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Tender For Parking Area Development Nasik -, Mumbai-Maharashtra

Hindustan Petroleum Corporation Limited-HPCL has published Tender For Parking Area Development Nasik -. Submission Date for this Tender is 05-08-2021. Earth Work Tenders in Mumbai Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

28532865
Tender For Parking Area Development Nasik -
Open Tender
Indian
Maharashtra
Mumbai
05-08-2021

Tender Details

Tender For Parking Area Development Nasik -EXCAVATION AND BACKFILLING:EARTHWORK IN EXCAVATION BELOW GROUND LEVEL IN ALL KINDS OF SOILS UPTO HARD STRATA TO A MAXIMUM DEPTH OF 1.5 M BELOW EXISTING FGL; STAKING OUT OF WORK AS PER SPECIFICATIONS; TAKING SPOT LEVELS ON EDGES AND CENTERLINE AT 3M C/C AS PER SPECIFICATIONS; BAILING OUT OF WATER IF ENCOUNTERED; PROVIDING SIDE STRUTTING AS REQUIRED AS PER SITE CONDITION, SEGREGATING THE EXCAVATED EARTH IN TO SERVICEABLE AND UNSERVICEABLE EARTH AS PER INSTRUCTIONS OF HPCL EIC; STACKING THE SERVICEABLE EARTH SEPARATELY WITHIN PLANT PREMISES FOR ENABLING REUSE FOR BACKFILLING OR ANY OTHER PURPOSE AS PER INSTRUCTIONS OF HPCL; CARTING AWAY AND DISPOSING THE UNSERVICEABLE EARTH AND DISPOSING OFF BEYOND PLANT BOUNDARIES TO SUITABLE DUMPING SPOTS/UNOBJECTIONABLE PLACES; OBTAINING APPROVAL FROM MINING DEPARTMENT/APPLICABLE DEPARTMENTS; LOADING AT HPCL PREMISES; TRANSPORTATION TO DUMPING SPOTS/UNOBJECTIONABLE PLACES; UNLOADING AND LEVELLING AT DUMPING SPOTS/UNOBJECTIONABLE PLACES; CONTRACTOR SHALL ENSURE THAT THERE ARE NO CLAIMS FROM ANY PARTY TOWARDS DUMPING OF EARTH; INCLUDING BACKFILLING IN ALL POSITIONS, IN LAYERS AT ALL HEIGHTS AND DEPTHS AS PER DRAWING AND SPECIFICATIONS WHEREVER REQUIRED, IN FOUNDATION PITS AND OTHER PLACES. 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.QUOTED RATES ARE DEEMED TO INCLUDE TRANSPORTATION AND DISPOSAL OF UNSERVICEABLE EARTH AND BOULDERS FOR ALL LEADS OUTSIDE PLANT BOUNDARY BUT QTTY DISPOSED OFF WILL BE USED IN EARTH RECONCILIATION AFTER DEDUCTING 30% FOR VOIDS.THE CONTRACTOR SHALL TAKE INTO ACCOUNT IN HIS RATE, THE PROVISION FOR EXCESS EXCAVATION FOR NECESSARY WORKING SPACE, SIDE SLOPE AND BACKFILLING THE SAME. EXISTING GROUND LEVEL/T.L SHALL BE RECORDED JOINTLY BEFORE STARTING OF EXCAVATION. COST TOWARDS DEWATERING OF SURFACE OR SUBSOIL WATER SHALL BE DEEMED TO HAVE INCLUDED IN THE QUOTED RATE.BACKFILLING TO BE DONE WITH SERVICEABLE AND REUSABLE SOILS AVAILABLE FROM EXCAVATION AND STACKED EARLIER WITHIN THE PLANT BOUNDARY INCLUDING RE-EXCAVATING, SHIFTING TO THE SITE OF BACKFILLING, BACKFILLING IN LAYERS; WATERING; COMPACTING; TESTING TO ACHIEVE 95% MDD AS PER LAB RESULTS ALL COMPLETE