CIVIL SOR AHMEDABAD RO

SITE CLEARANCE — RFACE DRESSING OF THE GROUND INCLUDING REMOVINGSMALL PLANTS,BUSHES, VEGETATION AND MAKINGSURFACE LEVELLED AND DISPOSAL OF RUBBISH OU IDEHPCL'S PREMISES TO AN UNOBJECTIONABLE PLACE, ASDIRECTED BY THE EIC.

EXCAVATION IN EARTH UPTO — NERAL EARTH WORK EXCAVATION IN ALL TYPES OFSOIL FOR PUMP HOUSE, UG WATER SUMP ETC. FILLINGTHE AREA AROUND THE BUILDING OUTSIDE R AININGWALL WITH THE SURPLUS EXCAVATED SOIL, STACKINGSOIL REQUIRED FOR BACK FILLING . TOP SOIL TO BETAKEN OUT AND STORED ONSITE ITH MULCHING TO BEREUSED FOR GARDEN PURPOSES ON SITE. THE ITEMSHALL INCLUDE BACK FILLING , FILLING DEPRESSIONSWHEREVER NECESSA , SIDE TRIMMING, WATERING,CONSOLIDATING, SHORING (SHORING/STRUTTING DESIGNNEED TO BE SUBMITTED BY THE CONTRACTOR AND THESAME BE APPROVED BY THE HPCL/ CONSULTANT),BAILING OUT WATER ETC. COMPLETE. OBTAINING ANYAPPROVAL FROM ANY STATUTORY AUTHORITIES RE IREDAS PER PREVAILING STATUTORY NORMS, PAYMENT OFROYALTY IF ANY FOR EXCAVATION WILL BE IN THESCOPE OF VENDOR AND QUOTED RATE S LL BEINCLUSIVE OF THE SAME.

EXCAVATION - 1.5 TO 3 M — NERAL EARTH WORK EXCAVATION IN ALL TYPES OFSOIL FOR PUMP HOUSE, UG WATER SUMP ETC. FILLINGTHE AREA AROUND THE BUILDING OUTSIDE R AININGWALL WITH THE SURPLUS EXCAVATED SOIL, STACKINGSOIL REQUIRED FOR BACK FILLING . TOP SOIL TO BETAKEN OUT AND STORED ONSITE ITH MULCHING TO BEREUSED FOR GARDEN PURPOSES ON SITE. THE ITEMSHALL INCLUDE BACK FILLING , FILLING DEPRESSIONSWHEREVER NECESSA , SIDE TRIMMING, WATERING,CONSOLIDATING, SHORING (SHORING/STRUTTING DESIGNNEED TO BE SUBMITTED BY THE CONTRACTOR AND THESAME BE APPROVED BY THE HPCL/ CONSULTANT),BAILING OUT WATER ETC. COMPLETE. OBTAINING ANYAPPROVAL FROM ANY STATUTORY AUTHORITIES RE IREDAS PER PREVAILING STATUTORY NORMS, PAYMENT OFROYALTY IF ANY FOR EXCAVATION WILL BE IN THESCOPE OF VENDOR AND QUOTED RATE S LL BEINCLUSIVE OF THE SAME. THE ITEM INCLUDE ANYSTRUTTING WHICH IS REQUIRED TO STABILIZE THEEARTH ON VERTICAL SURFACE.

EXCAVATION OF EARTH ALL — CAVATION FOR LIFT/FOUNDATION, FROM 3.0 M DEPTHTO 4.5 M, GENERAL EARTH WORK EXCAVATION IN ALLTYPES OF SOIL FOR PUMP HOUSE, UGWATE SUMP ETC.FILLING THE AREA AROUND THE BUILDING OUTSIDERETAINING WALL WITH THE SURPLUS EXCAVATED SOIL,STACKING SOIL REQUIRED FOR ACK FILLING. TOP SOILTO BE TAKEN OUT AND STORED ONSITE WITH MULCHINGTO BE REUSED FOR GARDEN PURPOSES ON SITE. THEITEM SHALL IN UDE BACK FILLING, FILLINGDEPRESSIONS WHEREVER NECESSARY, SIDE TRIMMING,WATERING, CONSOLIDATING, SHORING(SHORING/STRUTTING DESI NEED TO BE SUBMITTED BYTHE CONTRACTOR AND THE SAME TO BE APPROVED BY THEHPCL/CONSULTANT),BAILING OUT WATER ETC. COMPLETE.

