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