Compound wall Ph 1 raipur

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.

EXCAVATION OF SOIL1.5 TO 3 — EXCAVATION OF SOIL (UP TO 1.5 TO 3.0 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 PER SPECIFICATIONS AND INSTRUCTIONS OF ENGINEER IN CHARGE. RATE TO INCLUDE THE EXECUTION OF THE JOB AS PER LATEST CODAL PROVISIONS.

SPLY AND CONST BRICK — PROVIDING BRICK WORK WITH FROG/INDENT, CONFORMING TO CLASS B AS PER IS:1077 HAVING CRUSHING STRENGTH OF NOT LESS THAN 35 KG/CM2, IN 1:5 CEMENT MORTAR IN ALL TYPES OF FOUNDATION AND SUPERSTRUCTURE AT ALL DEPTHS/HEIGHTS INCLUDING BANDS, PROJECTIONS, PILLARS, PARAPETS, ORNAMENTAL OF ANY SHAPE, CORNICES, ALL COMPLETE INCLUDING CUT WORK, CURING, SCAFFOLDING, INCLUDING FILLING OF JOINTS WITH CM 1:5 AND RACKING OF JOINTS, ETC., WITH ALL BY WORKS AS PER SPECIFICATIONS, DRAWINGS AND DIRECTIONS OF THE ENGINEER.

SPLY AND LAYG OF RUBBLE — PROVIDING HARD CORE RUBBLE SOLING WITH HARD GRANITE STONE BOULDERS BELOW FLOORING AND ANY OTHER PLACE AS PER HPCL REQUIREMENT INCLUDING LAYING, PACKING, FILLING INTERSTICES WITH GOOD QUALITY SPALLS, DRY AND WET COMPACTION WITH MECHANICAL MEANS, BINDING WITH GOOD QUALITY MURRUM/SAND(COST INCLUSIVE) WITH ALL BYE WORKS COMPLETE FOR APPROXIMATELY UP TO 230 MM THICK BELOW FLOOR AND AS PER SPECIFICATION AND INSTRUCTION OF THE ENGINEER (COMPACTED THICKNESS WILL BE PAID).

SPLY AND FILG OF M-SAND — SUPPLYING AND FILLING M-SAND OF APPROVED QUALITY UNDER FLOORS, IN FOUNDATION AND PLINTH ETC INCLUDING THE COST OF SAND, TRANSPORTATION FOR ALL LEADS, LOADING, UNLOADING SPREADING IN LAYERS OF 15 CM THICKNESS (FOR MORE THAN 15CM THICKNESS) AT ALL DEPTHS, WATERING, RAMMING, COMPACTING TO REQUIRED DEPTH, LEVELLING ETC COMPLETE.INCLUDES IN CABLE TRENCHES ETC COMPLETE

EARTH FILLING — BACKFILLING: BACKFILLING AROUND SUB-STRUCTURE/FOUNDATION ETC. WITH SERVICEABLE AND REUSABLE SOILS AVAILABLE FROM EXCAVATION AND STACKED EARLIER WITHIN THE PLANT BOUNDARY INCLUDING RE-EXCAVATING, SHIFTING AND TRANSPORTATION TO THE SITE OF BACKFILLING, BACKFILLING IN LAYERS OF 200 MM WITH MECHANICAL COMPACTOR; WATERING; COMPACTING; TESTING TO ACHIEVE 95% MDD AS PER LAB RESULTS AND GRADING/LEVELLING TO ACHIEVE DESIRED LEVELS AS PER HPCL IN CHARGE ALL COMPLETE AS PER INSTRUCTIONS OF EIC. COMPLETE AS PER INSTRUCTION OF HPCL EIC/OWNER EARTH BROUGHT FROM OUT SIDE PLANT PREMISES.

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 PLASTER — PROVIDING SAND FACED CEMENT PLASTER FOR EXTERIORS FOR ALL HEIGHTS AND POSITIONS WITH OVERALL THICKNESS 20 MM USING APPROVED SCREEN SAND INCLUDING BASE COAT OF 12 MM IN CEMENT MORTAR 1:4(1 CEMENT: 4 SAND BY VOLUME) AND FINAL COAT OF 8 MM THICK IN CEMENT MORTAR 1:4(1 CEMENT: 4 SAND BY VOLUME) USING WATER PROOFING COMPOUND @ SPECIFIED DOSES PER CEMENT BAG AND CURING THE SAME FOR NOT LESS THEN 2 DAYS AND KEEPING THE BASE COAT ROUGH TO RECEIVE ANY TYPE OF FINISH INCLUDING DOUBLE SCAFFOLDING, MOULDING, BANDS, GROOVES, CURING, ETC., COMPLETE AS PER THE SPECIFICATIONS AND DRAWINGS TO PROPER LINE, LEVEL PLANE AND PLUMB. RATE TO INCLUDE SUPPLYING AND PROVIDING CHICKEN WIRE MESH FOR ALL JOINTS OF R.C.C. AND MASONRY. (MINIMUM OVERLAP OF MESH TO BE 150MM IN ALL DIRECTIONS AT ALL JOINTS). RATE TO INCLUDE ADDITIONAL THICKNESS IF REQUIRED TO ACHIEVE PERFECT LINE AND LEVEL