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1/71

Project Management Consultancy for Villa Grande, Komapally

Aditya Construction Company

Address for CommunicationFrom Client Side

Telephone Fax no. Mail ID Remarks

Number

From Contractors side (At site)


Number

From Contractors side (At Hyderabad office)


Number

From Consultants side (Chief Architecht)


Number

From Consultants side (Structural Engineer )


Number

From Consultants side (Plumbing )


Number

From Consultants side ( Electrical )


Number

From Consultants side ( HVAC )Telephone Fax no. Mail ID Remarks

Number

From Consultants side ( Fire Fighting )Telephone Fax no. Mail ID Remarks

Number

From PMC Side (At site)


Number

From PMC Side (At Hyderabad office)


Number

Designation

Name & Address Contact person


Designation

Designation


Designation

Designation


Designation


Designation


Designation


Designation


Designation


FORM NO. G1


Designation

UV CONSULTANTS, SECUNDERABAD



2/71

Accident report

(to be completed on Occurance of Injury by the Safety Officer)

Name of the Injured worker (Surname first) Father's Name:

I/D No. or Passport no.

Age : Sex Male/female

Employer of Worker (if not Principal Contractor)

Anticipated Severity of Injury Minor / Serious Injury / Death

Imported Labour Yes/No

Details of trade

Nature of Injury Incurred

Parts of Body Injured

Type of Accident

Agent Involved in Accident

Unsafe action relavent to the accident

Personal Factor relavant to the accident

Concerned Statuoary Authorities are notified

Contractor's Safety OfficerName

Signature /Date

Resident Engineer

Name

To be Completed Upon Finalisation of Employee's Compensation Claim

FORM NO.G12




PMC MANUAL


3/71

Signature /Date

PMC MANUAL


4/71

Block No. Tech. Spen. Form No.

BOQ Item No. Drg.No.S. No. Particulars Date:

1 Location:

2 Contractor's inspection request no.

3 Name of the sub-contractors

4 Has the contractor obtained PMC's prior approval

for engagement of the sub-contractors.

5 Has the contractor submitted programme and

method statement of work

6 Are the technical specifications available and studied

7 Has the contractors provided required 10-year

guarantee for the work

8 As the chemicals are dangerous and hazardous tohealth, has proper safely gadgets provided to

workers and explained the implecation of not using

the devices

9 Precautions taken for storage, handing and usage

of the chemicals

10 Are skilled and experienced crew present at site to

operate

11 Is the site prepared and kept ready to receive

treatment12 Whether rodding and chanelling, where required,

complete

13 Are the chemicals proposed to be used checked

and approved14 Are the technical specifications of the

manufacturer available, studied and understood

15 Is the chemical concentration cheked and

16 Are the spraying equipments like pumps nozzles in

good working order and suitable to deliver

chemical emulsion at the desired dosage. Is spare

set available as stand by, on case of breakdown of

17 Has the dosage requirements for different areas of

treatment checked with tech. Specifications and

ensured

18 Is the uniformity of application of chemicals

satisfactory19 Joint recording of measurements

20 After completion of the treatment, has the place

been made safe for resuming other activites

(Signature) Date: (Signature)

Name:___________________________________ Name:_______________

Verified by consultants's representative Inspected by contractor's representative

ANTI TERMITE TREATMENT

Project Management Consultancy for Villa Grande @ Kompally


5/71


6/71

INSPECTION CHECK LIST BEFORE APPROVAL TO CONCRETE

BOQ item No: Drg.No. Tech. Spn. No.S. No.

Location:

1 Yes No

2 Yes No

3 Yes No

4 Yes No

5 Yes No

6

Yes No

7 Yes No

8Yes No

9Yes No

10 Proportions of the Design Mix

11 Water - Cement ratio proportion Yes No

12 Yes No

13 Formwork approved (as per Form No. ) Yes No

14 Reinforcement approved (as per Form No. ) Yes No

15 Reinforcement recorded jointly Yes No

16 Area to be concreted clean Yes No

17 Sequency of concreting decided informed to all Yes No

18 Concrete compaction equipment in working or Yes No19 Location of construction joint, if reqd. decided i Yes No

20 Arrengments to cover green concrete and mat Yes No

21 Standby crane, vibrators present Yes No

22 Slump cone available for random checks Yes No

23 Yes No

24 Yes No

25 Yes No

26 Location & type of expansion joints OK Yes No

27 Strong, rigid and safe access provided Yes No

28 Safety arrangements are adequate (Safety Ga Yes No

29 Adequate Lighting provided Yes No

30 Communications between various points provi Yes No

31 Arrangements for suspension / stoppage of co Yes No

32 Curing arrangements satisfactory Yes No

33 Yes No

34 Laboratory notified Yes No


Water, sand, course aggregate,

cement, stock sufficient

All inserts for services are

Concrete conveying

Arrangement for sampling /

Concrete gang present,

Sufficient approved quality wat

Date:

UV CONSULTANTS

Project management Consultancy for Villa Grande @ Kompally.

Water, sand, course aggregate,cement. admixture are approved

Stand by batcher in working order

Method statement approved

Grade of Concrete specificied

Applicable specification available

Design mix

Batching plant mixers in working order

(separate dispensar for admixture, if required,

available)

Contractor's inspection request no.


7/71


8/71

FORM NO.IC 4

S.No. Yes No

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

Shot Firer Blasting Engineer

Name: Name:

Signature Signature

Date Date

Whether clearance obtained before allowing workmen to resume

work at site

Classificationof soils with reference to B.O.Q. item

Record of holes drilled, charged and blasted

Have the people been vacated and moved to safe places

Have men been posted with red flags to warn people who may

inadvertantly move into the danger zoneInspection after blasting by blasting engineer & shot firer and

report obtained

Record of missed holes

Action taken to fire the unexploded charge

Name of the Shot Firer and his License No. and date upto which va

Whether explosives stock register properly maintained

Whether the clients and PM notified about the timing of the

blasting and prior permission obtainedExplosives issued, used and balance returned to store checked

Condition of the blasting equipment satisfactory

Type of explosives and method of blasting adopted

Name of the sub-contractor

Details of explosive licence

Validity of License

Type of explosives and quantity permitted to be stored

Name of the magazine keeper

Whether explosive transportation van is available

UV CONSULTANTS

CHECKLIST FOR BLASTING

Details of Check

Project Management Consultancy

Adithya Construction Company


9/71


CHECK FOR CONCRETE BLOCK MASONRY WORK: Date:

The following inspection have carried out and found acceptable as per specifications and drawings:

BOQ Item No: Techl. Specification No:

REF RELEVANT DRG NO. Block No.

