ir of bnrgsk sri shakti mahila buildings at kodad

INPUTS

1 QC REF No. ::

2 DATE OF INSPECTION ::

3 ADMN. SANCTION ::

4 NAME OF THE WORK ::

5 EXECUTING AGENCY ::

6 NAME OF THE MANDAL ::

7 GRANT ::

8 ESTIMATE COST ::

9 TECHNICAL SANCTION ::

10 AGREEMENT NO. ::

11 AGREEMENT CONTRACT VALUE ::

12 TENDER PERCENTAGE ::

13 CONTRACTING AGENCY ::

14 DATE OF HANDING OVER THE SITE ::

15 DATE FIXED FOR COMPLETION ::

16 AGREEMENT PERIOD ::

17 EXTENTION OF TIME ::

18 VALUE OF WORK DONE SOFAR

19 STAGE OF WORK ::

20 ITEMS INSPECTED ::

21 Name of the Officers executed the work::

a) Executive Engineer : ::

b) Dy. Executive Engineer : ::

c) Asst.Exe. Engineer : ::

22 Name of the Officers inspecting the wo ::

a) Executive Engineer : ::

b) Dy. Executive Engineer : ::

c) Asst.Exe. Engineer : ::

INPUTSNOT TO PRINT- FOR DATA ENTRY ONLY

21.10.2013

Dist.Collector Nalgonda Proc.No.G/EGS/3473/2011 dated 31.10.2011

Construction of BNRGSK Mandal Level Building at Kodad

Executive Engineer (PR) PRI Miryalaguda

Kodad

MGNREGS (BNRGSK)

Rs.25.00 Lakhs

EE PRI Miryalaguda DR.No. 108 /2011-12 dated

EE PRI Mrlg Agr.No. 5/MGNREGS/ Kodad/2011-12 Dt.02/04/2012

Rs.8,90,181.00

Estimate Rates.

Gram Panchayat Kodad

8/8/2011

5/7/2012

9 Months

N/A

Rs.24.52 Lakhs

Completed & Ready for Inauguration.

Er.G.Sangameshwar ,PRI Divison Miryalaguda

Er. Pandu Naik,DyEE PRI SD Kodad

Er. Ajaykumar, AEE, MPP Kodad

-

Er.Y.Neelakanteshwar, DyEE VQC SD Nlgd

Er.Bhaskar Reddy, AEE VQC SD Nlgd

Asst.Executive Engineer 2,

QC Ref.No: AEE2/PR(V&QC)Nlgd/BNRGSK/Kodad/2013-14, date :: 20.11.2013

Foundations, RCC Plinth,Columns, Beams & Roof Slab, Brick Work & Chajjas, Doors & Windows, Impervious Coat over Roof Slab, Painting, Flooring & General Observations.

GOVERNMENT OF ANDHRA PRADESHPANCHAYAT RAJ ENGINEERING DEPARTMENT

DATE OF INSPECTION :: 21.10.2013

NAME OF THE WORK ::

ESTIMATE COST :: Rs.25.00 Lakhs

NAME OF THE GRANT :: MGNREGS (BNRGSK)

NAME OF THE MANDAL :: Kodad

EXECUTING AGENCY :: Executive Engineer (PR) PRI Miryalaguda

CONTRACTING AGENCY :: Gram Panchayat Kodad

STAGE OF THE WORK :: Completed & Ready for Inauguration.

ITEMS COVERED ::

INSPECTION REPORT BY PR QUALITY CONTROL WING

NALGONDA DISTRICT


Foundations, RCC Plinth,Columns, Beams & Roof Slab, Brick Work & Chajjas, Doors & Windows, Impervious Coat over Roof Slab, Painting, Flooring & General Observations.

Executive Engineer (PR) PRI Miryalaguda

Governament of Andhra PradeshPanchayati Raj Engineering Department


INSPECTION REPORT

Name of the Work ::

Estimate Cost :: Rs.25.00 Lakhs

Date of Inspection :: 21.10.2013

Format (I) Preamble

The details of present inspections are as follows.

