QQUUAALLIITTYY AASSSSUURRAANNCCEE PPLLAANNaccessproj.synology.me/Templates/Construction/Quality Assurance Plan.pdf · 6.Bar Schedule 1. Checking of the drawings to see Whether the

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Tel: 0112873099 Fax: 0112873088

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__________________________________________________________________________________ Quality Plan –Access Projects Pvt Ltd 1

1.0 INTRODUCTION 1.1 Purpose of Project Quality Plan In order to achieve the desired quality level, as the first step of the quality management

system, the project quality plan will be prepared, a part of the organization’s continuous

PDCA cycle.

Accordingly the following parameters will be determined under this plan.

1. An objective

2. Control points

3. Target Management Level

4. Execution procedures or work standards.

As the customer satisfaction is the basic index of the quality management system,

“Market in” approach will be more appropriate, among processes which emphasizes,

that the next processes are our customers.

1.2 Quality Goals And Objectives

1. To optimize the resource utilization by reducing the wastage by 1% from the

stipulated norms

2. To reduce the cost of rectification from .25% to 0.15%

3. To maintain External and internal customer satisfaction level at 80%.


2.0 QUALITY MANAGEMENT METHODS 2.1 Quality Plan Processes

With Reference to the PDCA cycle as the basic concept of quality management system,

that emphasizes the continuous improvement in quality towards zero defects through

the processes of Plan, Do, Check and Action. 2.2 Quality Standards ISO 9001 - Quality Management Standard

ISO 9001 is the internationally recognized standard for the quality management of businesses.

ISO 9001

applies to the processes that create and control the products and services an

organization supplies

prescribes systematic control of activities to ensure that the needs and

expectations of customers are met

is designed and intended to apply to virtually any product or service, made by any

process anywhere in the world

D C

A Plan Action

Do Check

P


2.3 Quality tools

Some of the recommended tools and techniques that can be used in quality

management include: kaizen, Six Sigma, Pareto charts, fishbone diagrams and hoshin

kanri, in addition to 5S and total quality management process.

2.4 Responsibility Of Management To provide a quality product and service at an affordable price and on time, in the

execution of construction projects and in the manufacture of related products with the

support of the suppliers and in total harmony with the society and the environment.

2.5 Responsibilities 2.5.1 Deputy General Manager (Projects)

1. Overall Management of projects assigned by Director

2. Monitor the implementation of Quality assurance Systems, Safety systems, 5S

Systems, CIC Systems etc. and take actions when deviations from the

standard processes are identified.

3. Monitor and take initiative actions on the affairs connected to project progress,

relationship between project staff, consultants & Clients.

4. Coordination of outside resources such as lab materials, sub contractors,

equipment etc. and ensures timely availability.

5. Management of specialized / out sourced and nominated subcontractors.

2.5.2 Project Manager

PM is the overall in-charge of the project and represents the company in the

matters pertaining to the project. He is responsible to complete the project on time

with right quality and within the expected budget of the project. He reports to DGM

and CEO who coordinates project activities from head office. He is further expected

to maintain safety standards, discipline and cleanliness at site. He should make

sure that work is carried out without any harm to the environment and society.

Responsible for the effective implementation of ISO Quality Management System,

5S Housekeeping system, Continuous Improvement Circle and to contribute to and

utilize the Technical manual.


Weekly progress review meeting will be conducted by the PM with the site staff.

Project Manager has to update the progress to the client and to the top

management of Access projects weekly. In addition, he will prepare a project report

regarding the progress and the programmed to the client monthly.

2.5.3 Planning Engineer

Planning Engineer is responsible to carry out planning functions of the project. He

reports directly to project manager.

Construction planning & Quality control functions included:

1) Preparation of Construction Master Shedule.

2) Preparation of project Cash Flow Statement & Cash flow Curve.

3) Preparation of Procurement tracking shedule & monitoring.

5) Monitoring all the above plans monthly and reporting any deviations to PM.

7) Preparation of Monthly Progress Report within the first week of every month.

8) Handling and record keeping of all technical documents

9) Co- ordinate all site technical literature,forms etc. with relavant staff

10) Co-ordinate other site record keeping

11) Co-ordinate, initiate,maintain files and distribution of latest informations of

RFI, RFC, FA, and other technical forms.

12) Maintaining Daily site reports and weather records.

13) Preperation of shop drawings and as built drawings

14) Study architectural & strcutral drawings and forward clarification if there is any

discripancies

15) Obtaining material approvals ( through Material Applications)

16) Co-ordinate site quantity surveying

He is also responsible to make sure that construction teams achieve required

quantity of work.


2.2.1 QA / QC Engineer

QA/QC Engineer should lead the QA team at site to carryout necessary QA

inspections at all agreed Hold points. Testing of materials and maintaining testing

& inspection records also are his responsible. He liaises closely with the site

represntatives from consultant and client.

1) Preparation of method statement

2) Quality Control and related record keeping

3) Site testing and record keeping

4) Obtaining material approvals ( through Material Applications)

2.2.2 MEP Coordinator

MEP Coordinator is responsible to coordinate with all MEP specialized sub

contractors with the assistance of Electrical and M&P Engineer in order to carry

out relevant work efficiently and effecively. He should hold meeting with the

above sub contractors at regular intervals and advise the PM about the status. He

should obtain shop drawings from the sub contractor and amalgamate in to

coordinated drawings when necessary.

Electrical Engineer – Relevant Sub contractor

MEP Engineer – Relevant Sub Contractor

2.2.3 Construction Manager

Construction manager will be responible for:

Coordinating all construction related matters at site with the technical staff,

subcontractors and plant and equipments to execute the work as per the

construction drawings and specifications.

