Land development Ph1Raipur

EXCAVATION OF SOIL UPTO — EXCAVATION OF SOIL (UP TO 1.5 METER)STAKING OUT, MARKING THE OUTLINE FOR EXCAVATION, EXCAVATION IN ANY TYPE OF SOIL INCLUDING HARD ROCK, RCC EITHER BY MACHINERY OR MANUALLY ETC UP TO 1.5 BELOW NGL FOR ALL DEPTHS INCLUDING REMOVAL OF STEMS AND ROOTS TO FULL EXTENT REMOVAL OF ALL VEGETATION INCLUDING BUSHES AND GRASS, DE-WATERING, SHORING, STRUTTING ETC.., COMPLETE. THE JOB INCLUDES TAKING SPOT LEVELS IN GRID PATTERN, LEVELING, DRESSING AND ROLLING THE EXCAVATED SURFACE WHEREVER NECESSARY.THE JOB ALSO COVERS LOADING, TRANSPORTATION AND UNLOADING ALL TYPES OF SOILS AND OTHER EXCAVATED MATERIALS TO A DESIGNATED DUMPING AREA WITHIN TERMINAL PREMISES AND LEVELING USING ROLLER OR DUMP OUTSIDE TO AN UNOBJECTIONABLE AREA COMPLETE AS PERSPECIFICATIONS AND INSTRUCTIONS OF ENGINEER IN CHARGE. RATE TO INCLUDE THE EXECUTION OF THE JOB AS PER LATEST CODAL PROVISIONS.

SPLY AND FILG OF MURRUM — 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

SPLY AND LAYG OF PCC — PROVIDING AND LAYING PLAIN CEMENT CONCRETE OF VOLUMETRIC PROPORTION 1:3:6(1 CEMENT: 3 SAND: 6 COARSE AGGREGATES) GRADE UNDER DRIVE WAY ETC. OR AS DIRECTED BY EIC USING 40MM DOWNGRADED AGGREGATE, INCLUDING MACHINE MIXING, SHUTTERING, COMPACTION, CURING ALL AND JOB TO BE COMPLETED AS PER ATTACHED TECHNICAL SPECIFICATION/CODAL PROVISIONS/ SOUND ENGINEERING PRACTICES AND AS DIRECTED BY EIC.

SPLY AND LAYG OF RCC — PROVIDING AND LAYING RCC WITH M-25 DESIGN MIX FOR FOOTINGS USING 20 MM DOWN GRADED COARSE AGGREGATE AS PER IS 456- 2000 (WITHLATEST AMENDMENTS) AT ALL DEPTHS AND HEIGHTS IN ALL TYPES OF FOUNDATIONS,FOOTINGS, COLUMNS, PEDESTAL, WALL, LINTELS, DUCTS, BEAMS, BRACKETS, SLABS OFALL SHAPES, SILLS, PARAPETS, BANDS AND ANY OTHER WORKS BOTH IN BELOWGROUND AND SUPERSTRUCTURES USING 20 MM AND DOWN SIZE GRADED CRUSHEDAGGREGATE INCLUDING PROVIDING AND FIXING SHUTTERING FORM WORK WITHAPPROVED QUALITY SUPPORTS, SCAFFOLDING, MACHINE MIXING, COMPACTING BY MECHANICAL VIBRATORS, CURING, ETC COMPLETE AS PER ATTACHED TECHNICALSPECIFICATION AND AS PER DIRECTION OF ENGINEER IN CHARGE. CONCRETEINGREDIENTS SHALL CONFORM TO IS 456-2000 WITH LATEST AMENDMENTS. THECEMENT CONTENT SHALL BE GOVERNED BY DESIGN MIX.RATE SHALL BE EXCLUSIVE OF THE COST OF SUPPLYING AND PROVIDING STEELREINFORCEMENT, WHICH WILL BE PAID UNDER A SEPARATE ITEM CEMENT SHALL CONFORM TO IS 8112 43 GRADE/ IS 12269-53 GRADE OPC OR IS1489-PPC. CEMENT SHALL BE EITHER OF THE FOLLOWING MAKE ULTRATECH,LAFARGE, ACC, AMBUJA, BIRLA OR L & T OR HPCL APPROVED EQUIVALENT

SPLY AND INSTLN OF RCC — SUPPLY, FABRICATION AND LAYING IN POSITION STEEL REINFORCEMENT CONFORMING TO IS:1786 AT ALL DEPTHS INCLUDING CUTTING, COLD BENDING, TYING AND PLACING IN POSITION THE RODS, WITH NECESSARY 18 SWG BLACK ANNEALED BINDING WIRE INCLUDING COST OF BINDING WIRE AND ANY OTHER INCIDENTAL CHARGES ETC. COMPLETE AS PER STANDARD SPECIFICATION. LAPS, CHAIRS AND SPACER BARS SHALL NOT BE CONSIDERED FOR MEASUREMENT AND PAYMENT. THE JOB TO BE EXECUTED AS PER ATTACHED TECHNICAL SPECIFICATIONS, JOB PROCEDURES ETC COMPLETE AND AS DIRECTED BY HPCL EIC.

SPLY AND LAYG OF HUME — SUPPLYING, TRANSPORTING, PLACING, JOINTING AND ENCASING NP3 CLASS REINFORCED CEMENT CONCRETE HEAVY DUTY NON- PRESSURE HUME PIPES 500 MM DIAMETER CONFORMING TO IS:458:2003 WITH SPIGOT AND SOCKET ENDS SUITABLE FOR RUBBER RING ROLL-ON JOINT WITH ALL REQUIRED ACCESSORIES LIKE GASKETS, JOINTING MATERIALS INCLUDING MORTAR AS APPLICABLE FOR PIPE CULVERT ALL COMPLETE AS PER INSTRUCTIONS OF HPCL. PCC/RCC FOR ENCASING SHALL BE PAID SEPARATELY. DRAWING GIVEN IN THE TENDER SHALL BE FOLLOWED.

SPLY & LAYG GRANULAR SUB 11529-RAIPUR IRD (INACTIVE) — FILLING MATERIAL WITH GSB (GRANULAR SUB BASE) OF 150 MM THICK: THE GSB SHALL CONSISTS OF THE FOLLOWING MATERIAL: 40 TO 53 MM SIZE METAL: 40%, 40 TO 53 MM SIZE METAL: 40%, 20 TO 40 MM SIZE METAL: 20%, 10 TO 20 MM SIZE METAL: 20% AND 0 TO 10 MM SIZE METAL: 20%. JOB SHALL INCLUDE SUPPLY AND FILLING GSB MATERIALS IN COMPACTED LAYERS OF 150 MM. PAYMENT SHALL BE RELEASED ON THE COMPACTED LAYER PROVIDED BY THE VENDOR AT SITE. COMPACTION SHALL BE CARRIED OUT WITH POWER ROLLER OF 80 KN TO 100 KN CAPACITY CONTRACTOR HAS TO OBTAIN NECESSARY CLEARANCE FROM HPCL OR IT AUTHORISED REPRESENTATIVE FOR FIRST LAYER. ONLY AFTER CLEARANCE OF 1 ST LAYER, THE SECOND LAYER GSB SHALL BE PROVIDED. JOB INCLUDES ALL MATERIAL, WATERING, AND TRANSPORTATION COST OF THE REQUIRED TO BE COMPLETED AS PER THE DIRECTIONS OF THE HPCL.