~

'\II.

LARSEN &. TOUBRO LIMITED

BUILDINGS & FACTORIES INDEPENDENT COMPANY

GODREJ GARDEN CITY PROJECT P -I & 1I,IUC & D

QUALITY MANAGEMENT SYSTEM

Project Quality Plan iSSUE No.1
QSF/B.5.3/F 01
Page 010f 01

PROJECT QUALITY PLAN

PART- 02

GODREJ GARDEN CITY PROJECT P- 1&11, IIIC&D

LARSEN & TOUBRO LIMITED

BUILDINGS & FACTORIES

INDEPENDENT COMPANY

PQP-Part-02

Prepared by
QA/QC (Sit~)

Reviewed by PM (Site)

Reviewed and Approved

by PMCSTUP

Name:

S.MARIAPPAN

K.C.SEKHAR REDDY.

UPENDRA UPADHYAY.

Date:

20.03.13

Approved by Client
GPL
VIVEKKHARE

23.03.13

Signature:

25.03.13

LARSEN & TOUBRO LIMITED - BUILDINGS & FACTORIES IC - ALL RIGHTS RESERVED

LARSEN &TOUBRO LIMITED

BUILDINGS & FACTORIES

QUALITY MANAGEMENT SYSTEM

INDEPENDENT COMPANY

GODREJ GARDEN CITY PROJECTP-I & II,

Doc no: L&T/ITP/GGC/P-! & II- 01

Project Quality Plan

mc & D

Date:

INSPECTION TEST PLAN

Component / Process

Nature of Check/Test

Method of Check

Quantum of Check Reference Document Acceptance criteria

1 Antitermlltreatment

AntiTermite Chemicat

Chemical Composition

Review 01 Check

Physical Test

Review 01 MTC

Fineness
Consistency of cement.
Internal and Final Setling time.
Compressive Strength.

Lab Test

Soundness

Third Party

Covred Store is Provided

Material stored on raised platform,
Not more Ihan 10 Bags Stacked on one Heap.
Stacking are consignment wise,lype end Grade
wise.

Inspection

Sieve Analysis
Waler Absorption
Specific Gravily
DLBD

Lab Tesl

Weekly once
{Suppliers frequency

IS 2386 (PliO 3)

FlakinesSlndex& Elongation Index

Lab Tesl

Weekly once

IS 2386 (PI to 3)

Cement

Review 01 Check

-----

IS 6313-2001 part II

Once/Batch

IS 12269

Onceibatch

IS 4031( PI ,4,5 &6)

Once a month
When Required

Silt Content by volume

(Only for river sand)
---~

Lab test
Lab Test

Daily

k'

MTC
I-

------

---- 1--

Bf-

IS 2386 (Plio 3 )

----

l!;;'

"'.fl"

.t

.t

..,.t

.t

..,

}JiiI'I~il""':i
I,

1""

MTCFile
MTCFile
----

..,

..,

..,

GGC/QC. 002 to
005

007
Register

IS 3025& 456

l<,

----

Site Inspection
Report

Register
IS 3025 & 456

fl

..,

---

Test report

GGCiOC -006 to

._

..,

GGC/QC-OOI

Daily

Moisture-Content

~;",,",;,,;;

IS 4031 (Pl,4,5&6)

IS 4031 ( PI ,4,5 &

IS 4031 ( PI ,4,5 & 6)
IS4082 - -

02
,'Agll~~Y:',"., ,'.,;,;: ;:'1",:1,;,;'

MTC

IS 12269

-----

f----

Format of
Record

IS 6313-2001 part II

Once a wesk

---

31~~'''' _

Once/Batch

19.03.13

Rev no:
,

SI.
No.

J:SSt1B No. 1

Water

Ensure that water from all Sources suitable lor

construction purposes

Third Party lab test

Hall yearly

Mix Design

Mix design by IS code method

Sources and grade of concrete,
Cement content,
Water ICement ratio,
Aggregate cement ratio,
Design slump,
Design Strength,
Admixture (Brand & Dosage)

Lab Test ITrials

Once per grade of

IS 456 & 10262 end
concrete / Change in Technical speciiicetion.
any sou rce of matenal.

Admixture

pH Value
Sp.Gravily
Ash conlent
Chlorides ion content

MTC I Third Party lab test

Once per Source

IS9103

IS9103

Test report

Fly Ash

Chemical Composition
Physical Fineness

Third Party lab test

Once in three month,

183812

183812

Test report

I--

..,

..,

..,
..,
-
..,

..,

..,
..,
..,

Test report

..,

IS 456 & 10262 and

Results I Reports
TeChnical specification.

..,

..,
--

--

..,

..,

..,

..,

-------

--

~
No. Component I Process

Nature of Check I Test

Method of Check

Quantum of Check Reference Document Acceptance criteria

IEnsure steel (or works from approved sources only. Conductlhe fOllowing test whenver required and ensure that the material are es per standard. Stacking 01 reinfon:ementto be carried out in a elevated position and separation by dimeter wise, supplier

6 Reinforcement

wise, lot wise, etc. es per IS 4082

'Review of MTC flndthird ....., ' - - - - -

Chemical analysis

1-_ _ _ _ _+1_................

7 IConcrete

f..

...........

.....

Tensile Strength,Prool StressTElongation, Bend

party
r:R:-ev-'le-w-o"",7:M=Tc=-an-Cd--th--ird--i

and Re-bend

party

Roiling Margin

Third Party ISite lab

"Pour card Clearance,

Trip Sheet.

Inspection

Isampline for workability check

Field test

at the time of cube

casting I as per site
requirement

Ipl!lo)ing and compaction

Iinspection

iMajorpour

AS per IS 1786
Every lot

100%

v
AS per IS 1786

AS per IS 1786

IS 1786

IS 1786

Third party report'

Lab Report

Tech.
Specification

Tech.
Specification

IAOOI

IC032

1199
-----~-~~~~~-~

IS 456 & 516

,Monthly

----b.-~~~~----------~"'~...,----------~'-----

IS 456 & 10262

IS 456

IS 456 & 10262

IS 456

IS 456 & 10262

IS 456

Register

~--.

---+--1

L;-;-;-:-.,--------f--......- . .
8

As per the site

Requirement

IS 5454

9 IPlastering

Compressive strength

Lab Test

Once per source,

10 IWooden doors I Door

shutter

Moisture Content,
Water Absorption,
Defects,
Density.
Thickness

Inspection

Once per source I

Supplier's frequency.

iWater absorption.
Dimensions.
Glossy index

Third party

Water absorption,
Dimensions.
Glossy index

13 ISelting out! Survey work

14 IEarth work & back filling

11 ICeramic I Glazed Tiles

12 Kota Stone IGranite /

Marble

IS 3495 pl to 3

GGClQC-Ol0

As per Specification

As per IS

Register

tS 10031994

Report

Report

v
IOnce per source I
Supplier's frequency.

As per IS 13006 & IS

As per IS 13006 & IS

13755 or Equal ent

13755 or Equal ent

Third party

IOnce per source I

Supplier'S frequency.

As per IS

As per IS

ICo-ordinates &permanent piller 01 Reduced level.

IMeaasurement

iPhYSI~al Test,
IAtterg s limit.
ILiquid limited & plastic limit,
lMDD/OMC

IThird party / Lab test! Field

Itest
I

Once Per Source

Drawing

IS 2720

I
I

Drawing
IS 2720

Iv .

Test report
I
Test report

B.QUAUTY ASSURANCE PLAN

lO0%l

GGC/QA-Q02

Ivlv

IV

Test Report I GGC i

IQC-Oll &
GGClQC- 012

Iv

-,--

vi
I

v
v
v

Iv

I,

SI.
No.

Component I Procells

Nature of Check I Test

15 An!itermit treatment
16 Emavation Work
I

Dilualio~

Method of Check
!InsOElt'l;on

& Application

:e~t==:i,n) ,& Dimensions (Before Start or

:!nspetlinn

IU~ing excavated earth layer depth of 300mm

Field test

100%

IS 63132001 1'11

Drawing

Every laye,

compaction test
18

IS 6313-2001 P-II

All foundations

17 IBack filling

Format of
Record

Quantum of Check Reference Document Acceptance criteria

I

Drawing

Check list
Checklist

I
IS 2720-1995 (Part 29) liS 2720-1995 (Part 29;'
!

GGClOCOI3

Drawing I BBS liS 2502 Drawing I BBS liS 2502

IAOOI

"

File Ref

.!WI.!:

I It

Iv'

R i ! I C IW

R
.~

v';

~'

v'

:.

v'

v'

Ensure only epparoved source

Steel Reinforcement

Ensure tieing of reinforcement by 1816 Gauge,

Visual Inspection

Approved BBS I Spacer bars

Inspection

Check for placement of reinforcement bar

,Inspection

100%

Ensure form work as per approved drawing

100%

'Randam
------

100%
----------

19 Form Work

Inspection

Drawing / IS 4562008

Check for staging If any

Drawing liS 4562008

IAOOI

As per drawing I
specification

IA DOt &IC 032

Check for form work fixing (Measurement)

20

Pour card Clearance at site

Concreteing

Inspection

1100%

As per drawing /
specification

Trip Sheet

ISampling for workability check

21

Measu rement

Mortar Mix Ratio

Inspection

Random

Specification

Check for workman ship

Mortar mix ratio,
Thickness of mortar,
Vertical jont,
Plumn,

Inspection

Random

Specification / Drawing

i!nspection

100%

ISample

Random

Iinspe~n

100%

Material (Chemical application)

Inspection

Random

Methodology

Methodology

Check list

Application &Testing

Water Pound test

100%

Methodology

Methodology

Check list

Door Frame Size,

Level, plump &
Opening Direction
Physical Check

Inspection

100%

AS per Drawing I
Methodology,

3 mm in plump &
level

Check list

25 UPVC Windows

Une, Level & Plump

Inspection

'00%

AS per Drawing /
Methodology.

Check list

26 Stone Work

Ensure epproved granite Stone &Finishing

Inspection

AS per Drawing I
Methodology.

Check list

27 Internal Panting

iCheck for workmanship &. Finishing.

Inspection

:Random
j
1100%

.J,~r Drawing /
Methodology.

Check list

28 External painting

Check for workmanship & Finishing.

Inspection

AS per Drawing I
Methodology.

