Tankage Works@Indore New IRD

EXCAVATION OF EARTH — EXCAVATION UPTO 1.5 M DEPTH: EXCAVATION IN ALL TYPES OF SOIL, FOR FOOTINGS, STEPS, PLINTH BEAMS, EQUIPMENT FOUNDATIONS, PILE CAPS, DRAINS, TRENCHES, MANHOLES, UNDERGROUND TANKS, ETC INCLUDING SHORING STRUTTING AS REQUIRED AS PER SITE CONDITION, DEWATERING WHERE REQUIRED (UNTIL FOUNDATION WORK IS COMPLETE). ITEM ALSO INCLUDES CARTING, STACKING IF REQUIRED BY HPCL EIC, SPREADING, LEVELLING AND COMPACTING/CONSOLIDATING SURPLUS MATERIALS WITHIN PLANT PREMISES AT UNOBJECTIONABLE AREA OR AS PER INSTRUCTION OF HPCL EIC.

EXCAVATION OF EARTH — EXCAVATION FROM 1.5 TO 3.0 M DEPTH EXCAVATION IN SOFT MURRUM. FOR FOOTINGS, STEPS, PLINTH BEAMS, EQUIPMENT FOUNDATIONS, PILE CAPS, DRAINS, TRENCHES, MANHOLES, UNDERGROUND TANKS, ETC INCLUDING SHORING AND STRUTTING AS REQUIRED AS PER SITE CONDITION, DEWATERING WHERE REQUIRED (UNTIL FOUNDATION WORK IS COMPLETE). ITEM ALSO INCLUDES CARTING, STACKING IF REQUIRED BY HPCL ENGINEER IN CHARGE, SPREADING, LEVELLING AND COMPACTING/CONSOLIDATING SURPLUS MATERIALS WITH ANY LEAD WITHIN PLANT PREMISES AT UNOBJECTIONABLE AREA OR AS PER INSTRUCTION OF HPCL ENGINEER-IN-CHARGE.

EXCAVATION OF EARTH — EXCAVATION FOR FOUNDATION UPTO REQUIRED IN HARD ROCK AND EXCAVATION SHALL BE DONE BY CHISELLING/PNEUMATIC DRILLING/TRACTOR/TRAILER MOUNTED JACK HAMMERS AS PER IS STANDARD FOR HARD ROCK. RATE TO INCLUDE DRESSING THE SIDES AND BOTTOM, BAILING OUT OF WATER IF ENCOUNTERED, SHORING, STRUTTING AS REQUIRED AS PER SITE CONDITION, BACKFILLING AFTER THE CONSTRUCTION OF FOUNDATION, TRENCHES/PLINTH BEAM ETC COMPACTING BY THE SIDE OF THE FOUNDATION INCLUDING SPREADING, WATERING AND COMPACTION AND STACKING THE EXCAVATED DEBRIS AND STACK MEASUREMENT SHALL BE TAKEN APPLYING 50% DEDUCTION FOR VOIDS; HANDLING AND LIFTINGS AND TRANSPORTATION WITHIN THE PLANT BOUNDARY, AS DIRECTED BY THE HPCL ENGINEER IN CHARGE, COMPLETE. THE MEASUREMENT OF THE EXCAVATION WOULD BE BASED ON ACTUAL DEPTH OF EXCAVATION WITH APPLICABLE RATE FOR DIFFERENT DEPTHS. EXCAVATION IN HARD ROCK 3 UPTO 6 MT BLASTING WILL NOT BE PERMITTED. SCOPE INCLUDES OBTAINING APPROVAL FROM MINING DEPARTMENT/APPLICABLE DEPARTMENTS.