AS PER INSTRUCTIONS OF HPCL.NOTE: DURING EXCAVATION OPERATIONS, THE BOULDERS MAY DAMAGE TYRES OF THE AUTOMOBILES/EARTH MOVING MACHINERY WHICH SHALL BE TAKEN CARE BY CONTRACTOR WHILE QUOTING HIS RATES, EXCAVATION AND BACKFILLINGEARTHWORK IN EXCAVATION BELOW GROUND LEVEL IN ALL KINDS OF SOILS UP TO HARD STRATA TO A MAXIMUM DEPTH OF 1.5 TO 3 M BELOW EXISTING FGL;STAKING OUT OF WORK AS PER SPECIFICATIONS; TAKING SPOT LEVELS ON EDGES AND CENTERLINE AT 3M C/C AS PER SPECIFICATIONS; BAILING OUT OF WATER IF ENCOUNTERED; PROVIDING SIDE STRUTTING AS REQUIRED AS PER SITE CONDITION, SEGREGATING THE EXCAVATED EARTH IN TO SERVICEABLE AND UNSERVICEABLE EARTH; STACKING THE SERVICEABLE EARTH SEPARATELY WITHIN PLANT PREMISES FOR ENABLING REUSE FOR BACKFILLING OR ANY OTHER PURPOSE AS PER INSTRUCTIONS OF HPCL; CARTING AWAY AND DISPOSING THE UNSERVICEABLE EARTH AND DISPOSING OFF BEYOND PLANT BOUNDARIES TO SUITABLE DUMPING SPOTS/UNOBJECTIONABLE PLACES; OBTAINING APPROVAL FROM MINING DEPARTMENT/APPLICABLE DEPARTMENTS; ALL APPLICABLE PAYMENTS INCLUDING LOADING AT HPCL PREMISES; TRANSPORTATION TO DUMPING SPOTS/UNOBJECTIONABLE PLACES; UNLOADING AND LEVELLING AT DUMPING SPOTS/UNOBJECTIONABLE PLACES; INCLUDING BACKFILLING IN ALL POSITIONS, IN LAYERS AT ALL HEIGHTS AND DEPTHS AS PER DRAWING AND SPECIFICATIONS WHEREVER REQUIRED, IN FOUNDATION PITS AND OTHER PLACES. 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.QUOTED RATES ARE DEEMED TO INCLUDE TRANSPORTATION AND DISPOSAL OF UNSERVICEABLE EARTH AND BOULDERS FOR ALL LEADS OUTSIDE PLANT BOUNDARY BUT QTTY DISPOSED OFF WILL BE USED IN EARTH RECONCILIATION AFTER DEDUCTING 30% FOR VOIDS.THE CONTRACTOR SHALL TAKE INTO ACCOUNT IN HIS RATE, THE PROVISION FOR EXCESS EXCAVATION FOR NECESSARY WORKING SPACE, SIDE SLOPE AND BACKFILLING THE SAME. EXISTING GROUND LEVEL/T.L SHALL BE RECORDED JOINTLY BEFORE STARTING OF EXCAVATION. COST TOWARDS DEWATERING OF SURFACE OR SUBSOIL WATER SHALL BE DEEMED TO HAVE INCLUDED IN THE QUOTED RATE.BACKFILLING TO BE DONE WITH SERVICEABLE AND REUSABLE SOILS AVAILABLE FROM EXCAVATION AND STACKED EARLIER WITHIN THE PLANT BOUNDARY INCLUDING REEXCAVATING, SHIFTING TO THE SITE OF BACKFILLING, BACKFILLING IN LAYERS; WATERING; COMPACTING; TESTING TO ACHIEVE 95% MDD AS PER LAB RESULTS ALL COMPLETE AS PER INSTRUCTIONS OF HPCL.NOTE: DURING EXCAVATION OPERATIONS, THE BOULDERS MAY DAMAGE TYRES OF THE AUTOMOBILES/EARTH MOVING MACHINERY WHICH SHALL BE TAKEN CARE BY CONTRACTOR WHILE QUOTING HIS RATES, EXCAVATION FOR FOUNDATIONS, TRENCHES, DRAINS ETC IN ALL TYPES HARD MURRUM, ASPHALT PAVING, SOFT ROCK INCLUDING SHORING AS REQUIRED AS PER SITE CONDITION, PUMPING OR BAILING OUT