Checklist

Masonry

8mm

!~~ut

~i'~L ,.,.1 !'ilon !'ihade variation &~ishing

Water Proofing

24 Door Frame

v'

v'

v'
v'
v'

v'
v'
v'

v'

v'

v'

v'

Check list

Une,Level,Slop &finishing

Inspection

v'
v'

v'

v'

v'

Check list

v'

v'

i
Drawing

Check lisl

v'
v'

7 --I'

'tOO%
100%

As per Methodology

Drawing

L
29 Handrails for staircase &
balcony

v'
v'

I
22 Flooring,Dadoing &tilir,g

v'
v'

v'
100% Dawing"

Check for brick layout

23

Agency
!<

AS per Drawing I \
t;thodology.
"

Asper IS

v'

v'+
v'
v' I
'

-t-_l

v'

v'

Check list

,/

v'

v'

v'

v'

v'

v'

v'

v'

v'

v'

v'

'I' v'

Iv'

Note: All Methodology and checks list are P!apared at the time of starting the activity. if nesessary and require7~al tests apart from th~tione~iII ~s per IS, ITP can be amended. \ \ )
LEGEND: I-Inspection; C - C~W- V{ltness;ff~ Review; E- Execute
Approved ~~ GPL
Revi~: KCSR
Prepareq'By: s.~~~~ {l,
A~v~WP

.~

'"

LARSEN&TOUBROCONSTRUCTIONB&F
GODREJGARDENCITYPROJECTAHMEADABAD
PROJECTQUALITYPLANPARTII
Sl.no

DetailsofMehodology

Pageno

ForSurveywork

EarthworkExcavation

Plaincementconcrete

11

RCCForFooting,Staterofverticalmembar,RCCShearwall,ColumnandSlab

13

ForFormWork

19
nd

rd

Formworkfor"SHEARWALL"2 and3 lift

21

BackfillingandCompaction

23

PlinthBeamdowelbars

25

FormWorkonAluminium

27

10 Antitermitetreatment

30

11 BrickMasonrywork

32

12 ConcreteBlockmasonrywork

34

13 Plasteringwork

36

14 FixingofdoorFrame

38

15 IPSFlooringwork

40

16 Staircasesteps&Landingflooring(KotaStone)

42

17 Paintingwork

44

18 ExternalPuttyfinishingwork

46

19

48

Internalputty&wallfinishingwork

20 Openterracewaterproofingwork

50

21 Waterproofingfortoiletsunkenarea(Bostick)

52

22 Waterproofingfortoiletsunkenarea(CERACHEM)

57

23 JointtreatmentbetweenRCC&Brickwork

62

24 Waterproofingfortoiletsunkenarea(MYK)

65

25 FixingofHandrials

70

26 Flooring&WallTilingwork

74

27 Countertabletopfixingwork

80

28 Waterproofingfortoiletsunkenarea(NINA)

84

29 Waterproofingfortoiletsunkenarea(PIDILITEsystem)

89

30 Waterproofingfortoiletsunkenarea(BASF)

94

31 FixingofUPVCwindows&Slidingdoors

99

32 WaterproofingforOHT&UGTank

103

33 Waterproofingfortoiletsunkenarea(CICONo:01)

108

34 CanopyWork

113

35

115

Falseceilingwork

LARSEN &TOUBROLTD.-ECCD

GODREJ GARDEN CITY PROJECT.

Quality Management

Method Statement

Methodology FOR SURVEY

CONTENT

1.
2.
3.
4.
S.
6.
7.

Introduction and scope of works,

Material delivery and storage,
Resources,
Quality control,
Safety,
Environmental,
Appendix.

1.0 Introduction and scope of works:

\
This document describes the work procedure for setting out o/building and structure

member base line marking in GODREJ GORDEN CllY Project work. This is prepared to
adopt for all the works in general conditions and if any uncommon circumstances arise
then suitable action will be communicated vide shop drawing.

2.0 Material delivery and storage,

The following materials will be deployed for the activity,
1) Calibrated Total Station,

2) Auto - level, and necessary measuring tools

Quality Assurance

Prepared by: S.MARIAPPAN .

Approved By KCS REDDY

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT.

Quality Management

Method Statement

2.0 Resources! Manpower & Tools.

The following tools and tackles will be required for this activity,

1)
2)
3)
4)

Calibrated Total Station,

Auto -level,

and necessary measuring tools,

Skilled workmen,

4.0 Methodology for Survey

Take over base coordinates furnished by LTSCPL

Refer base coordinates and establish bench marks at location 20 m away from
grid lines as per survey layout plan.
Construct masonry pillars for p::rmanent benich marks. Plaster ahd finish ','le top
surface neatly.
Re-check with base coordinates and put paint marks on top.
Run a traverse on all sides and establish set out stations on grid lines.( Refer
survey layout plans)
Construct masonry pillars of size 300 x 300 mm and plaster the top surface &
finish smoothly.
Mark grid lines with reference to permanent bench marks, close traverse

establish joint record with PMC

For shear wall & column do the marking as per grid line shown in drawing X & y
axis.( As a main reference grid line)
Do the shear wall & column Starter based on the main reference gird line by
using of measurement tape.
Conduct routine survey as per plan and maintain record of work.
Quality Assurance

Prepared by: S.MARfAPPAN

Approved By KCS REDDY

LARSEN &TOUBROLTD.-ECCD

GODREJ GARDEN CITY PROJECT.

Quality Management

Method Statement

5.0 Quality Control & Documentation:

Quality checks for this activity will comprise:
Check the center line as per the drawing,
Check list.
6.0 Safety:
All people will have to follow the safety procedures as per the project
safety plan.
Ensuring good house keeping and lighting.

7.0 Environmental requirement:

Nose masks (if required) and Hand gloves (Rubber) shell be used by workmen on job.

Quality Assurance

Prepared by: S.MARJAPPAN

Approved By KCS REDDY

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Worlc Methodology

Methodology for Earth Work Excavation

CONTENT
1. Introduction and scope of works,
2. Resources,
3. Methodology of Earth Work,
4. Quality control,
5. Safety,
6. Environmental,
1.0Introduction and scope of works:
This document describes the work procedure for Earth work excavation in Godrej
Garden City Project work. This is prepared to adopt for all the works in general
conditions and if any uncommon circumstances arise then suitable action will be
communicated vide shop drawing.
~

2.0 Resources I Manpower & Tools.

The following
1)
2)
3)

tools and tackles will be required for this activity,

Excavators,

Tippers I Dumpers,

workmen,

3.0 Methodology for Earth Work ExCavation,

Surface shall be cleared off from bushes and all vegetations to enable marking and
setting out of the raft dimensions.
Setout raft dimensions taking reference from Bench Marks constructed vide
procedure of Survey Methodology considering a minimum workspace of 1000 mm
from the PCC plan area.
Now mark the plan area of excavation at the existing ground level which includes
the workspace of around 1000mm,
Ensure the functioning of all the dewatering system before excavation.
Deploy the excavators and excavate the area starting from one end and never reach
the depth more than that of reduced water table. (Excavation during surplus seepage
will lead to earth collapse or caving)
Revision no : 00

Prepared by: S.MARIAPPAN

Date: 24.07.2010

Quality Assurance

Approved By KGS REDDY

LARSEN & TOUBRO LID.-ECCD

GODREJ GARDEN CITY PROJECT - AHMEDABAD

Quality Management

Work Methodologv

Complete the first stage excavation up to the required depth,

Excavated earth shaH be removed thro dumpers over an access ramp located in the
planned direction.
Excavate mechanically appx 150mm above required depth, and balance 150mm
manually to avoid over excavation and filling.
Avoid the filling for below raft area,
Complete excavation, trim to required level, Check level and dimensions at founding
levels.
Seepage water shall be collected thro a surface drain provided all around the pit and
connected to a open sump. Open dewatering shall be done to pump the water
outside.
Provide necessary barrication along the excavated area with reflective tape and
suitable scaffolding.

4.0 Quality Control & Documentation:

Survey Report and Setting out of Building,

5.0 Safety:
All person will have to follow the safety procedures as per the project
safety plan.
Ensuring good housekeeping and lighting.
Do the marking of all machinery moment as required,

6.0 Environmental requirement:

Nose masks (if required) and Hand gloves (Rubber) shell be used by workmen on job.

Revision no : 00

Prepared by: S.MARIAPPAN

Date: 24.07.2010

Quality Assurance

Approved By KCS REDDY

10

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Wolf( Methodology

Methodology Plain Cement Concrete

CONTENT
1. Introduction and scope of works,
2. Material delivery and storage,
3. Resources,
4. Methodology of concrete,
S. Quality control,
6. Safety,
7. Environmental,
1.0Introduction and scope of works:
This document describes the work procedure for Plain Cement concrete in Godrej
Garden City Project work. This is prepared to adopt for all the works in general
conditions and if any uncommon circumstances arise then suitable action will be
communicated vide shop drawing.

i
l
2.0 Material delivery and storage,
The following materials will be deployed for the activity,

1) PCC Concrete with 1:2:4,

2) Side Shutter material for PCC ,

2.0Resources I Manpower & Tools.

The following tools and tackles will be required for this activity,

1) Finishing Trowel,

2) Leveling Plate,

3) Auto Level and Level staff,

4) Measuring tape and thread line.

5) Skilled workmen,

4.0 Methodology of Plain Cement Concrete.

Preparing the base to receive the leveling course of Plain cement concrete by
removing all loose and unwanted particles. Dressing the area to the required level if
it is excavated pit
Marking the area that needs to receive the PCC with centerline/Grid linelBase line
references

Revision no : 00

Prepared by: S.MARIAPPAN

Date: 24.07.2010

Quality Assurance

Approved By KCS REDDY

11

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT - AHMEDABAD

Quality Management

Work Methodologv

Providing the side shutters using plain runner / ply wood of 75mm height or as per
the requirement ensuring the top of shutters is same at all the area with proper
supporting arrangement.
Placing the level pad using with cement mortar in frequent interval with required
level as per drawing few hours before starting the concrete works,
Check the line, dimensions & level as per the drawing,
Carrying out the anti-termite treatment as per the requirement if it is excavated
portion and allow the surface to get dried to receive the base concrete mix of I :2:4
Obtaining the approval from STUP Consultant on the Pour Card format no.: IAOOI
for taking up the concreting works,
Laying of concrete whether by manual or pumping arrangement including ramming /
vibrating the concrete to the required level with reference to level pads
Carrying out the finishing for the top surface after required amount of leveling with
power trowel QI manually depends upon the area need to ~ finished
Curing the surface for 7 days by making bunds arrangement and stagnating the water

5.0 Quality Control & Documentation:

Documentation will include:
Clearance of the poured,
Anti- termite treatment Check list

6.0 Safety:
All person will have to follow the safety procedures as per the project
safety plan.
Ensuring good house keeping and lighting.

7.0 Environmental requirement:

Nose masks (if required) and Hand gloves (Rubber) shell be used by workmen on job.

Revision no : 00

Prepared by: S.MARIAPPAN

Date: 2';'.07.2010

Quality Assurance

Approved By KCS REDDY

12

LARSEN &TOUBRO LTD.ECCD

GODREJ GARDEN CITY AHMEDABAD

Quality Management

Work Methodology

Metbodolo2Y for RCC Footing;, Starter of Vertical

Member, RCC Shear wall, Column and Slab
CONTENT
1. Introduction and scope of works,

2.
3.
4.
5.
6.
7.

Material delivery and storage,

Resources,
Methodology of Rcc concrete,
Quality control,
Safety,
Environmental,

1.0Introduction and scope of works:

This document describes the work procedure for Reinforced Cement Concrete in
Godrej Garden City Project work. This is prepared to adopt for all the works in
general conditions and if any uncommon circumstances arise then suitable action
will be communicated vide shop drawing or Revision of Methodology.

2.0 Material delivery and storage,

The following materials will be deployed for the activity,

1) RCC Grade ofM40, M35, M30 & M25.

2) Reinforcement as per BBS.

3) Shuttering material.

2.0Resources / Manpower & Tools.

The following tools and tackles will be required for this activity,

1) Finishing Trowel,

2) Wire brush,

3) Vibrator,

4) Pump & Pipe line,

5) Leveling Plate,

6) Auto Level and Level staff,

7) Measuring tape and thread line.

8) Skilled workmen,

Revision no : 01

Prepared by: S.MARIAPPAN

Date: 12.03.13

Quality Assurance

Approved By KCS REDDY

13

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY AHMEDABAD

Quality Management

Work Methodology

3.0Methodology of Construction.
3.0 A. Reinforcement work,
Preparing the Bar Bending schedules (BBS) in prescribed format as per
requirements of drawing and IS code standards. Submitting the BBS to
consultants for necessary approval.
Cutting and bending the reinforcement to the required shape as per BBS
with help of trained personnel. And shifting the reinforcements to the
required place by convenient mode of transport
Taking the clearance from site engineer to ensure that the prior activities like
pipe fixing, waterproofing, Polythene sheeting, Cleaning, Shuttering, etc are
completed before starting up rebar activities
With reference to the center linefGridline marking available in site,
positioning the rebar and tying at every junction with

18 -

16 gauge binding

to ensure the uniform spaces between rebar as required by drawing

Inspecting the reinforcements tied at site to ensure that it is as per the
drawing, BBS and recording the laps, extra reinforcements provided to keep
the rebar in position
Placing the cover blocks of required sizes in frequent interval to maintain the
uniform cover at every location

3.0A Casting of RCC Raft f Footing.