EXCAVATION OF EARTH — EXCAVATION OF EARTH, FOR DEPTH UPTO AND INCLUDING 3.0 M,1.FOR FOUNDATIONS OF BUILDINGS, ROADS, DRIVEWAYS, PEDESTALS ETC. OR ANY OTHER PLACE AS, IN ORDINARY SOILS INCLUDING SOFT ROCK/DISINTEGRATED ROCK, IN BOTH DRY AND WET CONDITIONS.2.INCLUDING PUMPING AND BAILING OUT SURFACE AND SUBSOIL WATER, SHORING, STRUTTING AS REQUIRED AS PER SITE CONDITION, SLUSH REMOVAL, INCLUDING BACKFILLING ETC, IN LAYERS AT ALL HEIGHTS AND DEPTHS AS PER DRAWING AND SPECIFICATIONS WHEREVER REQUIRED, IN FOUNDATION PITS, UNDER FLOORS AND OTHER PLACES WITH EXCAVATED SUITABLE SURPLUS EARTH, INCLUDING RECLAIMING FROM SPOIL HEAPS KEPT ELSEWHERE INCLUDING DRESSING AND LEVELLING, WATERING AND MECHANICAL COMPACTION ETC.3.TRANSPORTING SURPLUS SOIL TO UNOBJECTIONABLE PLACE WITHIN BOUNDARY LIMITS AND SPREADING IN LAYERS.4.THE MEASUREMENT FOR PAYMENT SHALL BE FOR THEORETICAL VOLUME ONLY AND IT SHALL BE THE VOLUME OF THE BLOCK OF THE EXCAVATION HAVING MAXIMUM BOTTOM DIMENSION OF THE FOUNDATION AS PER DRAWING AND TO ACTUAL DEPTH UP TO AND INCLUDING 3.0 M

EXCAVATION OF EARTH — EXCAVATION OF EARTH, FOR DEPTHS ABOVE 3.0 M AND UPTO 7.0 M, SHORING, STRUTTING1.FOUNDATIONS OF STRUCTURAL SHEDS, ROADS, DRIVE WAYS, PEDESTALS, TRESTLE BRIDGES, CULVERTS, PITS, TRENCHES, ETC. OR ANY OTHER PLACE AS DIRECTED.2.IN ORDINARY SOILS INCLUDING SOFT ROCK/DISINTEGRATED ROCK, SHORING, STRUTTING AS REQUIRED AS PER SITE CONDITION, INCLUDING BACKFILLING ETC.3.IN LAYERS AT ALL HEIGHTS AND DEPTHS AS PER SPECIFICATIONS/REQUIREMENTS AND AS DIRECTED/ WHEREVER REQUIRED.4.IN FOUNDATION PITS AND OTHER PLACES WITH EXCAVATED SUITABLE SURPLUS EARTH.5.INCLUDING RECLAIMING FROM SPOIL HEAPS KEPT ELSEWHERE INCLUDING DRESSING AND LEVELLING, WATERING AND MECHANICAL COMPACTION ETC. 6. TRANSPORTING SURPLUS SOIL TO UNOBJECTIONABLE PLACE WITHIN BOUNDARY LIMITS AND SPREADING IN LAYERS.7. THE MEASUREMENT FOR PAYMENT SHALL BE FOR THEORETICAL VOLUME ONLY BASED ON INITIAL AND FINAL LEVELS JOINTLY RECORDED JOB TO BE COMPLETED AS PER ATTACHED TECHNICAL SPECIFICATION AND AS COMPLETE.8. THE CONTRACTOR SHALL TAKE INTO ACCOUNT IN HIS RATE, THE PROVISION FOR EXCESS EXCAVATION FOR NECESSARY WORKING SPACE, SLOPE, STEPS ETC., REQUIRED FOR EXCAVATION, SAFETY AND OTHER ALLIED WORKS AND REFILLING THE SIDE SLOPES AND WORKING SPACE ETC.

