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REQUISITION FOR INSPECTION(TO BE SUBMITTED 24HRS BEFORE)

PROJECT:

CLIENT: M/S.Indian National Centre for Ocean Information Services Hyderabad

CONTRACTOR: ___________________________________________________________ Date:

REFERENCES (DRAWING, SPECIFICATION, PROCEDURE): __________________________

The following works are/will be ready for inspection at ..................on date.........................

Work is intended to commence at ..............................on date......................................

Description of Work

Location : ..................................................................

Type of work : ..................................................................

Layer/ Lift no. : ..................................................................

Requisition Placed by Requisition Recieved by Inspected by

Name : ...................................... Name : ...................................... Name : ......................................

Time : ...................................... Time : ...................................... Designation:...............................

Date : ....................................... Date : ....................................... Time : ......................................

Signature:.................................... Signature:.................................... Date : .......................................

Signature:....................................

We confirm that

1. Inspection completed, the contractor may proceed with the works. : Yes/No

2. Remedial works required as below and reinspection is required. : Yes/No

3. Remedial works required as below but further inspection not required. : Yes/No

Remarks:

1 ..............................................................................................................................................................

..............................................................................................................................................................

2 ..............................................................................................................................................................

..............................................................................................................................................................

3 ..............................................................................................................................................................

..............................................................................................................................................................

4 ..............................................................................................................................................................

Consultancy Services for Quality Assurance & Quality Control of INCOIS, Prgathinagar grampanchayat, Hyderabad.


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Contractor Client TUV Repre


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CONTRACTOR: _______________________________________ Date:


EXCAVATION

Check Points Yes No N/A

1

2 If Yes Ref. Drawing No.

3 Removed all the loose soil, roots of plants/ trees etc

4 Checked the cleanliness of the surface

5 Whether the design foundation level has been checked?

6 If Yes Indicate the R L

7 Any Remarks:

tractor Client TUV Representat

PROJECT: Consultancy Services for Quality Assurance & Quality Control of INCOIS, Prgathinagar grampanchayat, Hyderabad.

Whether the layout/ alignment for excavation has beenchecked as per plans?


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PROJECT:

CLIENT: M/S.Indian National Centre for Ocean Information Services Hydera

CONTRACTOR: _______________________________________ Date:


BACK FILLING / FILLING IN PLINTH


1Was adequate compaction carried out?

2Indicate the mode of compaction adopted

3

4 If Yes Indicate to the R L

5

Whether consolidated top layer is dressed to the required

6 Slope and level and checked by the Engineer?

7 If Yes indicate the R L

8Whether density tests are taken as required/ specified?

9

ractor Client TUV Represent

Consultancy Services for Quality Assurance & Quality Control of INCOIS, Prgathinagargram panchayat, Hyderabad.

Whether final finish filling levels have been marked atSuitable placed in the area of filling

If Yes Mention the number of samples tested and theLocation from where the samples were taken


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PROJECT:


CONTRACTOR: _______________________________________ Date:


CONCRETE WORK (PLAIN CEMENT CONCRETE)


1 Was the subsurface thoroughly soaked and cleaned?2 Was adequate ramming and water sprinking done?3 Was proper proportion of concrete mix used?

4 Indicate the mix proportion used

5

6 If Yes Indicate the R.L

actor Client TUV Represent

Consultancy Services for Quality Assurance & Quality Control of INCOIS,Pragathinagar grampanchayat, Hyderabad.

Was the compacted concrete top surface in level and


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CHECKLIST FOR BRICK/SOLID BLOCK MASONRY

PROJECT:


Date:

Location : Date

:

Segment :

S.No. Particulars Yes No N/A

1 Drawing checked and approved.

2

3 Base below masonry is approved.4 Necessary scaffolding arranged and safe.5

6

7 Cement for preparation of mortar is approved.8

9 Required tools are available.10

1112 Safety precautions taken by the contractor13 Mansoon protection to cover masonry available.

Consultancy Services for Quality Assurance & Quality Control of INCOIS, Pragathinagargrampanchayat, Hyderabad.

_________________

_______________

Structure

Drawingno.

Reference line of masonry established andchecked.

