01 P.C.C.PROJECT: HUL DEVELOPMENT CENTER, ANDHERI.CHECKLIST FOR PCCDATEBUILDING NO.REV. NOGRIDCHECKLIST NO.S.No.DESCRIPTIONAS PER DRAWINGAS ON SITEREMARKS1LINE OUT OF FOOTING/P.C.C. PIT2P.C.C. SIZE3P.C.C. THICKNESS4GRADE OF CONCRETE5R.L. OF P.C.C. TOP6CASTING DATE7ANTRITERMITE TREATEMENT8RMC FROMSPECIAL NOTESFOR JLLMQUALITY ENGINEER(JLLM)SITE INCHARGE(NCCL)

02 FootingPROJECT: HUL DEVELOPMENT CENTER, ANDHERI.CHECKLIST FOR FOOTINGREF. DRAWING NO.DATEBUILDING NO.REV. NOGRIDCHECKLIST NO.S.No.DESCRIPTIONAS PER DRAWINGAS ON SITEREMARKS1LINE OUT OF FOOTING2GRADE OF CONCRETE3FOOTING SIZE L X B X H4R.L. OF P.C.C. TOP5R.L. OF FOOTING TOP6REINFORCEMENT DETAIL7BOTTOM COVER8SIDE COVER9SIDE FACE REINFORCEMENT10SHUTTERING11COLUMN NO. RELATED TO FOOTING12COLUMN REINFORCEMENT13CASTING DATE14RMC FROMSPECIAL NOTESFOR JLLMQUALITY ENGINEER(JLLM)SITE INCHARGE(NCCL)

03 ColumnPROJECT: HUL DEVELOPMENT CENTER, ANDHERI.CHECKLIST FOR COLUMNREF. DRAWING NO.DATEBUILDING NO.REV. NOGRIDCHECKLIST NO.S.No.DESCRIPTIONAS PER DRAWINGAS ON SITEREMARKS1STARTER CASTING DATE2GRADE OF CONCRETE3COLUMN NUMBER4COLUMN SIZE5MAX. CASTING LEVEL6REINFORCEMENT7SIDE COVER8SHUTTERING9CASTING DATE10RMC FROM11LINE OUT OF COULMNa) 'X' DIRECTIONb) ' Y' DIRECTION12SURFACE AFTER SHUTTERING13PLUMB AFTER DESHUTTERINGSPECIAL NOTESFOR JLLMQUALITY ENGINEER(JLLM)SITE INCHARGE(NCCL)

04 RaftPROJECT: HUL DEVELOPMENT CENTER, ANDHERI.CHECKLIST FOR RAFTREF. DRAWING NO.DATEBUILDING NO.REV. NOGRIDCHECKLIST NO.S.No.DESCRIPTIONAS PER DRAWINGAS ON SITEREMARKS1GRADE OF CONCRETE2R.L. OF RAFT BOTTOM3R.L. OF RAFT TOP4THICKNESS OF RAFT5REINFORCEMENT DETAILS6BOTTOM COVER7SIDE COVER8SHUTTERING9CASTING DATE10RMC FROM11CONSTRUCTION JOINT TREATMENTSPECIAL NOTESFOR JLLMQUALITY ENGINEER(JLLM)SITE INCHARGE(NCCL)