WATER, LEVELLING/COMPACTION OF THE EXCAVATED SURFACE ETC COMPLETE. HARD ROCK WILL BE CLASSIFIED AS WHICH REQUIRES CHISELLING OR ANY MECHANICAL EQUIPMENTS.DEPTH UPTO 1.5 M, PROVIDING PRE-CONSTRUCTIONAL ANTI-TERMITE TREATMENT BY INJECTING CHLOROPHYRIFOS / HEPTACHLOR / CHLORDANE EMULSIFIABLE CONCENTRATED 20% WITH 1% CONCENTRATION COMPLETE AND CREATING A CONTINUOUS CHEMICAL BARRIER UNDER AND ALL ROUND COLUMN PITS, WALL TRENCHES, BASEMENT EXCAVATION, TOP SURFACE OF PLINTH FILLING, JUNCTION OF WALL AND FLOOR, EXPANSION JOINTS, ALONG THE EXTERNAL PERIMETER OF BUILDING, OVER THE TOP SURFACE OF CONSOLIDATED EARTH ON WHICH APRON IS TO BE LAID, SURROUNDINGS OF PIPES AND CONDUITS, RETAINING WALL, COMPLETE, AS PER SPECIFICATIONS AND STIPULATIONS LAID DOWN IN IS 6313 (PART II), IS6433:1978,IS 2682:1984, AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR, TOOLS AND IMPLEMENTS ETC. BAILING OF WATER OF ANY KIND, IF ANY, FORMWORK REQUIRED IF ANY TO PROTECT THE SIDES OF TRENCHES AND REMOVAL OF FORMWORK AFTER COMPLETION OF WORK TO THE SATISFACTION OF ENGINEER-IN-CHARGE (PLINTH AREA OF THE BUILDING AT GROUND LEVEL SHALL BE MEASURED FOR PAYMENT), BACK FILLING AND COMPACTION, BACK FILLING USING EXCAVATED EARTH OF GOOD QUALITY WITH LEAD UPTO 150 METER, BREAKING SOIL LUMPS, CARRYING, CARTING, SPREADING IN LAYERS AT SITE IN LAYERS OF THICKNESS NOT EXCEEDING 200 MM, WATERING, RAMMING/MECH. COMPACTION, DRESSING TO LINE AND LEVEL, ALL AS DIRECTED BY OWNER. PAYMENT WILL BE AS PER COMPACTED MEASUREMENT. SCOPE INCLUDES ENABLING AND TEMPORARY WORKS, BAILING OUT WATER, CARTING OUT AND DUMPING IN HEAPS AT DESIGNATED PLACE(S), SHORING, STRUTTING, FENCING, TEMPORARY AND ENABLING WORKS, CONSUMABLES, EQUIPMENT, TOOLS, TACKLES, MANPOWER, SUPERVISION, SUPPLYING &amp; PROVIDING APPROVED QUALITY MURRUM OF PI NOT GREATER THAN 15 AND LABORATORY MDD NOT LOWER THAN 1.7 G/CC FOR FILLING AS PER TENDER SPECIFICATION FOR BACK FILLING, SUB-GRADE &amp; PLINTH FILLING, AROUND THE FOUNDATION, ETC AS APPLICABLE INCLUDING COST OF SUPPLY OF MURRUM FROM BORROW PITS OUTSIDE HPCL PLANT; TESTING, SPREADING IN LAYERS OF 200 MM THICK, WATERING AND COMPACTING WITH PLATE VIBRATOR/HAND COMPACTOR AS DECIDED BY THE SITE-IN-CHARGE TILL MIN. 95%MDD OF LAB STANDARD PROCTOR TEST IS ACHIEVED; TESTING; COMPLYING ALL THE REQUIREMENT OF MINING DEPT/APPLICABLE DEPT OF UT OF D&amp;NH; ROW PAYMENTS; TRANSPORTATION TO SITE FOR ALL APPLICABLE LEADS &amp; LIFTS COMPLETE IN ALL RESPECT AS PER TENDER SPECIFICATION/SCOPE OF WORK ETC, AS DIRECTED BY HPCL EIC. QUOTED RATES ARE DEEMED TO INCLUDE DRESSING UP THE SURFACE, BREAKING CLODS, REMOVAL OF SLUSH AND WATER, REMOVAL OF SURPLUS EARTH AFTER FORMATION, WATERING