Monitoring day to day progress, as per micro program.

Responsible to take off specialized materials and placing timely orders.

Managing, construction resources effectively at site level.

Make sure to minimize material wastage.


2.2.4 Safety Manager

Safety Manager will be responsible for

The implementation of all safety measures at site.

He should conduct safety awareness programmes among the staff and

workers, and carry out necessary checks to ensure at least the required

minimum safety level is in force.

Maintain, safety information boards.

Make sure the readiness of first aid facilities.

2.2.5 Admin Manager / Manager Procurement

Responible for preparation and timely submission of monthly interim statements,

rate break downs for new work items and unit rates in consultation with the

project manager. Other responsibilities are as follows:

1. Material reconciliation during every billing period.

2. Measurement of subcontractor works and certification.

3. Material quantification and ordering.

4. Contractual implications.

3.0 PROJECT QUALITY ASSURANCE 3.1 Quality Assurance Procedure. In order to assure the product quality, the quality of the following resources will be assured.

1. Human Resources: Suitable personnel will be deployed to the processes, based

on the qualifications and experience. In addition to that necessary training will be

provided for continuous improvements and new technologies.

2. Machines and Equipments: All the construction machineries and equipments

will be serviced and calibrated periodically as stipulated in the schedule to make

sure the accuracy and proper functioning.


3. Material: All the construction materials will be assured to comply with the

standards and specifications. Relevant tests will be carried out as stipulated in the

standards, codes and specifications periodically and as and when required.

Material Frequency of Testing/Inspection

Location of Testing/Inspection

Responsible Monitoring

Cement

As and when

requested by

consultant/Get the mill

certificate for every

batch from the

supplier.

Independent

Laboratory/Supplier

Main

Contractor QA/QC

Steel R/F

As and when

requested by

consultant / Mill test

certificate for every

consignment.

Independent

laboratory

Main

Contractor QA/QC

Fine

Aggregates Monthly

Independent

laboratory

Main

Contractor QA/QC

Coarse

Aggregates Monthly

Independent

laboratory

Main

Contractor QA/QC

Concrete As per ICTAD spec. Independent

laboratory

Main

Contractor QA/QC

4. Methods: Shop drawings and method statements will be prepared as per the drawings, specifications and consultation with specialists.

Device Frequency of checks Adjustments Calibration

Theodolite Once in 6 month When Required Annually

Level Sets Once in 6 month When Required -do-

5m Tapes Once in 3 months When Required -do-

30m Tapes Once in 3 months When Required -do-


4.0 PROJECT QUALITY CONTROL 4.1 Project Quality control procedure

4.1.1 Process Monitoring, Measuring & Reporting

Construction process is measured and monitored at each of the following hold points

and reporting to the same to the client. Duly completed “Request for Inspection” (RFI)

form is submitted and approval is obtained prior to proceeding beyond a hold point.

Activity Monitoring Method Frequency of Monitoring

Responsible Approval by

Applicable Documents

Excavation

Check for buried services

Levels

Stability of slopes

Before

Before & After

After

CM

QA/QC

Eng

(M&E)

Specs. &

Dwgs.

Backfilling

Testing

Check Levels

Every other

layer

Before & After

CM QA/QC

Specs. &

Dwgs.

Screed Concrete

Check Levels

Check service provisions

Before & After CM

QA/QC

Eng

(M&E)

Dwgs.

Concreting of pile

caps, Columns,

Walls, Beams ,

Slabs etc.

Check R/Fnts

Check FWk supports

Check service provisions

Check levels & lines

Before

Before

Before

Before & After

CM QA/QC

Eng

(M&E)

Specs. &

Dwgs.

Removal of F.wk Check duration & strength Before CM QA/QC

Specs &

Dwgs.

Pile hacking &

Testing Pile integrity test After

CM QA/QC

Specs. &

Dwgs

Water proofing Ponding test After CM QA/QC

Specs. &

Dwgs

Block Work

Check setting out

Check verticality & Angle

Check for openings

Before

After

Before & After

CM

QA / QC

Specs. &

Dwgs


4.2 Testing & Inspection plan for In-put materials

Prior to procuring any material, a “Material Application“(MA) is forwarded to consultants

together with samples, technical literature, test certificates etc. Approval is obtained

before finalizing the order. And also after that we checked all the material as per Access

material quality check lists (Annexure 01) .

4.2 Inspection plan for technical construction procedure

Before the starting works technical officer should checked according to access Quality

assurance check list. After that 2nd inspection have to done Quality Assurance Engineer

as per activity check list (Annexure 02)

Plastering

Check For Services

Verticality

Finish

Before

After

After

CM QA/QC

Specs. &

Dwgs

Painting Surface preparation

Finish

Before

After

CM QA/QC

Specs. &

Dwgs

Tiling

Check the setting out

Grove size

Level

Before

After

After

CM QA/QC

Specs. &

Dwgs

Electrical installation Check with shop

drawings After EE QA/QC

Specs. &

Dwgs

Plumbing Pressure test After M&P Eng QA/QC Specs. &

Dwgs


Title: Process Analysis for Reinforcement work.

