PILING WORKS @ PETCHEM TERMINAL PACHPADRA

Bored cast in-situ piles (M-30) — OVIDING AND FIXING IN POSITION "BORED CAST IN SITU RCC PILES SKINFRICTION/END BEARING TYPE UPTO 600 MM DIAMETER AND 50 T CAPACITY IN -30CONCRETE WITH OR WITHOUT MS LINER" EXCLUDING THE COST OF REINFORCEMENTAND MS LINER AND GETTING THE DESIGNS OF SAME APPROVED BY HP INCLUDINGDRILLING IN GROUND AT SPECIFIED LOCATIONS BY USING STANDARD TOOLS FORCONSTRUCING A RIGID SUPPORT BASE FOR SUPPORTING BUILD GS ETC INCLUDINGALL BYE WORKS, COMPLETE AS PER DRAWINGS, SPECIFICATION AND DIRECTIONS OFTHE ENGINEER-IN- CHARGE.NOTES: 1. RATE TO INC DE COST OF ALL LABOUR, TOOLS, TACKLES, EQUIPMENT,HIRE CHARGES, SUPPLY OF ALL MATERIALS, SHUTTERING ETC. WITH ALL BYEWORKS AND SUNDRY ORKS AND CONSUMABLES.2.RATE TO INCLUDE CHIPPING OF CONCRETE OF CAST-IN-SITU PILES ALREADYCAST TO THE CORRECT LINES AND LEVELS FROM T TOP OF THE PILES TO THECUT-OFF LEVEL AS INDICATED IN THE APPROVED DESIGN DRAWINGS AND EXPOSINGTHE REINFORCING RODS AND DISPOSAL OF E DEBRIS TO AN UNOBJECTIONABLEPLACE OUTSIDE THE TERMINAL PREMISES. THE EXPOSED REINFORCEMENT SHALL BEAPPLIED TWO COATS OF CEMENT SLU Y AS PER THE DIRECTIONS OF EIC. NOADDITIONAL PAYMENT SHALL BE MADE ON ACCOUNT OF THE ABOVE.3. REINFORCEMENT & MS LINER WILL BE PAID PERATELY IN RESPECTIVESOQ ITEM.

Reinforcement Steel — UPPLYING, LAYING AND FIXING IN POSITION HYSD STEELREINFORCEMENTS/ TMT GRADE FE- 500D CONFORMING TO IS:1786 ATALL LEVELS AND POSITION INCLUDING THE COST OF TRANSPORT,STRAIGHTENING, CUTTING, BENDING, CRANKING, BINDING WITH 18GMS ANNEALED BINDING WIRE, WELDING, PROVIS N OF NECESSARYCHAIRS AND SPACERS, PREPARATION OF BAR BENDING SCHEDULE ANDGETTING THE SAME APPROVED BY EIC ETC., COMPLETE AS PERDRAWI S AND SPECIFICATIONS AND INCLUDING COST OF BINDINGWIRE, LABOUR, TESTING ETC., ALL COMPLETE IN ALL RESPECTS ASPER DETAILED CONSTRUCTI DRAWINGS, TECHNICALSPECIFICATIONS AND DIRECTION OF ENGINEER-IN-CHARGE. ONLYAPPROVED AND AUTHORISED CHAIRS, LAPS AND SPACER BARS WIL E MEASURED FOR PAYMENT. RATE TO INCLUDE COST OF ALLLABOUR, TOOLS, TESTING THROUGH NABL APPROVED LAB AS PERFREQUENCY OF APPROVED QAP, ACKLES, EQUIPMENT, HIRECHARGES, SUPPLY OF ALL MATERIALS, SHUTTERING IN ALLCONDITIONS ETC. WITH ALL BYE WORKS AND SUNDRY WORKS."

MS Liner in pile foundation — UPPLY, FABRICATION, TRANSPORTATION AND PLACING INPOSITION 6MM THICK MILD STEEL LINER FOR UPTO 600 MMDIAMETER BORED CAST IN SITU RCC LES INCLUDING ROLLING,WELDING, DRIVING TO THE REQUIRED DEPTH IN GROUND ATSPECIFIED LOCATIONS BY USING STANDARD TOOLS INCLUDING ALLBY WORKS, COMPLETE AS PER DRAWINGS, SPECIFICATION ANDDIRECTIONS OF THE ENGINEER-INCHARGE. NOTES-1. RATE TOINCLUDE COST OF ALL LABOUR, T LS, TACKLES, EQUIPMENT, HIRECHARGES, SUPPLY OF ALL MATERIALS, ETC. WITH ALL BYE WORKSAND CONSUMABLES.2. LENGTH OF LINER SHALL BE MEA RED 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, INSTALLATION OF LOADING PLATFORM A PREPARATION OF PILE HEAD OR CONSTRUCTION OF TEST CAP AND DISMANTLING OF TEST CAP AFTER TEST ETC. COMPLETE AS PER SPECIFICATION & TH DIRECTION OF ENGINEER IN-CHARGE. SINGLE PILE UPTO 50 TONNE CAPACITY (INITIAL TEST).