05 SlabPROJECT: HUL DEVELOPMENT CENTER, ANDHERI.CHECKLIST FOR SLABREF. DRAWING NO. :DATEREV. NOGRID : BUILDING NO. :CHECKLIST NO.STAGING, SCAFFOLDING & FORMWORKS.No.DESCRIPTIONYESNOREMARKS1Is staging design ok? Is spacing of props for slabs and beams adequate2check alignment, level and rigidity of staging. Variation in level of formwork should be within 3mm in 5 M span3Check all props and their supporting base. Are end of props cut square at both ends and resting on firm support4Are braces provided to props of studs adequately5Removal of props and replacing is done as per consultants instruction6Formwork material used is new or old? If old are the repairs done satisfactorily7is the Formwork leak proof and gaps in the formwork are sealed properly8Is formwork clean i.e. it is free from any chipping, dust, nails sawdust etc.9Oil applied to shuttering material10Alignment and level of formwork is OK?11Camber as per specification?12Location of construction joint of expansion joint & formwork arrangement is ok13Props and studs are exactly vertical & do they rest on Hard baseSLABS.No.DESCRIPTIONAs per drawingOn SiteREMARKS1GRADE OF CONCRETE2R.L. OF SLAB BOTTOM3R.L. OF SLAB TOP4THIKNESS OF SLAB5REINFORCEMENT DETAILS6BOTTOM COVER PROVIDED7ADEQUATE & APPROPRIATE CHAIRS ARE PROVIDED8CASTING DATE9CONSTRUCTION JOINT TREATMENT10RMC FROMSPECIAL NOTESFOR JLLM QUALITY ENGINEER(JLLM)SITE INCHARGE(NCCL)

06 Waterproofing- above PCCPROJECT: HUL DEVELOPMENT CENTER, ANDHERI.CHECKLIST FOR WATER PROOFINGREF. DRAWING NO.DATEBUILDING NO.REV. NOGRIDCHECKLIST NO.S.No.DESCRIPTIONYESNOREMARKS1DONE AFTER 24 HOURS OF PCCPCC DATE :2SURFACE MADE SMOOTH AFTER LAYING 1-2 MM THICK CEMENT SLURRY OVER GREEN PCC3PCC SURFACE FREE FROM ANY LOOSE MATERIAL DUST, DIRT OIL GREESE ETC.4PCC APPLIED WITH BRUSH AT THE RATE OF 0.8 KG PER SQ. MT.5WATER PROOFING SYSTEM ALLOWED TO SET FOR 8-10 HOURS6CURING IS DONE FOR 24 HOURS AFTER SETTING OF WATER PROOFING COMPOUNDSPECIAL NOTES : WATER PROOFING COMPOUND - XYPEXFOR JLLMQUALITY ENGINEER(JLLM)SITE INCHARGE(NCCL)

07 Sub-soil draingagePROJECT: HUL DEVELOPMENT CENTER, ANDHERI.CHECKLIST FOR COLUMNREF. DRAWING NO.DATEBUILDING NO.REV. NOGRIDCHECKLIST NO.S.No.DESCRIPTIONAS PER DRAWINGAS ON SITEREMARKS1SIZE OF TRENCH2GEOTEXTILE MATERIAL WRAPPED ALL AROUND PIT3DIAMETER OF PIPE4GRADIENT PROVIDED5R.L. AT START OF PIPE6R.L. AT END OF PIPE7GEOTEXTILE MATERIAL WRAPPED ALL AROUND PIPE8MATERIAL FILLED IN TRENCHSPECIAL NOTESFOR JLLMQUALITY ENGINEER(JLLM)SITE INCHARGE(NCCL)

08 Post concretePROJECT: HUL DEVELOPMENT CENTER, ANDHERI.POST CONCRETE CHECKLISTREF. DRAWING NO.DATEBUILDING NO.REV. NOGRIDCHECKLIST NO.S.No.DESCRIPTIONYESOBSERVATIONS/REMARKS1Check for curing arrangement2Pour top level, honeycomb, bulges and surface finishes3Check casting date is marked on the structural element4Size of structural element5Setting out of structural element as per Drawing/layout6Inline with plumb7No. of cubes and identification mark87 days cube strength satisfied928 days cube strength satisfiedANY OTHER OBSERVATION:FOR JLLMSITE INCHARGE(NCCL)