LOCATION

1

2

3

4

5

6

7

8

9

10

11

12

14

16

Signature Signature

Name Name

(Project Management Consultant) (For Contractors)

17 REMOVAL OF DEBRIS AND CLEANING THE AREA OFWORK

SUITABILITY, STRENGTH AND SAFETY OF SCAFFOLDING

15 BOND, PROPER STAGGERING OF VERTICAL JOINT &JOINT THICKNESS

RAKING AND CLEANING OF JOINT

HEIGHT OF MASONRY SHOULD NOT BE MORE THAN 1.00

IS ALL PREVIOUS WORK CURED FOR MINIMUM 7 DAYS

13

LIKE PROPER BASE FOR MASONRY, CLEANINESS,

PREPARATION OF BED ETC.

DIMENSIONS OF Blocks

CHECK ALIGNMENT WITH APPROVED DRAWINGS

DIAGONALS

CHECKED FOR R.L.

CHECK FOR PLUMB, LEVELS AND RIGHT ANGLES

DOORS AND WINDOW OPENINGS LEFT IN PROPER POSITION

Project Management Consultancy for Villa Grande @kompally

WHETHER BLOCKS ARE OF APPROVED QUALITY & TEST

CERTIFICATE AVAILABLE

CRESHING STRENGTH OF BLOCKS

BRICKS SOAKED IN WATER


RATIO OF SAND TO CEMENT FOR MORTAR


10/71


CHECK FOR CLAY BRICK MASONRY WORK: Date:




LOCATION

1

2

3

4

5

6

7

8

9

10

11

12

13

1415

16

Signature Signature

Name Name



17REMOVAL OF DEBRIS AND CLEANING THE AREA OF WORK


HEIGHT OF MASONRY SHOULD NOT BE MORE THAN 1.00 METRE

IS ALL PREVIOUS WORK CURED FOR MINIMUM 7 DAYS

CHECK FOR COMPLETION OF PRECEDING ACTIVITIES LIKE

PROPER BASE FOR MASONRY, CLEANINESS, PREPARATION OF

BED ETC.

SUITABILITY, STRENGTH AND SAFETY OF SCAFFOLDINGBOND, PROPER STAGGERING OF VERTICAL JOINT & JOINT

THICKNESS


DIMENSIONS OF BRICKS


DIAGONALS

CHECKED FOR R.L.


FORM NO.2

WHETHER CLAY BRICKS ARE OF APPROVED QUALITY & TEST

CERTIFICATE AVAILABLE

CRUSHING STRENGTH OF BLOCKS


Project Management Consultancy for Villa Grande @ Kompally.



11/71


12/71


CEMENT TEST: For OPC 53 Grade (To be done for each batch of consignment received)

1. SOURCE/ MANUFACTURER:

2. LOCATION OF THE WORK WHERE SAMPLE IS USED:

3. DATE OF SAMPLING:

4. SAMPLE COLLECTED BY :

5. DATE OF TEST:

Following are the results of the Tests conducted as per IS : 4032 1988) stipulations

S.No. NAME OF

TEST

Permissible

Limits for 53

Grade Cement

TEST RESULT REMARKS

1 FINENESS 10% Max

2 INITIALSETTING

TIME

30MINUTES(Min)

3 FINAL

SETTING

TIME

10 HOURS (Max)

4 COMPRESSIV

E STRENGTH

AT 3 DAYS

23 Mpa (Min)

6 COMPRESSIV

E STRENGTHAT 28 DAYS

43 Mpa (Min)

7 SPECIFIC

GRAVITY

Max 3.15

8 SOUNDNESS Max. 10 MM OF

EXPANSION

Signature Tested by:

Name Signature

Designation

(Project Management Consultant) Saignature:

Note : - All entries shall be in capital letters. Name

Designation:

(Contractor)

FORM NO. CM2

5 COMPRESSIV

E STRENGTH

33 Mpa (Min)

Project Management Consultancy for Villa Grande @ kompally

Aditya Construction company


13/71


14/71

UV CONSULTANTS, SECUNDERABAD FORM NO.C3

Adithya Construction Company.

1. Weekly receipt issue (for week form ___________ to ___________)

Name of work:

Name of contractor:

Closing balance at the site of work from

Previous week bags

Bags MT Source

Total

(Signature) Date: (Signature) Date:

Name:______________________ Name:___________________________

(Project Manageers' representative) (Contractor's representative)

Project Management Consultancy for Villa Grande @ kompally.

CEMENT REGISTER

Date

Quantity receivedQty. used

bags / MTPurpose

Closing balance

at the end of

day (Bags / MT)


15/71

UV CONSULTANTS, SECUNDERABAD FORM NO.P3

Measurement Book No. Pages ------ to --------

Period of Claim From--------to---------

Value of work as per agreement Rs.

Authorised Variations (additions) Rs.

Authorised Variations (deletions) Rs.

Modified Contract Value Rs.

Gross value of work done upto date Rs.

Gross amount of previous IPC (No. ) Rs.

Gross amount of this IPC Rs.

Deductions

1 Security Deposit Rs.

2 Retention Money Rs.

3 Cost of the materials supplied by the ISB if any Rs.4 Mobilzation advances Rs.

5 Material Advances Rs.

6 Income Tax Rs.

7 Sales Tax Rs.

8 Seinorage charges Rs.

9 Charges for Water/Electric Power Supply Rs.

10 Any other deductions Rs.

Rs.

Total Deductions :- Rs.

Certified Interim Payment for IPC No. Rs.

Enclosed: Bill Copy

Relavent Extracts from Measurement Book Project Manager,

Name:

Date

Passed for payment of IPC No. For a gross amount of Rs. (Rupees ----) and a netamount of Rs. ---- (Rupees----)

Project Management Consultancy for Villa Grande @kompally

Interim Payment Certificate No.--------



16/71


TESTS ON COARSE AGGREGATE1.Nominal Size :2. SOURCE:

3. SAMPLE USED IN PORTION OF STRUCTURE AT:

4. DATE OF SAMPLING:

5. DATE OF TEST:

6. Tests conducted as per IS : 2386 (Part I to V) - 1963

1 SPECIFIC

GRAVITYAND WATER

ABSORPTION

2.6(Min)

AGGREGATE

IMPACT

VALUE

3 SIEVE

ANALYSIS

ANALYSIS

4 AGGREGATE

CRUSHING

VALUE

Signature Tested by:

Name Signature

Designation

(Project Management Consultant) Saignature:

Note : - All entries shall be in capital letters. Name

Designation:

(Contractor)

2 30 % (Max)

FORM NO.CM10

S.NO. DESCRIPTIO

N

RESULT IS REQUIRED REMARKS

Project Management Consultancy for Diamond villas @ ThukkugudaAdithya Construction Company


17/71


18/71

Form No : C 4


Name of work:

Name of contractor:

(A) Daily record of item works

S. No.

(B) Abstract for the week ending_____________indicate cement consumption

Cement required to be

cosumed theoritically

Quantity Unit


Name:__________________________________________ Name:__________________________________

(Project Manager's representative) ( contractor's representative)

Remarks

(whether satisfied )

S. No. B.O. Q. Item

No. &

Description

Quantity of workdone Actual cement consumed (bags

/ MT)

Project Management Consultancy for Villa Grande @ Kompally.