RE-HANDLING AT SITE AND CONDUCTING INITIAL LABORATORY TESTS ON SAMPLES AND CONSEQUENT INSTITUTE DRY DENSITY/OMC TESTS AT 500 SQM OF AREA AFTER EACH LAYER OF FILLING. THE INITIAL FILLING SHOULD START ONLY AFTER STRIPPING THE AREA FROM BUSHES, GRASS AND OTHER VEGETATION. NO SEPARATE PAYMENT WILL BE MADE FOR CLEARING BUSHES, VEGETATION AND OTHER MATERIALS. JOB TO BE COMPLETED AS PER ATTACHED TECHNICAL SPECIFICATION AND AS DIRECTED BY HPCL EIC COMPLETE.CONTAINING NOT MORE THAN 20% COHESIVE FINES NAMELY CLAY, 20MM AND DOWN SIZE GRADING, COARSE SAND FILLING: SUPPLYING AND PROVIDING NATURAL RIVER/MACHINE SAND IN LAYERS OF 150M LOOSE THICKNESS AND COMPACTED WITH VIBRO COMPACTOR / MECHANICAL ROLLER &amp;/OR COMPACTOR WITH APPLICABLE TESTING THROUGH SAND REPLACEMENT/PROCTOR METHOD WHEREVER APPLICABLE INCLUDING ALL LABOUR,MATERIALS,TOOLS,WATERING,COMPACTING,ETC ALL COMPLETE. SAND SHALL CONFORM TO ZONE-1 OR ZONE-2, PROVIDING AND LAYING PLAIN CEMENT CONCRETE FOR ALL DEPTHS BELOW AND UPTO PLINTH LEVEL IN FOUNDATIONS,DRAINS, FILLINGS, NON-SUSPENDED FLOORS, PAVEMENTS & RAMPS OR ANY OTHER WORKS ETC. INCLUDING SHUTTERING, TAMPING, RAMMING, VIBRATING, CURING, SHUTTERING E, PROVIDING AND LAYING 200 MM THICK RCC DRIVEWAY WITH APPROVED M25 DESIGN MIX CONCRETE NO FLY ASH CONTENT, RMC PLANT/REVERSIBLE CONCRETE MIXER (MINI MOBILE BATCHING PLANT), MINIMUM CEMENT QUANTITY 360 KG/CUM USING 20 MM AND DOWN SIZE CRUSHED STONE AGGREGATES IN PANELS USING SLOTTED MS CHANNEL SHUTTERING, MACHINE MIXING, VIBRATING WITH SCREED BOARD VIBRATOR, POND CURING FOR 14 DAYS, VACUUM DEWATERING, FINISHED WITH POWER TROWELING CONCRETING SHALL BE CARRIED OUT AS PER IS 456 LATEST EDITION. DESIGN CODE FOR RCC IS 10262 LATEST EDITION/SP 23. RATE SHALL ALSO INCLUDE PROVIDING APPROVED QUALITY POLYTHENE PAPER BELOW THE DRIVEWAY, HARDENER AS PER MANUFACTURERS RECOMMENDATION FOR HEAVY TRAFFIC DRIVEWAY ADDING PLASTICIZERS AS PER MANUFACTURER RECOMMENDATION OF ROFFE/CICO/APPROVED EQUIVALENT MAKE, CONSTRUCTING HORIZONTAL AND LONGITUDINAL VATAS WITH 1:10 CM FOR CURING, LEVELING DEPRESSIONS IF ANY IN THE BASE WITH 20 MM STONE AGGREGATES AND STONE DUST. TUBING, DUCTING, TRENCHING AND OTHER NECESSARY EMBEDDED ITEMS IN CONCRETE SHALL BE CHECKED WITH ARCHITECT/HPCL REPRESENTATIVE BEFORE CONCRETING. GROOVES SHALL BE CUT IN THE RCC DRIVEWAY AND SAME SHALL BE FILLED WITH POLY SULPHIDE SEALANT AT NO EXTRA COST. RATE SHALL BE EXCLUDING REINFORCEMENT STEEL AND DOWEL BARS WHICH SHALL BE PAID SEPARATELY UNDER RELEVANT ITEMS. THE LAYOUT PLAN OF PROPOSED RCC DRIVEWAY SHALL BE DIVIDED INTO SUITABLE PANELS OF SIZE AS DIRECTED BY ENGINEER IN CHARGE AND COMPLETE PLAN FOR PANEL WISE CASTING/GROOVING/CUTTING