BUILDING WORKS @ HRRL TRUCK TERMINAL

BORED CAST IN-SITU PILE M- — "PROVIDING AND FIXING IN POSITION """"BORED CAST IN SITU RCCPILES SKIN FRICTION/END BEARING TYPE UPTO 600 MM DIAMETERAND 50 T CAPACI IN M-35 CONCRETE WITH OR WITHOUT MSLINER"""" EXCLUDING THE COST OF REINFORCEMENT AND MS LINERAND GETTING THE DESIGNS OF SAME APPROV BY HPCL INCLUDINGDRILLING IN GROUND AT SPECIFIED LOCATIONS BY USING STANDARDTOOLS FOR CONSTRUCING A RIGID SUPPORT BASE FOR SUPPORTI BUILDINGS ETC INCLUDING ALL BYE WORKS, COMPLETE AS PERDRAWINGS, SPECIFICATION AND DIRECTIONS OF THEENGINEER-IN-CHARGE. PILING SHALL CARRIED OUT USINGHYDRAULIC RIGS.NOTES:1. RATE TO INCLUDE COST OF ALLLABOUR, TOOLS, TACKLES, EQUIPMENT, HIRE CHARGES, SUPPLY OFALL ATERIALS, SHUTTERING ETC. WITH ALL BYE WORKS ANDSUNDRY WORKS AND CONSUMABLES.2. REINFORCEMENT & MS LINERWILL BE PAID SEPERATELY IN SPECTIVE SOQ ITEM.3. RATE TOINCLUDE CHIPPING OF CONCRETE OF CAST-IN-SITU PILES ALREADYCAST TO THE CORRECT LINES AND LEVELS FROM THE OP OF THEPILES TO THE CUT-OFF LEVEL AS INDICATED IN THE APPROVEDDESIGN DRAWINGS AND EXPOSING THE REINFORCING RODS ANDDISPOSAL OF THE EBRIS TO AN UNOBJECTIONABLE PLACE OUTSIDETHE TERMINAL PREMISES. THE EXPOSED REINFORCEMENT SHALL BEAPPLIED TWO COATS OF CEMENT SLURRY S PER THE DIRECTIONS OFEIC. NO ADDITIONAL PAYMENT SHALL BE MADE ON ACCOUNT OF THEABOVE."""

MS LINER IN PILE — "SUPPLY, FABRICATION, TRANSPORTATION AND PLACING INPOSITION 6 MM THICK MILD STEEL LINER FOR UPTO 600 MMDIAMETER BORED CAST IN SITU R PILES INCLUDING ROLLING,WELDING, DRIVING TO THE REQUIRED DEPTH IN GROUND ATSPECIFIED LOCATIONS BY USING STANDARD TOOLS INCLUDING AL YE WORKS, COMPLETE AS PER DRAWINGS, SPECIFICATION ANDDIRECTIONS OF THE ENGINEER-IN-CHARGE.NOTES:1. RATE TOINCLUDE COST OF ALL LABO , TOOLS, TACKLES, EQUIPMENT, HIRECHARGES, SUPPLY OF ALL MATERIALS, ETC. WITH ALL BYE WORKSAND CONSUMABLES.2. LENGTH OF LINER SHALL MEASURED FROMCUT OFF LEVEL OF PILE."""

PILE INITIAL LOAD TEST — RTICAL LOAD TESTING OF PILES IN ACCORDANCE WITH IS 2911(PART IV) INCLUDING CASTING OF TEST PILE WITH LINER,INSTALLATION OF LOADING P TFORM AND PREPARATION OF PILEHEAD OR CONSTRUCTION OF TEST CAP AND DISMANTLING OF TESTCAP AFTER TEST ETC. COMPLETE AS PER SPECIFICATI & THEDIRECTION OF ENGINEER IN-CHARGE. SINGLE PILE UPTO 50 TONNECAPACITY (INITIAL TEST).

PILE ROUTINE LOAD TEST — "LOAD TESTING OF PILES IN ACCORDANCE WITH IS 2911 (PART IV)INCLUDING INSTALLATION OF LOADING PLATFORM AND PREPARATIONOF PILEHEAD OR ONSTRUCTION OF TEST CAP AND DISMANTLING OFTEST CAP AFTER TEST ETC. COMPLETE AS PER SPECIFICATION &THE DIRECTION OF ENGINEER IN-CHARG SINGLE PILE UPTO 50TONNE CAPACITY (ROUTINE TEST) – VERTICAL LOAD TEST"""

LATERAL LOAD TEST (INITIAL) 1224-BARMER TERMINAL — TERAL LOAD TESTING ON PILES IN ACCORDANCE WITH IS 2911(PART IV) INCLUDING CASTING OF TEST PILE WITH LINER,PREPARATION OF TESTING PLA ORM, COST OF TOOLS AND TACKLESREQUIRED FOR TESTING, PREPARATION OF PILE HEAD ORCONSTRUCTION OF TEST CAP AND DISMANTLING OF TEST CAP TERTEST ETC. COMPLETE AS PER SPECIFICATION & THE DIRECTION OFENGINEER IN-CHARGE. (INITIAL TEST).