DAILY CONSUMPTION OF CEMENT FOR DIFFERENT ITEMS OF WORKS

(Theoritical & Actual)

Item work Quantity of work done during the week

Adithya Construction Company.


19/71


20/71


21/71


Name of work:

Name of contractor: M/S K.D.Patel (Block-B )Item- cement

Date Particulars A/U Rt. Issue Balance Remark


Name:______________________ Name:___________________________

(Project Manageers' representative) (Contractor's representative)

Project Management Consultancy for AGARWAL FORTUNE HOMES @ kompally.

TALLY CARD


22/71


23/71

UV CONSULTANTS, SECUNDERABAD FORM NO.G8

Touch Stone Developers.

Location of the laboratory: Date:

Genaral class:

Approvals of materials

Mix designs

Production

Rolling trails / compaction / workmanship

Material / Test:

Site clearing

Earth work / fill

Concrete

Services

Day works

Miscellaneous

Description in detail / block / location / structure:

DAILY PROGRAMME FOR LABORATORY

Project Management Consultancy for Diamond villas @ Thukkuguda


24/71

UV CONSULTANTS, SECUNDERABAD Form No :G 10 FORM NO.G10


Prepared by:

Weather Report :- Sunny/Rainy/Cloudy Date:Safety Regulations :- Day:

Events :- Temparature :-

Item No. Desciption of work Location Source of material & type Work quantity excuted per day Delays / Actions / Problems

DAILY SITE REPORT



25/71


26/71

FORM NO.IC 11


A. CONCRETE BATCHING DELIVERY TICKET NO.

Date of supply:

Mix. temperature:

Slump:

Cement contents (Approx. assesed quantity)

Admixture (Type & Dosage)

No. of cubes taken:

Truck No. Time of

Loading

Start time of

pouring

Finish time of

pouring

Quantity Poured in Cum

hrs. hrs.

hrs. hrs.

hrs. hrs.

Slump test result(s): mm at

Form of slump :

Discharge started: (time)

Placement completed: (time)

No. of site cubes taken:

Identification Number

Place where cubes taken:

Placement temperature of concrete:

Ambient temperature:

Weather condition:

at 7 days at 29 daysIden. No. of

Cube

Compressive StrenghRemarks

UV CONSULTANTS, Secunderabad.

CONCRETE DELIVERY AND POUR RECORD

Concrete Cubes Test Report



27/71


Name:_________________ Name:________________ Verified by consultant's representative Inspected by contractor's representative


28/71


29/71

UV CONSULTANTS, SECUNDERABAD FORM NO.S3



S.No. Description Remarks

Electrical Work

1 Size of the Cable / Wire

2 No of cores

3 Are the cable as per IS Standards and Manufacturer's Certificate furnished.

4 Are any damages to cable / Wires Visible

5 Is the cable unsheathed with copper conductor

6Are the conduits clear with Guide wire/ rope placed inside.

7 Are the conduits of enough size to accommodate all the wires and cables

8 Are conduits placed away from other utility pipes by atleast 100mm.

9 Are the exposed conduits run parallel or right angles to wall.

10 Is shop drawing layout approved for construction.

11 Are exposed conduits fixed and supported properly with staples by atleast 500mmintervals.

12 Are the conduits clean from dirt, grease , water etc.

13 Are the conduits edges are smooth.

14 Are Inspection boxes provided at every bends or every 12 M.

15 Are the Inspection boxes flush with wall or Ceiling.

16 Earthing wire run throughout all the conduits.

17 Are the wire used are tested for Continuity (Megger)

18 Are the wire tested between each phase and earthing.

19 Are the wire tesed between each phases.

20 Are the wires used as per colour coding.

21 Is resistance test conducted.

22 Are lugs, glands, connectors,,bolts, nuts etc in adequate.23 Are cable markers provided.

24 Are there any joints to wires, if so mechanical connectors provided.

25 WORKERS ENGAGED

26 Are the instructions recorded in the site order Book

27 OTHER PROBLEMS (IF ANY)

Signature Signature

Name Nmae

Designation Designation

Date Date

Consultants Contractor


30/71


31/71



File No. File Name Contents

1a Incoming ( Inward Register )

1b Outgoing (outward register )

2a SPCL - Incoming & Outgoing All Correspondence with contractor

3a Meetings - Fortnightly

3b Meetings - Quarterly3c Weekly Safety Review Review made by the PMC with Contractor on Safety

4a Miscellaneous - Incoming

4b Miscellaneous - Outgoing

5a Petty cashPayments & receipts for office expeniture through

petty cash

5b Staff attendance log book Photocopy of staff's daily attendance sheets

5c Vehicles Matters related to vehicles

5d Personnel file Correspondance for each staff member

5e Offfice furniture and equipment Matters related to office furniture and eqipment

5f Utilities Telephone / electricity / Water etc.

5g Office Office rent / repairs etc.

5h Office supplies Matters related to office supplies

6a Interim Payment Certificates Contractor's monthly invoices plus pyaments released

6b Variation Orders (Approved)Approved Variation Orders plus summary including

correspondence thereon

6c Variation Orders (Pending)Pending Variation Orders plus conrrespondence

thereon

6d Day Works Copies of Day Work Orders and day work accounts

6e Daily ReportsDay to day activities are noted and filed for review if

required at any time.

6f Claims (Approved) Approved Contractor's Claim for time extension, extracost, plus summary including correspondence

6g Claims (Pending)Pending Contractor's Claim for time extension, extra

cost, plus correspondence

6h Construction ScheduleConstruction Schedule Updates plus all related

correspondence

6i Inspection Request FormCopies of all Inspection Request forms submitted

including Inspection Reports

PMC Office Management Files ( at site )

Work operation files

Correspondence between PMC and Contractor

Meetings

Minutes / notes of meetings attended by the Project

Manager or his representatives

Miscellaneous


FILING SYSTEM

Correspondence Register

All incoming letters and out going letters are entered

in these registers and respective subjects are also

noted. This is mainted at the Site Office.

