PARKING AREA DEVELOPMENT NASIK

EXAVATION UPTO 1.5M — 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.

EXAVATION FROM 1.5M UPTO — 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 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.

EXAVATION IN SOFT/HARD — 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

RUBBLE SOLING — SUPPLY AND LAYING OF RUBBLE SOLING AS PER SPECIFICATION.

ANTI-TERMITE TREATMENT — 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 & COMPACTION 12373-NASIK LPG PLANT — 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.

MURRUM FILLING — SUPPLYING & 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 & 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&NH; ROW PAYMENTS; TRANSPORTATION TO SITE FOR ALL APPLICABLE LEADS & 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

RIVER SAND/M SAND FILLING — COARSE SAND FILLING: SUPPLYING AND PROVIDING NATURAL RIVER/MACHINE SAND IN LAYERS OF 150M LOOSE THICKNESS AND COMPACTED WITH VIBRO COMPACTOR / MECHANICAL ROLLER &/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.

PCC 1:4:8 — 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 ET

COPING M20 — SUPPLYING AND LAYING PLAIN CEMENT CONCRETE OF VOLUMETRIC MIX 1:1 1/2:3 (1 CEMENT: 1 1/2 SAND: 3 COARSE AGGREGATES)GRADE CONCRETE WITH 20 MM DOWNGRADED COARSE AGGREGATE FOR APRONS, PITS, DRAINS ETC IN SUPER-STRUCTURE. INCLUDING SHUTTERING IF REQUIRED) IN SCREED, APRONS, STEPS, COPING ETC., AT ALL LEVEL AS PER DRAWINGS, SPECIFICATIONS AND INSTRUCTION OF ENGINEER. CONCRETE CUBES TESTED ON 28 DAYS SHALL GIVE A RESULT MEETING M-20 REQUIREMENTS OF IS 456.