SHALL BE SUBMITTED TO ENGINEER IN CHARGE FOR HIS APPROVAL. CONCRETING SHALL NOT COMMENCE WITHOUT SUCH APPROVAL. REDUCED LEVEL OF THE DRIVEWAY AREA TO BE TAKEN JOINTLY WITH ARCHITECT BEFORE COMMENCEMENT OF CONCRETING AND AFTER CONCRETING AND THE THICKNESS OF RCC TO BE CHECKED. TESTING OF CUBE, REINFORCEMENT STEEL, STONE AGGREGATES, SAND, CEMENT ETC. TO BE CARRIED OUT BY CONTRACTOR AT NO EXTRA COST. NO EXTRA PAYMENT FOR FORM WORK, SHUTTERING ETC. FIRST COST OF DESIGNING THE MIX FROM A GOVERNMENT APPROVED LABORATORY AND AT EVERY CHANGE OF SOURCE OF MATERIAL SHALL BE BORNE BY THE CONTRACTOR. DESIGN MIX CALCULATION TO BE SUBMITTED TO HPCL, SUPPLYING, CASTING PLACING, LEVELING AND FIXING IN POSITION, THE PRE-CAST RCC 1:1-1/2:3 SLABS / BEAMS TO THE REQUIRED SHAPES, FINISHING INCLUDING CURING FOR A MINIMUM PERIOD OF 7 DAYS, EXCLUDING THE COST OF REINFORCEMENT AND SHUTTERING. USING PORTLAND SLA, BITUMINOUS CONCRETE: (PAYMENT WILL BE MADE BASED ON LEVELS AFTER FINISHED ITEM OF WORK). PROVIDING AND LAYING BITUMINOUS CONCRETE OVER PREVIOUSLY LAID DENSE BITUMINOUS MACADAM SURFACE, HOT MIX PRODUCED WITH BATCH TYPE HMP (HOT MIX PLANT), USING HARD BLASTED GRANITE CRUSHED AGGREGATES AS PER TABLE 500-18 OF SPECIFICATION 508 OF MORTH (4TH REVISION) USING SPECIFIED GRADED AGGREGATES AND FILLER (ORDINARY PORTLAND CEMENT) AT 3% BY WEIGHT OF AGGREGATES, PREMIXED WITH POLYMER MODIFIED BITUMEN GRADE PMB 76-10 (WITH JNR <1) IN HOT MIX PLANT, LOADING OF AGGREGATES WITH F.E. LOADER, TRANSPORTED TO SITE IN TIPPER TO PAVER, LAID OVER A PREVIOUSLY PREPARED SURFACE WITH MECHANICAL PAVER FINISHER WITH SENSOR CONTROL TO THE REQUIRED GRADE, LEVEL, ALIGNMENT, ROLLING WITH SMOOTH WHEELED ROLLER 8-10 TONNES, VIBRATORY ROLLER 8 TONNES AND SMOOTH WHEELED TANDEM ROLLER 6-8 TONNES AS PER SPECIFICATION TO ACHIEVE THE DESIRED COMPACTION, INCLUDING COST OF ALL MATERIALS, LABOUR, HIRE CHARGES OF MACHINERY, LEAD, LIFTS, LOADING, UNLOADING, STACKING IF REQUIRED, TRANSPORTING INCLUDING COST OF ALL MATERIALS, LABOUR, HIRE CHARGES OF MACHINERY, LEAD, LIFTS, ETC. COMPLETE. (COMPACTED THICKNESS) TACK COAT PAID SEPARATELY. USAGE OF PAVER IS DEEMED TO BE INCLUDED IN QUOTED RATES. BITUMINOUS CONCRETE USING HOT MIX PLANT: FOR GRADING 2 USING PMB 76-10 (WITH JNR <1) WITH 5.5% BITUMEN CONTENT ON OVERALL WT OF MIX, HUME PIPE- SUPPLYING, LAYING, JOINING AND ALIGNING 150 MM DIA NP2 CLASS RCC HUME PIPES CONFORMING TO IS:458 LATEST EDITION BELOW APPROACH ROAD AS DIRECTED. RATE TO INCLUDE JOINING WITH CEMENT MORTAR, EXCAVATION UPTO REQUIRED DEPTH AND PROVIDING AND LAYING PCC 1:2:4 HAUNCHING @ 1M C/C, ALSO INCLUDING CUTTING, BENDING AND SUPPLY AND LAYING OF 17 SWG ANNEALED BINDING