Correspondance with any other agency


32/71

6j Material Order - Registercopies of all material purchase orders and its

monotoring is recorded in this register

6k Drawings Register

All the drawings movement with their details and

purpose of issue are noted in this register for

monitoring of the Drawings movement

6l Environment Environmental Issues

6m Photographs All Project Photographs, Negatives etc.6n Video All Project Video Records


33/71


34/71

UV CONSULTANTS, SECUNDERABAD FORM NO.CM15


Sample No. Date of testing:

S. No.

Height of

Dry sand

(h1)

Moisture

content (%)

Height of sand

(after mixed with

water)

(h2)

Difference

in height (h1

h2)

Bulking of

Sand =

(h1-h2) X 100

h21

2

3

Permissible Limits :- There is no specific Limit.

The Extra Quantity of Sand shall be added to compensate for the Bulkage

by the value of Bulking of sand

Note :-

Signature Signature Signature

Name Name Name

Designation Designation Designation

Date Date Date

(Project Management Consultant) (Contractor)

due to changes in quality of aggregate


Bulking of Sand

[As per IS : 2386 (Part- V) - 1963]

one test for each source of supply and subsequently when warranted


35/71

UV CONSULTANTS, SECUNDE FORM NO.IC6

BOQ Item Drg.No. Techl. Spn. No.

S. No. Particulars Date:

1 Location:

2 Description of work


4 Contractors drawing or sketch No.

5 Formwork

design /

drawing

/sketch

approved

including

deshutteri

ngarrangem

ents

6

7 Props vertical & braced

8 Trial panel approved (if required)

9 Formwork alignment correct

10 Formwork member material quality acceptable

11

12 Face boarding finish / Strength

13 Joints between panels closed (No gaps)

14 Joints between panels flush (No steps/ lips)

15 Panel flatness acceptable16 Gaps between secondary members and face panels closed

17 Tie rod material and sizes are correct

18 Tie rods spacing correct

19 Tie rod tight, face cones flush

20 Spacers between shutter surface tightly fitting

21 Box outs, cast-in items, ducts fixed correct, securely

22 Chamfers / fillet sizes, straightness, fixing acceptable

23 Provision for inserts & service conduits etc.,

24 Formwork clean

25 Formwork release agent approved

26 Formwork release agent applied correctly

27 Construction joint preparation satisfactory

28 Safe access constructed for movement of labour, marerial etc.,29 Adequate work space provided for labour, equipment

30


Name:____________ Name:_______________

ltants's representative Inspected by contractor's representative

Pin vibrator and


FORMWORK / SCAFFOLDING INSPECTION CHECK LIST

Formwork,supports,

Gaps between


36/71

FORM NO.IC 3


FOUNDATION EXCAVATION: Block No.

Ref: Drawing No: Reference to Tech specification:

B.O.Q. item No.

1

2 Yes No

3 Yes No

4 Yes No

5 Yes No

6 Yes No

7 Yes No

8 Yes No

9 Yes No10 Yes No

11 Yes No

12 Yes No

13 Yes No

14 Yes No

15 Yes No

16 Yes No

17 Yes No

18 Yes No

19 Yes No

20 Yes No

21 Yes No

22 Yes No

Signature Signature

Name Name

for PMC for Contractors

Ensure heavy equipment do not move close to the pits

Lighting arrangements during night

Caution signs around the area of excavation pits

Classificationof soils with reference to B.O.Q. item

Are measurements recorded

Inspection report of foundation pits by structural Engineering

consultants with referance to SBC

Depth of cutting (RL) As per drawings As per actual

Reduced level As per drawings As per actual

Check side slopes As per drawings As per actual

Check shoring & strutting

Check dewatering

Excavation material kept clear of reference line pillers and TMB Piller

Is the area checked for clearance

Is site drainage arrengements adequate

Is it checked for underground obstructions (Service lines)

Whether all proposed service lines are laid

Check centre line As per drawings As per actualCheck dimensions As per drawings As per actual



Method of Excavation

Foundation Type / Marked No. ( if any given)

Location with ref. to Drg No. and co-ordinates / grid no.

Grid Line End pillars on 4-sides constructed and marked properly and

also visbile and accessible


37/71

UV CONSULTANTS, SECUNDERABAD FORM NO. G2



INCOMING MAIL REGISTER

S.No. Date Letter No. Letter Dated from whomReceived

Subject File Head disposal


38/71



CONTRACTOR'S NAME

Description of works

Location

Item no.

Quantity

Date Completed Time completed

Submitted by Position

Date Time

Project Management Consultant

Project Manager Comments

Satisfactory / Non-compliance

Date:

Time:

Quality Materials Engineer Comments


Date:Time:

Site Engineer Comments


Date:

Time:

Project Manager Date: Time:

Note: 1. Original to be returned to contractor

2. Copy to Project Manager's file

INSPECTION REQUEST No. ____________

APPROVED / REJECTED for the following reasons



39/71


40/71



INTERIM PAYEMENT

Bill No.

Name of the Contractor

Agreement No. and Date

Contract Sum

Date of Commencement of Work

Date of Completion of Work

Valuation Date

Claims for the period from to

Reference to Measurement Books

upto last

bill

since last

bill

total upto

date

Upto Last

Bill

Since last

bill

Total upto

date

Upto Last

Bill

Since last

bill (in this

Bill)

Total upto

date

1

2

3

4

5

6

7

8

9

10

Certificate :- Certified that this bill is prepared by me ( name ) based on actual measurements

taken and recorded by me at pages to in Measurement Book No.

Signature of the Engineer in Charge Signature of t

Name: ( from Contractors side )

Date: Name:

Designation:

Date:

Form No : P 2

in words

Total Deductions :-

Nett Amount payable :-

in figures

Seinorage charges

Charges for Water/Electric Power Supply

Any other deductions

Retention Money

Cost of the materials supplied by the ISB if any

Mobilzation advances

Material Advances

Income Tax

Sales Tax

Deduct Gross Value of Last Bill

Grass Amount of this Bill

Deduction

Security Deposit


Quantity executed Agrt.Rate

per unit

Amount

Total Value of Work Done

B.O.Q.

item No.

Description

of item

unit Qtuantity as

per

agreement


41/71



Nature / type of Material : - Cement/Sand/Aggregate/Reinforcing Steel

Sl. No. Date Receipts Issues Balance Remarks

MATERIAL AT SITE ACCOUNT( to be maintained by the contractors at stores/stock yards)



42/71



Sl.