1 Name of the Officers executed the work :

a) Executive Engineer : Er.G.Sangameshwar ,PRI Divison Miryalaguda

b) Dy. Executive Engineer : Er. Pandu Naik,DyEE PRI SD Kodad

c) Asst.Exe. Engineer : Er. Ajaykumar, AEE, MPP Kodad

2 Name of the Officers inspecting the work :

a) Executive Engineer : -

b) Dy. Executive Engineer : Er.Y.Neelakanteshwar, DyEE VQC SD Nlgd

c) Asst.Exe. Engineer : Er.Bhaskar Reddy, AEE VQC SD Nlgd

3 Details of the Work

a) Admn.Sanction

b) Estimate Sanction EE PRI Miryalaguda DR.No. 108 /2011-12 dated

c) Agreement Contract Value Rs.8,90,181.00

d) Agreement Number

e) Tender Percentage Estimate Rates.

f) Name of the Contractor & Address Gram Panchayat Kodad

g) Date of handing over site 8/8/2011

h) Date fixed for Completion 5/7/2012

i) Agreement Period 9 Months

j) Extension of Time granted, if any N/A

4Er. Pandu Naik,DyEE PRI SD Kodad

Er. Ajaykumar, AEE, MPP Kodad


="The work "&inputs!d6&" Construction of BNRGSK Mandal Level Building at Vemulapally in Vemulapally Mandal of Nalgonda District sanctioned for an estimate cost of "&inputs!d10&" Rs.25.00 lakhs was inspected by the Panchayat Raj Vig & QC Wing on dt. "&inputs!d4&" 30.10.2013. This is the 1st inspection of the work".

Dist.Collector Nalgonda Proc.No.G/EGS/3473/2011 dated 31.10.2011

EE PRI Mrlg Agr.No. 5/MGNREGS/ Kodad/2011-12 Dt.02/04/2012

Name of the Officers present during inspection

5 Financial Progress

a) The Value of Work done so far Rs.24.52 Lakhs

b) Progress of work as per Schedule or not Completed as per schedule

6 Physical Progress

a) The building is completed & occupied.

7 The following observations are made during this inspection

a) Test reports for Building Materials are not furnished by the Field Staff.

b) Workman ship is good

c) No Slab leakages are found.

d) The Plinth level is only 1'-6'' height above GL , it should have been atleast 3'-00'' ht.

e) 2 Sets of Doors for Toilet Blocks is found un necessary, One Door is enough.

f) The Windows on Staircase should have been glazed windows to have more ventilations & Lighting.

g)

8 Review of the Quality Control Records maintained by Field Engineers at site

i The QC Register is not submitted by the field officer during the inspection.

ii Mix design particulars are not furnished by the field staff for verification.

iii The CC Cube test results are not furnished by the field staff for verification.

Asst.Executive Engineer 2, Dy.Executive Engineer (PR)

(PR) Vig & QC Sub-Division, Nalgonda. (PR) Vig & QC Sub-Division, Nalgonda.

The size of Ventilators provided is 3'-0'' x 0'-6'', it is recommanded to provided ventilators matching with Door/Windows width.

To,The Executive Engineer ,PRI, Miryalaguda for taking necessary action.Submitted to the Executive Engineer (PR) Vigilance & Quality Control Division Hyderabad for favour of information.

block:::Kodad

="block:: "&inputs!D8&""


This is to be 21.10.2013



INSPECTION REPORT

Name of the Work :- Construction of BNRGSK Mandal Level Building at Kodad

Estimate Cost :- Rs.25.00 Lakhs

Date of Inspection : 21.10.2013

Format (II) Details of Physical Measurements

Physical Measurements

The following items have been verified and the item wise remarks are as follows :-

I) Foundation details by excavating trench on four corners of building :

Name of the Item

1 Depth of Foundation 1.65 1.70

2 Thickness of Bed Concrete 0.15 0.15

3 Thickness of Footing 0.25 0.25

4 Size of Footing 1.30 x 1.30 1.60 x 1.30

5 Height of Pedastal 0.60 0.72

6 Size of Pedastal 0.60 x 0.60 0.62 x 0.62

7 Height of R.R.Masonry 1.10 1.10

8 Thickness of Plinth Beam 0.30 0.30

General Observations:-

a The physical measurements are tallying with the M.Book recordings & on upper side.

b The Plinth level is only 1'-6'' height above GL , it should have been atleast 3'-00'' ht.