Maintain steel wastage less than 5%

1. Details Drawings 2. Specification 3. BOQ 4. Reinforcement steel 5. Binding wires 6.Bar Schedule

1. Checking of the drawings to see Whether the details are adequate 2. Studying Specification 3. Getting approval for r/f steel 4. Preparing of bar schedule 5. Ordering /receiving r/f steel at site 6. Cutting and bending 7. Fixing

Completed tied reinforcement net/cage to receive concrete

1. Drawing / Plan 2. Specification / BOQ 3. Timing 4. Lines & levels 5. Wastage of steel 6. Quality tied

1. Skilled workers 2. Unskilled workers 3. Plant & equipment (Bar cutting, bar bender, showa cutter) 4. Tools

1. Drawings 2. Bar schedule 3. Check list 4. RFI 5. Timing 6. Inspection 7. Specifications

Inputs

Resources

Activities Output

Controls

Monitoring & Measuring

Objective


Title: Process Analysis for Formwork.


1. Plywood or Panels 2. Timber bearers 3. Props 4. Heavy tubes or runners 5. Drawings

1. Measure to ensure inputs are Adequate 2. Setting out the work 3. Erect the formwork 4. Checking 5. Obtaining approval

Completed mould to receive concrete

1. Drawing / Plan 2. Level and lines 3. Strength 4. No of uses of the material 5. Time

1. Carpenters 2. Unskilled workers 3. Tools

1. Drawings/ shop drawings 2. Check list 3. RFI 4. Timing 5. Inspection

Inputs

Resources

Activities Output

Controls


Objective

Maintain the lines, Levels and minimize the chipping & filling of concrete & FW 4 uses


Title: Process Analysis for Concrete.


1. Detailed drawings 2. Specifications 3. BOQ 4. Reinforcements 5. Service lines (if any) 6. Sand, metal, Cement, water

1. Assembly of f/w 2. Tying r/f 3. Service provisions, if any 4. Inspection 5. Curing

Concreted element

1. Wastage 2. Quantity 3. Man hours 4. Timing 5. BOQ

1. Skilled workers 2. Plant & Equipment, tools 3. Space

1. Drawings 2. RFI 3. Timing 4. Inspection

Inputs

Resources

Activities Output

Controls


Objective

Maintain the lines, levels and minimize chipping to receive finishes, Maintained con. Wastage 5%


Title: Process Analysis for Block work.


1. Cement blocks 2. Cement, Sand, water 3. B.O.Q 4. Specifications 5. Drawings

1. Measure to ensure inputs are Adequate 2. Setting out the work 3. Laying first brick layer 4. Checking 5. Obtaining approval 6. Carrying out block work by maintaining verticality.

Block wall

1. Drawing / Plan 2. Lines and squareness 3. Verticality 4. Proper bonding 5. Time 6. Area erected

1. Masons 2. Unskilled workers 3. Tools


Inputs

Resources

Activities Output

Controls


Objective

Maintain the alignment and verticality and make easy the plastering.


Title: Process Analysis for Plaster work.


1. Cement, Sand & Water 2. BOQ 3. Specifications 4. Drawings

1. Measure to ensure inputs are Adequate 2. Setting out the work 3. Cleaning and establishing level points. 4. Checking 5. Obtaining approval

Completed plaster finish

1. Drawing / Plan 2. Verticality 3. Squareness 4. Smoothness & level 5. Time

1. Masons 2. Unskilled workers 3. Tools


Inputs

Resources

Activities Output

Controls


Objective

Maintain the verticality, squareness and finish


ANNEXURE 01

MATERIAL QUALITY ASSURANCE CHECK LIST

PROJECT: FORM NO.: CL/CS/001

LOCATION: DRAWING NO.:

Material : BRICKS

1

2

ACCESS PROJECTS PVT LTD CHECK LIST

Colour

Size/ make As per specification/approval

Works : Civil

Reddish and uniform

PARTICULARS REQUIRED RESULTS ACTUAL RESULTS

QUANTITY : TRADE MARK : SUPPLIED BY :

CHALLAN NO :

SR. NO.

DATE :

3

4

5

6

7

8

9

Remarks:

Soundness

Should not be more than 20% by weight

Compressive Strength

Moderate

Should give clear metallic ringing sound when struck against each other

Should not be more than 5% (visual)

Breaking

Water absorption

Edges

Should not be over burned or Under burnt

Should be sharp,straight and in right angle

Burning

Efflorescence

35 kg/cm2 Min.

Client (Sign & Date)(Sign & Date)

Consultant Engg.





Material : MANGLORE TILES

SR. NO.

1

2

PARTICULARS

SUPPLIED BY :

TRADE MARK :

REQUIRED RESULTS ACTUAL RESULTS


Works : Civil

Size/Colour As per approved sample

QUANTITY :

CHALLAN NO :

Class Class AA/ A

3

4

5

6

7

8

Remarks:

Burnt Should be well burnt

Patterns/Shapes As per approved sample

Water absorption Max 18% of weight

Checks for Defect Should be free form twists, bend, cracks and lamination

Tolerances for length and width 10mm to 20mm

Weight The weight of the tiles shall be noted correct to the nearest 0.01 kg

Client (Sign & Date)

Consultant Engg.(Sign & Date)



Structural Steel

1

2

3

4


SR. NO.

PARTICULARS ACTUAL RESULTS

Weight/meter

Manufacture name or tread Mark, Heat Number

REQUIRED RESULTS

TRADE MARK :Lanwa RB 500

SUPPLIED BY :Ceylon Steel Coporation pvt LtdQUANTITY : 3 T0N

CHALLAN NO :

Check for Size of Structural Member

Rusting

5

6

a

b

I

ii

iii

c

7

I

ii

iii

iv

v

Check Physical test Lab Report for Grade 'A'

20 to 40mm

Elongation

Grade

Yield Stress

Tensile Strength

Thickness < 20mm

Carbon

Check Chemical test Lab Report for Grade 'A'

Manganese

Silicon

Thickness > 40mm

Phosphorus

Sulphur

Remarks:


Consultant Engg.



