND INSTRUCTION OF THE ENGINEER-IN-CHARGE. THE JOB TO BE EXECUTED AS PER ATTACHED TECHNICAL SPECIFICATIONS, JOB PROCEDURES ETC. COMPLETE AND AS DIRECTED BY ENGINEER-IN-CHARGE.

SPLY & LAYG OF PCC 1:3:6 — SUPPLYING AND LAYING PLAIN CEMENT CONCRETE OF MIX (1:3:6) WITH STONE AGGREGATE OF 20 MM DOWN SIZE (INCLUDING SHUTTERING IF REQUIRED) IN PAVEMENT, DRIVEWAY, DRAIN, CULVERTS, HUME PIPE ENCASING, WATER HARVESTING SYSTEM, RECHARGE PIT, FOUNDATION, FLOOR, PIPELINE, PIT, PLINTH PROTECTION, PLINTH BEAM BASE, BRICK MASONRY BONDING, TRENCHES, COPING OF WALL, ETC, AT ALL DEPTHS AND HEIGHT COMPLETE ALL AS PER DRAWING AND SPECIFICATION AND INSTRUCTION OF THE ENGINEER-IN-CHARGE. THE JOB TO BE EXECUTED AS PER ATTACHED TECHNICAL SPECIFICATIONS, JOB PROCEDURES ETC. COMPLETE AND AS DIRECTED BY ENGINEER-IN-CHARGE.

RCC M30 GRADE SUB — M30 (WITH MIN CEMENT CONSUMPTION AS 400 KG/CUBIC METER): REINFORCED CEMENT CONCRETE: PROVIDING AND LAYING IN POSITION MACHINE BATCHED AND MACHINE MIXED DESIGN MIX/READY MIXED OF FOLLOWING GRADE FOR REINFORCED CEMENT CONCRETE WORK FOR ALL WORKS IN ALL LEVELS FOR DYKE WALL, FENCING FOUNDATIONS, PIPE CULVERTS, BOX CULVERTS, RAIN WATER HARVESTING PITS, BUILDING AND STRUCTURE FOUNDATIONS, BEAM, UNDERGROUND RAFT FOUNDATION, COLUMNS, PLINTH BEAMS, TIE BEAMS, FLOORING, RETAINING WALL, CHHAJJA, LINTEL, TIE BEAM, STAIRCASE, ETC. USING 20 MM DOWN SIZE GRADED AGGREGATE AT ALL DEPTH AND HEIGHT USING CEMENT CONTENT AS PER APPROVED DESIGN MIX MANUFACTURED IN FULLY AUTOMATIC BATCHING PLANT AND TRANSPORTED TO SITE OF WORK IN TRANSIT MIXER FOR ALL LEADS, HAVING CONTINUOUS AGITATED MIXER, MANUFACTURED AS PER MIX DESIGN OF SPECIFIED GRADE FOR REINFORCED CEMENT CONCRETE WORK INCLUDING PUMPING OF RMC AS APPLICABLE, INCLUDING COST OF CENTERING, SHUTTERING AND ADMIXTURES IN RECOMMENDED PROPORTIONS AS PER IS: 9103 TO ACCELERATE/RETARD SETTING OF CONCRETE (IMPROVE WORKABILITY WITHOUT IMPAIRING STRENGTH AND DURABILITY) BUT EXCLUDING COST OF REINFORCEMENT AS PER DIRECTION OF ENGINEER-IN-CHARGE. MECHANICAL MIXERS WITH HOPPER ALONG WITH WEIGH BATCHER SHALL ALSO BE PERMITTED FOR USE AT SITE WITH THE APPROVAL OF ENGINEER-IN CHARGE TO PRODUCE DESIGN MIX CONCRETE OF SPECIFIED GRADE. SCOPE OF JOB ALSO INCLUDE PROVIDING SUITABLE ACANTHINE OR EQUIVALENT SHEETS OF SUITABLE THICKNESS FOR RCC. RATE TO INCLUDE COST OF ALL LABOR, TOOLS, TACKLES, EQUIPMENT, HIRE CHARGES, SUPPLY OF ALL MATERIALS SUCH AS MINIMUM 43 GRADE OPC CEMENT, COARSE AND FINE AGGREGATES, ADMIXTURES, OTHER MINOR CONSTRUCTION MATERIALS, TESTING OF CONCRETE, CURING ETC. WITH ALL BYE WORKS COMPLETE. IN CASE PPC IS USED INSTEAD OF OPC, THE REMOVAL OF SHUTTERING/SUPPORT SHALL BE AFTER 50% MORE TIME FROM THAT BEING APPLIED FOR OPC, UNLESS OTHERWISE PERMITTED BY THE CONSULTANT. FOR CONCRETE TEMPERATURE ABOVE 40°C, STRIPPING TIME SHALL BE INCREASED. SCOPE ALSO INCLUDES, PROVIDING 5 MM WIDE 12 MM DEEP GROOVE BY GROOVE CUTTING MACHINE IN CONSTRUCTION JOINT IN RCC FLOORING, PROVIDING AND FILLING WITH BITUMINOUS SAND SEALANT INCLUDING APPROVED PRIMER ALL COMPLETE AS PER DRAWING, SPECIFICATION AND INSTRUCTION OF ENGINEER. VENDOR SHALL SUBMIT DESIGN MIX FOR APPROVAL BY HPCL/APPROVED MAKE PRIOR TO EXECUTION OF WORK ALONG WITH TEST REPORT. THE JOB TO BE EXECUTED AS PER ATTACHED TECHNICAL SPECIFICATIONS, JOB PROCEDURES ETC. COMPLETE AND AS DIRECTED BY ENGINEER-IN-CHARGE.

