Pages

4. CHECKLIST FOR PILING WORK

 

4. CHECKLIST FOR PILLING WORK

Name Of Project :

Date of Execution:

Location / Grid no:

Pile Group no / Pile no:

Drawing / Document Reference No.

Soil Investigation / Test Report Ref. No:

 

Sl.No.

Description / Activities / Items to be Checked

Status

1

Check Center line and location of pile group and sequence.

OK

Not OK

2

Check pile co-ordinates as per drawing.

OK

Not OK

3

Check all material is ready like Sounding chain, Liner, Funnel, Tremie, Pile log format, etc. are in place.

OK

Not OK

4

Check Working area of rig machine is cleared and stability of ground for the working / movement of rig machine.

OK

Not OK

5

Check Liner provided (if required.)

OK

Not OK

6

Check Pile position setting up : Two/Three reference point to be set up with respect to proposed pile point.

OK

Not OK

7

Check During driving distance of pile liner from two / three reference points & verticality of liner checked.

OK

Not OK

8

Check Initial strata shown, approved & sample preserved in the plastic bag with identification. (date, time, depth recorded)

OK

Not OK

9

Check Founding depth achieved and final strata sample preserved in plastic bag with identification.

OK

Not OK

10

Check required socketing depth achieved.

OK

Not OK

11

Check Pile penetration ratio recorded at depth specified and checked with requirement given by geotech consultant.

OK

Not OK

12

Check Cleaning of bore holes before concreting.

OK

Not OK

13

Check Quantity of concrete required for one pile is ready at site before pouring.

OK

Not OK

14

Check Reinforcement cut to the length & shape as per drawing, the depth of pile bore with provision of cover blocks in spiral pattern at the bottom & sides.

OK

Not OK

15

Check Butt welding done to the cage as per requirement

OK

Not OK

16

Check required Workability of Concrete : Slump 150-180mm

OK

Not OK

17

Check No. of cubes casted:

OK

Not OK

18

Check Proper tremie lengths are available and placed properly to accommodate the tremie at least 300mm in first pouring.

OK

Not OK

19

Check The bottom end of the tremie pipe should always be about 1-2m submerged below the level of concrete.

OK

Not OK

20

Check Tremie pulled out slowly so that no chocking/ segregation takes place.

OK

Not OK

21

Check Concreting could be stopped at about 1m above the cut-off level.

OK

Not OK

22

Check Final concrete top level of pile casted is recorded

OK

Not OK

23

Check Tremie is washed thoroughly after use

OK

Not OK

24

Check Rig movement not allowed over fresh cast pile for at least 72 hrs.

OK

Not OK

25

Check Boring activity not allowed near & around freshly cast pile (at least for a period of 4 hrs. i.e. till initial setting time)

OK

Not OK

26

 

 

 

Remark:

 

PILE BORE LOG SHEET (BORED CAST IN- SITU )

Name Of Project

 

Date:

Name Of Client

 

Name of Consultant:

Location/Structure:

 

 

 

Coordinates:

Pile Sl No:

 

G.L:

                          M

Ref Drawing Number:

 

 

Dia of Pile

               mm

Verticality

Ok / Not Ok

Report Number :

 

 

Casing Length

 M

C.O.L

                          M

Rig No:

Dia. of Tremie--------------- Length---------

Casing Dia(OD)

mm

Rig Type:

 

Boring Tool used

Bailer/Chisel/ Rotary/Grab

A.BORING LOG

Boring Started:                 Hrs

Boring Length Below G.L::

Tremie Lowering Time:

Boring Completed:            Hrs

Boring Length Below C.O.L:

Flushing Start time---------------- & completed time---------------------

Depth (M)

Type of Soil

Depth(M)

Type of Soil

Depth(M)

Type of Soil

Depth(M)

Type of Soil

Remarks

 0-1

 

10-11

 

20-21

 

30-31

 

 

1-2

 

11-12

 

21-22

 

31-32

 

2-3

 

12-13

 

22-23

 

32-33

 

3-4

 

13-14

 

23-24

 

33-34

 

4-5

 

14-15

 

24-25

 

 

 

5-6

 

15-16

 

25-26

 

 

 

6-7

 

16-17

 

26-27

 

 

 

7-8

 

17-18

 

27-28

 

 

 

8-9

 

18-19

 

28-29

 

 

 

9-10

 

19-20

 

29-30

 

 

 

B.CONCRETING

C.TESTING OF BENTONITE SUSPENSION

Grade of Concrete

 

 

Concreting Started Time:

 

1.Density of Bentonite Suspension:

 Slump in mm

 

 

Concreting Completed Time:

 

No's of Cube Taken

 

 

Concrete Required(Theoretical):

 

Before Flushing:

 

Cube Id Marked

 

 

Concrete consumed (Actual):

 

After Flushing:

 

D.REINFORCEMENT DETAILS

DESCRIPTION

DIA

NO'S

CUTTING LENGTH(M)

TOTAL LENGTH(M)

UNIT WEIGHT(M)

TOTAL WT IN KG

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GRAND TOTAL IN KG:

 

 

Contractor's Representative

Client's Representative

SIGN

 

 

NAME

 

 

DATE

 

 

 


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