Pile routine load test — AD TESTING OF PILES IN ACCORDANCE WITH IS 2911 (PART IV) INCLUDING INSTALLATION OF LOADING PLATFORM AND PREPARATION OF PILE HEAD OR NSTRUCTION OF TEST CAP AND DISMANTLING OF TEST CAP AFTER TEST ETC. COMPLETE AS PER SPECIFICATION & THE DIRECTION OF ENGINEER IN-CHAR . SINGLE PILE UPTO 50 TONNE CAPACITY (ROUTINE TEST).

Lateral load test — TERAL LOAD TESTING ON ABOVE 50T VERTICAL LOAD CAPACITY PILES IN ACCORDANCE WITH IS 2911 (PART IV) INCLUDING CASTING OF TEST PILE, PR ARATION OF TESTING PLATFORM, COST OF TOOLS AND TACKLES REQUIRED FOR TESTING, PREPARATION OF PILE HEAD OR CONSTRUCTION OF TEST CAP AN DISMANTLING OF TEST CAP AFTER TEST ETC. COMPLETE AS PER SPECIFICATION & THE DIRECTION OF ENGINEER IN- CHARGE. (INITIAL TEST).

Dynamic Pile load test — RANGING AND CONDUCTING DYNAMIC PILE LOAD TEST ON THE JOB PILE. QUOTED RATES ARE DEEMED TO INCLUDE INSTALLATION OF LOADING PLATFORM A PREPARATION OF PILE HEAD OR CONSTRUCTION OF TEST CAP AND DISMANTLING OF TEST CAP AFTER TEST, EXCAVATION AND BACKFILLING IF REQUIRED COMPLETE AS PER SPECIFICATION & THE DIRECTION OF ENGINEER IN-CHARGE. THE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH ASTM D 4945. THE ILE DYNAMIC TESTS SHALL BE CONDUCTED BY THE TEST AGENCY IN THE PRESENCE OF THE CONTRACTOR AND/OR CLIENT/CONSULTANTS TO THE PROJECT.

Corrosion inhibiting admixture — PPLYING AND MIXING OF APPROVED BRAND OF BI-POLARCONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE INCONCRETE AS PER MANUFACTURER'S PECIFICATION FOR PROTECTIONOF REINFORCEMENT AGAINST CORROSION.

Waterproofing Pile head — KING WATER-PROOFING OF PILE HEAD BY APPLYING 30 MMTHICK (MIN) FREE FLOW PREMIX TYPE NON-SHRINK CEMENTITIOUSGROUT HAVING 28 DAYS COMP SSIVE STRENGTH NOT LESS THAN 40N/SQM ON TOP AND SIDE OF PILE HEAD INCLUDING PROVIDINGMORTAR FILLET OF 50 X 50 MM AT SHARP EDGES OF P E &PILECAP, INCLUDING PROVIDING TWO COMPONENTPOLYURETHANELIQUID MEMBRANE HAVING CONSUMPTION OF 1.5KG/SQM (1.5 MM THICK) AS PER MANUF TURER SPECIFICATION /HPCL SPECIFICATION ALL COMPLETE, WITH OVERLAP OF 75MM (MIN)ON EXISTING MEMBRANE & ON TOP OF PILE UP TO REINFORC ENTINCLUDING CLEANING THE CONCRETE SURFACE BY MECHANICAL MEANSTO REMOVE ALL LOOSE MATERIAL & LAITANCE, REMOVING RUST FROMANY REINFOR MENT THAT MIGHT COME IN CONTACT WITH GROUTETC. ALL COMPLETE AS PER MANUFACTURER SPECIFICATION /HPCLSPECIFICATION. PAYMENT SHALL BE M E ON THE BASIS NUMBERSOF PILE HEADS PROTECTED WITH POLYURETHANE MEMBRANE. SUPPLYOF ALL MATERIALS SHALL BE IN THE SCOPE OF CONTRACTOR

EXCAVATION UPTO 2M — 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. ALL COMPLETE AS DIRECTED. NO SEPARATE PAYMENT WILL BE MADE BYHPCL R SHORING STRUTTING.