Piling Formats
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Transcript of Piling Formats
LARSEN & TOUBRO LIMITED
ECC DIVISION B&F(OC)
SITE LOCATION :
STRUCTURE : DATE :
REF.DRAWING & REV No. :
CHECK LIST FOR CONCRETE INSPECTION
SLNO DESCRIPTION YES NO REMARKS
1
2
3
4
5
6
7
8 Check for availablity of lighting arrangement
9 Check for Slump observed at site satisfactory
10
11
Engineer Client Engineer
FORMAT NO: CON-01/BMR/R0
Check for required grade of concrete __________ As per Drawing
Check for Slumpcone / Cube moulds available at site
Check for sufficient no of vibrators,needles available
Check for sufficient No. of transit mixers available
Check for Crane & bucket /concrete pump are available
Check for Sufficient no of skilled / Unskilled persons available
Check for safety protection like barricades / platform arrangement
Check for Compaction of concerete is properly done
Check for finishing of concrete is properly done
L&T ECCD GC
LARSEN & TOUBRO LIMITED ECC DIVISION
BUILDINGS & FACTORIES OC
CONCRETE POUR CARD
SITE LOCATION : DATE :
STRUCTURE : GRADE OF CONCRETE :
REF.DRAWING & REV.No.
Rec.No. Vehicle No. Remarks
Concrete Consumption :
Theoritical Concrete Qty :
Actual Consumption Qty :
Steel Consumption :
Approved Qty as per BBS :
Actual Qty Provided :
FORMAT No. CON-02/BMR/R0
Quantity in Cum.
Cumulative Qty in Cum.
Concrete Starting Time
Concrete Finishing Time
Slump in mm
No.of Cubes Taken
Enginner Client EngineerL&T ECCD GC
LARSEN & TOUBRO LIMITED ECC DIVISION
FORMAT No.ST-01/BMR/R0BUILDINGS & FACTORIES OC
BAR BENDING SCHEDULE
LOCATION :
STRUCTURE :
REF.DRAWING & REV.NO.
SL.No. Shape of the bar A B C
TOTAL WEIGHT MT
Engineer Client Engineer
DATE :
Dia of the bar
Spacing mm
Std Bend correction
Length of bar in "Rmt"
Spacing Length
No of bars
Total Length in
"Rmt"
Unit Weight in Kg/Rmt
Total Weight in
MT
L&T ECCD GC
FORMAT No.ST-01/BMR/R0
BAR BENDING SCHEDULE
Client Engineer
Position of bar
GC
LARSEN & TOUBRO LIMITED
ECC DIVISION B&F(OC)
DATE :
STRUCTURE :
REINFORCEMENT CHECK LIST
SLNO YES NO
1
2 Check for Bar bending schedule approved
3 Check for Reinforcement steel approved
4
5
6 Check for Bar tied as per drawing
7
8
9
10
FORMAT NO: ST02/BMR/R0
SITE LOCATION :
REF.DRAWING No. & REV.No.
DESCRIPTION REMARKS
Check for working drawing approved latest revision being used.
Check for Bar bending and cutting satisfactory
Check for Bar lap length / correct location as per drawing
Check for Covers are adequate and correct
Check for Cover blocks approved and fixing
Check for Earthing arrangement made as per drawings
Check for Drain water arrangement made as per drawings
Engineer Client EngineerL&T ECCD GC
LARSEN & TOUBRO LIMITED
ECC DIVISION B&F(OC)
PERMISSION FOR BORING
STRUCTURE / LOCATION DATE :
REF.DRAWING & REV.No. PILE No.
SL.No. DETAILS YES NO REMARKS
1 Method Statement Approved
2
3 Verticality of Guide casing checked
4 Reference points marked
YES NO
NOTE :
ENGINEER CLIENT ENGINEER
FOARMAT No. PL-01/BMR/R0
Pile center and circumference is marked
PERMISSION FOR BORING :
L&T ECCD GC
Page 13 of 19
LARSEN & TOUBRO LIMITED
FORMAT No.PL-02/BMR/R0ECC DIVISION B&F(OC)
PILE BORING DETAILS
Location : Boring Tool :
Ref.Drawing No. : Cut off Level :
Pile No. : Casing Top Level :
Dia of Pile : Existing G.L :
Depth of Pile from COL : :
Hard Rock Level : Bore depth on Rock :
Founding Level : Casing length :
Date
Time Depth
Penet.per Hour Strata Remarks
From To From To
Bore depth from hard rock COL
Page 14 of 19
LARSEN & TOUBRO LIMITED
FORMAT No.PL-02/BMR/R0ECC DIVISION B&F(OC)
BMRCL REACH-4 PACKAGE-II PROJECT
PILE BORING DETAILS
Date
Time Depth
Penet.per Hour Strata RemarksFrom To From To
Engineer Client Engineer
L&T ECCD GC
LARSEN & TOUBRO LIMITED
ECC DIVISION B&F(OC)
SITE LOCATION : DATE :
PILE No. :
REF.DRAWING& REV. NO:
PERMISSION FOR CAGE LOWERING
ITEMS AS PER DRAWING NO REMARKS
Founding level
Casing top RL
Ground RL
Cut off Level
Total Depth from(toc to FL)
Rebar cage fabricated as per Drg No. YES NO REMARKS
Approval of bar bending schedule
Bar tied as specified
Lapping as per design/drawing
Provision of cover blocks
All arrangement for cage lowering ready
NOTE :
ENGINEER CLIENT ENGINEER
FORMAT NO: PL-03/BMR/R0
STRUCTURE :
ACTUAL
sufficient number of spacers provided to prevent buckling of cage while lowering
L & T ECCD GC
LARSEN & TOUBRO LIMITED
ECC DIVISION B&F(OC)
TREMIE CHART
Location / Structure :
Pile No. : Date :
Dia of Pile : Founding Level :
Pile Depth : Pretube Top Level :
Final Sounding : Concrete Top Level :
Cut off Level :
A ) FIXING
Sl.No. Length Cumulative Length Remarks
A ) REMOVAL
SL.No.
Concrete
Actual Sounding Remarks
Per Batch Cumulative
Engineer Client EngineerL&T ECCD GC
FORMAT No. PL-04/BMR/R0
Tremie Pipe
Theoritical Built Up
Theoritical Sounding
Tremie Length
Tremie Removed
Tremie in Concrete
LARSEN & TOUBRO LIMITED
FOARMAT No.PL-05/BMR/R0ECC DIVISION B&F(OC)
PILE POUR CARD
SITE LOCATION : DATE :
STRUCTURE :PILE No :
DIA OF PILE :
PILING DETAILS
DETAILS RL Remarks
Detail
Ground Level
Liner Top Level
Concrete cut off Level
Pile Founding Level
Grade of Concrete
Detail Date Time Remarks
Boring Started
Boring Completed
Cage Lowering Started
Cage Lowering Completed
Tremie Lowering Started
Tremie Lowering Completed
Flushing Started
Flushing Completed
Concrete Started
Concrete Completed
Engineer Client EngineerL&T ECCD GC