Do the marking as per the drawing, for all outer line of raft as based on
the grid line.
Do the reinforcement as per the BBS and specification for all stripes and
lap rods, with proper binding, using of 18-16 gauge binding wire.
Provide the reinforcement cover as per the drawing and specification
Complete the reinforcement work as per the drawing and check the
reinforcement details against BBS and approved drawing.

Revision no : 01

Prepared by: S.MARIAPPAN

. Date: 12.03.13

Quality Assurance

Approved By KCS REDDY

14

LARSEN & TOUBRO LTD.ECCD

GODREJ GARDEN CITY AHMEDABAD

Quality Management

Work Methodologv

Prepare the side shuttering for vertical member as requ!red for cross
section, drawing / Requirement at form work yard and shift to site, store
the material in the proper manner, (Doka form work system)
After doing shuttering work check the measurement as per the drawing.
Give the offer to client for checking for pour clearance. Getting the
clearance from client
Make the total arrangement for pouring of concrete,
Give the order for concrete as per the pour Card quantity & grade of
concrete.
After arrival of concrete wet the surface for the point of pouring. And lay
the concrete with proper manner.
Carry out the concreting works by manual or pumping arrangement
depends upon the volume of works
Do the proper compaction with help of needle vibratos to ensure the
density of the concrete without any leaving any hollowness inside the
concrete.
Vibrator needle should be inserting immediately after pouring the
concrete the needle to remove slowly after air holes visible on the top
surface.
Level the surface with level edges and maintaining the levels.
Give the Shear Key as per the requirement of site location,
After compaction of Concrete check the dimensions as per the drawing.
Curing the surface for 7 days,

3-0 B. Making of Starters for vertical member.

Prepare the side shuttering for starter the height of 160mm, the cross
section as per the drawing / Requirement,
Clean the Bottom of the structure with help of wire brush,
Do the Grid line marking as per the drawing and do the structure outer
marking with reference of grid line/Center line.
Provide the reinforcement cover of 25mm / 40mm or as per drawing.
Revision no : 01

Prepared by: S.MARIAPPAN

Date: 12.03.13

Quality Assurance

Approved By KCS REDDY

15

LARSEN & TOUBRO LTD.ECCD

GODREJ GARDEN CITY AHMEDABAD

Quality Management

Work Methodology

Fix the pre make shuttering as per the marking done, and give the proper
support and proper cover blocks.
Once again check the dimensions as per the drawing for internally.
After internal checking is over give the offer to client, to check the starter
and get the pour card clearance. Getting the clearance of client.
Make the total arrangement for pouring of concrete,
Give the order for concrete as per the pour Card quantity & grade of
concrete.
Pour the cement slurry before starting the pouring of concrete for all
construction joints,
After arrival of concrete wet the surface for the point of pouring. And lay
the concrete with proper manner.
Carry out the concreting works by manual or pumping arrangement
'. depends upon the volume of works
Do the proper compaction with help of needle vibratos to ensure the
density of the concrete without any leaving any hollowness inside the
concrete.
Vibrator needle should be inserting immediately after pouring the
concrete the needle to remove slowly after air holes visible on the top
surface.
Level the surface with level edges and maintaining the levels.
Give the Shear Key as per the requirement of site location,
After compaction of Concrete check the dimensions as per the drawing.
Curing the surface for 7 days,

3.0C- Methodology of Shear wall, column and Slab

Prepare the side shuttering for vertical member as required for cross
section, drawing I Requirement at form work yard and shift to site, store
the material in the proper manner, (Doka form work system)

Do the reinforcement as per the BBS and specification for a11 stripes and
lap rods, with proper binding, using of 18-16 gauge binding wire.

Revision no : 01

Prepared by: S.MARIAPPAN

Date: 12.03.13

Quality Assurance

Approved By KCS REDDY

16

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY AHMEDABAD

Quality Management

Work Methodology

Provide the reinforcement cover as per the drawing and specification

After binding the reinforcement offer to client for checking the
reinforcement and get the qlearance from client.
Fix the pre make shuttering as per the working drawing, and give the
proper support and required size of cover blocks for column 40mm and
shear wall 25mm or as per the drawing.
Before fixing the shutters apply the mould releasing agent,
Check the plump, Line, and center line and Dimensions of wall & column
at top of the shuttering as per the drawing,
After Check the Dimensions give the offer to client and get the clearance
from client.
Carry out the concreting works by manual or pumping arrangement
depends upon the volume of works
Make the t0tal arrangement for pouring of concrete by manual or pump,
Give the order for concrete as per the pour Card

quan~ity

& grade of

concrete.
After arrival of concrete wet the surface for the point of pouring. And lay
the concrete with proper manner.
Lay the concrete layer by layer, The layer of concrete should not be more
than 300mm and do the proper compaction with help of needle vibrator,
Vibrator needle should be inserting immediately after pouring the
concrete the needle to remove slowly after air holes visible on the top
surface.
Level the surface with level edges and maintaining the levels.
Give the Shear Key as per the requirement of site location,
After compaction of Concrete check the plump and dimensions as per the
drawing.
Curing the surface for 7 days,

Revision no : 01

Date: 12.03.13

Quality Assurance
17

LARSEN & TOUBRO LTD.ECCD

GODREJ GARDEN CITY AHMEDABAD

Quality Management

Work Methodologv

5.0 Quality Control & Documentation:

Bar Bending Schedule
Clearance of the poured before concreting,

6.0 Safety:
All person will have to follow the safety procedures as per the
project safety plan.
Ensuring good house keeping and lighting.

7.0 Environmental requirement:

Nose masks (if required) and Hand gloves (Rubber) shell be used by workmen
on job.

Revision no : 01

Prepared by: S.MARIAPPAN

Date: 12.03.13

Quality Assurance

Approved By KCS REDDY

18

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

Methodology for Form Work

CONTENT
1.
2.
3.
4.
5.
6.
7.

Introduction and scope of works,

Material delivery and storage,
Resources,
Methodology of concrete,
Quality control,
Safety,
Environmental,

1.0Introduction and scope of works:

This document describes the work procedure for Form Work in Godrej Garden City
Project work. This is prepared to adopt for all the works in general conditions and if
any uncommon circumstances arise then suitable action will be communicated vide
shop drawing.
\

2.0 Material delivery and storage,

The following materials will be deployed for the activity,

1) Steel Form work material,

2) Timber form work material,

3) Ply wood,

4) Consumables,

5) Aluminum form work,

6) Allufo materials for wall & Foundation,

3.0Resources I Manpower & Tools.

The following tools and tackles will be required for this activity,

1) Hammer,

2) Carpentry cutting saw,

3) Line tread,

4) Work shop machineries,

5) Carpenters & Helpers,

---_.

Revision no : 00

Prepared by: SREE KUMAR

Date: 24.07.2010

Quality Assurance

Approved By KCS REDDY

19

LARSEN &TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

4.0Methodology for form Work.

After complication of PCC survey marking to be done as per the approved drawing
and do the setting out of foundation, After completion raft reinforcement shuttering
to be done with steel, timber and allufo materials, with required line, level & plump.
Carry the starter shutter, shear wall & columns making at carpentr~ yard with using
of ply wood and wooden runner in the standard method, and erect at site with the
proper manner,
Carry forward the shuttering works for Raft, wall & column form works after getting
the approval of reinforcement,
Before fixing the shutters apply the mould releasing agent,
Fix the pre- make shutters as per the drawing and site location and give the proper
support,
Carry the checking of all line, dimensions & plump as for drawing,
After internal checking give the offer to client and get the clearance,
Slab form work to be done as per the scheme drawing and change will done as per
the site condition,

5.0 Quality Control & Documentation:

Documentation will include:
Clearance of the poured,

6.0 Safety:
All person will have to follow the safety procedures as per the project
safety plan.
Ensuring good house keeping and lighting.

7.0 Environmental requirement:

Minimum wastage of timber and ply wood, and also minimize the usage of timber and
ply wood by achieving maximum repetition.

Revision no : 00

Prepared by: SREE KUMAR

Date: 24.07.2010

Quality Assurance

Approved By KGS REDDY

20

LARSEN &TOUBRO L.TD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Methodology for Form Work "SHEAR WALL

CONTENT
1. Introduction and scope of works,

2. Material delivery and storage,

3.
4.
5.
6.
7.

Resources,
Methodology of concrete,
Quality control,
Safety,
Environmental,

1.0Introduction and scope of works:

This document describes the work procedure for Fonn Work shear wall-2nd & 3rd lift
in Godrej Garden City Project work. This is prepared to adopt for all the works in
general conditions and if any uncommon circumstances arise then suitable action
will be communicated vide shop drawing.

2.0 Material delivery and storage,

The following
1)
2)
3)
4)
5)
6)

materials will be deployed for the activity,

Steel Fonn work material,

Timber fonn work material,

Ply wood,

Consumables,

Aluminum fonn work,

Allufo materials for wall & Foundation,

3.0Resources I Manpower & Tools.

The following
1)
2)
3)
4)
5)

tools and tackles will be required for this activity,

Hammer,

Carpentry cutting saw,

Line tread,

Work shop machineries,

Carpenters & Helpers,

Revision no : 00

Prepared by: SREE KUMAR

Date: 23.10.2010

Quality Assurance

Approved By KCS REDDY

21

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT - AHMEDABAD

Quality Management

Wolk Methodology

4.0Methodology for form Work.

Clean the first lift top concrete surface free from dust and loess concrete,
Raise the RFI and Get the 2nd or 3rd lift reinforcement approval from STUP
consultant,
Fix the foam sheet all around the wall to prevent the slurry leakage,(5Omm below the
construction joint)
nd

Fix the timber H beam I Steel waler on the bottom of foam sheet to hold the 2 or
3rd lift wall shutter.
Fix the aluminum or Ply wood shutter using with wall ties & tie rods as per the
requirement,
Fix the steel waler bottom & top of the alu shutter, for ply wood shutter l00mm
from the bottom of shutter and CtC distance of waler to be maintained 1.00 m
maximum. For top waler should be 200mm from the top of shutter,
Alignment props should be provide only top & bottom waler, the props should hold
on side staging, or as per the site condition,
Check the line and plump as per the drawing, and get the approval from STUP
,.,
. >\
, consultant before co~creting,
The concrete pouring for the 2nd or 3rd lift to be match with the bottom of slab &
Beam,
After concreting compulsory carried out plumb and line checking any deviation it
should be rectified immediately, and all forrnwork should be water wash for
cleaning.

5.0 Quality Control & Documentation:

Documentation will include:
Clearance of the poured,

6.0 Safety:
All person will have to follow the safety procedures as per the project
safety plan.
Ensuring good house keeping and lighting.

7.0 Environmental requirement:

Minimum wastage of timber and ply wood, and also minimize the usage of timber and

ply wood by achieving maximum repetition.