09 Plinth BeamPROJECT: HUL DEVELOPMENT CENTER, ANDHERI.CHECKLIST FOR PLINTH BEAMREF. DRAWING NO.DATEBUILDING NO.REV. NOGRIDCHECKLIST NO.S.No.DESCRIPTIONAS PER DRAWINGAS ON SITEREMARKS1GRADE OF CONCRETE2PLINTH BEAM NO3PLINTH BEAM SIZE4R.L. OF PCC TOP5REINFORCEMENT6SIDE COVER7SHUTTERING8CASTING DATE9RMC FROM10R.L. OF PLINTH BEAM TOP11SURFACE AFTER DESHUTTERINGSPECIAL NOTESFOR JLLMQUALITY ENGINEER(JLLM)SITE INCHARGE(NCCL)

10 Grade SlabPROJECT: HUL DEVELOPMENT CENTER, ANDHERI.CHECKLIST FOR GRADE SLABREF. DRAWING NO. :DATEREV. NOGRID : BUILDING NO. :CHECKLIST NO.S.No.DESCRIPTIONAs per drawingOn SiteREMARKS1GRADE OF CONCRETE2R.L. OF SLAB BOTTOM3R.L. OF SLAB TOP4THIKNESS OF SLAB5REINFORCEMENT DETAILS6BOTTOM COVER PROVIDED7ADEQUATE & APPROPRIATE CHAIRS ARE PROVIDED8CASTING DATE9CONSTRUCTION JOINT TREATMENT10RMC FROMSPECIAL NOTESFOR JLLM QUALITY ENGINEER(JLLM)SITE INCHARGE(NCCL)

11 Blockwork-Brick MasonaryPROJECT: HUL DEVELOPMENT CENTER, ANDHERI.CHECKLIST FOR BLOCK WORKREF. DRAWING NO. :DATEREV. NOGRID : BUILDING NO. :CHECKLIST NO.S.No.DESCRIPTIONYesNoREMARKS1Layout inspected and approved (ref. Setout of masonry check list)2Cement mortar used is as per specifications3Proper hacking of RCC surface in contact with brick masonry is done4Concrete Blocks/Bricks being used are moist6Courses are truly horizontal with suitable bond pattern to break the vertical joints.7Position of frog up, while placing the brick.8Thickness of joints are uniform and not more than 13mm.9Suitable toothing or grooves or stepping are provided for continuation of masonry work.10Specified cement mortar is used within 30 minutes after addition of water.11Are the joints raked at least to an average depth of 10 mm when mortar is green.SPECIAL NOTESFOR JLLM QUALITY ENGINEER(JLLM)SITE INCHARGE(NCCL)

12 Post Conc. BeamsPROJECT: HUL DEVELOPMENT CENTER, ANDHERI.POST CONCRETE CHECKLIST BEAMS/DROP PANELREF. DRAWING NO.DATEBUILDING NO.REV. NOGRIDCHECKLIST NO.S.No.DESCRIPTIONObservationsREMARKS1Honeycomb, bulges and surface finishes2Check casting date of structural element3Size of structural element Origingal vs. Actual4Plumb reading side 15Plumb reading side 26Deflection from true horizontal - side 17Deflection from true horizontal - side 18No. of cubes and identification mark97 days cube strength satisfied1028 days cube strength satisfiedANY OTHER OBSERVATION:FOR JLLMSITE INCHARGE(NCCL)

13 Trimix FlooringPROJECT: HUL DEVELOPMENT CENTER, ANDHERI.POST CONCRETE CHECKLIST BEAMS/DROP PANELREF. DRAWING NO.DATEBUILDING NO.REV. NOGRIDCHECKLIST NO.S.No.DESCRIPTIONObservationsREMARKS1Honeycomb, bulges and surface finishes2Check casting date of structural element3Size of structural element Origingal vs. Actual4Plumb reading side 15Plumb reading side 26Deflection from true horizontal - side 17Deflection from true horizontal - side 18No. of cubes and identification mark97 days cube strength satisfied1028 days cube strength satisfiedANY OTHER OBSERVATION:FOR JLLMSITE INCHARGE(NCCL)