Tank Jobs @ 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.

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

REINFORCEMENT STEEL — SUPPLYING, FABRICATING, AND PLACING IN POSITION TMT REINFORCEMENT BAR CONFORMING TO IS 1786 GRADE FE 415 / FE 500 INCLUDING CUTTING, BENDING & SUPPLY AND BINDING WITH 18 SWG ANNEALED BINDING WIRE. PAYMENT SHALL BE MADE AS PER REINFORCEMENT DRAWINGS AND AS PER THEORETICAL WEIGHTS ONLY. AUTHORIZED CHAIRS, SPACERS AND LAPS WILL BE CONSIDERED FOR PAYMENT. WEIGHT OF BINDING WIRE SHALL NOT BE CONSIDERED FOR PAYMENT. PAYMENTS OF 40 MM DIA RODS TO BE PROVIDED AT THE TOP OF THE FOUNDATION WILL BE MADE UNDER THIS ITEM. REINFORCEMENT STEEL HAS TO BE SAIL / TATA TISCON/JINDAL/VIZAG STEEL/RINL MAKE. PARTY HAS TO SUBMIT MANUFACTURERS TEST REPORT. SAMPLES OF REINFORCEMENT WILL BE SENT TO LAB AND COST OF TESTING WILL BE BORNE BY VENDOR.

SPLY CONST OF BRICK — PROVIDING AND CONSTRUCTING BRICK MASONRY SUPER-STRUCTURE IN CM 1:5 USING 35B CLASS BRICKS OF MINIMUM COMPRESSIVE STRENGTH 35 KG/SQ.CM AND CONFORMING TO IS: 1077-1986 INCLUDING PROVIDING ALL OPENINGS AND PROJECTIONS AS PER THE DRAWING, RAKING THE JOINTS TO 1 CM DEEP, SCAFFOLDING, SOAKING OF BRICKS PRIOR TO USE AND CURING ETC COMPLETE AS PER SPECIFICATIONS. MEASUREMENT OF MASONRY WILL BE BASED ON ACTUAL THICKNESS OF WALL CONSTRUCTED. (A)BRICK FOR MASONRY IN FOUNDATION, WALLS AND OTHER LOCATION SHALL BE HAND OR MACHINE MOULDED AND MADE FROM SUITABLE SOIL AND KILN BURNT. THEY SHALL HAVE REGULAR AND UNIFORM SIZE AND COLOUR, SHARP STRAIGHT AND RIGHT ANGELED EDGES AND DEEP CHERRY RED COLOUR, UNIFORMITY WELL BURNT THROUGHOUT BUT NOT OVER BURNT. THEY SHALL HAVE SMOOTH RECTANGULAR FACES WITH PALLET SIDES AND SHARP CORNERS.