EXCAVATION- H ROCK 0-1.5M — RTH WORK IN EXCAVATION BELOW GROUND LEVEL FORALL KINDS OF WORKS INCLUDING ROADS IN HARD ROCKSFOR A DEPTH UP TO 1.5 M BY CHISELIN (PNEUMATIC),WEDGING OR ANY OTHER AGREED METHODS (BLASTINGPROHIBITED) INCLUDING ALL RELATED WORKS, ALLEQUIPMENTS REQUIRED FOR C SELING, AND CUTTING UPTO REQUIRED LEVELS, DRESSING AND TRIMMING OFSIDES, LEVELING AND GRADING OF BOTTOMS,DEWATERING OF ACCUMUL ED WATER FROM ANY SOURCEAND KEEPING THE SURFACE DRY FOR SUBSEQUENT WORKSAND DISPOSAL OF SPOILS TO SPOIL HEAPS ANDSTACKING OF U BLE EXCAVATED MATERIALS WITHIN ALEAD OF 100 M ETC. ALL COMPLETE AS DIRECTEDINCLUDING PROVIDING TEMPORARY SUPPORTS TOEXISTING S VICE LINES LIKE WATER PIPES, SEWAGEPIPES, ELECTRIC OVER HEAD AND UNDERGROUND CABLESETC, ALL COMPLETE AS PER THE DIRECTION OFEN NEER-IN-CHARGE. (THE ROCK GENERATED SHALL BETRANSPORTED AND STACKED NEATLY WITHIN THE PROJECTPREMISES AS DIRECTED BY ENGINEER-IN HARGE. THENET QUANTITY OF HARD ROCK SHALL BE PAID AFTERARRIVING AT BY APPLYING DEDUCTION OF 50% TO ALLOWFOR VOIDS IN STACKS).T ROCK WILL BE PROPERTY OFOWNER.

EXCAVATION- H ROCK 1.5M — RTH WORK IN EXCAVATION BELOW GROUND LEVEL FORALL KINDS OF WORKS INCLUDING ROADS IN HARD ROCKSFOR A DEPTH 1.5 M - 3 M BY CHISELING PNEUMATIC),WEDGING OR ANY OTHER AGREED METHODS (BLASTINGPROHIBITED) INCLUDING ALL RELATED WORKS, ALLEQUIPMENTS REQUIRED FOR CH ELING, AND CUTTING UPTO REQUIRED LEVELS, DRESSING AND TRIMMING OFSIDES, LEVELING AND GRADING OF BOTTOMS,DEWATERING OF ACCUMULA D WATER FROM ANY SOURCEAND KEEPING THE SURFACE DRY FOR SUBSEQUENT WORKSAND DISPOSAL OF SPOILS TO SPOIL HEAPS ANDSTACKING OF US LE EXCAVATED MATERIALS WITHIN ALEAD OF 100 M ETC. ALL COMPLETE AS DIRECTEDINCLUDING PROVIDING TEMPORARY SUPPORTS TOEXISTING SE ICE LINES LIKE WATER PIPES, SEWAGEPIPES, ELECTRIC OVER HEAD AND UNDERGROUND CABLESETC, ALL COMPLETE AS PER THE DIRECTION OFENG EER-IN-CHARGE. (THE ROCK GENERATED SHALL BETRANSPORTED AND STACKED NEATLY WITHIN THE PROJECTPREMISES AS DIRECTED BY ENGINEER-IN- ARGE. THENET QUANTITY OF HARD ROCK SHALL BE PAID AFTERARRIVING AT BY APPLYING DEDUCTION OF 50% TO ALLOWFOR VOIDS IN STACKS).TH ROCK WILL BE PROPERTY OFOWNER.