II) RCC Columns and Beams :

i) Observation sheet enclosed.( Annexure I)

ii) Verification of CC Cubes Register :

iii) Size of Columns & Beams : Obsevation sheet enclosed.( Annexure III)

iv) Height of Columns & Span of Beams : Obsevation sheet enclosed.(Annexure III)

v) Verified at random and found satisfactory.

vi) Verification of Mix Design particulars :

vii) Type & Grade of Cement used as per M.Book :

Sl.No.

As per Design/M.Book

As per Observation

Verification of Strength of Columns & Beams by Rebound Hammer :

Register is not furnished by the field staff for verification.

Verification of Columns ( Line & Plumb) & Straightness of Beams :

Mix design particulars are not furnished by the field staff for verification.

OPC 53 Grade Cement is used as reported by field AEE..

viii) Verification of aggregate impact value test repo

ix) Verification of silt content reports of Sand :


a The cantilever beams projecting over the brick wall should have been tapered towards out side.

b

III) Brick Masonry:

i) Verification of test reports of Bricks for strength

ii) Test reports are not submitted by the field staff

iii) Verification of Mortar joints :

iv) Verification of Plastering thickness :

v) Plumb & Line verification of Wall : Verified at random and found satisfactory.

vi) Grooves at Joints between RCC & Brick Wall : Provided.

vii) Observation sheet enclosed (Annexure IV).

viii) Verification of Wall Paintings :


a Small hairline cracks are observed at 1 or 2 places, which should be attended.

b The painting was paled out and white patches (waning) of painting is observed at one to two place

IV). Flooring:

i) The work is completed and found Satisfactory.

ii) Observation sheet enclosed.(Annexure V)

iii) Vitrified Ceramic Tiles are used for Flooring.

iv)


a The Flooring is good and Joints are properly atteneded.

V. Door & Windows :

i) Verification on Type & No Provided : Country Wood frames & Shutters are executed

ii) Sizes & Section dimensions : The Size of Frames 0.10 x 0.075M

iii) Verification of Hinges, Aldrops & Tower bolts : The quality is not good.

iv) Workmanship : Average.

The Local available Hard Granite metal for aggregates is used for structural work having AIV <30.Reports are not submitted by the field staff for verification.

Test reports of bricks for strength are not submitted by the field staff

Verification of test reports on water obsorption of Bricks :

Could not be verified as the plastering to walls was completed.

Verified at random and found 12mm thick for inside of walls and 20mm thick for out side of walls.

Wall thickness, height & length w.r.t M.book ( Random verification as per plan) :

Wall paintings was completed and white patches (waning) of painting is observed.

Workman ship : Verification of Area/ Room dimension : Type of Flooring provided w.r.t . Sanctioned Estimate/ M.Book :

Thickness of Bed Concrete :

Could not be verified as it was concealed under flooring.

v) Verification of paintings provided : Grey colour Synthetic Enemel paint is used.


a

VI) Stair Case :-

i) Verified and found satisfactory.

ii) Finishing/ Workmanship : Finishing and workmanship is satisfactory.

iii) Tread & Rise :

iv) RCC (1:2:4) mix used for staircase.


a The rise and tread of steps are not constantly maintained.

b The 3/4'' nosing on tread shall have been provided.

c The waist slab is only 10mm thick , it should have been 15cm thick atleast.

d

VII Roof Slab:

i) Slab Dimenisions : Observation sheet enclosed.(Annexure II)

ii)

iii) Strength Test (Rebound hammer) : Observation sheet enclosed.(Annexure I)

iv) 3" dia. PVC Pipes are provided for water drain out.


a)

b)

c)

VIII. Parapet wall and Protection of Columns Steel over Roof

i Height & Thickess of Parapet wall

ii Cement mortar haunches are not provided.

iii Dummy brick pillars constructed.

iv Plumb & Line of parapet wall Verified at random and found satisfactory.


a Cement mortar haunches are not provided at junction of roof & parapet .