Revision no : 00

Prepared by: SREE KUMAR

Date: 23.10.2010

Quality Assurance

Approved By KCS REDDY

22

LARSEN &TOUBRO LTD.ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

Methodology Back Filling and Compaction

CONTENT
1. Introduction and scope of works,
2. Material delivery and storage,
3. Resources,
4. Methodology of Back Filling,
5. Quality control,
6. Safety,
7. Environmental,
1.0Introduction and scope of works:
This document describes the work procedure for back filling and compaction in
Godrej Garden CityProject 1Vork. This is prepared to adopt for all the works in
general conditions and if any uncommon circumstances arise then suitable action
will be communicated vide shop drawing.

2.0 Material delivery and storage,

The following materials will be deployed for the activity,
1) Back filling Soil,

2) Water,

3.0Resources / Manpower & Tools.

The following tools and tackles will be required for this activity,

1) Plate compactor,

2) Hand Rammer

3) Roller,

4) Measuring tape and thread line.

5) workmen,

Revision no : 01

Prepared by: S.MARIAPPAN

Date: 12.03.13

Quality Assurance

Approved By KCS REDDY

23

LARSEN & TOUBRO LTD.ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodo/ogv

4.0 Methodology of Back filling and Compaction.

Obtain approval for available excavated earth or for earth brought from outside pits
outside the project.
Ensure the backfilling materials should be free from organic, deleterious matter and
dust. Also, ensure that the expansive silt is not used for refilling at site.
Fill the trenches, around foundations, low lying areas, underfloor, plinth fill and
foundations oflayer not exceeding 300mm thick.
Add water and check for optimum moisture content and adjust to within the range of
1% less to 3% more than the optimum moisture content.
Trim and level the backfilled surface to proper profile as indicated in the drawing.
Ram and compact and c4eck for field density. If field density is achieved clear for
next layer or recompact again to achieve the specified field density.
Inspect and clear for next layer.

5.0 Quality Control & Documentation:

Clearance of filed Density Report,

6.0 Safety:
All person will have to follow the safety procedures as per the project
safety plan.
Ensuring good housekeeping and lighting.

7.0 Environmental requirement:

Nose masks (if required) and Hand gloves (Rubber) shell be used by workmen onjob.

Revision no : 01

Date: 12.03.13

Quality Assurance
24

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

Methodology for Plinth Beam Dowel Bars

CONTENT
1. Introduction and scope of works,
2.
3.
4.
5.

Material delivery and storage,

Resources,
Methodology of Plinth Beam dowel bars,
Quality control,
6. Safety,
7. Environmental,

1.0 Introduction and scope of works:

This document describes the work procedure for Plinth Beam dowel bars
in Godrej Garden City Project work. This is prepared to adopt for all the
works in general conditions and if any uncommon circumstances a,rise
then suitable action will be c6mmunicated vide 1hop drawing.
~

2.0 Material delivery and storage,

The following materials will be deployed for the activity,
1) Conbextra GP-2,
2) Cement,
3) Bounding agent,
This conbextra GP2 availed in thin poly pack, and this material stored in
shaded and placed in dry place, these bags shall not be lift with hooks,

2.0Resources I Manpower & Tools.

The following tools and tackles will be required for this activity,
1) Mason and Helper,
2) Mason trowel,
3) Mortar pan,
4) Measuring jar,
5) Wire brush.

Quality Assurance

Prepared by: S.MAR/APPAN

Approved By KGS REDDY

25

LARSEN &TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT - AHMEDABAD
Quality Management

Wolk Methodologv

3.0Methodology for Rectification.

Plinth Beam Dowel bars on Shear wall and Column

Provide the Dowel bar at time of reinforcement, on the Column and

shear wall as per the plinth beam reinforcement drawing,
Check the plinth beam line and level as per the drawing before do the
shuttering of vertical member,
Mter fixing the dowel bars provide the thermocol as per the cross
section of plinth beam and as per the site requirement,
All dowel bars are provide only on the plinth beam location,
Re -Bend of Dowels:
Remove the thermocol around the plinth beam cross section area and
re bend the dowel bar as per the plinth beam reinforcement drawing,
Clean the surface with water, and remove the dirt or soil on the
surface,
t Apply the bounding agent on the sufface with. using of~brush coating,
Carry the plastering over the surface with using of Conbextra GP-2
the thickness of 12mm to 15mm,
Finishing to be done as per the site requirement and line and plump,
Do the curing for 3 day's

4.0 Quality Control:

Check the surface after chipping, plastering,
Get the clearance of Pour Cards for each pour,
5.0 Safety:
All person will have to follow the safety procedures as per
the project safety plan.
Ensuring good housekeeping and lighting.

6.0 Environmental requirement:

Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen on job.
Quality Assurance

Prepared by: S.MARIAPPAN

Approved By KCS REDDY

26

LARSEN & TOUBRO LTD.ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

Methodology for Aluminium Form Work

CONTENT
1.
2.
3.
4.
5.
6.
7.

Introduction and scope of works,

Material delivery and storage,
Resources,
Methodology for fonn work on Aluminium,
Quality control,
Safety,
Environmental,

1.0Introduction and scope of works:

This document describes the work procedure for Form Work on Aluminium in
Godrej Garden City Project work. This is prepared to adopt for all the works in
general conditions and if any uncommon circumstances arise then suitable action
will be communicated vide shop drawing"

2.0 Material delivery and storage,

The following materials will be deployed for the activity,
1)
2)
3)
4)
5)
6)
7)
8)

500mm Stup pin,

Rocker angle 50x50 mm,

PE sleeve,

PVC tubing,

Plywood,

kicker bolts M16x80mm,

Wall tile,

walk way jai12400*400 mm,

3.0 Resources I Manpower & Tools.

The following tools and tackles will be required for this activity,

1) Hammer,

2) Carpentry cutting saw,

3) Line tread,

4) Work shop machineries,

5) Carpenters & Helpers,

Revision no .' 01

Prepared by: SREE KUMAR

Date.' 08.12.2010

Quality Assurance

Approved By KCS REDDY

27

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PRO.IECT AHMEDABAD

Quality Management

Work Methodologv

4.0 Methodology for Aluminium form Work.

Wall centre line/Offset line From wall face, Doors and windows should be
marked ;level checking as per drawing,
According to level; first external kicker(conventional) should be fixed,
first shifting of internal panels to the identified location fix the rocker (angle
section 50x50 )to the std: wall panel,
Application of approved shuttering oil to the panel and fix it in location ;
wall tie with PE sleeve and PVC tubing should be inserted,
Assemble End beam Mid beam to Deck prop head and insert prop length and
fix in-between wall panels beam bars and 80mm stub pin is using for the
connection,
Start fixing of deck panels (for height steel tables were used)
External wall panel fixing above the wooden kicker bolting or nailing is reqd
fixing of external kicker above the wall panel (kicker to kicker connection
with kicker strap)
External panel alignment and plum checking,
Soldier fixing: As per drawing mark the exact locatiot;l of brackets, from the
kicker below 300mm provide 20mm dia holes on external and internal walls.
Through the holes provide 25mm dia pvc pipe and mivan special tie rod
through soldiers. this will enable the alignment of kicker line and fixing of
brackets to next level,
Insert kicker bolts M16*80mm nut bolt and washer with pvc cone and pvc
pipe (bolt is retrievable and nut washer is consumable)
Slab leveling: Mivan supplied prop length and prop head (DP) having zero
tolerance no adjustment in up and down is possible so if slab level is down
we have to pack with ply and timer pieces otherwise chipping is reqd
verticality of props should be very perfect,
All gapes between floor and wall should be packed with cement mortar 1: 4,
Transfer box out should be provided in slabs for lifting internal panels to the
next level
Ensure all wall ties (with PE sleeve and pvc tubing) ,pins and wedges are
provided
Ensure the application of shuttering oil for every Alu-Form panels,

Revision no : 01

Prepared by: SREE KUMAR

Date: 08.12.2010

Quality Assurance

Approved By KCS REDDY

28

LARSEN & TOUBRO LTD.ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

4.0 A - Dismantling of Alu-Form shutters,

First dismantle external and Internal wall panels where the soldier is fixed,
Through the holes fix the Mivan access bracket with Dywidag tie rod and nut,
Fix fabricated walk way jali 2400*400 mm 2 nos through the platform leaving 100
mm distance in between wall and jali and proper tying of safety net through 100 mm
distance we can lift the external wall panels
Slab :dismantle all deck panel including EB MB without disturbing DP and PL this
will act as re propping after 36 hours DP and PL will be removed, .
After dismantling all components should be cleaned and applied mould releasing
agent

5.0 Quality Control & Documentation:

Documentation will include:
Clearance of the poured,
Check list L&T/~S/C-13/Fl,

6.0 Safety:
All person will have to follow the safety procedures as per the project
safety plan.
Walkway jali should be tied with binding wire
Bottom of the safety net should be tied very closely to the permanent
structure
Floor to floor removing shifting and fixing of brackets should be very
carefully; safety belt of the workmen should be in already fixed top
bracket or in life line not in the operating bracket
Ensuring good house keeping and lighting.

7.0 Environmental requirement:

Minimum wastage of timber and ply wood, and also minimize the usage of timber and
ply wood by achieving maximum repetition.

Revision no : 01

Prepared by: SREE KUMAR

Date: 08.12.2010

Quality Assurance

Approved By KCS REDDY

29

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Wolk Methodology

Methodology for Anti Termite Treatment Work

CONTENT
1. Introduction and scope of works,
2. Material delivery and storage,
3. Resources,
4. Methodology of Anti Termite Treatment,
5. Quality control,
6. Safety,
7. Environmental,
1.0Introduction and scope of works:
This document describes the work procedure for Anti termite Treatment in Godrej
Garden City Project work. This is prepared to adopt for all the works in general
conditions and if any uncommon circumstances arise then suitable action will be
communicated vide shop drawing.

2.0 Material delivery and storage,

The following materials will be deployed for the activity,

1) Chlorpyrifos 20 EC,

2) Or Endosulfan 35 EC,

2.0Resources I Manpower & Tools.

The following tools and tackles will be required for this activity,

1) Sprayers

2) Sprinklers,

3.0Metbodology for form Work.

Carry out the marking for the ATT area before starting the PCC,
Holes will be dug at the distance of 150mm ctC up to the depth of 500mm, Do the
holes of
After complication of PCC survey marking to be done as per the approved drawing
and do the setting out of foundation, After completion raft reinforcement shuttering
to be done with steel, timber and allufo materials, with required line, level & plump.

Quality Assurance

Prepared by: S.MAR/APPAN

Approved By KCS REDDY

30

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

Carry the starter shutter, shear wall & columns making at carpentry yard with using
of ply wood and wooden runner in the standard method, and erect at site with the
proper manner,
Carry forward the shuttering works for Raft, wall & column form works after getting
the approval of reinforcement,
Before fixing the shutters apply the mould releasing agent,
Fix the pre- make shutters as per the drawing and site location and give the proper
support,
. Carry the checking of all line, dimensions & plump as for drawing,
After internal checking give the offer to client and get the clearance,
Slab form work to be done as per the scheme drawing and change will done as per
the site condition,

5.0 Quality Control & Documentation:

Documentation will include:
Clearance of the poure'd ,

6.0 Safety:
All person will have to follow the safety procedures as per the project
safety plan.
Ensuring good house keeping and lighting.

7.0 Environmental requirement:

Minimum wastage of timber and ply wood, and also minimize the usage of timber and
ply wood by achieving maximum repetition.

Quality Assurance

Prepared by: S.MARIAPPAN

Approved By KCS REDDY

31

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT - AHMEDABAD

Quality Management

Work Methodology

Methodology for Brick Masonry

CONTENT
1. Introduction and scope of works,
2.
3.
4.
5.
6.
7.