WIRE INSIDE THE HUME PIPE FOR PULLING CABLES IN FUTURE. TEST CERTIFICATES FROM MANUFACTURE SHALL BE SUBMITTED AND APPROVED BY EIC BEFORE USE, STRUCTURAL STEEL-SUPPLY, FABRICATION, WELDING AND ERECTION AND PAINTING OF STRUCTURAL STEEL IS:2062 E 250 (FE 410 W) OR HIGHER GRADE A/B COLUMNS/BEAMS, PURLINS, TIES, RAFTERS, PLATFORMS/WALKWAYS/CROSS OVERS/PIPE SUPPORTS/INSERTS /DOWEL BARS OF 32 MM INCLUDING PREPARATION OF ALL NECESSARY FABRICATION DRAWINGS INCLUDING BILL OF MATERIALS; SUPPLY OF STRUCTURAL STEEL CONSISTING OF NON-BQ PLATES, ROLLED STEEL JOISTS, CHANNELS, ANGLES, FLATS, BEAMS, ETC. FIXING OF INSERT PLATES IN RCC/BRICKWORK, STRAIGHTENING OF RAW STEEL IF REQUIRED, PREPARATION OF SUPPLEMENTARY SKETCHES, SUPPLY OF BOLTS, NUTS, WASHERS, SHIMS, PACKS, GAS, WELDING ELECTRODES AND ALL OTHER CONSUMABLES, AS REQUIRED ALL COMPLETE. THE SCOPE INCLUDES LOADING, TRANSPORTATION, UNLOADING AND DELIVERY AT ERECTION SITE OF ALL FABRICATED STRUCTURES, ERECTION, ALIGNMENT AND WELDING OF ALL STRUCTURES TRUE TO LINE, LEVEL, PLUMB AND DIMENSION, INCLUDING RECTIFICATION IF ANY, SPLICING, SITE ASSEMBLY ALL AS PER TECHNICAL SPECIFICATIONS AND DRAWINGS, 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. IN CASE ACTUAL WT IS LESS THAN WT AS PER BIS, THEN ACTUAL WT WILL BE CONSIDERED FOR MEASUREMENT. SURFACE PREPARATION (EXPOSED AREA OF STEEL MEMBERS AND ATTACHMENTS) BY SAND BLASTING TO SA 2.5 GRADE, PAINTING WITH 2 COATS OF EPOXY PRIMER (TOTAL DFT-75 MICRONS) AND 2 COATS OF APPROVED QUALITY AND SHED EPOXY PAINT (TOTAL DFT-40 MICRONS) OF APPROVED MAKE. APPROVED MFRS OF STRUCTURAL STEEL, CONTRACTOR WILL BE PERMITTED TO CARRY OUT FABRICATION AT AN APPROVED WORKSHOP OUTSIDE HPCL PREMISES AND TRANSPORT SAME. HOWEVER, ALL THE APPLICABLE TAXES AND DUTIES WOULD BE BORNE BY CONTRACTOR AND JOB SHALL BE CARRIED OUT UNDER SUPERVISION OF HPCL/APPROVED TPI. QUOTED RATES ARE DEEMED TO INCLUDE THE ENTIRE SCOPE AS PER ITEM AS DESCRIBED HEREIN ABOVE, PROVIDING AND LAYING IN POSITION HIGH DENSITY POLYETHYLENE SHEETS OF 250 MICRON THICKNESS OF APPROVED MAKE AND QUALITY BELOW RCC PAVEMENT WITH 150 MM LAPS, INSTALLATION AND JOINTING SHALL BE DONE AS PER MANUFACTURER INSTRUCTION, COMPLETE AS DIRECTED AND INSTRUCTED BY ENGINEER-IN-CHARGE, CIVIL/ ROADWORKS, > ITEM NAME:DINING TABLE; TYPE:N/A; MATERIAL:N/A; SIZE:N/A; MANUFACTURER:GODREJ; FOR CAFETERIA AREA,MODEL MENTIONED IN THE SOQ AND TENDER SPECIFICATION, ITEM NAME:DINING CHAIR; TYPE:STACKABLE; MATERIAL:POLYPROPYLENE; SIZE:N/A; CHAIR FRAME WORK: MS POWDER COATED TUBES FOR LEGS AND 19 MM DIAMETER MS TUBES.CHAIR SEAT AND BACK COLOUR: AS APPROVED COLOUR, etc.

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