No.

Purchase order

No. & date

Name and address

of the supplier

Qty.

ordered

date of

supply

Qty.

supplied

Total Qty. supplied

as on date under

One purchase

order

Test

Certificate

form

supplied

FORM NO.C1

MATERIAL ORDER - REGISTER(TO BE MAINTAINED BY CONTRACTOR)



43/71

FORM NO.P1



MEASUREMENTS SHEET Name of work: Name of PMC:

Name of Contractor:

Date of commencement of work:

Date of completion of work as per agreement:

Agreement No.& Date:

Contract Value:

Date of measurement:

Interim Payment certificate no. for the period ending

Descriptionof Item Unit L B D Quantity

Page total


Name:__________________________________________ Name:__________________________________

(Project Manager's representative) ( contractor's representative)

BOQ item Remarks



44/71



Date Time

Requested by: Received by:

Contractor Date / Time: Consultant Date / Time:

Comments: Notes:

_________________________________________________ 1. Contractor to submit request minimum of

_________________________________________________ 48 hrs. in advance of work requirements

_________________________________________________ 2. Consultants to return approved or

_________________________________________________ disapproved original and one copy to

_________________________________________________ the contractor 12 Hrs.before scheduled

start of work

Project Manager Date & time:

Request to begin activity is:

Approved/Disapproved

FORM NO.G6

NOTICE OF OPERATIONS

Activity

LocationBOQ Item

Activity

Description

ScheduleRemarks



45/71

UV CONSULTANTS, SECUNDERABAD FORM NO. G3


Issue

No.

Month &

Date

Name and

address

Place Subject File Head No. Stamps used Remarks

OUTGOING MAIL REGISTER



46/71

UV CONSULTANTS, SECUNDERABAD FORM NO.M5



Painting

1 Whether the surface to be painted is cured for one week

2 Is the surface to be painted clean of dirt,grease, dry

3 Is plastering done as per specifications and ready for painting

4Are all the adjacent works and materials properly coverd and preotected

5Are the materials delivered to site in original sealed containers bearing brand

name, manufacturers name, colour shade with labels intact.

6Is the paint approved as per material specification colour and brand.

7Is the admixtures or Thinner of the same as directed by the manufacturers

specification

8 Are any holes / dents filled with putty or binder

9 Is prime coat applied and dry.

10 Equipment to be used for painting are in good condition

11 Is necessary scaffolding erected

12 Any parts of the scaffolding resting or touching the surface to be painted

13 Are skilled and un skilled labour present at site and are aware of the job to be done

10 WORKERS ENGAGED


12 OTHER PROBLEMS (IF ANY)

Signature Signature

Name Nmae


Date Date




47/71


48/71

UV CONSUL UV CONSUL UV CONSUL UV CONSUL UV CONSULTANTS, SECUNDERABAD


Date:

Block No: Tech. specification No:

Ref. To Drg. No.

1. Location by ordinates and R.L From to

Y/N

3. Total No.of coats & No.of the coat & thickness Y/N

Y/N

5. Ratio of componants of Mortar checked and found acceptable Y/N

6. Admixture used (if any) checked and acceptable Y/N

7. Quality of sand tested & approved Y/N

8. Sand for plastering screened Y/N

9. Sequence of plastering work Y/N

10. Surface to be plastered soaked, cleaned and washed Y/N

11. Surface to be plastered watered properly Y/N

12. Mortar not kept more than half an hour after mixing (used before initial setting time) Y/N

13. Workmanship checked and found acceptable Y/N

14. Joints are raked to a depth of 10 mm before plastering for masonry and hacked for RCC fa Y/N

15. Surface finish as specified, checked for plumb evenness and found acceptable Y/N

16. Curing for 7 days checked Y/N

Y/N

18. Any architectural requirement specified taken care of:

19. Surfaces where Tile cladding is to be done is kept rough Y/N

20. Availability of skilled manpower Y/N

21. Strength, stability & safety of scaffolding Y/N

22. Cleaning of plastered wall surface of loose mortor splints etc. Y/N

23. Cleaning the work place at close of day's work Y/N


Name Name Name


Date Date Date

(Project Management Consultant) (Rep of I.S. B. )

17. Are grooves in plastering at joints of different material like R.C.C,

Brick work and wood work left

(Contractor)

FORM NO.M4

Check list for Plastering

2. Type of plaster cement plaster / external sand face plaster / Neeru plaster

/ Water cement plaster

4. Check for completion of preceding work like fixing service conduit, water

supply, sanitary lines, electrical conduit etc. and completion of ceiling plaster



49/71



.No Description Remarks

Sanitary / Plumbing work

I MATERIALA PIPES

1 Type of pipes

2 Diameter of pipes

3 Has the manufacturer furnished the test certificates

4 Whether the dimensions are as per the required standards specially with

reference to both ends of the pipes

6 Whether the pipes has been tested at the manufacturer'place for factory test

presure?

7 What is the hydraulic test pressure at factory?

8 Are the pipes tested at factory with the normal jointing material?

9 Is there ISI mark?

b. FITTINGS, VALVES,ETC.,

1 Type of Fittings / Valves, etc.,2 Diameter and class

3 Has the manufacturer furnished the test certificates?

4 Whether the dimensions are as per the standards,Specially with reference to

ends?

II EARTHWORK, LAYING, JOINTING, TESTING AND REFILLING

1 Is the alignment and gradient of pipe lines as per approved drawings?

2 Are the pipes, fittings, appurtances checked for their sound condition before

laying?

4 Are the open ends of pipe line laid closed at the ends of the day's work to

prevent the entrance of rodents, animals, earth, stone pieces, cloth, paper and

waste materials?

5Whether the pipe line is hydraulically tested to their required pressure and the

test is satisfactory as per specifiction?6 Is the test done in the presence of the client representative and third party?

7 Is the pipe line disinfected as per standards?

8 AS BUILT DRAWINGS, Have they been prepared?

9 OUT TURN

Pipes (Various sizes)

laying and jointing

Testing

Construction of chambers

Disinfection


Signature Signature

Name Nmae


Date Date




50/71


51/71

FORM NO.IC 12


POST INSPECTION OF R.C.C. FOUNDATION: Date:

BOQ item No. Date of concreting

Tech. Spec. No. Drawing No.

Block No.