Verification of Bonding of steps with Basement :

Measurements Verified at random over flooring of steps and observed tread of 0.30m and rise of 0.15m

Type of masonry provided with ref. to sanctioned Estimate & M.Book :

As per National Building Code of India 2005 the minimum tread & rise shall be 300mm x 150mm & width of stair to be 2.0M for institutional buildings and the risers shall be limited to 12 per flight

Test for Roof leakage (water ponding 4" depth for a period of 8 hours) :

Water ponding is not done during the inspection. However marks of roof leakage are not observed in the rooms during inspection.

Verification of provision of water spouts on the roof (4" dia pipes) and disposal :

4" dia. PVC Pipes are should have been provided for efffective water drain out. It is desirable to conserve rain water using suitable rain water harvesting techniques by roof water collection or the rain-water pipes to be connected to a drain or sewer to the road gutter.

Further the rain water pipes at the scale of at least one pipe of 10 cm. diameter for every 40 sq.m. of roof area shall be provided and so arranged, jointed and fixed as to ensure that the rain water is carried away from the building without causing dampness in any part of the walls.Impervious coat of 20mm thick provided on slab but the slope for water drain out is not properly executed..

2'-0'' height and 23cm thick brick wall parapet provided.

Verification of Jointing at Junction of roof & parapetVerification of Protection of exposed steel over roof

b

c Brick Dummy pillars are provided for coloumn steel.

IX. Sunshades & Other Projections:

i Dimensions :

ii Alignment : True to line observed and Satisfactory.

iii Top & Bottom finishings :

iv Disposal of rain water from Top surface :


a The top finishings are not good. Proper rain water drain at single point out shall be provided.

b The sun shades shall have been extended 6'' more than the windows size.

c Th size of sun shade should have been tapered out side to 2'' thick.

Overall Observations:-

a

b The overall workmanship is good.

c The periferal sorroundings 2.0m in width all round the building shall be gravelled.

d

Note:

Asst.Executive Engineer 2, Dy.Executive Engineer (PR)(PR) Vig & QC Sub-Division, Nalgonda. (PR) Vig & QC Sub-Division, Nalgonda.

As per National Building Code of India 2005, the Parapet shall not be less than 1.0 m and not more than 1.2 m in height from the finished floor level.

Verified at random & found Width of Sunshdes 0.60m over verandah infront of GF and 0.54m over windows GF front side and 0.56m Over windows GF right side.( measurements over plastering)

Top finshing not executed properly but bottom finishings are satisfactory.

Sufficient slopes are provided but It requires provision of one brick thick parapet for disposal of rain water at a point.

A ramp for physically handi capped persons shall be provided and it should not have a slope greater than 1 in 20 or maximum of 1 in 12 for short distance up to 9.0m as per National Building Code of India 2005

The Building rooms shall have minimum plinth height of 0.45mt. from ground level as per National Building Code of India 2005

1) This inspection report does not purport to be covering all the aspects of the work, and the filed officers are advised to check up the work and ensure the work as per the specified standards before making payment..

To,The Executive Engineer ,PRI Miryalaguda for taking necessary action.

Submitted to the Executive Engineer (PR) Vigilance & Quality Control Division Hyderabad for favour of information and necessary action.



INSPECTION REPORT


Rs.25.00 Lakhs

21.10.2013

Format (II) Details of Physical Measurements

Physical Measurements

The following items have been verified and the item wise remarks are as follows :-

Foundation details by excavating trench on four corners of building :

Remarks

As per M.Book


The physical measurements are tallying with the M.Book recordings & on upper side.

