Piling Formats

LARSEN & TOUBRO LIMITED FORMAT NO: CON-01/BMR/R0

ECC DIVISION B&F(OC)

SITE LOCATION :

STRUCTURE :

DATE :

REF.DRAWING & REV No. :

CHECK LIST FOR CONCRETE INSPECTION

SLNO

DESCRIPTION

1

Check for required grade of concrete __________ As per Drawing

2

Check for Slumpcone / Cube moulds available at site

3

Check for sufficient no of vibrators,needles available

4

Check for sufficient No. of transit mixers available

5

Check for Crane & bucket /concrete pump are available

6

Check for Sufficient no of skilled / Unskilled persons available

7

Check for safety protection like barricades / platform arrangement

8

Chec Check k for for avai availa labl blit ity y of ligh lighti ting ng arra arrang ngem emen entt

9

Chec Check k for for Slum Slump p obse observ rved ed at site site sati satisf sfac acto tory ry

10

Check for Compaction of concerete is properly done

11

Check for finishing of concrete is properly done

Engineer

YES

NO

REMARKS

Client Engineer

L&T ECCD

GC

LARSEN & TOUBRO LIMITED ECC DIVISION FORMAT N CON-0

BUILDINGS & FACTORIES OC

CONCRETE POUR CARD

SITE LOCATION :

DATE

:

STRUCTURE :

GRADE OF CONCRETE :

REF.DRAWING & REV.No.

Rec.No.

Vehicle No.

Quantity in Cum.

Cumulative Qty Concrete Concrete No.of Cubes Slump in mm in Cum. Starting Time Finishing Time Taken

Concrete Consumption : Theoritical Concrete Qty

:

Actual Consumption Qty

:

Steel Consumption : Approved Qty as per BBS

:

Actual Qty Provided

:

Enginner L&T ECCD

Client

Enginner L&T ECCD

.

Client

. 2/BMR/R0

Remarks

Engineer GC

Engineer GC

LARSEN & TOUBRO LIMITED ECC DIVISION BUILDINGS & FACTORIES OC

FORMAT No.ST-01/BMR/R0

LARSEN & TOUBRO LIMITED ECC DIVISION BUILDINGS & FACTORIES OC

FORMAT No.ST-01/BMR/R0

BAR BENDING SCHEDULE LOCATION : STRUCTURE : REF.DRAWING & REV.NO. SL.No.

Shape of the bar

Dia of the bar

Spacing mm

A

B

C

Std Bend Length of correction bar in "Rmt"

Spacing Length

No of bars

Total Length in "Rmt"

Total Unit Weight Weight in in Kg/Rmt MT

TOTAL WEIGHT MT

Engineer

L&T ECCD

Client E

G

L&T ECCD

Position of bar

gineer

G

Position of bar

gineer

LARSEN & TOUBRO LIMITED FORMAT NO: ST02/BMR/R0


SITE LOCATION : DATE :

STRUCTURE :

REF.DRAWING No. & REV.No.

REINFORCEMENT CHECK LIST SLNO

DESCRIPTION

YES

1

Check for working drawing approved latest revision being used.

2

Check for Bar bending schedule approved

3

Ch ck for Rei fo

la

d

NO

REMARKS

LARSEN & TOUBRO LIMITED FORMAT NO: ST02/BMR/R0


SITE LOCATION : DATE :

STRUCTURE :

REF.DRAWING No. & REV.No.

REINFORCEMENT CHECK LIST SLNO

DESCRIPTION

1

Check for working drawing approved latest revision being used.

2

Check for Bar bending schedule approved

3

Check for Reinforcement steel approved

4

Check for Bar bending and cutting satisfactory

5

Check for Bar lap length / correct location as per drawing

6

Check for Bar tied as per drawing

7

Check for Covers are adequate and correct

8

Check for Cover blocks approved and fixing

9

Check for Earthing arrangement made as per drawings

10

Check for Drain water arrangement made as per drawings

YES

NO

REMARKS

Engineer L&T ECCD

Client Engineer GC

LARSEN & TOUBRO LIMITED FOARMAT No. PL-01/BMR/R0


PERMISSION FOR BORING

STRUCTURE / LOCATION

DATE :

REF.DRAWING & REV.No.

PILE No.

SL.No.

DETAILS

1

Method Statement Approved

2

Pile center and circumference is marked

3

Verticality of Guide casing checked

4

Reference points marked

PERMISSION FOR BORING :

YES

YES

NO

REMARKS

NO

NOTE :

ENGINEER

CLIENT ENGINEER

L&T ECCD

GC

LARSEN & TOUBRO LIMITED ECC DIVISION B&F(OC)

FORMAT No.PL-02/BMR/R0

PILE BORING DETAILS Location

:

Boring Tool

:

Ref.Drawing No.

:

Cut off Level

:

Pile No.

:

Casing Top Level

:

Dia of Pile

:

:

Depth of Pile from COL

:

Existing G.L Bore depth from hard rock COL

Hard Rock Level

:

Bore depth on Rock :

Founding Level

:

Casing length

Time

:

Depth

Date

Penet.per Hour From

:

To

From

To

Page 15 of 21

Strata

Remarks


FORMAT No.PL-02/BMR/R0

BMRCL REACH-4 PACKAGE-II PROJECT

PILE BORING DETAILS Time

Depth

Date

Penet.per Hour From

To

From

Strata

Remarks

To

Engineer

Client Engineer

L&T ECCD

GC

Page 16 of 21

LARSEN & TOUBRO LIMITED FORMAT NO: PL-03/BMR/R0


DATE :

SITE LOCATION : STRUCTURE :

PILE No. : REF.DRAWING& REV. NO: PERMISSION FOR CAGE LOWERING ITEMS

ACTUAL

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 sufficient number of spacers provided to prevent buckling of cage while lowering NOTE :

ENGINEER

CLIENT ENGINEER

L & T ECCD

GC

LARSEN & TOUBRO LIMITED FORMAT No.


PL-04/BMR/R0

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 rem e

pe

Sl.No.

Length

Cumulative Length

Remarks

A ) REMOVAL

Concrete Theoritical Built Up

SL.No. Per Batch

Engineer L&T ECCD

Theoritical Sounding

Actual Sounding

Tremie Length

Tremie Removed

Tremie in Concrete

Remarks

Cumulative

Client Engineer GC


FOARMAT No.PL-05/BMR/R0

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 Boring Started Boring Completed Cage Lowering Started Cage Lowering Completed Tremie Lowering Started Tremie Lowering Completed Flushing Started Flushing Completed Concrete Started Concrete Completed

Date

Time

Remarks

Engineer L&T ECCD

Client Engineer GC

Piling Formats

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