SPLY AND FILLING OF SAND — SUPPLYING AND FILLING SAND OF APPROVED QUALITY CONTAINING NOT MORE THAN 20% COHESIVE FINES NAMELY CLAY, 20 MM AND DOWN SIZE GRADING, INCLUDING EXCAVATION AT BORROW PITS OUTSIDE SITE PREMISES, PAYMENT OF ALL ROYALTIES, TAXES, ETC TO STATUTORY AUTHORITY FOR OPERATING THE BORROW PIT, LOADING AT BORROW PIT END, TRANSPORTATION FROM BORROW PIT TO HPCL PROJECT SITE, REMOVING DEBRIS, ORGANIC MATTER, ETC SPREADING IN LAYERS NOT EXCEEDING 300MM LOOSE DEPTH, WATERING, COMPACTION WITH VIBRATORY ROLLER TO OBTAIN 95% OF STANDARD PROCTOR MAXIMUM LABORATORY DRY DENSITY AND FINISHING TO SLOPES AND GRADES AS PER DRAWINGS ALL COMPLETE AS PER SPECIFICATIONS AND INSTRUCTIONS OF HPCL ENGINEER-IN- CHARGE. RATE SHALL BE APPLICABLE FOR ALL DEPTHS BELOW NGL AND UPTO 3M ABOVE NGL. THE JOB TO BE EXECUTED AS PER ATTACHED TECHNICAL SPECIFICATIONS, JOB PROCEDURES ETC COMPLETE AND AS DIRECTED BY ENGINEER-IN-CHARGE.EXCAVATION IN MURRUM PAD FOR STONE RING BEAM INCLUDING TRIMMING OF SIDES; SHUTTERING, DISPOSAL OF EXCAVATED MURRUM TO DESIGNATED SPOTS WITHIN THE PLANT PREMISES; LEVELLING AT DESIGNATED SPOT IN ACCORDANCE WITH NOTES TO BOQ; ALL COMPLETE AS PER DIRECTIONS OF HPCL ENGINEER-IN-CHARGE.

SPLY AND FILLING OF — MURRUM FILLING 200 MM LAYER WISE/ROAD/DYKE-SUPPLYING AND FILLING MURRUM OF APPROVED QUALITY WITH PI OF 5-25 (MEDIUM PLASTIC) CONTAINING NOT MORE THAN 20% COHESIVE FINES NAMELY CLAY, 20 MILLIMETER AND DOWN SIZE GRADING AND MAX. DRY DENSITY OF MATERIAL NOT LESS THAN 1.80 GMS/CC, INCLUDING EXCAVATION AT BORROW PITS OUTSIDE PLANT PREMISES, PAYMENT OF ALL ROYALTIES, TAXES, ETC. TO STATUTORY AUTHORITY FOR OPERATING THE BORROW PIT, LOADING AT BORROW PIT END, TRANSPORTATION FROM BORROW PIT TO HPCL DEPOT, REMOVING DEBRIS, ORGANIC MATTER, ETC. SPREADING IN LAYERS NOT EXCEEDING 200 MILLIMETER LOOSE DEPTH, WATERING, COMPACTION WITH VIBRATORY ROLLER TO OBTAIN 95% OF STANDARD PROCTOR MAXIMUM LABORATORY DRY DENSITY AND FINISHING TO SLOPES AND GRADES AS PER DRAWINGS ALL COMPLETE AS PER SPECIFICATIONS AND INSTRUCTIONS OF HPCL ENGINEER-IN-CHARGE. VENDOR TO CARRY OUT TESTING OF MURRUM AT HPCL APPROVED LABORATORY FOR EACH APPROVED SOURCE OF MURRUM. RATE SHALL BE APPLICABLE FOR ALL DEPTHS BELOW NGL AND UPTO 3 METER ABOVE NGL. JOB TO BE CARRIED OUT AS PER DETAILED “STANDARD SPECIFICATION FOR MURRUM PAD TANK FOUNDATION” PROVIDED UNDER TECHNICAL SPECIFICATIONS SECTION OF THIS TENDER. NOTE: EACH COMPACTED LAYER SHOULD BE TESTED FOR COMPACTION AND WITNESS BY ENGINEER-IN-CHARGE. ONCE CLEAR BY HPCL ENGINEER-IN-CHARGE THEN ONLY PARTY SHALL BE ALLOWED TO WORK FOR NEXT LAYER.