Bricks/Solid blocks for masonry comply withspecifications of contract.

Sand is properly screened, and free from siltand organic materials.

Hand mixing platform and mortar cubes arearranged.

Necessary arrangements made for curingatleast for 7days.

Precautions to protect cables/ pipelines are

Contractor Client TUV


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BAR BENDING SCHEDULE

PROJECT

CLIENT M/S.Indian National Centre for Ocean Information Services HyderabadCONTRACTOR: _______________________________________ Date:


S.No. Nos. Shape of bar

Contractor Client TUV Representativ


Barmark

Dia

(mm)

CuttingLength

(m)

Totallength

(m)

Totalweight

(kg)

Remarks


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PROJECT:


CONTRACTOR: _______________________________________ Date:


CHECK LIST FOR CONCRETE

GENERAL

a) Structure

b) Location

c) Part of structure :

d) Pouring method :

e) Cast level to RL.

f) Date

g) Drawing no. :

h) Estimated pouring time :i) Grade of concrete :

j) Quantity of concrete :

k) Admixture approved :Yes/ no

SURVEY

a) Reference approved :

b) Lay out Approved : yes/ no

c) Level checked : yes/ no

REINFORCEMENT

a) Bar bending schedule : submitted yes/no

b) Chairs/ spacers provided : yes/ no

c) Cover blocks provided : yes/ no

d) Quantity

FORMWORK

a) Dimensions :as per drawing yes/ no

b) Alignment

c) Verticality

d) Leveling

) Weep holes provided as per dr : yes/ no

f) Vibratory equipment : provided yes/ no

g) Supports

h) Cleanliness & shutting. Oil : OK/ Not OKGENERAL ARRANGEMENTS

a) Lighting provided : yes/ no

b) Safety measures taken : yes/ no

c) General cleanliness : OK/ to be improved

d) Stock of material : sufficient/ not sufficient

e) Stand by equipment : available yes/ no

Contractor Client TUV Representative



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PROJECT:


CONTRACTOR: _______________________________________ Date:


CONCRETE POUR CARD

Drawing no. :

Structure :

Location :

Grade of concrete :

Quantity of concrete :

Cement Required in MT :_________________

Date & time of start :

Expected time of completi :

Method of transportation :

Method of mixing :

Method of pouring :

Rate of pour achieved cum/hour.

Water- cement ratio :

Admixture

Slump observed:

1 2 3 4

No. Of cubes taken :

APPROVED TO POUR: YES/ NO

Contractor Client TUV Representativ

Consultancy Services for Quality Assurance & Quality Control ofINCOIS, Pragathinagar grampanchayat, Hyderabad.

% lts. Retarder/ super plasticizer


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PROJECT:


CONTRACTOR: _______________________________________ Date:

REFERENCES (DRAWING, SPECIFICATION, PROCEDURE): _____________________

REINFORCED CEMENT CONCRETE WORK


1 Was the mix proportion as per grade?

2

3

4

5 If Yes mention the Ref. Drawing No.

6 Was adequate vibration carried out?

7

8 If Yes Indicate the R L and Grade


Was the old concrete surface green cut chippedcleaned & washed?

Were the centering props and supports bracedhorizontally & diagonally for rigidity?

Was the location for pockets, inserts, dowels etc.,been provided as per drawing?

Was the compacted concrete top in level and graderequired?


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PROJECT:


CONTRACTOR: _______________________________________ Date:


CENTERING AND FORMWORK


1

2 Was centering checked for size, depth of formwork?

3 Ref drawing No.

4

5

6

7 Line & Length ( alignment)

8 Bottom & Top levels

9 Verticality( using plum bob)

10 Corner angles & diagonals for perfect right angles

11 Spacers are provided to maintain the width of the beam

1213

14 Safety precautions taken by the contractor

tractor Client TUV Representat


Was form release agent applied to plywood and steel Plates fordeshuttering and adequate cleaning carried out before placingof reinforcement?