The Plinth level is only 1'-6'' height above GL , it should have been atleast 3'-00'' ht.

RCC Columns and Beams :

Observation sheet enclosed.( Annexure I)

Obsevation sheet enclosed.( Annexure III)

Obsevation sheet enclosed.(Annexure III)

Verified at random and found satisfactory.

Register is not furnished by the field staff for verification.

Mix design particulars are not furnished by the field staff for verification.

OPC 53 Grade Cement is used as reported by field


The cantilever beams projecting over the brick wall should have been tapered towards out side.

Brick Masonry:

Test reports are not submitted by the field staff


Provided.

Observation sheet enclosed (Annexure IV).


Small hairline cracks are observed at 1 or 2 places, which should be attended.

The painting was paled out and white patches (waning) of painting is observed at one to two place

Flooring:

The work is completed and found Satisfactory.

Observation sheet enclosed.(Annexure V)

Vitrified Ceramic Tiles are used for Flooring.


The Flooring is good and Joints are properly atteneded.

Door & Windows :

Country Wood frames & Shutters are executed

The Size of Frames 0.10 x 0.075M

The quality is not good.

Average.

The Local available Hard Granite metal for aggregates is used for structural work having AIV

Reports are not submitted by the field staff for verification.

Test reports of bricks for strength are not submitted by the field staff

Could not be verified as the plastering to walls was completed.

Verified at random and found 12mm thick for inside of walls and 20mm thick for out side of

Wall paintings was completed and white patches (waning) of painting is observed.

Could not be verified as it was concealed under

Grey colour Synthetic Enemel paint is used.


Stair Case :-

Verified and found satisfactory.

Finishing and workmanship is satisfactory.

RCC (1:2:4) mix used for staircase.


The rise and tread of steps are not constantly maintained.

The 3/4'' nosing on tread shall have been provided.

The waist slab is only 10mm thick , it should have been 15cm thick atleast.

Roof Slab:

Observation sheet enclosed.(Annexure II)

Observation sheet enclosed.(Annexure I)

3" dia. PVC Pipes are provided for water drain out.


Parapet wall and Protection of Columns Steel over Roof

Cement mortar haunches are not provided.

Dummy brick pillars constructed.



Cement mortar haunches are not provided at junction of roof & parapet .

Measurements Verified at random over flooring of steps and observed tread of 0.30m and rise of

As per National Building Code of India 2005 the minimum tread & rise shall be 300mm x 150mm & width of stair to be 2.0M for institutional buildings and the risers shall be limited to 12 per flight

Water ponding is not done during the inspection. However marks of roof leakage are not observed in the rooms during inspection.

4" dia. PVC Pipes are should have been provided for efffective water drain out. It is desirable to conserve rain water using suitable rain water harvesting techniques by roof water collection or the rain-water pipes to be connected to a drain or sewer to the road gutter.

Further the rain water pipes at the scale of at least one pipe of 10 cm. diameter for every 40 sq.m. of roof area shall be provided and so arranged, jointed and fixed as to ensure that the rain water is carried away from the building without causing dampness in any part of the walls.Impervious coat of 20mm thick provided on slab but the slope for water drain out is not properly

2'-0'' height and 23cm thick brick wall parapet

Brick Dummy pillars are provided for coloumn steel.

Sunshades & Other Projections:

True to line observed and Satisfactory.


The top finishings are not good. Proper rain water drain at single point out shall be provided.

The sun shades shall have been extended 6'' more than the windows size.

Th size of sun shade should have been tapered out side to 2'' thick.

Overall Observations:-

The overall workmanship is good.

The periferal sorroundings 2.0m in width all round the building shall be gravelled.

Dy.Executive Engineer (PR)(PR) Vig & QC Sub-Division, Nalgonda.

As per National Building Code of India 2005, the Parapet shall not be less than 1.0 m and not

Verified at random & found Width of Sunshdes 0.60m over verandah infront of GF and 0.54m over windows GF front side and 0.56m Over windows GF right side.( measurements over plastering)

Top finshing not executed properly but bottom finishings are satisfactory.

