LAND DEVELOPMENT FOR KAMARDANGA SITE

SITE CLEARNACE — RFACE DRESSING OF THE GROUND INCLUDING REMOVING SMALL PLANTS, BUSHES, VEGETATION AND MAKING SURFACE LEVELLED AND DISPOSAL OF RUBBISH UTSIDE HPCL'S PREMISES TO AN UNOBJECTIONABLE PLACE, AS DIRECTED BY THE EIC. SURFACE DRESSING SHALL INCLUDE CUTTING UPTO A DEPTH OF 2 CM, CLEARING OF SHRUBS, RANK VEGETATION, GRASS, TREES AND SAPLINGS OF GIRTH UPTO 30 CM AND REMOVAL OF RUBBISH. THE ROOTS OF TREES AN SAPLINGS SHALL BE REMOVED TO A DEPTH OF 60 CM BELOW GROUND LEVEL AND THE HOLES OR HOLLOWS FILLED UP WITH EARTH, RAMMED AND LEVELED. E RUBBISH & EXCAVATED MATERIALS SHALL BE DISPOSSED OFF BY CARTING AWAY AND DISPOSSING OFF BEYOND PLANT BOUNDARIES TO SUITABLE DUMPIN SPOTS/UNOBJECTIONABLE PLACES AFTER OBTAINING APPROVAL FROM STATUTORY BODIES /APPLICABLE DEPARTMENTS OF ASSAM/BTC BY PAYMENT OF ROYAL IF APPLICABLE; JOB INCLUDES LOADING AT HPCL PREMISES; TRANSPORTATION TO DUMPING SPOTS/UNOBJECTIONABLE PLACES; UNLOADING & LEVELLING T DUMPING SPOTS/UNOBJECTIONABLE PLACES. NO SEPARATE PAYMENT WILL BE MADE FOR DISPOSAL OF THE RUBBISH & EXCAVATED MATERIALS.

SUPPLY AND FILLING OF — ITABLE EARTH/SOIL FOR FILLING:FINES OF SUPPLIED EARTH (SILT & CLAY) SHALL NOT BE MORE THAN 50%IN CASE FINES CONTAINS CLAY SIZE P TICLES MORE THAN 5%, THEN FOLLOW THE MORTH SPECIFICATIONS AS GIVEN BELOW:• PLASTICITY INDEX SHALL NOT BE MORE THAN 25• LIQUID LI T SHALL NOT BE MORE THAN 50%• DIFFERENTIAL FREE SWELL INDEX SHALL NOT BE MORE THAN 50 %ALSO, LABORATORY MAXIMUM DRY DENSITY SHAL NOT BE LESS THAN 16.5 KN/CU.MJOB INCLUDES SUPPLYING AND FILLING APPROVED QUALITY LOCALLY AVAILABLE EARTH ARRANGED FROM BORROW PITS R RIVER/STREAM BED OR ANY OUTSIDE PREMISES, FOR ALL LEADS AND DRIPS INCLUDING TESTING OF MATERIALS BEFORE SUPPLY, PAYMENT OF ALL ROY TIES, EXCAVATION, LOADING, TRANSPORTATION, LABOUR, ROYALITY ETC. FILLING IN HPCL PREMISES IN LOOSE LAYERS NOT EXCEEDING 200 MM, AND MPACTING WITH 8-10 T VIBRATORY ROLLER TO ACHIEVE 95% COMPACTION BY PROTOR DENSITY METHOD INCLUDING DRESSING UP THE SURFACE AND WATER G & JOB SHALL BE CARRIED OUT AS PER ATTACHED TECHNICAL SPECIFICATIONS, CONFORMANCE TO ALIGNMNET LEVELS, CROSS SECTION & DIMENSIONS A PER APPROVED FOR CONSTRUCTION (AFC) DRAWINGS WITH REQUIRED COMPACTION AND FINISHING AND AS DIRECTED BY HPCL ENGINEER-IN-CHARGE ALL C PLETE. THE QUOTED RATE SHALL INCLUDE CONDUCTING INITIAL LABORATORY TESTS ON SAMPLES AND CONSEQUENT IN-SITU MODIFIED PROCTOR LABORAT Y MDD TEST AS PER IS:2720 PART-XIV/OMC 1 TEST @ 500Sq.M OF AREA IN EACH LAYER OF FILLING. THE MEASURENT FOR PAYMENT SHALL BE FOR THE HEORITICAL VOLUMN ONLY BASED ON INITIAL AND FINAL LEVELS JOINTLY RECORDED JOB TO BE COMPLETED AS PER ATTACHED TECHNICAL SPECIFICATIO CODAL PROVISION/SOUND ENGINEERING PRACTICES AND DIRECTED BY EIC COMPLETE. ALSO, VENDOR SHALL ENSURE AND PREPARE NECESSARY LEAD OR TE ORARY APPROACH ROAD (IF ANY) FOR FILLING THE EARTH INSIDE THE PREMISES AS PER REQUIREMENTS. NO SEPARATE PAYMENT WILL BE MADE FOR ANY UCH ENABLING WORKS.