Material :CERAMIC TILES

Works : Civil & Interior

SR. NO.

1

2

ACTUAL RESULTS

QUANTITY : TRADE MARK :


DATE :

Size/Colour As per Approved sample

Both diagonal should be prefect

PARTICULARS REQUIRED RESULT

SUPPLIED BY :

CHALLAN NO :

Diagonal of Tiles

3

4

5

6

Remarks:

Straightness of tiles

Should be smooth with sharp edges

Should not bend

Less than 10% by weight

Cracks, Cavities in the Tiles Should be free from all defect

Top surface and sharpness of Edges

Water absorption


Consultant Engg.



Material :MOSAIC TILES


SR. NO.

1

2

3



CHALLAN NO : DATE :

As per approved sample

Colour of tiles As per approved sample

PARTICULARS REQUIRED RESULT ACTUAL RESULTS

As per approved sampleType of tiles

Make of tiles

3

4

a

b

c

d

e

5

6

7

8

9

Remarks:

Less than 10% by weight

The proportion of cement to aggregate in the backing of the tile shall not be leaner than 1:3 by mass (Factory / Laboratory Testing)

No cavities

MIX

No projections

No Depressions

No cracks

Amount Of Concavity & Convexity should not exceed 1 mm

Water Absorption

Diagonal of tile

Finish

Flatness

Colour of tiles As per approved sample

Both diagonal should be perfect

Depression,

Cracks

Holes

Cavities in tiles

No Holes

Should be uniform throughout

Free from Defects

Projection,





Material : MARBLE SLAB


SR. NO.

1

2

3

Should be uniform colour

One face should be polished



Size Size and quality as approved


Quality of polishing

SUPPLIED BY :

CHALLAN NO : DATE :

Colour

3

4

5

6

7

8

9

10

11

12

13

14

Remarks:

As approved and uniform thickness

i) Edge should be straight

ii) Should be right angle to each other

With four sides machine cut

One face should be polished

Texture Should be homogenous

Edge/Diagonal

Quality of polishing

Surface Surface should free from Cracks, Broken edge, holes, Cavities etc

Back side packing (Pre treatment)

Back side fibre packing

Straightness

End Cutting

Thickness - Tolearance 6 3%

Should be straight

Thickness

Hardness Min. 3 on Mhrs scale

Water absorption Max. 0.4 % by weight

Tolerance for Slab - Length & Width

+ 2%


Consultant Engg.



Material : GRANITE SLAB


SR. NO.

1

2

3


Quality of polishing Top surface fine polish and bottom

Colour

Size Size and quality as approved

As approved sample and shade



CHALLAN NO : DATE :

3

4

5

6

7

8

9

10

11

12

13

Remarks:

Surface Surface should free from hair line Cracks ,Broken edge ,holes,

Texture Should be homogenous

Should be straight

Quality of polishing Top surface fine polish and bottom surface rough

Edge/Diagonal i) Edge should be straight

With four sides machine cutEnd Cutting

Hardness 6 to 7 on Mohrs scale

Thickness - Tolerance 6 1mm

Length & Width - Tolerance

Straightness

6 2mm

Water absorption

As approved and uniform thickness

Max. 0.5% by weight

ii) Should be right angle to each other

Thickness


Consultant Engg.



Material : PLASTER OF PARIS BAGS / BOARD


SR. NO.

1

2

a xx/yyyy



CHALLAN NO : DATE :


Brand As per approved sample

Freshness Test :

Manufacturing week/year

Plaster of Paris Bags:

a

b

c

d

e

f

1

2

3

4

5

6

a

b

c 6 1mm

xx/yyyy

First / Second

Type of bags Polythene

Batch number

Weight Of each bag

Manufacturing week/year

Thickness

25/20kg

Size of board As per approved sample

The surface of the boards should Be free from Imperfection

Plaster of Paris Boards:

Manufacture's name /Trade Mark


Length + 0mm or - 6mm

Free form surface defect All board shall be sound, free from cracks, broken edges

Original Stitching Should be intact

Tolerance

Year of manufacture xx/yyyy

Finish

Quality

+ 0mm or - 5mmWidth

c

Remarks:


6 1mm

(Sign & Date)Consultant Engg.

Thickness



Material : WOOD


SR. NO.

1

2

3



CHALLAN NO : DATE :



Size

Section of wood

Colour of wood



4

a

b

c

d

e

5

6

Remarks:

Termite proof

No Bends

No surface cracks

Should be sharp

Presence defects like

Termites

Bends

Edges

No big knots

Holes

Cracks

Knot

No holes

Moisture Content as per IS 287 : 1993

Min 5% & Max 15%





Material : PLYWOOD


SR. NO.

1

2


As specified or approved sample

ACTUAL RESULTSPARTICULARS

Timber used for manufacture of Plywood

REQUIRED RESULTS

Grade Boiling water resistant/Moisture Resistance or specified sample

QUANTITY : SUPPLIED BY :

CHALLAN NO : TRADE MARK :

3

4

5

a

b

c

d

Remarks:


+ 5 mm

+ 3mm or 0mm

Thickness - Less than 6mm + 10mm

Min 5 % , Max 15%

(Sign & Date)

Tolerances for the size

Width

Length

Thickness - More than 6mm

Moisture content

Consultant Engg.

+ 6mm or 0mm

Plywood Surface should be free form any defect

Free form defect like Blister, Discoloration, knot insect hole, joints, splits, swirl



Material : VENEER


SR. NO.