Material delivery and storage,

Resources,
Methodology of Brick work,
Quality control,
Safety,
Environmental,

1.0Introduction and scope of works:

This document describes the work procedure for Brick work in Godrej
Garden City Project work. This is prepared to adopt for all the works in
general conditions and if any uncommon circumstances arise then
suitable action will be communicated vide shop drawing.
"
~

2.0 Material delivery and storage,

The following materials will be deployed for the activity,
1.
2.
3.
4.

Brick 230mm & 115 thick,

Cement OPC-53 Grade
River Sand
Water

3.0 Resources I Manpower &, Tools.

The following tools and tackles will be required for this activity,
1.
2.
3.
4.

Mason trowel,
Plumb bob
Right angle
Thread line

Revision no: 01

Prepared by: S.MARIAPPAN

Date: 18.03.2011

Quality Assurance

Approved By KCS REDDY

32

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

4.0Methodology for brick work masonry.

01. Marking the location of brick work with thread line over concrete
structure with reference to drawings and highlight openings
02. Hack the concrete surfaces wherever block masonry joins with the
concrete surfaces,
03. Construct the first layer 230mm or 115 mm as per drawing then
check for dimensions. Get the approval from STUP consultant
and proceed with further layers if dimensions are satisfactory,
04. Maintain the cement mortar thickness as 12mm,
05. Height of brick masonry shall not be raised more than 14courses
per day,
06. In 115 mm thk brick masonry, provide the Smm dia
2nos
reinforcement at every 4th course.
07. Put the date of construction on the brick work with paint and
Curing of brick work for 7 days.
OS. Measuring box to be used for proportioning of Cement Mortar for
230mm wall CM1:5 & 115mm wall CM 1:4.
09. Follow ,points listed in cpeck list while c~nstructions of blo~k
masonry work.
~
10. Refer services drawings and co-ordinate service locations
. 11. Check each day's work for Line, Levels and conformances to
tolerances
12. Raking out the joints for Smm depth.
5.0 Quality Control & Documentation:
L Check list for brick work masonry,
6.0 Safety:
Ensuring good housekeeping and lighting.
Bricks stacking at yard maximum height should not exceed
1.50m
Working platform must be 600mm (min.) width and must be
tied at both sides.
No. of bricks to be shifted by winch at one time to be
decided comparing with winch cage capacity,
7.0 Environmental requirement:
Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen on job.
Revision no : 01

Prepared by: S.MARIAPPAN

Date: 18.03.2011

Quality Assurance

Approved By KCS REDDY

33

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Walk Methodology

Methodology for Concrete Block work Masonry

CONTENT
1.
2.
3.
4.
5.
6.
7.

Introduction and scope of works,

Material delivery and storage,
Resources,
Methodology of Concrete block Masonry,
Quality control,
Safety,
Environmental,

1.0Introduction and scope of works:

This document describes the work procedure for concrete block work
Godrej Garden City Project work. This is prepared to adopt for' all the
works in general conditions and if any uncommon circumstances arise
then ~uitable action will 'be communicated \.ride shop drawing.'

2.0 Material delivery and storage,

The following materials will be deployed for the activity,

1. Block 200 mm & 100mm,

2. Cement OPC-53 Grade
3. River Sand
4. Water
3.0 Resources I Manpower & Tools.
The following tools and tackles will be required for this activity,

1.
2.
3.
4.

Mason trowel,
Plumb bob,
Right angle,
Thread line,

Revision no : 00

Prepared by: B.MARIAPPAN

Date: 20.10.2010

Quality Assurance

Approved By KGB REDDY

34

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT - AHMEDABAD

Quality Management

Work Methodologv

4.0 Methodology for block masonry.

01. Marking the location of Block work with thread line over
concrete structure with reference to drawings and highlight
openmgs,
02. Hack the concrete surfaces wherever block masonry joins with the
concrete surfaces,
03. Construct the fIrst layer 200mm or 100 mm as per drawing then
check for dimensions. Get the approval from STUP consultant
and proceed with further layers if dimensions are satisfactory,
04. Maintain the cement mortar thickness as 2Smm,
OS. Height of block masonry shall not be raised more than 1m per
day,
06. In 100 mm thk block masonry, provide the 8mm dia
reinforcement at every Sth course.
07. Put the date of construction on the block work with paint and
Curing of brick work for 7 days.
08. Measuring box (326x326x326mm) to be used for proportioning of
Cementfiortar as per the specification.
1
'1
09. Follow points listed in check list while construction of block
masonry work,
10. Refer services drawings and co-ordinate service locations
11. Check each day's work for Line, Levels and conformances to
tolerances.
12. Raking out the joints for 12mm depth
5.0 Quality Control & Documentation:
1. Check list for Concrete block work masonry,
6.0 Safety:
Ensuring good housekeeping and lighting.
Block stacking at yard maximum height should not exceed
1.S0m.
Working platform must be 600mm (min.) width and must be
tied at both sides.
No. of Blocks to be shifted by winch at one time to be
decided comparing with winch cage capacity,
7.0 Environmental requirement:
Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen on job.
Revision no : 00

Prepared by: S.MARIAPPAN

Date: 20.10.2010

Quality Assurance

Approved By KCS REDDY

35

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

Methodology for Plastering

CONTENT
1. Introduction and scope of works,
2. Material delivery and storage,
3. Resources,
4.
5.
6.
7.

Methodology of Plastering,
Quality control,
Safety,
Environmental,

1.0 Introduction and scope of works:

This document describes the work procedure for wall plastering in

Godrej Garden City Project work. This is prepared to adopt for all the

works, in general conditi<?ns and if any uncqmmon circumstan~es arise

then suitable action will be communicated vide shop drawing.

2.0 Material delivery and storage,

The following materials will be deployed for the activity,
1. Cement OPC-53 Grade
2. River Sand

3 .. Water

3.0 Rt',Sources I Manpower & Tools.

The following tools and tackles will be required for this activity,
1.
2.
3.
4.
5.

Mason trowel,
Plumb bob
Right angle
Thread line
Straight edge,

nevision no : 01

Prepared by: B.MARIAPPAN

Date: 25.03.2011

Quality Assurance

Approved By KGB REDDY

36

LARSEN & TOllBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT - AHMEDABAD

Quality Management

Work Methodologv

5.0Methodology for plastering work.

01. Hack any exposed faces of concrete which form substrate for
plastering
02. Fix all conduits, chases with chicken wire mesh 150mm wide
03. Fix sub frames for all door openings,
04. Prepare scaffold to ensure access to all locations. Ensure safety of
scaffolding and provide lighting of adequate intensity
05. Fix plaster thickness reference by mortar pads with respect to sub
frames using thread line,
06. For interior walls shall be done in a single coat and Exterior
plaster shall be carried out in two coats, the first coat being 12mm
thick in cement mortar 1:4 and the second coat being 6 to 8mm
thick in CM 1:3,
07. Wet all substrate minimum of 2 hours before application of plaster
08. Provide chicken mesh 100mm wide wherever block masonry joins
with the concrete surface using nails,
09. Use GI tray at bottom for mixing the cement mortars and
measurin~ box for measuritw the fine aggregat~.
!
10. Making the grooves 6mm x 6mmat the junction of concrete and
masonry or as per the architectural drawing,
11. Always stop a day's work at comer,
12. Put the date of plastering on the plastered area with paint and
Curing to be done for 7 days.
13. Follow the check list for plastering works.
5.0 Quality Control & Documentation:
1. Check list for plastering work,
6.0 Safety:
Ensuring good housekeeping and lighting.
Ensure lifeline before starting plastering at height
Sufficient lighting to be provided at night work
All walkway platforms are 600mm (min.) and tied both
sides
7.0 Environmental requirement:
Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen on job.
Revision no : 01

Prepared by: S.MARIAPPAN

Date: 25.03.2011

. Quality Assurance

Approved By KCS REDDY

37

LARSEN &TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT - AHMEDABAD

Quality Management

Work Methodology

Methodology fixing of door frame

CONTENT
1.
2.
3.
4.
5.
6.
7.

Introduction and scope of works,

Material delivery and storage,
Resources,
Methodology of fixing of door frame,
Quality control,
Safety,
Environmental,

1.0 Introduction and scope of works:

This document describes the work procedure for fixing of door frame in
Godrej Garden City Project work. This is prepared to adopt for all the
works in general conditions and if any uncommon circumstances arise
then suitable action will be communicated vide shop drawing.

2.0 Material delivery and storage,

The following materials will be deployed for the activity,
1.
2.
3.
4.
5.

Door frame
750mm x 2100mm,
900mrnx 2100mm,
1000mm x2100mm,
HRD Frame anchor - HRD-C-I Oxl20

3.0 Resources I Manpower & Tools.

1.
2.
3.
4.
5.
6.
7.

The following tools and tackles will be required for this activity,
Hammer,
Drilling. machine,
Angle Grinder,
Chipping machine,
Plump bob
Right Angle
Line third

Revision no : 00

Prepared by: S.MARIAPPAN

Date: 08.04.2011

Quality Assurance

Approved By KCS REDDY

38

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

,- Wort< Methodology

7.0Methodology for fixing of door frame,

01. Check the dimensions & levels as per the drawing,
02. l.OOm height from STRL marking to be done for all door opening
jambs,
03. If any changes in dimensions do rectification as per the as per the
requirement,
04. Marking to be done for I.10m from top of the door frame,
05. Insert the frame on the opening and match the level marking on
point no 2 & 4,
06. Check the plumb and line and marking to be done for the HRD
Frame anchors as per the drawing,
07. Drill the frame with wood drill bit and drill the RCC wall with
concrete drill bit IOmm dia, at the time of drilling the
reinforcement is there the location of hole to be change as per the
site requirement,
08. The excess holes on the frame to be close on the same wood
pIece,
09. Clean the drilled holes using with Brush,
IO. Insert the Fisher plug in the cleaned hole after that put the bolt to
same direction,
11. The bolt should be tightened using with machine,
12. The bolt should be 5 to IOmm inside of the door frame face,
13. Final line, level & plump to be check,
5.0 Quality Control & Documentation:
L Check list for door frame (to be checked each one flat after complication
all door fixing ),
6.0 Safety:
Ensuring good housekeeping and lighting,
Ensure trained work men for doing drill holes,
'Sufficient lighting to be provided at night work, .
All walkway platforms are 600mm (min.) and tied both
sides
7.0 Environmental requirement:
Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen on job.

Revision no : 00

Prepared by: S.MARIAPPAN

Date: 08.04.2011

Quality Assurance

Approved By KCS REDDY

39

LARSEN & TOLIBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT - AHMEDABAD

Quality Management

Wolk Methodology

Methodology for IPS flooring

CONTENT
1. Introduction and scope of works,
2. Material delivery and storage,
3. Resources,
4.
5.
6.
7.

Methodology of IPS Flooring,

Quality control,
Safety,
Environmental,

1.0Introduction and scope of works:

This document describes the work procedure for IPS flooring in Godrej
Garden City Project work. This is prepared to adopt for all the works in
general conditions and if any uncommon circumstances arise then
suitable action will be communicated vide shop drawing.
a
,

2.0 Material delivery and storage,

The following materials will be deployed for the activity,
1. Screed concrete with 10mm down, Grade M20,
2. Cement OPC - 53 Grade,
3. River Sand,
4. Water
3.0 Resources I Manpower & Tools.
The following tools and tackles will be required for this activity,
1. Mason trowel,
2. Wire brush,
3. Morter pan,
4. Straight edge,

Revision no : 00

Prepared by: S.MAR/APPAN.

