BITUMEN EHT MECH & CIVIL WORKS

Decom&Boxing TK&fix. 2 — commissioning & boxing up of Tanks for fixing 2 clamps each for 2 nos of supplied Heater, length of 3mtr, as per scope of works give in Tender

REMOVAL OF INSULATION — B SCOPE INCLUDES REMOVAL OF CLADDING,INSULATION WOOL/TILES, SEGREGATION, WEIGHMENT ANDSHIFTING OF CLADDING SHEETS AND SCRAP WOOL ODESIGNATED LOCATION AS DIRECTED BY THE JOBENGINEER.

PRIMER - SELF PRIMING — FER DETAILED DISCRIPTION AS PER THE ATTACHEDTENDER BOQ

CONCRETE BREAKING — SMANTLING OF CONCRETE DEBRIS FOUND DURINGEXCAVATION/SITE RELATED WORK AND SHIFTING THEMATERIAL OUTSIDE PLANT

EXCAVATION OF EARTH — CAVATION TO BE CARRIED OUT AS PER THEINSTRUCTION OF SIC FOR EXPOSING UNDERGROUNDUTILITIES AND CABLES .BIDDER SHOULD ENSURE THAT NDERGROUND UTILITIES ARE TO BE PROTECTED DURINGCONSTRUCTION. THE BIDDER WILL BE RESPONSIBLE FORANY DAMAGE OF UNDERGROUND UTILITI AND SHOULDREPAIR IT AT BIDDERS COST AND RISK. UNDERGROUNDCABLES SHOULD BE EXPOSED AND PLACED IN SADDLESUPPORTS IN THE EXCAVAT PORTION TO PREVENTDAMAGE FROM PILING JOBS. THE QUOTED RATE INCLUDESREMOVAL OF STUMPS AND ROOTS TO FULL EXTENT,REMOVAL OF ALL GETATION INCLUDING BUSHES ANDGRASS, DEWATERING, TAKING CO-ORDINATE WISE SPOTLEVELS @ 5M C/C INTERVALS IN GRID PATTERN,LEVELLIN DRESSING AND ROLLING THE EXCAVATEDSURFACE, LOADING, TRANSPORTATION AND UNLOADINGAND LEVELLING OF EXCAVATED EARTH AT A DESIGNATE DUMPING SPOT WITHIN HPCL PLANT PREMISES

SUPPLY AND LAYING OF RCC — OVIDING AND LAYING REINFORCED CEMENT CONCRETE1:1.5:3 (1 CEMENT : 1. 5 SAND : 3 GRADED MACHINECRUSHED BLUE GRANITE METAL OF 20 MM OMINAL SIZE)FOR FOOTINGS, FLOORS, COLUMNS, PEDESTALS, PIPESLEEPER SAND PAVING INCLUDING VIBRATING ANDCURING. PROVIDING SHUTTER G WITH PLYWOOD WITHALL FORM OF WORK INCLUDING LABOUR AND MATERIALFOR PIPE SUPPORTS ETC COMPLETE AS DIRECTED BY JOBENGINEER. PA ENT FOR SHUTTERING WILL BE MADESEPARATELY AS FURNISHED IN SCHEDULE OF RATES.

SPLY AND LAYG OF HUME — PPLYING, TRANSPORTING, PLACING, JOINTING ANDENCASING NP3 CLASS REINFORCED CEMENT CONCRETEHEAVY DUTY NON- PRESSURE HUME PIPES 300 DIAMETER CONFORMING TO IS:458:2003 WITH SPIGOTAND SOCKET ENDS SUITABLE FOR RUBBER RING ROLL-ONJOINT WITH ALL REQUIRED ACCESSOR S LIKE GASKETS,JOINTING MATERIALS INCLUDING MORTAR AS APPLICABLEFOR PIPE CULVERT ALL COMPLETE AS PER INSTRUCTIONSOF HPCL. PCC/ C FOR ENCASING SHALL BE PAIDSEPARATELY. DRAWING GIVEN IN THE TENDER SHALL BEFOLLOWED AS PER ATTACHMENT

SUP/INST- MINERAL — PPLY AND APPLICATION OF MACHINE STITCHED RESINBONDED MINERAL WOOL INSULATION, AS PER IS-8183,GROUP-3 STANDARD, HAVING NOMINAL DE ITY OF 140KG/M3, ALKALINITY (PH) 7 TO 10, MAXIMUM SULPHURCONTENT OF 0.6% AND MAXIMUM CHLORIDE CONTENT OF0.01%. THICKNESS OF IN LATION SHALL BE AS PERHPCL ADVISE/DRAWING RECOMMENDATION, APPLIED INSINGLE OR MULTIPLE LAYERS AS REQUIRED. FILL INLOOSE WOOL A REQUIRED TO MAKE EVEN SURFACE OFUNIFORM THICKNESS SPECIFIED. INSULATION WITHWATER-PROOFING COMPOUND OUTER FINISH SHALL BEBACKE ON THE OUTSIDE OF INSULATION WITH 24 SWG X?? GI HEXAGONAL WIRE NETTING. INSULATION SECTIONSSHALL BE WRAPPED IN POSITION WITH 15 WIDE X0.6 MM THICK SS304 BANDS AT AN INTERVAL OF 300MM, DULY TIGHTENED. PAYMENT SHALL BE MADE PERM3OF ACTUAL VOLUME OF INSULA ON APPLIED,CALCULATED AS PER THE CODE.

SHEET,AL,22SWG — EET; MATERIAL:ALUMINIUM; THICKNESS:22 SWG;SIZE:N/A; FOR COVER SHEET TO LRB ROCKWOOLCONFIRMING TO IS 737

SPLY & LAYG OF SHEET — OVIDING AND LAYING IN POSITION HDPE SHEETS OF300 MICRON THICKNESS OF APPROVED MAKE AND QUALITYBELOW GRADE SLAB, RAFT SLAB ETC, W H 150 MMLAPS. INSTALLATION AND JOINTING SHALL BE DONE ASPER MANUFACTURER INSTRUCTION, COMPLETE ASDIRECTED AND INSTRUCTED BY EN NEER-IN-CHARGE.