1

2


QUANTITY : SUPPLIED BY :

CHALLAN NO : TRADE MARK :

PARTICULARS

Boiling water resistant / moisture resistant / approved sample

ACTUAL RESULTSREQUIRED RESULTS

As approved sampleTimber used for manufacture

Grade

3

4

5

6

Remarks:

Manufacturer's test certificate

Visual Inspection for defect

Min 5% & Max 15 %

Available / not

Surface to be free form cracks or any other defect

Thickness

Moisture content

Uniform thickness, Tolerance of 65%


Consultant Engg.



Material : PAINTS


SR. NO.

1

2

SUPPLIED BY :

Colour / Shade As per approved sample



DATE :CHALLAN NO :

Brand / Type As per approved sample


3

4

5

Remarks:

Batch Month/Year

Base Water / Oil

Quantity In litre





Material : GLASS


SR. NO.

1

2



CHALLAN NO : DATE :

Check overall size & Thickness

Type of glass

As per specification / approval

As per specification / approval


2

3

4

5

Remarks:

Should not be present

Packing of glass Intact

Check for wavyness, Cracks, Cavities etc

Check for straightness and Right angle

Scratches

Should be free form any defect

Should be perfect



PROJECT: FORM NO.:CL/CS/014


Material : LOOSE FURNITURE (INSPECTION AT FACTORY)

Works : Interior

SR. NO.

1

2


As per approved sampleSize / section

Manufacture/Year of manufact.

Batch of marine plywood


PARTICULARS REQUIRED RESULT ACTUAL RESULTS

ITEM CODE : QUANTITY : SUPPLIED BY :

MAKE : DATE :

2

3

4

5

6

7

8

9

Remarks:

As per approved specificationAssembling work


Not more than 15%

Should be free form all defect

Coated with fire retardant paint should be termite treated

Size / section

Moisture content

Presence of holes/ cracks/knot

Fire retardant paint/Termite

Fixture and its location

Item code and make

Final Finish

As per approved specifications/drawing


As per detail drawings / Specification


Consultant Engg.



Material : LOOSE FURNITURE (INSPECTION AT SITE)

Works : Interior

SR. NO.

1

2

a

As per drawing and specification


Size As per item code/make

All fixture

Make/Brand As per approved sample


ITEM CODE : QUANTITY : SUPPLIED BY :

MAKE : DATE :

a

b

c

3

4

5

Remarks:

ii) Should be free form any damage

As per approved drawing

should be free form any defectFinish

Final finish/ Workmanship i) Should be well polish

Assembling work

Cutout for electrical and Plumbing work



Make/Brand

Location






Material : FABRICS AND UPHOLSTERY

Works : Interior

SR. NO.

1

2


PARTICULARS REQUIRED RESULTS

Verify the size of fabrics. As per specification

ACTUAL RESULTS

Match the design and colour as per swatch card

As per approved by Designer / Interior decorator

SUPPLIED BY :

TRADE MARK :

QUANTITY :

CHALLAN NO :

3

a

b

4

5

6

7

8

9

Upholstery purpose Matka silk -110 gms

Minimum weightage of silk

Tussar silk-110 gms

YES/NO

YES/NO

YES/NO

Dupion silk-95 gms

Min 70 %

Upholstery fabrics and Drapery fabric in Banquets/night clubs Fire re-tardent

Durability for upholstery fabric Min 30,000 double rubs

Taffeta silk-95 gms

Lamp shade - for pleated shade Dupion/taffeta silk -40gms

Min polyester content for sheer curtain

For Plane Shade 60-70 gms

Weather fabrics should be 100% solution dye chemically treatedAcrylic fabric-100% fade resistant And water resistant

Minimum fabric weight 271 gms per sq meter9

10

12 Free form defect like Embossing Damage, Finishing Dirt, Rope mark Stains,Slub,Side to side shading, Tears along Selvage

Should be free form any defect

Composition of fabrics As per approved sample

Minimum fabric weight 271 gms per sq meter



Material : FABRICS AND UPHOLSTERY

Works : Interior

SR. NO.



Match the design and colour as per As per approved by Designer /

SUPPLIED BY :

TRADE MARK :

QUANTITY :

CHALLAN NO :

13

a Composition Contect-30% cotton and 70 % Polyster

BLACK -OUT FABRIC

b

c

14

a

b

c

d

e

Remarks:

Polyster

Should be fire - retardant YES/NO

Free form defect Should not crack,peel and bubble and is ordourless

LEATHER

Composition 40-60 % natural luster/sheen

Thickness Min 9/1 mm

Colour Consistent colour with no colour variation

Crack resistant YES/NO

Surface Soft and supple with natural grains Smooth surface with no pitting

Remarks:





Material : PAVER BLOCK

Works : Civil

SR. NO.

1

2


Type of blocks As per Approved sample

PARTICULARS

Dimension/thickness of blocks

TRADE MARK :

As per Approved sample

ACTUAL RESULTS

CHALLAN NO :

QUANTITY :

SUPPLIED BY :

DATE :

REQUIRED RESULT

3

4

5

6

7

Remarks:

Compressive strength Not less than 85% of Specified strength

Water Absorption Should not be more than 6% by Mass

As per Approved specification

As per Approved sample

Rounded/Chamfered/Splayed/ Bevelled

Grade

Colour/Shade

Arries


Consultant Engg.


ANNEXURE

02 ACTIVITY QUALITY ASSURANCE

CHECK LIST



Title : ANTI TERMITE TREATMENT

Activity Checks

SR. NO.

OBSERVATIONS DATE

1

2


Works : Civil

PARAMETERS

Check the cleaning of the sub base form all the debris

Check the proportion of the chemical

3

4

5

6

Remarks:

After application check the sealing of holes with white cement

For all exposed wall & flooring surface spray the anti temiticide.