Date: 12.12.12

Quality Assurance

Approved By : KGS REDDY

40

LARSEN &TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT - AHMEDABAD
Quality Management

Work Methodologv

4.0 Methodology for IPS flooring,

1. Clean the surface and remove and all loose materials using with wire
brush,
2. Fix the button mark for the top of IPS flooring as per the drawing.
3. Clean the surface and remove and all loose materials using with wire
brush,
4. Get the approval from client,
5. Ensure the Panel top level of concrete should be proper.
6. Lay the concrete thickness of 40mm do the finishing at the time of finial
setting time of concrete,
7. Ensure the line & level as per the requirement,
8. Do the Curing for 7 days.

5.0 Quality Control & Documentation:

1. Pour card for IPS nooring,
\

6.0 Safety:
Ensuring good housekeeping and lighting .
. Electrical equipment must be routed through ELCB only,
Obstacles to be cleared for shifting the materials to the work
spot
7.0 Environmental requirement:
Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen on job.

Revision no : 00

Prepared by: S.MARIAPPAN.

Date: 12.12.12

Quality Assurance

Approved By: KCS REDDY

41

LARSEN &TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

Methodology for Staircase Steps & Landing flooring

(Kotha Stone)
CONTENT
1.
2.
3.
4.
5.
6.

Introduction and scope of works,

Material delivery and storage,
Resources,
Methodology of Staircase Steps & landing Flooring,
Quality control,
Safety,
7. Environmental,

1.0Introduction and scope of works:

This document describes the work procedure for Staircase Steps &
landing Flooring in Godrej Garden City Project work. This is prepared
to adopt for all the works in general conditions and if any uncommon
circu~tances arise then sl;litable action willl?e communicated vide shop
i
drawing.
'
I

2.0 Material delivery and storage,

The following materials will be deployed for the activity,
1.
2.
3.
4.

30mm & 18mm Kotha stone.

Cement,
River Sand,
Water,

3.0 Resources / Manpower & Tools.

The following tools and tackles will be required for this activity,
1.
2.
3.
4.
5.
6.

Mason trowel,
Plumb bob
Right angle
Thread line
Cutting/Grinding machine
Spirit level

Revision no : 00

Prepared by: S.MARIAPPAN

Date: 04.11.2010

Quality Assurance

Approved By KCS REDDY

42

LARSEN &TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PRO.IECT AHMEDABAD

Quality Management

Wolk Methodology

4.0 Methodology for Staircase Steps & Landing flooring Laying.

01. Mark the FFL of floor to floor and mid landing as per the
drawing, Check the Steps Riser & Tread.
02. Get the approval from STUP Consultant.
03. Mack the Riser ISmm thk kotha stone & Tread 30mm thk kotha
stone at yard.
04. Nosing, Groove cutting, chamfering and joint as per the drawing
and ensure the same.
05. Transport the stones to near the stair case as per the requirement
without any damage.
06. Clean the all surface free from dust & oiL
07. Start to lay the first step tread with CM 1:4 based on the FFL and
fix the riser for second step with CM 1:4 as per the drawing check
the level & line.
OS. Continue the same step no: 06 for all steps and ensure the cutting
line & level as per the drawing.
09. Final check to be done for steps & landing floor to floor in teams
all steps ~
,
l
10. Do the Pointing for all joint as per the requirement.
11. Do not allow the people to walk on the stair case up to 3days.
12. Curing to be done for 7 days.
5.0 Quality Control & Documentation:
1. Check list for kitchen table top fixing,
6.0 Safety:
Ensuring good housekeeping and lighting.
Engage only expertise person for cutting the stone and
proper machine for cutting
Electrical equipment must be routed through ELCB only
Obstacles to be cleared for shifting the materials to the work
spot
7.0 Environmental requirement:
Nose masks (if required) and Hand gloves (Rubber) shall be used by
workmen on job.
Revision no : 00

Prepared by: S.MARIAPPAN

Dale: 04.11.2010

Quality Assurance

Approved By KCS REDDY

43

LARSEN &TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

Methodology for Painting work,

CONTENT
1. Introduction and scope of works,
2.
3.
4.
5.
6.
7.

Material delivery and storage,

Resources,
Methodology of Painting work,
Quality control,
Safety,
Environmental,

1.0Introduction and scope of works:

This document describes the work procedure for Painting work in
Godrej Garden City Project work. This is prepared to adopt for all the
works in, general condition~ and if any uncotmpon circumstances, arise
then suitable action will be communicated vide shop drawing.

2.0 Material delivery and storage,

The following materials will be deployed for the activity,
1. White Cement,
2. Oil Bound Distemper,
3. Waterproof cement paint,
4. Varnishing,
3.0 Resources I Manpower & Tools.
The following tools and tackles will be required for this activity,

1.
2.
3.
4.

Approved Paint
brush
Metal drums for mixing
Emery paper

Revision no : 00

Prepared by: S.MARIAPPAN

Date: 20.10.2010

Quality Assurance

Approved By KGS REDDY

44

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PRoJECT AHMEDABAD

Quality Management

WoTk Methodologv

4.0Methodology for Painting Work.

01. Allow the plastered surface to dry completely
02. Make the surface free from mortar drops, dust, efflorescence etc.
03. . Apply a coat of paint on patches if any and allow it to dry before
the regular coat of paint is applied
04. Apply alkali resistant primer of approved quality
05. Check the paint for its approved brand, shade and sealed
container
06. After the primer coat has dried, lightly sandpaper the surface to
make it smooth for receiving the paint
07. Apply one coat of paint with brushes in horizontal strokes
followed immediately by vertical ones which together constitutes
one coat
08. Apply subsequent coats in the same way after allowing a time
interval of at least 24 hrs between successive coats
09. Follow the checklist for painting works
5.0 Quality Control & Documentation:

1. Check list for Painting,

6.0 Safety:
Ensuring good housekeeping and lighting.
Whenever doing outside ensure the proper walk way,
working platform(width is 600mm min) and lifeline are
provided before starting job
Liquids/chemicals are to be stored at site with proper
labeling etc.
7.0 Environmental requirement:
Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen on job.

Revision no : 00

Prepared by: S.MARIAPPAN

Date: 20.10.2010

Quality Assurance

Approved By KCS REDDY

45

LARSEN &TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

Methodology for External Putty rmishing work,

CONTENT
1. Introduction and scope of works,
2. Material delivery and storage,
3. Resources,
4. Methodology of Painting work,
5. Quality control,
6. Safety,
7. Environmental,
1.0Introduction and scope of works:
This document describes the work procedure for External putty finishing
work in Godrej Garden City Project work. This is prepared to adopt for
all the works in general conditions, and if any uncommon circumstances
arise then' suitable action wiil be communicateA vide shop drawing.
2.0 Material delivery and storage,
The following materials will be deployed for the activity,
1. Putty approved brand,
2. Water,
3. Cement
4. Primer
5. Cebx-100
3.0 Resources I Manpower & Tools.
The following tools and tackles will be required for this activity,
1. Brush,

2.
3.
4.
5.

Metal drums for mixing,

Emery paper,
Paint roller,
Putty Blade,

Revision no: 01

Prepared by: S.MARIAPPAN

Date: 18.11.2011

Quality Assurance

Approved By KCS REDDY

46

LARSEN &TOLIBRO LTD.ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD
Quality Management

Work Methodology

5.0 Methodology for Painting Work.

01. Clean all the surface of external and do the grinding for total area
as per the requirement ensure all tie rod selves to be removed
before the grouting.
02. Do chambering for all sunshades top with CM 1:4 and ensure the
proper slop.
03. Do the grouting of all balance tie rod hole with CEBX - 100
mixing one pack 22Sgrm of Cebx - 100 in one bag of cement.
04. After 12 hours apply the flrst coat of putty for all areas.
05. After 24 hours do the water test for 2 hours and check the
leakages,
06. If any leakages found do the chipping of tie rod holes and
grouting to be done as per site requirement.
07. If any undulation is visible do the marking for the undulation.
08. All marking area grinding to be done as per the requirement.
09. Apply the first cote of putty for all rectification area.
10. Start the second coat of putty for all areas.
11.
sanding above the second coat putty.
, Do the surface
;
.
12. Check the final water test 2hours for the total area.
13. After completion of water test do one coat of approved primer.
14. Follow the checklist.
~

5.0 Quality Control & Documentation:

1. Check list.
6.0 Safety:
Ensuring good housekeeping and lighting.
Mack ensures the proper training was given for handling the
Gandola & Fracco as per the requirement.
Liquids/chemicals are to be stored at site with proper
labeling etc.
7.0 Environmental requirement:
Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen on job.

Revision no: 01

Prepared by: S.MARIAPPAN

Date: 18.11.2011

Quality Assurance

Approved By KGS REDDY

47

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT - AHMEDABAD

Quality Management

Worlc Methodology

Methodology for Internal Putty & wall finishing work,

CONTENT
1. Introduction and scope of works,
2.
3.
4.
S.
6.
7.

Material delivery and storage,

Resources,
Methodology of Painting work,
Quality control,
Safety,
Environmental,

1.0Introduction and scope of works:

This document describes the work procedure for External putty finishing
work in Godrej Garden City Project work. This is prepared to adopt for
all the works
, in general conditions and if any uncommon circumstances
:.
arise then suitable action will be communiGated vide shop drawing.

2.0 Material delivery and storage,

The following materials will be deployed for the activity,
1. Putty approved brand,
2. Water,
3. Cement
4. Primer
5. Cebx 100
3.0 Resources I Manpower & Tools.
The following tools and tackles will be required for this activity,

1.
2.
3.
4.
5.

Brush,
Metal drums for mixing,
Emery paper,
Paint roller,
Putty Blade,

Revision no : 01

Prepared by: S.MARIAPPAN

Date: 18.11.2011

Quality Assurance

Approved By KGS REDDY

48

LARSEN &TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT - AHMEDABAD
Quality Management

Wolk Methodology

5.0 Methodology for Putty Work.

01. Clean all the surface of external and do the grinding for total area
as per the requirement ensure all tie rod selves to be removed
before the grouting.
02. Do the grouting of all balance tie rod hole with CEBX - 100
mixing one pack 225grm of Cebx 100 in one bag of cement.
03. Mter 12 hours apply the first coat of putty for all areas.
04. If any undulation is visible do the marking for the undulation.
05. All marking area grinding to be done as per the requirement.
06. Apply the first cote of putty for all rectification area.
07. Start the second coat of putty for all areas.
08. Do the surface sanding above the second coat putty.
09. Follow the checklist.
5.0 Quality Control & Documentation:
1. Check list.
6.0 Safety:
\
~ Ens~'in~ good housekeepn!g and lighting.
Mack ensures the proper training was given for handling the
Gandola & Fracco as per the requirement.
.
Liquids/chemicals are to be stored at site with proper
labeling etc.
7.0 Environmental requirement:
Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen on job.

Revision no : 01

Prepared by: S.MARIAPPAN

Date: 18.11.2011

Quality Assurance

Approved By KCS REDDY

49

LARSEN & TOUBRO LTD.ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

Methodology for open Terrace water proofing

CONTENT
1.
2.
3.
4.
5.
6.
7.

Introduction and scope of works,

Material delivery and storage,
Resources,
Methodology of Painting work,
Quality control,
Safety,
Environmental,

1.0Introduction and scope of works:

This document describes the workprocedure for Terrace water proofing

work in Godrej Garden City Project work. This is prepared to adopt for
all the works in general conditions and if any uncommon circumstances
arise then suitable action will be communicated vide shop drawing.
2.0 Material delivery and storage,
The following materials will be deployed for the activity,
1. Brick bats,
2. Water,
3. Cement
4. Pidiproof LW+
5. Broken Glass tiles
3.0 Resources / Manpower & Tools.