1 Location and Type of foundation

2 R.L. of the Top of Foundation

3 Dimensions of the Footing :- As per Drawing

As executed

4 Dimensions of the Pedestal :- As per Drawing

As executed

5 Alignment & cleaning of expansion joint

6 Dimension of column As per drawing:

As executed:

7 Defects noticed

8 Corrective action

9 Quantity of concrete poured

Start time:

Completion time:

No. of cubes casted

Compressive Strengh

7th Day (1) (2) (3)

28tn Day (1) (2) (3)

28 day starts (1) (2) (3)

Signature Signature

Name Name


UV CONSULTANTS, Secunderabad.Project Management Consultancy for Diamond villas @ Thukkuguda


52/71


CONCRETE POUR CARD:

(Technical specification No.2.0 pages 11 to 24)

Block No. B.O.Q. Item No.

REF. DRG NO:

SOURCE:

Location

SAMPLE USED IN PORTION OF STRUCTURE AT ORDINATES & R.L.S:

SL.NO. CHECK RESULTS OF CHECKS REMARKS

1 CENTRE LINE

2

FORM WORK AND STAGING

3 PLACEMENT OF BARS

4 COVER BARS / CHAIRS

5 DESIGN MIX GRADE/ PROPORTIONINGDEVICE AVAILABLE FOR BATCHING

6 CONSTRUCTION JOINTS7 SOFFIT POUR LEVELS

8 PLACEMENT OF EMBEDMETNS

9 ADEQUACY OF MATERIALS

10ADEQUACY OF MIXERS/BATCHING &

CONVEYING ARRENGEMENTS

11 ADEQUACY OF TEST CUBE MOULDS

12 ADEQUACY OF VIBRATIORS

ADEQUACY OF ILLUMINATION

ADEQUACY OF MANPOWER

14 ADEQUACY OF WATER

15

REINFORCEMENT AND INSERTIONS

16 WATER CEMENT RATIO

17 IS CONCRETE BEING PLACED WITHIN THEINITIAL SETTING TIME

18 CONTRASCTORS' ENGINEERS ANDSUPERVISORS PRESENT

WHETHER MATERIALS USED ARE FROM

APPROVED STACK

a) CEMENT

b) COARSE AGGREGATE

c) FINE AGGREGATE

d) REINFORCEMENT BARS

e) WATER

d) ADMIXTURES IF PERMITTED

20 SLUMP AND WORKABILITY

21 CEMENT CONTENT

22 DESING MIX (PROPOTTIONS)

23 INFORMATION TO LAB. INCHARGE

24 IS CONCRETE BEING PLACED WITHINTHE INITIAL SAFETY

(Signature) (Signature) Date

Name:____________________________________ Name:__________________________________


Signature Signature

Name Name


Date:

19

UV CONSULTANTS FORM NO.IC 10

13



53/71

Despat

ch Slip

No.

Time of

despatc

h

Start of concrete

completion of concrete

Quantity


54/71


55/71

FORM NO.IC8


R.C.C. WORK (REINFORCEMENT AND FORM WORK)

BOQ No: Drg.No. Techl. Spn. No.

A Location :

Drawing No.

Reference Grid Lines

B Reinforcement

1 Rods tested acceptable

2 Clean and free from rust Y/N

3 Conforms to Drg no. Y/N

4 Binding wire used Y/N

5 No. of laps for Dia No.

a type bars

b type barsc type bars

6 No. of chairs No.

a.

b.

c.

7 cover blocks provided Y/N

8 Spacers Y/N

9 No of spacers Dia

a.

b.

c.

C Staging and form work (as per form No. )

1 Staging checked Y/N

2 Form work

a Checked for line Y/N

b Checked for level Y/N

c Checked with plan dimensions Y/N

3 Is form work free of holes, gaps Y/N

4 Is clean oil applied to face of form work Y/N

5 Supports are strong enough to bear concrete, labour etc., Y/N

D Embedded items:

a Prepared and cleaned for concretin Y/N

b Joint Recording of Reinforcement Measurements Y/N

E Remarks

Signature Signature

Name Name





56/71


Project Management Consultancy for Diamond Villas @Thukkuguda.


Name of work:

Name of contractor:

* frequency of calibration for different equipment to be specified in advance.

Record of calibration of equipment

Item

Date calibrated &

Person certifying

(for vender or contractor)

*

Date of next

calibration

Date of inspection &

person approving

(for departmene)

Result of

inspection


57/71

UV CONSULTANTS, SECUNDERABAD FORM NO.IC6


BOQ No. Drg.No. Techl.Spn. No.

1. Location: Date:

2. Contractor's inspection request no.

3. Reinforcement specification for the item Yes No

4. Latest revision being used (I.S code) Yes No

5. Bar bending schedule provided Yes No

Yes No

Yes No

8. Corrosion treatment of bars, if required, satisfactory Yes No

9. Bar sizes correct (Development length O.K) Yes No

Yes No

Yes No

Yes No

Yes No

15. Bar assembly rigid and adequately supported Yes No

16. Cover to bottom bars correct ( as per approved drawing ) Yes No

17. Cover to side bars correct ( as per approved drawing ) Yes No

18. Cover to top bars correct ( as per aproved drawing ) Yes No

Yes No

Yes No

Comments:


Name:__________________________________________ Name:______________________________

Verified by consultants's representative

12. Bar lap at correct locations

13. Bar tied as specified with binding wire

Inspected by contractor's representative

14. Binding wire used (Guage, black/G.I)

(including spacers / chair support)

. easurements o re n orcement are recor e y contractor

in the presence of PMC/Employee and signed before

laying/pouring concrete

20. All the Reinforcement details as per the drawings and the

checking at site as said above are satisfied to proceed with

concreting.

Project Management Consultancy for Diamond Villas@ Thukkuguda,

REINFORCEMENT INSPECTION CHECK LIST

6. Reinforcing steel material approved (Test report available)

7. Bar bending and cutting satisfactory

10. Bar spacing correct ( as per approved drawing)

11. Bar lap lengths correct


58/71




Name of Block:

Name of contractor / sub contractor:

Name of Contractor's representative:

Inspection location:

Date of inspection:

Construction activities:

Has the contractor identified the bench mark for the work? Yes No NA

Has the contractor established working bench mark? Yes No NA

Have the contractors working bench marks approved by Yes No NA

the Project Manager?

Has the contractor co-ordinated the marking of block with X-

X & Z-Z axes lines intersecting at the centre of tower Yes No NA

Has the contractor established the markingout for Yes No NA

foundations / any other structures?

Has the contractor established reference points against Yes No NA

the markings made on the ground?