Check the holes are drill at junction of wall & floor at one square feet intervalsCheck the pouring of Chemical


Contractor;s Engg.(Sign & Date)





Title : STRUCTURAL STEEL WORK

Activity Checks

SR. NO.

OBSERVATIONS DATE

1

2 Material Approval ( to be confirmed by Q.C )

Works : Civil

PARAMETERS

Preparation of Shop Drawings & its Approval


2

3

4

5

6

7

8

9

10

11

12

Remarks:

Check cutting length, Profile of the Structural Members as per drg.

Check thickness of Weld & Type of Weld

Grinding of Welded Joints

Material Approval ( to be confirmed by Q.C )

Check the alignment, dimensions & level with theodolite/piano wire and correctness of bolt centers and Base Plates

Check positioning, Alignment, levelling & placing of Structural members as per the shop drawings

Check Splicing details as per Shop drawing

Application of Zinc rich Primer followed by approved shade & brand of paint

Painting thickness

Checking of Weld ( 10% DPR as per Tender )

Cleaning the Steel surface with wire brush & mild acid solution followed by washing with water & drying the surface completely

Remarks:





Title : BLOCK WORK/MASONRY

Activity Checks

SR. NO.

OBSERVATIONS DATE

1

Works : Civil

PARAMETERS

Surface cleaning, removal of nails, binding wire from RCC members


2

3

4

5

6

7

8

a

b

c

d

e Concreting and curing

Check reinforcement as per approved drawing

Layout prepared considering all the joints and openings

Check quality of bricks/blocks - tested and approved

Check mortar proportion - availability of suitable pharmas

Check Plumb, line & level

Check formwork - Line, level, alignment & dimensions

Blocks wet before placing

Check after 1st layer - Dimensions, Right angles

Concrete Lintel after 1m height of single brick wall:

Check mix proportion

Check for staging (prefer double scaffolding )

e

9

a

b

c

d

Concreting and curing

Level of RCC stiffener

Consistency of mortar and its setting time

Raking of joints

For successive layer:

Plumb & Level



Title : BLOCK WORK/MASONRY

Activity Checks

SR. NO.

OBSERVATIONS DATE

Works : Civil

PARAMETERS

Surface cleaning, removal of nails, binding wire from RCC


10 All joints properly filled & pointed/flush as per specification or site requirement

11

12

13

Remarks:

Curing for 7days

Toothing at joint with partitions checked

site requirementNo. of courses restricted as per specifications





Title : PLASTERING

Activity Checks

SR. NO.

OBSERVATIONS DATE

1

Works : Civil

PARAMETERS


Check all the materials approved by client

2

3

4

a

b

c

d

e

f

5

6

7

8

9

Gauge of Chicken mess

Trays/ boxes available for mixing of mortar

Wetting of base surface

Check no. of coats & thickness required

Preliminary MEP works complete. (If Applicable)

SURFACE PREPARATION:

Hacking of RCC surfaces

Check all the grooves are lined and perfect.

Provision of chicken mesh at RCC & Masonry junction & its fixing

Check type of plaster

Check consistency of mortar and the consumption of mortar Before the setting time of cement

Check thickness of level pads

Check proportion of water proofing compound to be added

Check whether proper scaffolding is provided preferably Double scaffolding to be adopted

9

10

11

Remarks:

Consultant Engg.(Sign & Date)(Sign & Date)

Contractor;s Engg.

Check dimensions, right angles, plumb, door/window opening

Check curing for 7days

Check proportion of water proofing compound to be added



Title : POP PUNNING / PLASTER

Activity Checks

SR. NO.

OBSERVATIONS DATE

1

2


Works : Civil

PARAMETERS

Check the material is approved

Check scaffolding is erected safely

2

3

4

5

6

7

8

9

10

Remarks:

Guide stripes for walls of required thickness

Tie bolt holes in col/beam to be plugged and all honey combs to be repair

Check final finish

Mortar mix and its setting time

Check line and plumb

Cleaning and ghadai ( if necessary) of the surface

Filling of masonry joints and racking of joints

Check scaffolding is erected safely

Fix chicken mesh, with proper lapping at junction of RCC and block work as well as concealed Electric work


Contractor;s Engg.



Title : WATER PROOFING WORK

Activity Checks

SR. NO.

OBSERVATIONS DATE

1

2


PARAMETERS

Works : Civil

Cleaning of Surface

Treatments of construction joints, cracks, honey combs etc.

2

3

4

5

6

7

8

Remarks:

Treatments of construction joints, cracks, honey combs etc.

Approval of Chemical waterproofing compound

Check the thickness : 15mm thick

Check Mortar Proportion : 1:3

Check Admixture Proportion - 1Kg / Bag of Cement

Application of chemical coating

Water ponding for 7 days and observe for any wetting/Leakage


Contractor;s Engg.



Title : TILING WORK ( MOSAIC / CERAMIC )

Activity Checks

SR. NO.

OBSERVATIONS DATE

1

2


Layout of Tiling, showing the position of cut tiles, pattern, spacing prepared & approved


PARAMETERS

Check for thorough clean sub surface before laying of tiles

3

4

5

6

7

8

9

10

11

12

13

14

Check for straight and uniform width joint of 1-1.5mm width

Check that white/coloured cement of same shade of that of tile has been put in the tile joints

Check for sufficient hard bedding to offer rigid base for laying of tiles

Final Cleaning complete. Remove protection 2 to 3 day before the actual use

Cover the floor area with II quality plaster of paris (Protection)

Check the pattern of the tiling as per approved drawing

Check for hollowness by tapping with wooden mallet

Check for top level of tile

Polishing (if required) & cleaning of top surface.