The following tools and tackles will be required for this activity,
1.
2.
3.
4.
5.

Wire Brush,
Third line,
Finishing travel,
Measurement box,
Broom stick,

Revision no : 00

Prepared by: S.MARIAPPAN

Date: 17.01.2012

Quality Assurance

Approved By KCS REDDY

50

LARSEN & TOllBRO LTD.ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Wolk Methodologv

4.0 Methodology for Terrace water proofing Work.

Appling a slurry coat of neat cement using 2.5 kg. Per /sqm with LW.C.
2. Laying Brickbats in slope as per the drawing by using different size of
brickbats with LW.C. added cement mortar of l:5 (lcement: 5coarse
sand).
3. The minimum thickness of the brickbat with base mortar should not be
less than 50mm at rain water pipe.
4. Treating the adjoining walls up to 300 mm height (from finished level of
water proofing) including rounding ofjunction of walls and slabs.
5. After one day of proper curing, finish the surface with 20 mm thick
LW.C. added cement mortar of 1:4 proportions and finally finishing the
surface with trowel with neat cement slurry and mild booming to receive
base of the china mosaic flooring.
6. Complete the china mosaic flooring in all area.
7. The whole terrace so finished shall be flooded with water for sufficient
time of curing and for final test.
8. Follow the checklist.
1.

N.B. : LW.C. is integral waterproofing compound. (PidiproofLW+)

Dosage of PIDIPROOF LW is 150 to 200ml per bag of cement.
5.0 Quality Control & Documentation:

1. Check list.
6.0 Safety:
Ensuring good housekeeping and lighting .
Mack ensures the proper training was given for handling the
Gandola & Fracco as per the requirement.
Liquids/chemicals are to be stored at site with proper
labeling etc.
7.0 Environmental requirement:
Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen on job.

Revision no : 00

Prepared by: S.MARfAPPAN

Date: 17.01.2012

Quality Assurance

Approved By KCS REDDY

51

LARSEN & TOLIBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT - AHMEDABAD

Quality Management

Worlc Methodology

Methodology for Water Proofmg for toilet sunken area

(BOSTIKJ
CONTENT
1. Introduction and scope of works,
2.
3.
4.
S.
6.
7.

Material delivery and storage,

Resources,
Methodology of water proofing for toilet sunken area,
Quality control,
Safety,
Environmental,

1.0Introduction and scope of works:

This~document describ~:.3 the work proced..ke for water proofmg:oftoilet

sunken area in Godrej Garden City Project work. This is prepared to
adopt for all the works in general conditions and if any uncommon
circumstances arise then suitable action will be communicated vide shop
drawing.
2.0 Material delivery and storage,
The following materials will be deployed for the activity,
1. Hydroment 476 Crete HS I Boscocrete bounding agent,
2. Boscolastic water proofing compound,
3. Fill-A-Gap Sealant,
4. Cement OPC-53 Grade
5. River Sand
6. Water
3.0 Resources I Manpower & Tools.
The following tools and tackles will be required for this activity,
1. Mason trowel,
2. Wire brush,
3. Painting brush,
4. Mixing pan 10 liter capacity,
... :
5. Morter pan,
6. Straight edge,
Revision no : 01

Prepared by: S.MARIAPPAN

Date: 04.04.2011

Quality Assurance

Approved By KCS REDDY

52

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

4.0 Methodology for water proofing for toilet sunken area.

1. Remove all protruded reinforcements by gas cutting up to 25mm below
RCC.
2. Clean the surface and remove and all malba and flaked slurry from the
surface
3. RC sunken slab to be treated with water proofing shall be checked for
any leakage by water pounding for 24 hours
4. If any leakage found shall be marked and grouting shall be done.
5. Grouting should be repeated till leakage arrested,
6. After cleaning the surface, all the cracks and pot holes should be patched
with cement and bonding material HYDROMENT 476 of BOSTIK in a
proportion of 1 part HYDROMENT 476 and 4 parts of cement.
7. After of2 hours, apply one slurry coat made ofHYDROMENT 476 and
cement in a proportion of 50 kg cement and 16 liters of water and 2 kg
HYDROMENT 476. All mixing of chemical shall be carried out with ,
electrical driveh mixture. ..;..
1
;,
.:;.
8. After 2 hours apply flIst coat of BOSCOLASTIC and follow 2nd and
3rd coat in minimum 2 hours by brush (in direction perpendicular to the
previous coat). Proportion of BOSCOLASTIC is 10 kg powder and 7.5
kg polymer. Minimum consumption of material is 1.8 kg to 2 kg per
sqm.
9. After 24 hours, protective plaster of minimum 15rum thickness along
with HYDROMENT 476 is a must. Proportion of plaster is 200 kg sand,
50 kg cement and 2 liters ofHYDROMENT 476.
10.Do the water supply & wastage line as per the plumbing methodology,
11.Complete the all plumbing work as per the drawing,
12.After 24 hours only all the pipe ducts shall be sealed with cement mortar
with a depth of 10rum and width of 10rum around the periphery of pipe
ducts. (l part HYDROMENT 476 and 4 parts cement.
13.After 24 hours ACRYLIC sealant of BOSTIk shall be applied in to the
groove.
14.Hydro test can be done after 72 hours of curing of the sealant for a
period of 48 hours.
15.In case of any leakage after all these exercise we will go for injection
grouting with non shrink chemicals BOSTIK ADO mix.
Note: For sides the water proofing coating shall be ext~ilded up to .a.height
of 100mm above the FFL level.

Revision no : 01

Prepared by: S.MARIAPPAN

Date: 04.04.2011

QualityAssurance

Approved By KCS REDDY

53

LARSEN &TOUBRO LTD.-ECCD

. GODREJ GARDEN CITY PROJECT - AHMEDABAD

Quality Management

Worlc Methodology

5.0 Quality Control & Documentation:

1. Check list for water proofing,

6.0 Safety:

Ensuring good housekeeping and lighting.

Engage only expertise person for mixing the chemical.
Electrical equipment must be routed through ELCB only,
Use hand gloves for water proofing chemical mixing.
Obstacles to be cleared for shifting the materials to the work
spot

7.0 Environmental requirement:

~

'.....

a.

Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen onjob.

Revision no: 01

Prepared by: S.MARIAPPAN

Date: 04.04.2011

Quality Assurance

Approved By KCS REDDY

54

LARSEN &TOUBROLTD.-ECCD
Goderi Garden City Proiect- Ahmedabad

, I

lock :_ _
loorLevel:

CHECK LIST FOR TOILET WATER PROOFING.

-5J.::..::-:..-rg~I.'-Q-=-J<.~_ _ _-,---t-_ _--;-:_ _

63'6h'O ~
I~t-:r- ~ Y FW-A"": .tP~
(

I.no

Description

Date

Toilet
Location

YES

Signature
NO
W/PCon/

L&TECCD
Execution

.47.J-..

'r~'~

Cleaning of the surface

A)",i
2

Water pounding Test for 24 hrs

If leakage found do the grouting

;V
&iw...J -

L&TECCD

STUP

QA/QC

Consultant

1/\
r-

Yd;(

,t,.

Il ]!C j-I~'LJ J
1'-

fiK'.

isase preparation

I"

"II ,41'1'}/;"
1
,,11/
0 ~v
11

rIlK,/""~

1'111' "

/\G~~ / l J

(1n1~~1 V\,
\1 '" '?!X'b

f:~

1 //'

'1' ,,,,,,

'7 ! It!"'

j'

1",1

.<

Jd L
:

'1

Applying of water proofing coating,

I

Protective plaster of minimum 15mm thick,

11<. t;.. ;/ I(1.---

11210'/.. /)

We"

,~dl.- tX1~
l(l\v\<)1;

t~/

,nit. ,\-<-' t
WI'.~
, I,

'eM

including groove of 12mm

Sore packing with
around the pipe line & cut out

Apply the sealant around the groove

Water pounding Test for 48 hrs

10

If leakage found do the grouting

11

After grouting do the pound test for 48 hrs

:,1

I
55

LARSE" & TOUBRO LTD.-ECCD

MOCKUP APPROVAL

GODREJ GARDEN CITY PROJECT

Ahmedabad

QUALITY MANAGEMENT

No.

Name of Work:

WATER PROOFING FOR TOILET SUNKEN AREA

Submitted To:

IThe Project Manager

STUP Consultants P. ltd.
Godrej garden city project,
Jagatpur
Ahmedabad

L&T/GGClMlJ.OO2ISubmit. Date: 17.06.2011

L&TECCD,
Approval Reqd. by: GGC project,
Ahmedabad.

o
Source I Supplier:

Bostick

. . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._

. . . . .n

Aiff(jliefsunkeoareai..................................

Area of Application:

Sample
[kt"Catalogue
Statutory submission
Test Certificates
iB"'Mockup Details
Others:
Methodology

!!1
~

:~:ry::~~!~!?:!!i~~:~~!~:~~:::::::::::::::::::::::::::::::::::::::::::::::::::::::~:::::: ~
Contract Specification:
3mm thk APP reinforcement modified bltuminous membrane including primer coat,

Sample Spec.-;Jication:
As per the attached methodology.

DEVIATION

Reasons for Deviation if any:

YES

NO

L&TECCD Rep.

STUP Consultants
Sign &Da'.

Sign & Date

Tourching around the pvc pipeline, vendor not suggesting bcas of hole
formation and melting of pipe, Formation of groove in concrete wall for
termination of WP in not possible bcas groove provision not considered in
construction stage, reinforcement need to cut
Distribution to:

I STIlP

II

GPI

II

I I

Comments from Consultr.t:

Dist. Date:

Comments from Client:

K..........................................................................................................................................................................................................................................
).)
(\,
\

Approved

Approved with Reservations

IApproval Date:

Remarks:

56

./

LARSEN &TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Worle Methodology

Methodology for Water Proofing for toilet sunken area

(CERA-CHEM)

CONTENT
1.
2.
3.
4.
5.
6.
7.

Introduction and scope of works,

Material delivery and storage,
Resources,
Methodology of water proofing for toilet sunken area,
Quality control,
Safety,
Environmental,

1.0Introduction and scop~ of workS:

This document describes the work procedure for water proofing of toilet
sunken area in Godrej Garden City Project work. 1bis is prepared to
adopt for all the works in general conditions and if any uncommon
circumstances arise then suitable action will be communicated vide shop
drawing.

2.0 Material delivery and storage,

The following materials will be deployed for the activity,
1. Ceralastic compound Liquid A & powder B,
2. Ceralatex SBR,
3. Cera crystalline integral,
4. Cera Expan 250,
5. Cement OPC-53 Grade
6. River Sand
7. Water
3.0 Resources / ManI!ower & Tools.
The following tools and tackles will be required for this activity,
1. Mason trowel,
2. Wire brush,
3. Painting brush,
4. Mixing pan 10 liter capacity,
5. Morter pan,
6. Straight edge,
Revision no : 00

Prepared by: S.MAR/APPAN

Date: 25.05.2011

Quality Assurance

Approved By KGS REDDY

57

LARSEN &TOUBRO LTO.-ECCD

GODREJ GARDEN CITY PRO.IEeT - AHMEDABAD

Quality Management

Wolk Methodology

4.0 Methodology for water proofing for toilet sunken area~

1. Clean the surface and remove and all malba and flaked slurry from the

surface

2. RC sunken slab to be treated with water proofing shall be checked for

any leakage by water pounding for 24 hours

3. If any leakage found shall be marked and grouting shall be done.

4. "V" grooves shall be cut along the construction joint on wall - slab

joints and shall be fLIed with Polymer modified mortar admixed with

CERALATEX SBR @ 2% by weight of cement.

