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EXCAVATION OF EARTH UPTO 12173-PAMPORE LPG PLANT — EXCAVATION BY MANUAL OR MECHANIZED METHOD UPTO 1.5 M BELOW NGL/FGL AROUND FOUNDATION, DUCT BANKS, CULVERTS AND TRENCHES IN ALL TYPES OF SOIL VIZ. EARTH, SAND, GRAVEL, CLAY, SOFT AND HARD MURUM ETC. (EXCLUDING HARD ROCK) FOR FOOTINGS, STEPS, PLINTH BEAMS, DRAINS, TRENCHES, CULVERTS, DUCT BANKS, MANHOLES, ETC. INCLUDING SHORING STRUTTING, DEWATERING WHERE REQUIRED (UNTIL FOUNDATION WORK IS COMPLETE). ITEM ALSO INCLUDES CARTING OF SURPLUS EXCAVATED EARTH, STACKING, SPREADING, LEVELLING AND COMPACTING/CONSOLIDATING SURPLUS MATERIALS WITHIN HPCL'S PREMISES OR OUTSIDE AT AN APPROVED PLACE FOR ALL LEADS AS PER INSTRUCTIONS OF ENGINEER IN CHARGE (RATE INCLUDES REMOVAL OF ANY VEGETATION, SMALL SHRUBS ETC. HAVING GIRTH OF 300 MM OR LESS). COMPLETE AS PER PROJECT DRAWINGS, SPECIFICATIONS AND AS DIRECTED BY ENGINEER IN CHARGE.NOTE 1: TOP SOIL TO BE CLEARED OF SHRUBS GRASS ETC INCLUDING ROOTS AND 150 MM TOP SOIL TO BE STORED SEPARATELY WITHIN HPCL'S PREMISES OR OUTSIDE FOR ALL LEADS AND TO BE USED FOR MICRO GRADING AS REQUIRED.NOTE 2: RATE SHALL BE INCLUSIVE OF ALL ROYALTIES/OBTAINING CLEARANCE OF LOCAL AUTHORITIES FOR DISPOSAL AND BORROW AREA, NO EXTRA COST WHATSOEVER THAN THE QUOTED RATES SHALL BE PAID.NOTE 3: RATE SHALL BE INCLUSIVE OF TEST PITS REQUIRED TO LOCATE EXISTING UNDER GROUND UTILITIES IN THE EXCAVATION AREA AS PER THE ENGINEER-IN-CHARGE INSTRUCTIONS.NOTE 4: CONTRACTOR SHALL SELECT THE LOCATION FOR DUMPING IN LOCAL AUTHORITY APPROVED AREA WITH DOCUMENTARY PROOF.NOTE 5: RATE SHALL BE INCLUSIVE OF CUT AND FILL SLOPE AS PER PROJECT SPECIFICATION REQUIRED AT SITE DURING EXCAVATION HOWEVER EXCAVATED VOLUME AS PER APPROVED DRAWING (FOUNDATION/STRUCTURE SIZE) SHALL ONLY BE CONSIDERED FOR MEASUREMENT.

SPLY AND LAYG OF RUBBLE — PROVIDING AND LAYING RUBBLE SOLING OF REQUIRED THICKNESS INCLUDING HAND PACKING, FILLING THE INTERSTICES WITH CHIPS, SPALLS AND BINDING WITH GRIT/STONE DUST/MURRUM/USABLE SOIL AND WATERING, COMPACTING BY HAND RAMMING.

SPLY AND LAYG OF PCC 1:4:8 — PROVIDING AND LAYING PCC 1:4:8 AT ALL LEVELS: PROVIDING AND LAYING PCC 1:4:8 USING 40 MM AND DOWN SIZE GRADED STONE AGGREGATES IN BRICK FOUNDATION ETC, OR AS SUGGESTED BY HPCL, INCLUDING MACHINE MIXING, PROVIDING FORMWORK IF REQUIRED, PLACING, COMPACTING BY HAND RAMMING, CURING ETC COMPLETE, ALL NECESSARY TESTS OF MATERIALS TO BE PERFORMED AS MENTIONED IN LIST, BEFORE ANY MATERIAL TO BE USED AT SITE, THE PARTY SHALL HAVE TO PRODUCE MANUFACTURER'S CERTIFICATION ON THE MATERIAL QUALIFYING CRITERIA STATED IN IS CODE AND LIMITS SPECIFIED IN THE IS/CPWD SPECIFICATION BEFORE THE MATERIAL TO BE SITED, HPCL RESERVES THE RIGHT TO DO RANDOM SAMPLING AND TESTING AS PER IS/CPWD SPECIFICATION TO ASSESS MANUFACTURER'S CERTIFICATION ON QUALIFYING NORMS SPECIFIED IN THE CPWD SPECIFICATION. COST INCLUDE EXPENSES FOR TESTING MATERIAL TRANSPORTATION AND THEIR TEST RESULTS CERTIFICATES FROM APPROVED LAB, THE PARTY SHALL HAVE TO SUBMIT SUPPLIER'S (SUPPLIER/SOURCE OF MATERIAL AS APPROVED BY HPCL) BILLS ALONG WITH TESTING REPORTS.