Are Grid Line Pillars installed with Markings Yes No NA

and are they clearly visisble

(Signature) Date: Signature) Date:

Name:__________________________________________ Name:__________________________________


FORM NO.IC 1

MARKING OUT / SETTING OUT

INSPECTION CHECK LIST


59/71




Site Instruction No.

Name of Contractor:

Contract No.

To:Project Manager,Adithya Construction company,Phase _1.

Date:05/06/2008.

(Contractor's field representative)

Site Instruction:

Please stop the unfair practices held at Aditya site phase 1.

The procedure in which PCC is laid at site for Levelling course of CRS manonsry.

Project Manager (PMC)

Resident Engineer Date Received and noted by

CC: Project Managerment Consultants.

6. Please ensure that the mixing for levelling course should be (1:4:8)

SITE INSTRUCTIONS

Contractor's representative

1.Oversize metal (63mm size metal is not recommended as per IS 456-2000 clause no

8.2.4.1.) the maximum size of aggregate for leveling course is 40mm only.

2. The Over size metal was even not laid to a level.3. The cement Mortar is mixed without using measuring boxes.

4. The Cement Mortar is not mixed on the impervious mixing platform. Should use mixing

Platform

5.After laying the metal, Cement Mortar is spreaded directly. Cement ,sand and 40mm metal

has to be mixing properly before adding water .


60/71



Block No. Tech. Spen.

BOQ Item No. Drg.No.

S. No. Particulars

1 Location:


3 Is site gradaing drawing available and studied

4 Contractors drawing or sketch No.

5 Are the existing ground levels taken, recorded and signed jointly

by contractor and PMC

6 Safe access provided/constructed for movement of labour,

marerial etc.

7 Check for cutting ground to desired level

8 Are top levels of fill/depth of filling marked at suitable points

9 Is the excavated soil checked for suitability for filling with in the

grading area.10 Is filling being done in layers not exceeding 200 mm thick

11 Is each layer sprinkled with water to OMC and rolled with

vibratory compactor

12 Is proctor density after rolling being checked for every layer and

found satisfactory13 Are final finished levels of graded ground checked and found to

be as per approved drawings

14 Joints between panels closed (No gaps)

15 Check for disposal of surplus earth and excavated earth

unsuitable for filling at si te at designated dump yards and neatly

leveled

16 Are finished levels of graded area jointly taken, recorded andsigned by respresentatives of contractors and PMC

17 Is the graded area properly cleaned

18 Defects noticed

19 Corrective action to set right the defects.


Name:____________________________________ Name:_______________

er e y consu an ss represen a ve nspec e y con rac or s represen a ve

Form No.

Date:

FORM NO.IC2

Project Management Consultancy for Diamond Villas@ Thukkuguda

SITE GRADING WORKS


61/71

UV CONSULTANTS, SECUNDERABAD Form No : 5 FORM NOProject Management Consultancy for Diamond Villas @Thukkuguda.


Sl. No. Name of the Visitior Designation Observations Orders Signature

SITE ORDER REGISTER( to be maintained by contractro in triplicate )


62/71



CHECK FOR STONE MASONRY WORK: Date:




LOCATION

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

Signature Signature

Name Name


17 REMOVAL OF DEBRIS AND CLEANING THE AREA

OF WORK

CHECK FOR COMPLETION OF PRECEDING

ACTIVITIES LIKE PROPER BASE FOR MASONRY,

SUITABILITY, STRENGTH AND SAFETY OF SCAFFOLDINGBOND, PROPER STAGGERING OF VERTICAL JOINT

& JOINT THICKNESS


DIAGONALS

CHECKED FOR R.L.



HEIGHT OF MASONRY SHOULD NOT BE MORE THA

IS ALL PREVIOUS WORK CURED FOR MINIMUM 7 D

WHETHER BLOCKS ARE OF APPROVED QUALITY &

TEST CERTIFICATE AVAILABLE

CRESHING STRENGTH OF BLOCKS



DIMENSIONS OF Blocks



63/71




Approved Sub- contractors

Sub-contractor Proposed letterRef. / Date

Approved LeterRef./Date

Approved Services Comments

Signature Signature

Name Name



64/71




TEST ON REINFORCING BARS:

(Bars specified of use I.S. : )

1 REF. DRG NO:

2 SOURCE:

3 SAMPLE USED IN PORTION OF STRUCTURE AT ORDINATES & R.L.S:

4 DATE OF SAMPLINGS:

5 DATE OF TEST:

25 mm 20mm 16mm 12 mm 10 mm 8mm1 Weight2 Proof Stress 425 N/ mm

2

485 N/ mm2

(Min)

10 % more than

proof stress

14.50 % (Min)( Where Gauge

length=5.65S )

5 Yeild Test

6 Bend Test

Note: 1 Ultimate Tensile Strength, Proof Stress and Elongation Tests are conducted

as per IS 1608 1972 ( Revised 1982).

2 The results pertain to sample tested only.

Signature Signature

Name Name


4 Elongation

FORM NO.CM20

Sl.

No

Name of Test IS Requirements Results (Dia of Bar)

3 Ultimate

Tensile

Strength


65/71




TESTS FOR CONCRETE:

:

:

:

:

:

:

:

:

Slump Test :-

Sample 1 Sample2 Sample 3 Average

Slump in mm

Form of slump

Sample for slump Test is taken by (name ) (signature)

Slump Test carried by (name ) (signature)

Cubes for Compressive Strength (Grade of Concrete) :-

Date of Cubes casting

Number of cubes casted

Identification Mark of the Cube

Age at which the cube is to be tested

Samples taken/Moulded By (name ) (signature)

Signature Signature

Name Name


(g) Date of sampling

(h) Date of Testing

(a) Design grade & Mix Proportions

(b) Designed W/c ratio

(c) Drawing No.

(d) Date of Sampling

(e) Drawing No.

(f) Samples taken from the Portion of

the structure at ordinates and R.L.


66/71




TESTS FOR CONCRETE:

:

:

:

:

:

:

:

:

Slump Test :-

Sample 1 Sample2 Sample 3 Average

Slump in mm

Form of slump

Sample for slump Test is taken by (name ) (signature)

Slump Test carried by (name ) (signature)

Cubes for Compressive Strength (Grade of Concrete) :-

Date of Cubes casting

Number of cubes casted

Identification Mark of the Cube

Age at which the cube is to be tested

Samples taken/Moulded By (name ) (signature)

Signature Signature

Name Name


(g) Date of sampling

(h) Date of Testing

(a) Design grade & Mix Proportions

(b) Designed W/c ratio

(c) Drawing No.

(d) Date of Sampling

(e) Drawing No.

(f) Samples taken from the Portion of

the structure at ordinates and R.L.