CUTING OF EARTH-REMOVAL — TIRE BLOCKS MEANT FOR CUTTING SHALL BE SCARPPED WITH DOZER BLADE UP TO A DEPTH OF 200 MM (MIN.) AND TOP VEGETATION/DEBRIS INCLUDING MOVAL OF ROOTS TO FULL DEPTH WITH MECHANIZED EQUIPMENT SHALL BE STRIPPED AND DISPOSED OFF OUTSIDE THE PREMISE TO UNOBJECTIONABLE DUM NG SITES OUTSIDE THE PLOT AFTER PAYMENT OF APPLICABLE ROYALTY, IF ANY, AND OBTAINING APPROVALS FROM STATUTORY BODY AS APPLICABLE. TH E AFTER, THE CONTRACTOR SHALL CARRY OUT DRY ROLLING & LEVELLING THE SURFACE FOR FILLING AREARS TO REMOVE BLADE MARKS. SURFACE HAS TO E ROLLED WITH 10T STATIC/VIBRATORY ROLLER. PAYMENT SHALL BE BASED ON INITIAL AND FINAL LEVELS TAKEN AFTER NECESSARY ROLLING @25M C/C RID LEVEL. THE UNSERVICEABLE EARTH SHALL BE DISPOSSED OFF BY CARTING AWAY AND DISPOSSING OFF BEYOND PLANT BOUNDARIES TO SUITABLE DUM NG SPOTS/UNOBJECTIONABLE PLACES AFTER OBTAINING APPROVAL FROM MINING DEPARTMENT/APPLICABLE DEPARTMENTS OF ASSAM BY PAYMENT OF ROYALT SCOPE INCLUDES LOADING AT HPCL PREMISES; TRANSPORTATION TO DUMPING SPOTS/UNOBJECTIONABLE PLACES; UNLOADING & LEVELLING AT DUMPING S TS/UNOBJECTIONABLE PLACES. NO SEPARATE PAYMENT WILL BE MADE FOR UNSERVICEABLE EARTH DISPOSED BY THE CONTRACTOR. THE CUTTING SHALL BE ARRIED OUT BY MECHANICAL MEAN USING POCLAIN/JCB/EARTHMOVING MACHINERY AND THE EXCAVATED EARTH SHALL BE HANDLED BY DUMPERS. CONTRACTO SHALL CARRY OUT BAILING OUT OF SUB-SOIL WATER IF ENCOUNTERED AND RAIN WATER ACCUMULATED IN THE CUTTING & FILLING AREAS.

FILLING WITH AVAILABLE — CKFILLING TO BE DONE WITH SERVICEABLE & REUSUABLE SOILS AVAILABLE FROM EXCAVATION/CUTTING & FILLING AND STACKED EARLIER WITHIN THE B NDARY INCLUDING RE-EXCAVATION, SHIFTING TO THE SITE OF BACKFILLING, BACKFILLING IN LAYERS NOT EXCEEDING 200 MM LOOSE THICKNESS; WATE NG, COMPACTING TO ACHIEVE 95% MDD AS PER LAB TEST; TESTING; ALL COMPLETE AS PER INSTRUCTION OF HPCL. SCOPE OF THE JOB MAY ALSO INVOL S DEMOLISHING OF STRUCTUES OF RCC/PCC/ PIPES ETC FOUND AT SITE INCLUDING PROPER LEVELLING AND COMPACTION OF THE AREA AS PER INSTRUCT NS OF EIC. Schedule 2 Manadatory: No