EXCAVATION- H ROCK 3 TO — RTH WORK IN EXCAVATION BELOW GROUND LEVEL FORALL KINDS OF WORKS INCLUDING ROADS IN HARD ROCKSFOR A DEPTH UP TO 3-4.5M BY CHISELI (PNEUMATIC), WEDGING OR ANY OTHER AGREED METHODS(BLASTING PROHIBITED) INCLUDING ALL RELATEDWORKS, ALL EQUIPMENTS REQUIRED FOR ISELING, ANDCUTTING UP TO REQUIRED LEVELS, DRESSING ANDTRIMMING OF SIDES, LEVELING AND GRADING OFBOTTOMS, DEWATERING OF ACCUMU TED WATER FROM ANYSOURCE AND KEEPING THE SURFACE DRY FOR SUBSEQUENTWORKS AND DISPOSAL OF SPOILS TO SPOIL HEAPS ANDSTACKING OF ABLE EXCAVATED MATERIALS WITHIN ALEAD OF 100 M ETC. ALL COMPLETE AS DIRECTEDINCLUDING PROVIDING TEMPORARY SUPPORTS TOEXISTING RVICE LINES LIKE WATER PIPES, SEWAGEPIPES, ELECTRIC OVER HEAD AND UNDERGROUND CABLESETC, ALL COMPLETE AS PER THE DIRECTION OFE INEER-IN-CHARGE. (THE ROCK GENERATED SHALL BETRANSPORTED AND STACKED NEATLY WITHIN THE PROJECTPREMISES AS DIRECTED BY ENGINEER-I CHARGE. THENET QUANTITY OF HARD ROCK SHALL BE PAID AFTERARRIVING AT BY APPLYING DEDUCTION OF 50% TO ALLOWFOR VOIDS IN STACKS). E ROCK WILL BE PROPERTY OFOWNER.

SUPPLY AND FILLING OF — PPLYING AND FILLING SAND UPTO ANY DEPTH UNDERFLOORS, TANK PADS, AROUND FOUNDATIONS, PLINTHSETC. IN LAYERS OF 150 MM (COMPACTED T CKNESS)AND COMPACTED SO AS TO ACHIEVE 85% RELATIVEDENSITY AS PER IS:2720 (PART-XIV) INCLUDINGSPREADING, WATERING, RAMMING/COMP TION BYMANUAL/MECHANICAL MEANS, DRESSING, ROYALTY (IFANY) ETC. ALL COMPLETE SAND FOR FILLING SHALL BECLEAN AND WELL GRADED CON RMING TO IS:383 WITHGRADING NOT INFERIOR THAN ZONE III.

SPLY AND FILG OF STONE — USHED STONE SAND FILLING: SUPPLYING AND FILLINGCRUSHED STONE SAND OF APPROVED QUALITY UNDERFLOORS, IN FOUNDATION AND PLINTH ETC CLUDINGTHE COST OF SAND, TRANSPORTATION FOR ALL LEADS,LOADING, UNLOADING SPREADING IN LAYERS OF 15 CMTHICKNESS (FOR MORE THAN CM THICKNESS) AT ALLDEPTHS, WATERING, RAMMING, COMPACTING TO REQUIREDDEPTH, LEVELING ETC COMPLETE.

SPLY AND FILLING OF — PPLY AND FILLING MURRUM SOIL IN 150 MMTHICKNESS LAYERS INCLUDING LEVELING, WATERING,COMPACTING EACH LAYER WITH PLATE VIBRATOR. YMENT WILL BE MADE ONLY FOR COMPACTEDTHICKNESS. IN CASE A JOB REQUIRES USAGE OFVIBRATING POWER ROLLER VEHICLE (> 10 TON) FORCO ACTION PURPOSE, SEPARATE CHARGES FOR SUCHROLLING SHALL BE PAID.