67/71




Sheet no. _________ of _________

Contract no.

Contractor

Note: This variation order is not effective until approved by the Competant Authority of ATNk & K Area

I Block requested by ________________________________

II In accordance with General Conditions, clause , you are hereby

directed to perform the following work.

III Payments for this work will be made at the rates shown below.

IV By reason of this variation order:

1. The time of completion will be increase / decreased by _____________ calendar days.

2. We, Shapoorji Pallonji & company Limited, contractors, have given careful consideration

Accepted__________________ Date______________

V Prepered :_________________ Date______________

Approval Recommended___________________ Date______________

Approved :____________________ Date______________

Distribution:


Contractor

Team Leader

VARIATION ORDER NO._________

to the changes proposed and hereby agree, if this variation order is approved, to satisfactorily

complete the work specified in this order and also agree to provide all equipment and other

services necessary. We agree to accept as full payment for this at

Contractor



68/71

UV CONSULTANTS, SECUNDERABAD FORM NO. CM1



Sample Identification No. :

Date of Testing : No. of Samples : Name of Laboratory:

Weight of Water ( gm) : 0.85 times Std. Consistency : Place:

0.02 Normal NaOH to

neutralise 100 ml of

sample (ml)

0.02 Normal H2SO4 to

neutralise 100 ml of

sample (ml)

As per cl. No. 8.1 of IS

3025 (Part 22)

As per IS 3025

(Part 23)

Organic

ppm

Inorganic

ppm

Sulphates SO3ppm

Alkali Chloride

ppm

Max. Permissible Lts.: 5 ml 25 ml Min 6 200 3000 400 2000 2000

Minimum One test for each source of water or subsequently when warranted by change inquality.


Name Name Name


Date Date Date

(Project Management Consultant) (Contractor) (Laboratory Incharge)

Suspended

Matter

ppm

TEST ON WATER FOR CEMENT CONCRETE (IS 456- 2000)

S.No. SourcepH

value

% Solids in water


69/71



WATER PROOFING TREATMENT



S. No. Particulars Date:1 Location:


Name of the sub-contractors

3 Has the contractor obtained PMC's prior approval for

engagement of the sub-contracdtors.

4 Has the contractor submitted programme and method

statement of work

Are the technical specifications available and studied


guarantee for the work

6 As the chemicals are dangerous and hazardous to

health, has proper safely gadgets provided to workers

and explained the implecation of not using the devices

Precautions taken for storage, handing and usage of

the chemicals


operate

8 Is the site prepared and kept ready to receive

treatment

Apllication of primer on prepared surface at proper

dosage satisfactory

9 Are the chemicals proposed to be used checked and

10 Are the technical specifications of the manufactureravailable, studied and understood

11 Is the chemical concentration cheked and approved


good working order and suitable to deliver chemical

emulsion at the desired dosage. Is spare set available

as stand by, on case of breakdown of the first set



ensured

14 Is the uniformity of application of chemicals satisfactory

15 Joint recording of measurements

16 After completion of the treatment, has the place been

made safe for resuming other activites


Name:____________________________________ Name:_______________

Verif ied by consultants's representative Inspected by contractor's representative

FORM NO.IC 14



70/71





Water supply pipe lines

GENERAL

I MATERIAL

A PIPES1 Type of pipes

2 Diameter of pipes

3 Has the manufacturer furnished the test certificates

4

Whether the dimensions are as per the required standards specially with

reference to both ends of the pipes

5 Is the inner surface of the pipes smooth

6

Whether the pipes has been tested at the manufacturer'place for factory test

presure?

7 What is the hydraulic test pressure at factory?

8 Are the pipes tested at factory with the normal jointing material?

9 Is there ISI mark?

B FITTINGS, VALVES,ETC.,

1 Type of Fittings / Valves, etc.,

2 Diameter and class

3 Has the manufacturer furnished the test certificates?4 Whether the dimensions are as per the standards,Specially with reference to

ends?

5Are rubber gaskets kept in shade in plastic covers?

Is elongation satisfactory when stretched?

Do they have ISI Mark?

6 Whether bolts and nuts, rubber insertions, white lead / zink oxide, etc., are as per

standards?

II EARTHWORK, LAYING, JOINTING, TESTING AND REFILLING

1 Is the alignment and gradient of pipe lines as per approved drawings?

2Are the pipes, fittings, appurtances checked for their sound condition before

laying?

3Are the locations of sluice valves, scour valves, air valves correct with reference

to flow direction, valley points, ridges?

4Are the open ends of pipe line laid closed at the ends of the day's work to prevent

the entrance of rodents, animals, earth, stone pieces, cloth, paper and wastematerials?

5 Whether the pipe line is hydraulically tested to their requires pressure and the

test is satisfactory as per specifiction?

6 Is the test done in the presence of the client representative and third party?

7 Is the pipe line disinfected as per standards?

8 AS BUILT DRAWINGS, Have they been prepared?

9 OUT TURN

Pipes (Various sizes)

Specials and valves

laying and jointing

Testing

Construction of chambers

Disinfection

10 WORKERS ENGAGED

11 Are the instructions recorded in the site order Book12 OTHER PROBLEMS (IF ANY)

Signature Signature

Name Nmae


Date Date



71/71

Plot No: A4, 2nd

Floor, Main Road, Vikrampuri, Secunderabad 9.

Tel: +91.040.27891781 / 82 Fax: +91.040.27891783



Touch Stone Developers. FORM NO.IC 5



S. No. Particulars Date:

1 Location:


3 Name of the sub-contractors

4 Has the contractor obtained PMC's prior approval for

engagement of the sub-contractors.

5 Has the contractor submitted programme and method

statement of work

6 Are the technical specifications available and studied


guarantee for the work8 As the chemicals are dangerous and hazardous to

health, has proper safely gadgets provided to workers

and explained the implecation of not using the devices

9 Precautions taken for storage, handing and usage of

the chemicals


operate

11 Is the site prepared and kept ready to receive treatment

12 Whether rodding and chanelling, where required,

complete

13 Are the chemicals proposed to be used checked and

approved14 Are the technical specifications of the manufacturer

available, studied and understood

15 Is the chemical concentration cheked and approved


good working order and suitable to deliver chemical

emulsion at the desired dosage. Is spare set available

as stand by, on case of breakdown of the first set



ensured

18 Is the uniformity of application of chemicals satisfactory

19 Joint recording of measurements

20 After completion of the treatment, has the place beenmade safe for resuming other activites


Name:____________________________________ Name:_______________


ANTI TERMITE TREATMENT

checklist diamond villas

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