CIVIL SOR AGRA RRO-B

SITE CLEARANCE — "SURFACE DRESSING OF THE GROUND INCLUDING REMOVING SMALL PLANTS, BUSHES,VEGETATION (DIA LESS THAN 4"") AND MAKING SURFACE LEVELLED AND DISPOSALOF RUBBISH OUTSIDE HPCL'S PREMISES TO AN UNOBJECTIONABLE PLACE, ASDIRECTED BY THE ENGINEER IN CHARGE."

EXCAVATION IN EARTH UPTO — Excavation for foundation upto required depth below existing ground level up to 1.5m in any type of soil except hard rock. Rate to include dressing the sides and bottom, bailing out of water if encountered, shoring, strutting, backfilling after the construction of foundation, trenches/plinth beam etccompacting by the side of the foundation and disposal of surplus excavated earth within/outside HPCL's premises to an unobjectionable place, as directed by the Engineer in Charge including spreading, watering and compaction, complete. The measurement of the excavation would be based on actual depth of excavation with applicable rate for different depths.

EXCAVATION - 1.5 TO 3 — Excavation for foundation upto required depth below ground level in any type of soil except hard rock . Rate to include dressing the sides and bottom, bailing out of water if encountered, shoring, strutting, backfilling after the construction of foundation, foundation, trenches/plinth beam etc compacting by the side of the foundation and disposal of surplus excavated earth within/outside HPCL's premises to an unobjectionable place, as directed by the Engineer in Charge including spreading, watering and compaction, complete . The measurement of the excavation would be based on actual depth of excavation with applicable rate for different depths.EXCAVATION IN EARTH UPTO 3 M

EXCAVATION - 3 TO 4.5 — Excavation for foundation upto required depth below ground level in any type of soil except hard rock . Rate to include dressing the sides and bottom, bailing out of water if encountered, shoring, strutting, backfilling after the construction of foundation, compacting by the side of the foundation and disposal of surplus excavated earth within/outside HPCL's premises to an unobjectionable place, as directed by the Engineer in Charge including spreading, watering and compaction, complete . The measurement of the excavation would be based on actual depth of excavation with applicable rate for different depths. EXCAVATION IN EARTH BETWEEN 3 TO 4.5

EXCAVATION- HARD ROCK — EARTH WORK IN EXCAVATION BELOW GROUND LEVEL FOR ALL KINDS OF WORKS INCLUDING ROADS IN HARD ROCKS FOR A DEPTH UP TO 1.5 M BY CHISELING (PNEUMATIC), WEDGING OR ANY OTHER AGREED METHODS (BLASTING PROHIBITED) INCLUDING ALL RELATED WORKS, ALL EQUIPMENTS REQUIRED FOR CHISELING, AND CUTTING UP TO REQUIRED LEVELS, DRESSING AND TRIMMING OF SIDES, LEVELING AND GRADING OF BOTTOMS, DEWATERING OF ACCUMULATED WATER FROM ANY SOURCE AND KEEPING THE SURFACE DRY FOR SUBSEQUENT WORKS AND DISPOSAL OF SPOILS TO SPOIL HEAPS AND STACKING OF USABLE EXCAVATED MATERIALS WITHIN A LEAD OF 100 M ETC. ALL COMPLETE AS DIRECTED INCLUDING PROVIDING TEMPORARY SUPPORTS TO EXISTING SERVICE LINES LIKE WATER PIPES, SEWAGE PIPES, ELECTRIC OVER HEAD AND UNDERGROUND CABLES ETC, ALL COMPLETE AS PER THE DIRECTION OF ENGINEER-IN-CHARGE. (THE ROCK GENERATED SHALL BE TRANSPORTED AND STACKED NEATLY WITHIN THE PROJECT PREMISES AS DIRECTED BY ENGINEER-IN-CHARGE. THE NET QUANTITY OF HARD ROCK SHALL BE PAID AFTER ARRIVING AT BY APPLYING DEDUCTION OF 50% TO ALLOW FOR VOIDS IN STACKS).THE ROCK WILL BE PROPERTY OF OWNER.

EXCAVA-HARDROCK 1.5- 3.0 — "EARTH WORK IN EXCAVATION BELOW GROUND LEVEL FOR ALL KINDS OF WORKS INCLUDING ROADS IN HARD ROCKS FOR A DEPTH 1.5 M -3 M

EXCAVA-HARD ROCK 3.0- 4.5 —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

SAND FILLING - LAYERS — "Supply and filling with clean silver / river sand of approved quality in layers of 150 mm each including spreading, compacting by hand ramming and watering etc, all complete as per direction of Engg.-In-Charge. Measurement basis compacted thickness only.

CRUSHEDSTONESAND — "SUPPLY AND FILLING WITH CRUSH SAND AS PER IS 21116-1980-2 & IS 486:2000 & IS 383.1970 THE PARTICLE SHAPE IS SEMI ROUNDED OR CUBICAL & NOT FLAKEY OR ELONGATED. DUST PERCENTAGE IS STRICTLY CONTROLLED 10 - 15% WITH FINENESS MODULUS 2.6 TO 3. SUPPLY AND FILLING WITH STONE CRUSHED SAND OF APPROVED QUALITY IN LAYERS OF 150 MM EACH INCLUDING SPREADING, COMPACTING BY HAND RAMMING AND WATERING ETC, ALL COMPLETE AS PER DIRECTION OF ENGG.-IN-CHARGE. COMPACTED THICKNESS ONLY."

MURRUM FILLING - LAYERS — "SUPPLYING AND FILLING GOOD QUALITY MURUM IN LAYERS OF 150 MM THICK INCLUDING WATERING AND COMPACTING TILL MAXIMUM COMPACTION IS ACHIEVED AS DIRECTED BY ENGINEER IN CHARGE.COMPACTED VOLUME SHALL BE CONSIDERED FOR PAYMENT."