RCC -M30 GRADE SUPER — M30 (WITH MIN CEMENT CONSUMPTION AS 400 KG/CUBIC METER): REINFORCED CEMENT CONCRETE: PROVIDING AND LAYING IN POSITION MACHINE BATCHED AND MACHINE MIXED DESIGN MIX/READY MIXED OF FOLLOWING GRADE FOR REINFORCED CEMENT CONCRETE WORK FOR ALL WORKS IN ALL LEVELS FOR DYKE WALL, FENCING FOUNDATIONS, PIPE CULVERTS, BOX CULVERTS, RAIN WATER HARVESTING PITS, BUILDING AND STRUCTURE FOUNDATIONS, BEAM, UNDERGROUND RAFT FOUNDATION, COLUMNS, PLINTH BEAMS, TIE BEAMS, FLOORING, RETAINING WALL, CHHAJJA, LINTEL, TIE BEAM, STAIRCASE, ETC. USING 20 MM DOWN SIZE GRADED AGGREGATE AT ALL DEPTH AND HEIGHT USING CEMENT CONTENT AS PER APPROVED DESIGN MIX MANUFACTURED IN FULLY AUTOMATIC BATCHING PLANT AND TRANSPORTED TO SITE OF WORK IN TRANSIT MIXER FOR ALL LEADS, HAVING CONTINUOUS AGITATED MIXER, MANUFACTURED AS PER MIX DESIGN OF SPECIFIED GRADE FOR REINFORCED CEMENT CONCRETE WORK INCLUDING PUMPING OF RMC AS APPLICABLE, INCLUDING COST OF CENTERING, SHUTTERING AND ADMIXTURES IN RECOMMENDED PROPORTIONS AS PER IS: 9103 TO ACCELERATE/RETARD SETTING OF CONCRETE (IMPROVE WORKABILITY WITHOUT IMPAIRING STRENGTH AND DURABILITY) BUT EXCLUDING COST OF REINFORCEMENT AS PER DIRECTION OF ENGINEER-IN-CHARGE. MECHANICAL MIXERS WITH HOPPER ALONG WITH WEIGH BATCHER SHALL ALSO BE PERMITTED FOR USE AT SITE WITH THE APPROVAL OF ENGINEER-IN CHARGE TO PRODUCE DESIGN MIX CONCRETE OF SPECIFIED GRADE. SCOPE OF JOB ALSO INCLUDE PROVIDING SUITABLE ACANTHINE OR EQUIVALENT SHEETS OF SUITABLE THICKNESS FOR RCC. RATE TO INCLUDE COST OF ALL LABOR, TOOLS, TACKLES, EQUIPMENT, HIRE CHARGES, SUPPLY OF ALL MATERIALS SUCH AS MINIMUM 43 GRADE OPC CEMENT, COARSE AND FINE AGGREGATES, ADMIXTURES, OTHER MINOR CONSTRUCTION MATERIALS, TESTING OF CONCRETE, CURING ETC. WITH ALL BYE WORKS COMPLETE. IN CASE PPC IS USED INSTEAD OF OPC, THE REMOVAL OF SHUTTERING/SUPPORT SHALL BE AFTER 50% MORE TIME FROM THAT BEING APPLIED FOR OPC, UNLESS OTHERWISE PERMITTED BY THE CONSULTANT. FOR CONCRETE TEMPERATURE ABOVE 40°C, STRIPPING TIME SHALL BE INCREASED. SCOPE ALSO INCLUDES, PROVIDING 5 MM WIDE 12 MM DEEP GROOVE BY GROOVE CUTTING MACHINE IN CONSTRUCTION JOINT IN RCC FLOORING, PROVIDING AND FILLING WITH BITUMINOUS SAND SEALANT INCLUDING APPROVED PRIMER ALL COMPLETE AS PER DRAWING, SPECIFICATION AND INSTRUCTION OF ENGINEER. VENDOR SHALL SUBMIT DESIGN MIX FOR APPROVAL BY HPCL/APPROVED MAKE PRIOR TO EXECUTION OF WORK ALONG WITH TEST REPORT. THE JOB TO BE EXECUTED AS PER ATTACHED TECHNICAL SPECIFICATIONS, JOB PROCEDURES ETC. COMPLETE AND AS DIRECTED BY ENGINEER-IN-CHARGE.

RCC - M20 GRADE — DETAIL SPECIFICATION AS GIVEN IN TENDER DOCUMENT