Position of Electrical points / plumbing etc allowed by proper cutting of tiles.

Check for slope - as required

Check for neat cement slurry of good consistency spread over the mortar bed

Remarks:


Contractor;s Engg.



Title : SKIRTING

Activity Checks

SR. NO.

OBSERVATIONS DATE

1

2

3


PARAMETERS


Check from drawing for Details/material for skirting.

Check for Uniform colour, quality and size.

Check the skirting gap from floor.

3

4

5

6

7

8

9

10

11

12

13

14

15

Remarks:

Backing surface of skirting work should be rough.

Mark the level, line on all the wall.

Check for straight and uniform width joint of 1-1.5mm width

Masking tape stuck.

Skirting fix to line and level.

Check for proper edge chamfered/rounded.

In case of Dado, check for continuation of joints of flooring with dado and plumb& level of dado. Check type of joint between tiles

Check that white/coloured cement of same shade of that of tile has been put in the tile joints

2nd coat of polish (including top)

1st coat of polish (including top)

Remove masking tape and clean.

Sprinkling must be done atleast 7 days.

Check the skirting gap from floor.

Remarks:


Contractor;s Engg.



Title : MARBLE / GRANITE FLOORING

Activity Checks

SR. NO.

OBSERVATIONS DATE

1

2

PARAMETERS

Size & shape of material (As per approved sample)

Colour of material (As approved by client/sample)



2

3

4

5

6

7

8

9

Remarks:

Layout of flooring, showing the position of cut tiles, pattern, spacing prepared & approvedLevels / Datum established

Ensure that mortar is compacted

Colour of material (As approved by client/sample)

Check for Back side packing (Pre treatment)

Protection of Tiles against damage ensured.

The sequence of polishing ( 0 to 6 no. stone) should be strictly observed

Mix proportion of mortar using trays/Boxes


Contractor;s Engg.



Title : WOODEN FLOORING

Activity Checks

SR. NO.

OBSERVATIONS DATE

1

a Material approval


PARAMETERS

I.P.S FLOORING:


b

c

d

e

f

2

a

b

3

a

b

Check cleaning & hacking of the sub - surface

Check the size & thickness of the flooring ( check level pads )

Check the proportion of the Concrete mix

Check Curing

Check the laying of sheet

PLYWOOD:

Check the finishing of the top layer

PLASTIC SHEET:

Material approval - size and thickness of sheet

Material approval - size, thickness and quality

Jointing of plywood after layingb

4

a

WOODEN FLOORING:

Check the dimensions of the Planks

Jointing of plywood after laying



Title : WOODEN FLOORING

Activity Checks

SR. NO.

OBSERVATIONS DATE


PARAMETERS

I.P.S FLOORING:


b

c Check the pattern of flooring as per drg.

Check the size & colour of wood as per approved sample

c

d

e

f

g

Remarks:

Check the pattern of flooring as per drg.

Check cleaning of surface after laying

Check line and level of flooring

Check the laying is proper or not.

Provide the protection by covering the floor area with sheet


Contractor;s Engg.



Title : PAINTING WORK

Activity Checks

SR. NO.

OBSERVATIONS DATE

1

2


Check that the Plastered wall is cured for at least 7 days & is dried


PARAMETERS

Materials, paint system and Method statement, if any

2

3

4

5

6

7

8

9

10

11

Application of Primer Coat

Check that the thickness of Putty is not in excess

Parts not to be painted, if any, are removed / protected prior to commence of paint works

Check that the Plastered wall is cured for at least 7 days & is dried before paintingCheck the surface preparation - all undulations, holes, cracks are filled and are made true & even

Check that the only recommended thinner is used as per Manufacturer's specification

Check that the previous coat of Primer/paint is dried before applying the second coatEnsure that the roller is uniformly applied and the desired finish is achievedFinishing coat to be applied after completion & testing of all MEP works.Check the number of coats

Remarks:


Contractor;s Engg.



Title : FALSE CEILING

Activity Checks

SR. NO.

OBSERVATIONS DATE

1

2

3


PARAMETERS


All the services are installed prior to commencing of grid works

All the materials & samples are approved

Level, datum and principal setting out points established.

3

4

5

6

7

8

Remarks:

All the MEP works tested prior to commencing ceiling tiling work

Check the position of the trap door, position of the the cut outs for A.C. grills openings for smoke & heat detector, spot light, lighting arrangement etc. as per drawing

Level, datum and principal setting out points established.

Line & level of installed grid checked

MTC available / Not available

Upon completion remove dust, dirt, stain from the ceiling surface





Title : FALSE CEILING CLOSURE

Activity Checks

SR. NO.

OBSERVATIONS DATE

I)

1

PARAMETERS


Works : Civil / MEP

CIVIL:

Closure of all extra openings provided in Slabs/Walls is completed.

2

3

4

5

6

II)

1

2

3

4

5

6

7

8

Drawings are updated to AS Built Status

Identification of Services completed ( I.e. direction arrows etc. )

Final adjustment of heights for services completed.

All the nuts on rods have been tightened.

Cut edges of rods have been painted

Treatment of concrete faces ( if any ) completed.

MEP:

MEP services above false ceiling have been completed in all respects.Pressure tests for all piping services completed.

All services have been cleaned & painted.

All open ends of unused pipes/conduits are closed.

completed.Inspection for Civil/Structural works cleared by the consultant.

For Fire rated walls/slabs proof mastic/foam application completed around duct/pipe penetrations and between pipe & sleeveFoam application completed around duct/pipe penetrations and between pipe & sleeve for non fire rated walls.