Sufficient slopes are provided but It requires provision of one brick thick parapet for disposal of rain water at a point.

A ramp for physically handi capped persons shall be provided and it should not have a slope greater than 1 in 20 or maximum of 1 in 12 for short distance up to 9.0m as per National Building

The Building rooms shall have minimum plinth height of 0.45mt. from ground level as per

1) This inspection report does not purport to be covering all the aspects of the work, and the filed officers are advised to check up the work and ensure the work as per the specified standards before making

Submitted to the Executive Engineer (PR) Vigilance & Quality Control Division Hyderabad for favour of

ANNEXURE IREBOUND HAMMER TEST

Name of the Work :-


Descrption of Item Remarks

1 2 3 4 5 6 7

A Ground floor

1 Footing for Column No.D1 32.00 27.50 M20

2 Pedastal for Column No.D1 32.60 19.60 M20

3 Plinth Beam 34.30 34.00 M20

4 Column No.A6 in Hall 31.00 25.40 M20

B First Floor

1 Over Roof Slab 33.33 22.00 M20

NOTE:--



Sl.No

Directionof

Impact

Average Reboun

d Reading

Compressive Strength

as per conversion

table in N/mm2

Specified Strength

as per design

(- 90) degrees

(0) degrees

(0) degrees

(0) degrees

(-90) degrees

1) The Results are tentative only . The actual Compressive Strengh shall be verified by the Cube Test Results.

ANNEXURE IIOBSERVATION SHEET FOR ROOF SLAB

Name of the Work :-

Date of Inspection :- 21.10.2013

Room Number

Slab Dimensions

RemarksAs per M.Book

1 2 3 4 5

1 First floor slab Right wing 31.72 x 8.75m 31.80 x 8.86m




Sl. No As per

Observation

(PR) Vig & QC Sub-Division, Nalgonda.

ANNEXURE IIIObservation sheet for RCC roof Beams and Columns

Name of the Work Construction of BNRGSK Mandal Level Building at Kodad

Date of Inspection 21.10.2013

ROOF BEAMS ( RANDOM CHECKING )

Size of Beams Span of Beams

Remarks

1 Hall Cross Beam 0.30m x0.45m 0.30m x0.45m 6.53m 6.53m

2 Computer Room

COLUMNS

Size of Column Height from flooring to roof slab

Remarks

1 Hall 0.30mx 0.45m 0.30mx 0.45m 2.90m

2 Computer Room


Sl. No

Room Number As per

M.BookAs per

ObservationAs per M.Book

As per Observation

Sl. No

Room Number As per

M.BookAs per

ObservationAs per M.Book

As per Observation

2.92m above flooring

ANNEXURE IVObservation Sheet for Brick Masonry ( RANDOM )

Name of the Work :-


RemarksAs per M.Book As per observation

1 Hall Long Wall

2 PO Room Cross Wall 6.78m x 0.23mx 2.92m 6.78m x 0.23mx 2.92m

1) Deduction for columns, doors,windows etc.

2) The height reconed over flooring



Sl. No

Room Number

Wall Number

Wall Length x Thickness x Height(Rooms inside Lengths)

14.68m x 0.23 mx 3.07m

14.68m x 0.23 mx 3.07m

D6

SMART NET:

ANNEXURE VOBSERVATION SHEET FOR FLOORING

Name of the Work :-


Room Number RemarksAs per M.Book

1 2 3 5 6

1 Meeting Hall 9.65m x 7.70m 9.65m x 7.75m

2 Computer Room 6.97m x 3.00m 6.97m x 3.00m

3 PO Room 3.57m x 3.00m 3.57m x 3.03m

4 Record Room 3.57m x 3.00m 3.57m x 3.00m

5 Room No.3 3.06m x 3.80m 3.06m x 3.80m




Sl. No

Area of Flooring / Room Dimensions

As per Observation

Height of skirting

observed as 15.00cm.

ir of bnrgsk sri shakti mahila buildings at kodad

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