SPLY/LAY OF CONCRETE — PROVIDING, MIXING AND PLACING REINFORCEMENT CEMENT CONCRETE 1:1.5:3 MIX USING 20 MM AND DOWN SIZE GRADED CRUSHED AGGREGATE INCLUDING PROVIDING AND FIXING NECESSARY PLYWOOD/STEEL SHUTTERING, SCAFFOLDING, BRACING, MACHINE MIXING, COMPACTING BY VIBRATORS, CURING, HACKING THE SURFACE TO RECEIVE PLASTER ETC. COMPLETE. RATE SHALL BE EXCLUSIVE OF THE COST OF STEEL REINFORCEMENT, WHICH WILL BE PAID UNDER A SEPARATE ITEM. CONCRETE CONFORMING TO RELEVANT SPECIFICATIONS OF IS 456 - LATEST EDITION. FOR TOP SLAB OF UG TANK / FOR COLUMNS/BEAMS

SPLY AND FIXG OF REINF — SUPPLY AND FIXING OF REINFORCEMENT STEEL, CORROSION RESISTANT: PROVIDING AND PLACING IN POSITION IN RCC WORKS CORROSION RESISTANT (AS PER IS 9077) STEEL REINFORCEMENT (FE-500) (INCLUDING COST OF BINDING WIRE) AS PER DRAWING AND SPECIFICATIONS, AT ALL HEIGHT AND DEPTHS INCLUDING CARTING CLEANING, CUTTING, STACKING, BENDING, TYING ETC. COMPLETE AS SPECIFIED AND DIRECTED (FAN HOOKS WILL BE MEASURED AND PAID UNDER THIS ITEM). CONTRACTOR TO NOTE THAT REINFORCEMENT STEEL MANUFACTURED BY APPROVED MAKE ONLY WILL BE PERMITTED.

SPLY FAB ERECT OF STRL — STRL STEEL-S,F,W AND E: SUPPLYING,TESTING,FABRICATING,BOLTING,WELDING,INSPECTION BY TPI, ERECTING AND PROVIDING PRE- FABRICATED STRUCTURAL STEEL CONFORMING TO IS:2062 E 250(FE 410 W) GRADE A/B INCLUDING ANGLES, CHANNELS,BEAMS,ROUNDS,PLATES,ETC AS PER DRAWINGS FOR ALL KINDS OF STRUCTURAL STEEL WORK INCLUDING PURLINS, BEAMS, COLUMNS,TIES,PORTALS,TRUSSES,SAG RODS,RUNNERS,CLEATS,BRACKETS,GI PIPE SLEEVES, INSERTS AND WELD FILLERS, SHIM PLATES, INCLUDING MAKING TEMPLATES, WELDING, BOLTING, ERECTION BOLTS, ERECTION CLEATS, SPLICINGS, STRENGTHENING OF MEMBERS,ETC; TRANSPORTATION TO PLACE OF ERECTION,HANDLING,USE OF ALL SAFETY EQUIPMENTS, HYDRA CRANE, CHAIN PULLEY BLOCKS ETC;CARRYING OUT WELDING PROCEDURE/WELDER QUALIFICATION TESTS;PUG CUTTING/GAS CUTTING; DRILLING HOLES OF SUITABLE SIZE; SUPPLYING AND PROVIDING ERECTION AND PERMANENT BOLTS WITH NUTS AND WASHERS ALL COMPLETE AS PER DRAWINGS AND INSTRUCTIONS OF ENGINEER-IN-CHARGE.UNIT WT WILL BE CONSIDERED AS PER BIS ONLY AND IN CASE ACTUAL WEIGHT IS LESS THEN THEORETICAL WEIGHT, THEN ONLY ACTUAL WEIGHT WILL BE CONSIDERED FOR MEASUREMENT. APPROVED MFRRS:SAIL,VIZAG STEEL,TISCO, JINDAL OR APPROVED MANUFACTURER.FABRICATION WORK SHALL BE CARRIED OUT AT AN APPROVED SHOP ARRANGED BY THE CONTRACTOR.DUE TO SAFETY AND SPACE CONSTRAINTS, HPCL WILL PERMIT THE CONTRACTOR TO CARRY OUT THE ENTIRE FABRICATION WORK AT AN APPROVED SHOP OUTSIDE THE PLANT PREMISES SUBJECT TO ALL APPLICABLE TAXES AND DUTIES BEING BORNE BY CONTRACTOR.TRANSPORTATION AND ALL OTHER CHARGES RELATED TO SHOP FABRICATION AND SITE ERECTION SHALL BE BORNE BY CONTRACTOR ONLY. QUOTED RATES ARE ALSO DEEMED TO INCLUDE SHOP INSPECTION BY A TPI FOR THE QUALITY OF WORK.