8

Remarks:



Identification of Services completed ( I.e. direction arrows etc. )



Title : WOOD WORK & JOINERY WORK - FIXED FURNITURE (Doors & Windows)

Activity Checks

SR. NO.

OBSERVATIONS DATE

1

a

FRAME :

Check workmanship for finish of frame i.e sawing, fitting, splicing

Works : Interior works


PARAMETERS

a

b

c

d

d

e

f

g

h

I

2

a

Check verticality & diagonals of frame

Check horizontal line of frame with the wall

Check joinery & right angle of frame

Check workmanship for finish of frame i.e sawing, fitting, splicing

Check the dimensions as per drawing

Check every member for sectional dimensions in the fabrication area

Check proper embedding of concrete around holdfast.

SHUTTERS:

Check that the bracings are removed only after the concrete is set

Check the joint between frame & masonry is properly finished

Check holdfasts, solignum paint and bracings - provision of bracings at top, bottom & center

Check dimensions as per specification/drawings

b

c

d

f

Check the lipping Patti all around to ensure that blockboard strips are not exposed.

Type of Shutters as per drawing

Check the Size & no of hinges fixed.

Check the quality & make of hinges fixed.



Title : WOOD WORK & JOINERY WORK - FIXED FURNITURE (Doors & Windows)

Activity Checks

SR. NO.

OBSERVATIONS DATE

FRAME :



PARAMETERS

g

h

Check proper fixing of Shutter to the frame

Check uniform clearances for thresholds, carpeting etch

I

j

k

l

m

Remarks:

Check functioning of Shutter all accessories like tower bolt, locks

Check the quality of screws against the corrosion. Screw-heads should be properly set in counter sunk portions

Check proper sanding / smooth finishing of timber members especially in rebate portion.

Check uniform clearances for thresholds, carpeting etc

Polishing/painting

Check location of fittings , accessories as per drawing





Title : WOOD WORK & JOINERY WORK - FIXED FURNITURE (Wardrobe)

Activity Checks

SR. NO.

OBSERVATIONS DATE

1

2

Check dimensions of frame as per specification/drawings

Check joinery & right angle of frame


PARAMETERS


3

4

5

6

7

8

9

10

11

12

Remarks:

Check verticality & diagonals of frame

Check every member for sectional dimensions

Check the quality & make of hinges fixed.

Check the Size & no of hinges fixed.

Check proper fixing of Shutter to the frame

Check the location and size of drawers and shelves

Check the finishing/polishing as approved

Check location of fittings , accessories as per drawing

Check functioning of Shutters

Check functioning of Shutter accessories like locks, bolts

Remarks:


Contractor;s Engg.



Title : RCC PRECAST RAILING WORK

Activity Checks

SR. NO.

OBSERVATIONS DATE

1


Works : Civil

PARAMETERS

Check the dimensions

2

3

4

Remarks:

Check the Level, alignment & Profile of the Railing work as per approved drawing

Check the no of coats for Painting of Railing

Check the pattern of the Railing work as per the drawing


Contractor;s Engg.



Title : STITCHING OF FABRIC (UPHOLSTERY)

Activity Checks

SR. NO.

OBSERVATIONS DATE

1 Proper / Improper

2 Furniture to be upholstered using perelli (elastic) webbing, use staples instead of nails


PARAMETERS

Check fabric chart, area wise, showing fabric swatches etc.


2

3

4

5

6

7

8

9

10

11

12

13

Remarks:

Furniture to be upholstered using perelli (elastic) webbing, use staples instead of nails

Hem to be doubled hand stitched

Heavy drapery and clack out curtains to be stitched independently.

Weight of Lead weights - 25 to 100gms per mtr.

Upholstery threads to be removed/cut on completion

Cushion covers to be with concealed non-rusting zip closure on either back/side of cushion

Seams / Joints should be double stitched

For Non synthetic fabrics Mercerized cotton threads to be used.

For synthetic fibers, Nylon threads to be used.

Check direction of pattern & pattern repeated in consistent manner.

Lead weights, in a white muslin sleeve to be inserted in hem of sheer/light weight curtains.

All drapes should overlap by 6" at the center.

Remarks:


Contractor;s Engg.



Title : SOFT SCAPING

Activity Checks

SR. NO.

OBSERVATIONS DATE

1

2

Works : Civil

PARAMETERS

Check excavation & disposal of soil as per approval

Filling of black cotton soil in 20cms depth with proper ramming & watering


2

3

4

5

6

7

8

9

10

11

Remarks:

Mixing the mixed earth with fertilizer as per specification

Check Grassing the different types of grass by different methods as approved

Treatment of lawn area with insecticides/pesticides & anti termite treatment as per specifications

Check proper watering & maintenance of grass

Check types of Trees & specified height of the same.

Check plantation of indoor healthy, decorative, flowering plants

Check the maintenance of plants/trees

Filling of black cotton soil in 20cms depth with proper ramming & wateringCheck proportion of earth, sand & cowdung as desired

Spreading of mix with proper line & level for plantation

Remarks:





Title : INTERLOCKING PAVER BLOCKS

Activity Checks

SR. NO.

OBSERVATIONS DATE

1

2

PARAMETERS

Works : Civil

Check the pavers are of approved size, uniform colour and approved make

Check for thorough cleaned sub surface before laying of tiles


2

3

4

5

6

Remarks:

Check for thorough cleaned sub surface before laying of tiles

Check for the thickness (as per site required) & slope of cement sand bedding

Check the edge pavers cut properly to meet profile and interlocking is achieved

Check the pavers compacted properly after laying with bed vibratory compacting machine

Cleaning of top surface


Contractor;s Engg.