SUPPLY AND FILLING OF — ITABLE EARTH/SOIL FOR FILLING:FINES OF SUPPLIED EARTH (SILT & CLAY) SHALL NOT BE MORE THAN 50%IN CASE FINES CONTAINS CLAY SIZE P TICLES MORE THAN 5%, THEN FOLLOW THE MORTH SPECIFICATIONS AS GIVEN BELOW:• PLASTICITY INDEX SHALL NOT BE MORE THAN 25• LIQUID LI T SHALL NOT BE MORE THAN 50%• DIFFERENTIAL FREE SWELL INDEX SHALL NOT BE MORE THAN 50 %ALSO, LABORATORY MAXIMUM DRY DENSITY SHAL NOT BE LESS THAN 16.5 KN/CU.MJOB INCLUDES SUPPLYING AND FILLING APPROVED QUALITY LOCALLY AVAILABLE EARTH ARRANGED FROM BORROW PITS R RIVER/STREAM BED OR ANY OUTSIDE PREMISES, FOR ALL LEADS AND DRIPS INCLUDING TESTING OF MATERIALS BEFORE SUPPLY, PAYMENT OF ALL ROY TIES, EXCAVATION, LOADING, TRANSPORTATION, LABOUR, ROYALITY ETC. FILLING IN HPCL PREMISES IN LOOSE LAYERS NOT EXCEEDING 200 MM, AND MPACTING WITH 8-10 T VIBRATORY ROLLER TO ACHIEVE 95% COMPACTION BY PROTOR DENSITY METHOD INCLUDING DRESSING UP THE SURFACE AND WATER G & JOB SHALL BE CARRIED OUT AS PER ATTACHED TECHNICAL SPECIFICATIONS, CONFORMANCE TO ALIGNMNET LEVELS, CROSS SECTION & DIMENSIONS A PER APPROVED FOR CONSTRUCTION (AFC) DRAWINGS WITH REQUIRED COMPACTION AND FINISHING AND AS DIRECTED BY HPCL ENGINEER-IN-CHARGE ALL C PLETE. THE QUOTED RATE SHALL INCLUDE CONDUCTING INITIAL LABORATORY TESTS ON SAMPLES AND CONSEQUENT IN-SITU MODIFIED PROCTOR LABORAT Y MDD TEST AS PER IS:2720 PART-XIV/OMC 1 TEST @ 500Sq.M OF AREA IN EACH LAYER OF FILLING. THE MEASURENT FOR PAYMENT SHALL BE FOR THE HEORITICAL VOLUMN ONLY BASED ON INITIAL AND FINAL LEVELS JOINTLY RECORDED JOB TO BE COMPLETED AS PER ATTACHED TECHNICAL SPECIFICATIO CODAL PROVISION/SOUND ENGINEERING PRACTICES AND DIRECTED BY EIC COMPLETE. ALSO, VENDOR SHALL ENSURE AND PREPARE NECESSARY LEAD OR TE ORARY APPROACH ROAD (IF ANY) FOR FILLING THE EARTH INSIDE THE PREMISES AS PER REQUIREMENTS. NO SEPARATE PAYMENT WILL BE MADE FOR ANY UCH ENABLING WORKS.

CUTING OF EARTH-REMOVAL — TIRE BLOCKS MEANT FOR CUTTING SHALL BE SCARPPED WITH DOZER BLADE UP TO A DEPTH OF 200 MM (MIN.) AND TOP VEGETATION/DEBRIS INCLUDING MOVAL OF ROOTS TO FULL DEPTH WITH MECHANIZED EQUIPMENT SHALL BE STRIPPED AND DISPOSED OFF OUTSIDE THE PREMISE TO UNOBJECTIONABLE DUM NG SITES OUTSIDE THE PLOT AFTER PAYMENT OF APPLICABLE ROYALTY, IF ANY, AND OBTAINING APPROVALS FROM STATUTORY BODY AS APPLICABLE. TH E AFTER, THE CONTRACTOR SHALL CARRY OUT DRY ROLLING & LEVELLING THE SURFACE FOR FILLING AREARS TO REMOVE BLADE MARKS. SURFACE HAS TO E ROLLED WITH 10T STATIC/VIBRATORY ROLLER. PAYMENT SHALL BE BASED ON INITIAL AND FINAL LEVELS TAKEN AFTER NECESSARY ROLLING @25M C/C RID LEVEL. THE UNSERVICEABLE EARTH SHALL BE DISPOSSED OFF BY CARTING AWAY AND DISPOSSING OFF BEYOND PLANT BOUNDARIES TO SUITABLE DUM NG SPOTS/UNOBJECTIONABLE PLACES AFTER OBTAINING APPROVAL FROM MINING DEPARTMENT/APPLICABLE DEPARTMENTS OF ASSAM BY PAYMENT OF ROYALT SCOPE INCLUDES LOADING AT HPCL PREMISES; TRANSPORTATION TO DUMPING SPOTS/UNOBJECTIONABLE PLACES; UNLOADING & LEVELLING AT DUMPING S TS/UNOBJECTIONABLE PLACES. NO SEPARATE PAYMENT WILL BE MADE FOR UNSERVICEABLE EARTH DISPOSED BY THE CONTRACTOR. THE CUTTING SHALL BE ARRIED OUT BY MECHANICAL MEAN USING POCLAIN/JCB/EARTHMOVING MACHINERY AND THE EXCAVATED EARTH SHALL BE HANDLED BY DUMPERS. CONTRACTO SHALL CARRY OUT BAILING OUT OF SUB-SOIL WATER IF ENCOUNTERED AND RAIN WATER ACCUMULATED IN THE CUTTING & FILLING AREAS.

FILLING WITH AVAILABLE — CKFILLING TO BE DONE WITH SERVICEABLE & REUSUABLE SOILS AVAILABLE FROM EXCAVATION/CUTTING & FILLING AND STACKED EARLIER WITHIN THE B NDARY INCLUDING RE-EXCAVATION, SHIFTING TO THE SITE OF BACKFILLING, BACKFILLING IN LAYERS NOT EXCEEDING 200 MM LOOSE THICKNESS; WATE NG, COMPACTING TO ACHIEVE 95% MDD AS PER LAB TEST; TESTING; ALL COMPLETE AS PER INSTRUCTION OF HPCL. SCOPE OF THE JOB MAY ALSO INVOL S DEMOLISHING OF STRUCTUES OF RCC/PCC/ PIPES ETC FOUND AT SITE INCLUDING PROPER LEVELLING AND COMPACTION OF THE AREA AS PER INSTRUCT NS OF EIC.