SPLY/FIXG OF CONCERTINA — COIL FENCING: PROVIDING AND FIXING CONCERTINA COIL FENCING WITH PUNCHED TAPE CONCERTINA COIL 600 MM DIAMETER 10 METRE OPENABLE LENGTH (TOTAL LENGTH 90 METRE), HAVING 50 NOS ROUNDS PER 6 METRE LENGTH, UPTO 3 METRE HEIGHT OF WALL WITH EXISTING ANGLE IRON 'Y' SHAPED PLACED 2.4 METRE OR 3 METRE APART AND WITH 9 HORIZONTAL R. BT REINFORCED BARBED WIRE, STUD TIED WITH GALVANIZED IRON STAPLES AND GALVANIZED IRON CLIPS TO RETAIN HORIZONTAL, INCLUDING NECESSARY BOLTS OR GALVANIZED IRON BARBED WIRE TIED TO ANGLE IRON, ALL COMPLETE AS PER DIRECTION OF ENGINEER-IN-CHARGE, WITH REINFORCED BARBED TAPE(R. B. T)/SPRING CORE (2.5 MM THICK) WIRE OF HIGH TENSILE STRENGTH OF 165 KG/ SQ.MM WITH TAPE (0.52 MM THICK) AND WEIGHT 43.478 GM/METRE (COST OF M. S. ANGLE, CC BLOCKS SHALL BE PAID SEPARATELY).

SPLY/FIX OF BARBED WIRE — SUPPLYING, PROVIDING AND PULLING GALVANIZED BARBED WIRE CONFORMING TO IS:278 MADE FROM TWO STRANDS OF GALVANIZED TWISTED 2.5 MM (12 GAUGE) STEEL WIRE WITH 4 POINTS OF GALVANIZED BARBS; EACH BARB WITH TWO TURNS TIGHTENING AROUND ONE OR BOTH LINE WIRES MAKING ALTOGETHER FOUR COMPLETE TURNS. DIAMETER OF BARB WIRE SHALL BE 2 MM (MINIMUM) C/C SPACING BETWEEN TWO CONSECUTIVE BARBS SHALL BE 100 MM +/- 10 MM.ULTIMATE TENSILE STRENGTH: 350-550 MPA. RATES INCLUDE SUPPLYING & FIXING NECESSARY GI STAPLES, CLIPS, PINS, STRAINING BOLTS, TENSIONING THE BARBED WIRE ETC REQUIRED TO COMPLETE THE JOB. THE BARB WIRE SHALL BE CLASS 3 QUALITY, ZINC COATING 275 GSM.

SPLY&LAY OF PCC,1:2:4 — PCC (1:2:4): SUPPLY & LAYING OF PCC (1:2:4) INCLUDING CEMENT , SAND, AGGREGATE, WATER, LABOUR, PROVISION OF TEMPORARY SIDE SHUTTERING, CENTERING KEEPING THE SAME IN POSITION DURING CONCRETING AND REMOVING THE SAME AFTER SPECIFIC PERIOD, RAMMING, TAMPING, SUPPLY OF MANPOWER TOOLS, TACKLES, CURING ETC. ALL COMPLETE AS PER SPECIFICATIONS AND INSTRUCTIONS OF ENGINEER-IN-CHARGE. PCC (1:2:4) USING 20 MM AND DOWN SIZE GRADED STONE AGGREGATES. VIBRATOR TO BE USED WHENEVER DIRECTED BY ENGINEER-IN-CHARGE WITHOUT ANY EXTRA COST.

SPLY AND APPLY OF PU — SUPPLY AND APPLY OF PAINT: JOB INCLUDES SURFACE PREPARATION OF PIPELINE AND STRUCTURAL MEMBERS TO ST2 OF SWEDISH STANDARD SIS055900 AND SUPPLY AND APPLICATION OF PAINT AS PER THE FOLLOWING, ONE COAT OF 125 MICRON PROTECT MASTIC PAINT, INTERMEDIATE COAT HI BUILD MIO OF 200 MICRONS AND 2 COATS OF POLY URETHANE-80 MICRONS AS FINISH COAT AS PER COLOR CODE OF HPCL/VISUAL IDENTITY MANUAL/INSTRUCTION BY EIC, (TOTAL 405 MICRON) OF APPROVED MAKE.