LATERAL LOAD TEST — TERAL LOAD TEST ROUTINE: CONDUCTING ROUTINE LATERAL PILELOAD TEST BY DIRECT LOADING ON PILES INCLUDING FINISHINGPILE HEAD, SUPPLY & ECTION OF KENTLEDGE OF SUITABLEMAGNITUDE, LABOUR, EXCAVATION, BACK FILLING, COMPACTIONETC. ALL COMPLETE AS PER SPECIFICATIONS AND DI CTIONS OFENGINEER-IN-CHARGE, ANALYSING THE RESULTS, MAKING THEREPORT AND SUBMITTING THE SAME IN 5 COPIES (COST OF PILE ISEXCLUDED) D METER OF PILE: AS PER AFC DRAWING, TYPE OFPILE: BORED CAST IN-SITU.

CORROSION INHIBITING — PPLYING AND MIXING OF APPROVED BRAND OF BI-POLAR CONCRETEPENETRATING CORROSION INHIBITING ADMIXTURE IN CONCRETE ASPER MANUFACTURER'S PECIFICATION FOR PROTECTION OFREINFORCEMENT AGAINST CORROSION.

WATERPROOFING PILE HEAD — KING WATER-PROOFING OF PILE HEAD BY APPLYING 30 MM THICK(MIN) FREE FLOW PREMIX TYPE NON-SHRINK CEMENTITIOUS GROUTHAVING 28 DAYS COMP SSIVE STRENGTH NOT LESS THAN 40 N/SQMON TOP AND SIDE OF PILE HEAD INCLUDING PROVIDING MORTARFILLET OF 50 X 50 MM AT SHARP EDGES OF P E & PILECAP,INCLUDING PROVIDING TWO COMPONENT POLYURETHANELIQUIDMEMBRANE HAVING CONSUMPTION OF 1.5 KG/SQM (1.5 MM THICK) ASPER MANUF TURER SPECIFICATION / HPCL SPECIFICATION ALLCOMPLETE, WITH OVERLAP OF 75MM (MIN) ON EXISTING MEMBRANE &ON TOP OF PILE UP TO REINFORC ENT INCLUDING CLEANING THECONCRETE SURFACE BY MECHANICAL MEANS TO REMOVE ALL LOOSEMATERIAL & LAITANCE, REMOVING RUST FROM ANY REINFO EMENTTHAT MIGHT COME IN CONTACT WITH GROUT ETC. ALL COMPLETE ASPER MANUFACTURER SPECIFICATION /HPCL SPECIFICATION. PAYMENTSHALL BE M E ON THE BASIS NUMBERS OF PILE HEADS PROTECTEDWITH POLYURETHANE MEMBRANE. SUPPLY OF ALL MATERIALS SHALLBE IN THE SCOPE OF CONTRACTOR

EXCAVATION AND — RTHWORK: EARTHWORK IN EXCAVATION UPTO 2M DEPTH FORFOUNDATIONS OF STRUCTURAL SHED, PIPE SUPPORTS/ SLEEPERS,PIPE BRIDGES, TRENCHES, CU ERT, DRAIN, RCC BUILDINGFOUNDATION, PARKING AREA ETC. OR ANY OTHER PLACE ASREQUIRED AND DIRECTED, IN ORDINARY SOILS INCLUDING SOFTRO / DISINTEGRATED ROCK, IN BOTH DRY AND WET CONDITIONS,INCLUDING PUMPING AND BAILING OUT SURFACE AND SUBSOILWATER, SHORING, STRUTTING SLUSH REMOVAL, INCLUDINGBACKFILLING IN ALL POSITIONS, IN LAYERS OF 150MM AT ALLHEIGHTS AND DEPTHS AS PER DRAWING AND SPECIFICATIONSW REVER REQUIRED, IN FOUNDATION PITS AND OTHER PLACES WITHEXCAVATED SUITABLE APPROVED SURPLUS EARTH, INCLUDINGRECLAIMING FROM SPOIL HE S KEPT ELSEWHERE INCLUDINGDRESSING AND LEVELING, WATERING AND MECHANICAL COMPACTIONETC., TRANSPORTING AND DISPOSAL OF SURPLUS EXCAVA D EARTHWITHIN/ OUTSIDE PLANT BOUNDARY AS DIRECTED BY THE ENGINEER.(THE MEASUREMENT FOR PAYMENT SHALL BE FOR THE THEORETICALEXCAVATIO VOLUME ONLY AS PER DRAWING I.E. FOR VOLUME OFBLOCK OF EXCAVATION HAVING THE ACTUAL DEPTH AND MAXIMUMBOTTOM DIMENSIONS OF THE FOUNDAT N/ STRUCTURE).THECONTRACTOR SHOULD TAKE INTO ACCOUNT IN HIS RATE THEPROVISION FOR ANY EXCESS EXCAVATION FOR NECESSARY WORKINGSPACE, EPS, SLOPING, ETC., REQUIRED FOR EXCAVATION,SAFETY AND OTHER ALLIED WORKS AND REFILLING THE SIDESLOPES/ WORKING SPACE, STEPS, ETC.). OWERING OF WATERTABLE BY WELL POINT SYSTEM ALSO INCLUSIVE IN THE SCOPE OFWORK AS PER DIRECTION OF EIC. NO SEPARATE PAYMENT WILL BEMA BY HPCL FOR LOWERING OF WATER TABLE BY WELL POINTSYSTEM OR BAILING OUT SURFACE OR SUBSOIL WATER. SCOPE ALSOINCLUDES PROVIDING AND I TALLING APPROVED TYPE OF "SHORINGAND STRUTTING" BY OPEN/ CLOSE TIMBERING METHOD FOR ALLDEPTHS TO RETAIN EARTH INCLUDING DISMANTLING D REMOVAL OFTHE SAME ETC. FROM SITE AFTER COMPLETION OF WORK ETC. ALLCOMPLETE AS DIRECTED. NO SEPARATE PAYMENT WILL BE MADE BYHPCL F SHORING STRUTTING.