SPLY AND LAYG OF PCC — PCC M-15(MODERATE):SUPPLYING AND PROVIDING OF APPROVED DESIGN MIX,REINFORCED CEMENT CONCRETE OF GRADE M-15 (EXCLUDING SHUTTERING AND REINFORCEMENT) AT BELOW THE GROUND LEVEL 0 TO 3 M INCLUDING CURING AND TESTING IN ALL TYPES OF FOUNDATIONS, FOOTINGS, EQUIPMENT FOUNDATIONS, COLUMNS, PEDESTAL,WALL, LINTELS, PLINTH BEAMS, BRACKETS, SILLS, PARAPETS, BANDS AND ANY OTHER WORKS ALL COMPLETE AS PER DRAWINGS, SPECIFICATION AND INSTRUCTION OF ENGINEER. FOR DESIGN MIX, MODERATE EXPOSURE SHALL BE CONSIDERED . DESIGN MIX SHALL BE AS PER IS:456-2000 & IS: 10262 AND SAME SHALL BE DESIGNED BY A LAB/AGENCY/INSTITUTION APPROVED BY HPCL.RMC WILL BE PERMITTED BASED ON PRIOR INSPECTION BY HPCL. MINIMUM CEMENT CONTENT SHALL BE 240 KG/M3 FOR M-15. BELOW THE GROUND LEVEL 0 TO 3 M

SPLY AND LAYG OF — JOB INCLUDES PROVIDING, MIXING AND PLACING IN POSITION R.C.C. OF GRADE M25 DESIGN MIX / RMC AS PER SPECIFICATIONS AND DRAWINGS WITH 20 MM DOWNGRADED COARSE AGGREGATES IN FOUNDATIONS, FOOTINGS, RAFTS, WALL AND OTHER CAST-IN-SITU WORKS, ETC. FOR ALL DEPTHS AND HEIGHTS, INCLUDING FORMWORK, VIBRATING, CURING, ETC. COMPLETE AS PER DRAWINGS, SPECIFICATIONS AND AS DIRECTED BY ENGINEER-IN-CHARGE. (REINFORCEMENT SHALL BE PAID FOR SEPARATELY).

SPLY AND LAYG OF RCC — SUPPLYING AND PROVIDING OF APPROVED DESIGN MIX, REINFORCED CEMENT CONCRETE OF (MODERATE) M-25 (EXCLUDING SHUTTERING AND REINFORCEMENT) WITH 20 MM AND DOWN SIZE STONE AGGREGATES AT SPECIFIED DEPTHS AND HEIGHTS INCLUDING CURING AND TESTING IN ALL TYPES OF FOUNDATIONS, FOOTINGS, EQUIPMENT FOUNDATIONS, COLUMNS, PEDESTALS, WALL, LINTELS, PLINTH BEAMS, BRACKETS, PARAPETS, BANDS AND ANY OTHER WORKS ALL COMPLETE AS PER DRAWINGS, SPECIFICATION AND INSTRUCTION OF ENGINEER. RATE ALSO TO INCLUDE NECESSARY POLYTHENE SHEETS OF APPROVED QUALITY TO BE PLACED BEFORE LAYING THE CONCRETE IN CASE OF RCC DRIVEWAYS, FLOORS AND WHEREVER REQUIRED AND DIRECTED BY HPCL EIC. FOR DESIGN MIX, MODERATE EXPOSURE SHALL BE CONSIDERED AND WATER CEMENT RATIO SHALL BE LIMITED TO 0.5. DESIGN MIX SHALL BE AS PER IS:456-2000 AND IS: 10262 AND SAME SHALL BE CARRIED OUT BY A LAB/AGENCY/INSTITUTION APPROVED BY HPCL. RMC WILL BE PERMITTED BASED ON PRIOR INSPECTION BY HPCL. MINIMUM CEMENT CONTENT SHALL BE 300 KG/M3 FOR M-25 . CEMENT WOULD BE ORDINARY PORTLAND CEMENT. DEPTH 0 TO 3 M