Centering level and plumb before starting the concretingactivity? or bent planks should not be allowed sheet shuttering to be

Supporting posts or runners are strong to withstand thevibration during concreting

Gaps shouuld be closed between two adjoining shutteringsheets.Was the formwork inspected, during and after concretePlacement, for detecting or displacements beyond tolerance


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PROJECT:


CONTRACTOR: _______________________________________ Date:

REFERENCES (DRAWING, SPECIFICATION, PROCEDURE): _____________________POST-CONCRETE CHECKLIST

Drawing no. :

Location :

Structure :

Segment

Quantity of concrete poured :

Achieved pouring time :

Date of pour :

Date of side shutter stripped :Date of soffit shutter stripped:

POSITION/ DIMENSIONS

Alignment : S / NS

Levels : S / NS

Dimensions : S / NS

Non-conformance report no. : dated

CURING

Method :

Starting date :

Finishing date :

Checks :

Date

Remarks

References: S-Satisfactory NS-Not Satisfactory.

SURFACE DEFECTS

o defects/ Minor defects/ Major defect

CRACKS

Date observed:

SPALLING

Dated

: Yes/No

:

For Contractor For Client

Consultancy Services for Quality Assurance & Quality Control ofINCOIS, Pragathinagar grampanchayat, Hyderabad.

conformancereport no.

Dated:

No cracks/cracks

Nature of cracks: Hairline/0.25mm

No spalling/Spalling

conformancereport no.

for cracking/spalling

Any non-compliance

If yes- actiontaken

For TUV


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PROJECT:

CLIENT: M/S.Indian National Centre for Ocean Information Services Hyderaba

CONTRACTOR: _______________________________________ Date:


REINFORCEMENT

Check Points Yes No

1

2 If Yes mention the Ref drawing No3

4

5

6 Cut length with reference bar bending schedule

7 Reinforcement welding if given in drawing

8

9 L bends provided is as per the drawing

10 Lapping provided as per the drawing specifications11 Adequate chairs provided

12 Gauge of rings as per specifications

13 Spacing of rings as per drawing

14

15 If Yes, Indicate the size of the cover blocks used

16

17 Safety precautions taken by the contractor

18

Contractor Client

Consultancy Services for Quality Assurance & Quality Control of INCPragathinagar grampanchayat, Hyderabad.

Were the bars bent accurately as per shapes indetailed drawings/bar bending schedule & was thebinding wire of correct gauge thickness?

Steel supplied at site is TMT Bars ( Bars from re-rolling mill should not be allowed)as e ver ca s ance e ween e success velayer of bars in beams or other membersmaintained by providing mild steel spacers at

Placement of reinforcement( bottom & side coversshould be as per drawing)

ere e cover oc s o requ re s ze w c werekept below and behind reinforcement for necessarycover?

Were cat ladders provided on the reinforcement toavoid displacement of reinforcement?


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d

N/A

UV Represe

IS,


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Project:

Client : M/S.Indian National Centre for Ocean Information Services Hyderabad

Levelling concrete and PCC.

CONTRACTOR: _______________________________________ Date:


Mix Details 1 3 6

1 150145

25-75

140

2 170162.5

155

3 60 604 75 75

5 120 120

6 55 55

7 70 70

11 65 65

14 80 80

17 110 110

20 75 75



Type ofstructure

WORKABILITY / CONSISTENCY OF FRESH CONCRETE (SLUMP

TEST) IS:1199-1991

LoadNo

Date oftesting

Grade ofconcrete

Watercement ratio

(%)

Slumpmeasured at

lant (mm)

Slump measuredat site (mm)

Average(mm)

Specifications


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PROJECT:

CLIENT: M/s.Lanco Hills Techinology Park Private Limited.

CONTRACTOR: _______________________________________


PLASTER


1 Reference finish schedule No.

2

3

4 Indicate the mix proportion used

5

6

7

Contractor Client TUV Rep

Consultancy Services for Quality Assurance & Quality Control of 4 Towers atLanco Hills, Manikonda Village, Hyderabad.

Was hacking of concrete surface done closely to avoidfalling of plaster?

Were correct measurement boxes prepared to ensurecorrect proportion?

Was the proper mortar mixing done on non absorbantplatform?

Whether levels (thaiyas) with cross one day in advance havebeen provided?

Was the plastered surface checked by plumb and patti toensure even surface?


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