EXCAVATION AND — RTHWORK: EARTHWORK IN EXCAVATION ABOVE 2M DEPTH AND UPTO5 M FOR FOUNDATIONS OF STRUCTURAL SHED, PIPE SUPPORTS/SLEEPERS, PIPE BRIDGES TRENCHES, CULVERT, DRAIN, RCCBUILDING FOUNDATION, PARKING AREA ETC. OR ANY OTHER PLACEAS REQUIRED AND DIRECTED, IN ORDINARY SOILS IN UDING SOFTROCK/DISINTEGRATED ROCK, IN BOTH DRY AND WET CONDITIONS,INCLUDING PUMPING AND BAILING OUT SURFACE AND SUBSOILWATER, SHORIN STRUTTING, SLUSH REMOVAL, INCLUDINGBACKFILLING IN ALL POSITIONS, IN LAYERS OF 150 MM AT ALLHEIGHTS AND DEPTHS AS PER DRAWING AND SP IFICATIONSWHEREVER REQUIRED , IN FOUNDATION PITS AND OTHER PLACESWITH EXCAVATED SUITABLE APPROVED SURPLUS EARTH, INCLUDINGRECLAIMING ROM SPOIL HEAPS KEPT ELSEWHERE INCLUDINGDRESSING AND LEVELLING, WATERING AND MECHANICAL COMPACTIONETC., TRANSPORTING AND DISPOSAL OF URPLUS EXCAVATED EARTHWITHIN/OUTSIDE PLANT BOUNDARY AS DIRECTED BY THE ENGINEER.(THE MEASUREMENT FOR PAYMENT SHALL BE FOR THE THEORE CALEXCAVATION VOLUME ONLY AS PER DRAWING I.E. FOR VOLUME OFBLOCK OF EXCAVATION HAVING THE ACTUAL DEPTH AND MAXIMUMBOTTOM DIMENSIONS THE FOUNDATION/STRUCTURE). THECONTRACTOR SHOULD TAKE INTO ACCOUNT IN HIS RATE THEPROVISION FOR ANY EXCESS EXCAVATION FOR NECESSARY RKINGSPACE, STEPS, SLOPING, ETC., REQUIRED FOR EXCAVATION,SAFETY AND OTHER ALLIED WORKS AND REFILLING THE SIDESLOPES/WORKING SPACE, EPS, ETC.). LOWERING OF WATER TABLEBY WELL POINT SYSTEM ALSO INCLUSIVE IN THE SCOPE OF WORK ASPER DIRECTION OF EIC. NO SEPARATE PAYM T WILL BE MADE BYHPCL FOR LOWERING OF WATER TABLE BY WELL POINT SYSTEM ORBAILING OUT SURFACE OR SUBSOIL WATER. SCOPE ALSO INCLUDESPR IDING AND INSTALLING APPROVED TYPE OF "SHORING ANDSTRUTTING" BY OPEN/ CLOSE TIMBERING METHOD FOR ALL DEPTHSTO RETAIN EARTH INCLUDING ISMANTLING AND REMOVAL OF THESAME ETC. FROM SITE AFTER COMPLETION OF WORK ETC. ALLCOMPLETE AS DIRECTED. NO SEPARATE PAYMENT WILL BE DE BYHPCL FOR SHORING STRUTTING.