5. G.l. Nipple shall be fIxed if necessary at weak locations and pressure

grouting shall be carried out cement slurry admixed with expanding

,grouting additive CERA EXPAN 250@ 225gms per bag of cement.

6. ~Grouting should berepeated tiIlleakagd;arrested,'

7. Acrylic polymer based two-component water proofing system

CERALASTIC shall be applied in two coats on floor and wall.

8. Mixing ratio of Ceralastic is 1:1:S> (One part of Ceralastic- Liquid. One

part of water and five part of Ceralastic- powder).

9. The second coat shall be applied after the fIrst coat is dry. However it is

advisable to wait for 8 hours berore the second coat is applied.

1O.Polymer bounding agent CERALATEX SBR @ 2% by weight of

cement shall be mixed with neat cement slurry and applied as bounding

coat in all vertical members only.

11.The slab treated area shall be plastered using CM 1:4 admixed with

CERA CRYSTALLINE INTEGRAL @ 400 grro per bag of cement to

an average thickness of 20mm and cured for minimum 3 days.

12.Do the water supply & wastage line as per the plumbing methodology,
13.Complete the all plumbing work as per the drawing.
I4.Bore packing on wall shall be done after the pipeline have been aligned

& placed, using CM 1:4 polymer modified mortar admixed with CERA

LATEX SBR @ 2% by weight of cement.

IS.Above the bore packing two coat of the point no: 7 same to be applied.

16.The treated area shall be cured and tested by pounding water for at least

48 hours.

17. In case of any leakage after all these exercise we will go for injection

grouting with non shrink chemicals CERA EXPAN.~50@ 22Sgrns per

bag of cement.
.

Note: For sides the water proofing coating shall be extended up to a height

of 100mm above the FFL level.

ReVision no : 00

Prepared by: S.MARIAPPAN

Dale: 25.05.2011

4..

Quality Ass.urance

Approved By KGS REDDY

58

.'/

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Walk Methodology

5.0 Quality Control & Documentatio,!!:

1. Check list for water proofing,

6.0 Safety:

Ensuring good housekeeping and lighting.

Engage only expertise person for mixing the chemical.
Electrical equipment must be routed through ELCB only,
Use hand gloves for water proofing chemical mixing.
Obstacles to be cleared for shifting the materials to the work
spot

7.0 Environmental requirement:

Nose masks (iffequired) and Hand gloves (Rubber) sAell-be'used by
workmen onjob.

:-

Revision no : 00

Date: 25.05.2011

Prepared by: S.MARIAPPAN

.'

Quality Assurance
~pproved By KCS REDDY

59

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD
Block:
Floor Level:

51.no

lei

CHECK LIST FOR TOILET WATER PROOFING.

"'~'n(lk
f\PPL i(gpPAb~j.\j~ ':i.'s:r&MS <}

53.~.~n

frsJl

Description

r1oAll)'ptAINO. 102,..

ToMal
Location

Date

Signature

YES

NO

rr

Cleaning of the surface

Water pounding Test for 24 hrs

If leakage found do the grouting

~~V\C. rv'f. if))

. JM ~il4

WIP Coni

L&T ECCD L&T ECCD

STUP
E*ulion
OAIQC
Consultant

\V~ tt<T (,ot., .~

\
/

,l1/S 1'f\1/1' (rJ V

! 'M rr,(rot
ito/1
,.
I
L

f,

Base preparation

't<1r

, ti~l.:3
4

if

II~'L
".

2-~/ G
5

Nr.

--,;

Applying of water proofing coating.

(lot) ,V

M:r (,o~
~4r/~

..,/'

Protective piaster of minimum 15mm thick.

Bore packing willi C~groove or 12mm

around the pipe line & cui out

MA

Apply the sealant aroulld the groove

~~-+------~--~1-~~

10

If leakage found do the grouting

11 . After grouting do the pound lasHor 48 hrs

~- , ~ '''''''', """dIU

csrare, p.o, Box 278, Mumbal- 40 ...-. .:: .. ","...........,.."!!!

Web 't '
0001. Tel.. 261 8181/ 62 Fax; +022-262 0223
Sf e . 1\'ww.!arsentoubro.com

60

lARSEN &TOUBRO LTD.ECCD

MOCKUP APPROVAL

GODREJ GARDEN CITY PROJECT

Ahmedabad

QUALITY MANAGEMENT

L&T/GGCIMUOO3ISubmit. Date: 17.06.2011

No.
WATER PROOFING FOR TOILET SUNKEN AREA

Name of Work:

1111e Project Manager

STUP Consultants P. ltd.
Godrej garden city project,
Jagatpur
Ahmedabad

Submitted To:

L&TECCD,
Approval Reqd. by: GGC project, '
Ahmedabad.

Description of mock up : ..~.~!~!..~!'?~!.!~~..~~~.!?..!~~.~..~~.~.~~.~..~r.!!:

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

~S~o-u-rc-e~/~S~u-p-p~lie-r-:------~C~E~R~A~-~C~H~E=M~------------------------~

-g

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

Area of Application:

.................................................................................................................................-1

A1i"Toliefsunkenarea..,;....... . ....... ,,..........................

!!2
~

:~:&.::~~!~:~~i:~~:~:~~~:~~~:::::::::::::::::::::::::::::::::::::::::::::::::::~::::::::::

Sample

,6a" Catalogue

o
o

Statutory submission
Test Certificates
(jd""Mockup Details
Others:
Methodology

Contract Specification:
3mm thk APP reinforcement modified bituminous membrane including primer coat,

ill:nple Specification:
As per the attached methodology.

rs;(' YES

DEVIATION

Reasons for Deviation if any:

D
L&T ECCD Rep.

Sign & Date

NO
STUP Consultants
Sign & Date

Tourching around the pvc pipeline, vendor not suggesting bcas of hole
formation and melting of pipe, Formation of groove in concrete wall for
termination of WP in not possible'bcas groove provision not considered in
construction stage, reinforcement need to cut

~:!:JP~~I~I~G~p~!~~II~~~~~~~~II~~~~~~~~==~~~~__====D=ls=t.=Da=M=;========~
~

. . . . . . . . . . . .:.. . . .

y~

~.\\
SIGN

/'~~\J-

....

Approved

Comments from Client:

...................................................... .. ...........................................................
l~V
~OL P~O"".J...
MmJ~
~

J,;t, ,.fIt--

NAME

DATE

Approved w~h Reservations

SIGN

o ~ot

NAME

Approved

IApproval Date:

Remarks:

61

 LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT - AHMEDABAD

Quality Management

Wolk Methodology

Methodology for joint treatment between RCC & brick

work (Bostik sealant)
CONTENT
Introduction and scope of works,
Material delivery and storage,
Resources,
Methodology of joint treatment between RCC & Brick work,
Quality control,
Safety,
7. Environmental,

1.
2.
3.
4.
5.
6.

1.0 Introductiov. and scope of works:

This document describes the work procedure for joint treatment between
RCC & Brick work for both sides of wall in Godrej Garden City Project
work. This is prepared to adopt for all the works in general conditions
and if any uncommon circumstances arise then suitable action will be
communicated vide shop drawing.
2.0 Material delivery and storage,
The following materials will be deployed for the activity,

1. Seal 'N' Flex FC

2. Masking tape,
3.0 Resources I Manpower & Tools.

The following tools and tackles will be required for this activity,
1. Air blower,
2. Barrel Gun,
3. Wire Brush

Revision no: or

Prepared by: S.MARIAPPAN

<-

Date: 09.05.2011

,; ,

Quality Assurance

Approved By KCS REDDY

62

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

3.0Methodology for joint treatment between Rcc & brick work

01. Do the Plastering as per the methodology and provide the groove
of 6mm x 6mm in between RCC & brick work joint all around,
02. After curing the plastering start the joint treatment,
03. Clean the Joints to be sealed using suitable mechanical means for
removing Dust / Debris etc filled in the joints.
04. Blowout the Dust / Debris by using an Air Blower.
05. Ensure that the joint is Dry and totally free of Dust! Debris / Oil /
Grease Etc.
06. Fix masking tapes on either side of the joints. This would ensure
a neat finish of the joint and would not leave any sealant on
concrete road surface in case of any spillage of the sealant outside
the joint at the time of application.
07. Cut the Seal n Flex 1 sausage and apply the sealant on the groove
by manual application.
08.
':
Match the sealant on rcc & bw surface,
09. Remove the masking tape after one hour of tooling the sealant.
10. Allow the sealant to cure for at least 7 days.
11. Ensure that the sealant is not disturbed during the curing period.
12. The Painting work to be started after 7days from the application
of sealant.
5.0 Quality Control & Documentation:
1. Check list for joint treatment between RCC & BW,
6.0 Safety:

Ensuring good housekeeping and lighting.

Ensure lifeline before starting the work at height
Sufficient lighting to be provided at night work
All walkway platforms are 600mm (min.) and tied both
sides
7.0 Environmental requirement:
Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen on job.

Revision no : 01

Prepared by: S.MARIAPPAN

Date: 09.05.2011

Quality Assurance

Approved By KGS REDDY

63

LARSEN & TOUBRO LTD.-ECCD

MOCKUP APPROVAL

GODREJ GARDEN CITY PROJECT

Ahmedabad
QUALITY MANAGEMENT

No.

L&T/ GGC/MU-Q041 Submit. Date: 17.06.2011

Name of Work:

JOINT TREATMENT BElWEEN RCC & BRICK WORK

Submitted To:

The Project Manager

STUP Consultants P.ltd.
Godrej garden city project,
Jagatpur
Ahmedabad

L&TECCD,
Approval Reqd. by: GGC project,
Ahmedabad.

"0
Q)

Source / Supplier:

Bostick
{3
...............................................................................................................................
:m
...............................................................................................................................

ttl

!!l

A~U~:!~f~:~~~::~~~::~::~f.!~~:~~f.~:~~~~::::::::::::::::::::::::: ~

Area of Application:

D
M
D
D

Sample
Catalogue
Statutory submission
Test Certificates
56"Mockup Details
D Others: Methodology

Contract Specification:

NP
Sample Spec:ficatlon:
As per the attached methodology.

DEVIATION

DYES

Reasons for Deviation if any:

NO
STUP Consultants

L&TECCO Rep.

/'"'\

Sign & Oat\-.

Distribution to:

SllJP

II

GPI

II

Comments from Consultant:

II

Sign & Da~

"

Dist. Date:
Comments from Client:

~:_~_=~t~~~:=~_=:==::-_:=::~=:_-_:_=-_=-_-_-_-_:===-_::

(\/...............................................................................................................

..........................~ ....... ~...................................................................................................................

DATE

SIGN

Approved

Approved with Reservations

rnot~pproved

QS. 0 (,... ''VoL!

IApproval Date:

Remarks:

64

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CiTY PROJECT AHMEDABAD
Quality Management

Methodology for Water Proofmg for toilet sunken area

(MYK)
CONTENT
1. Introduction and scope of works,
2. Material delivery and storage,
3. Resources,
4. Methodology of water proofing for toilet sunken area,
5. Quality control,
6. Safety,
7. Environmental,

Introduction and scope of works:

This document describes the work procedure for water proofing of

sunken areaiin Godr~j Garden City Project work. This is prepared to;
adopt for all the works in general conditions and if any uncommon
circumstances arise then suitable action will be communicated vide shop
drawing.
2.0 Material delivery and storage,
The following materials will be deployed for the activity,
L
2.
3.
4.
5.
6.
7.

MYKTOPGUARED.
MYKWP-IO
MYK GROUT ADD
MYK latex 45 R
Cement OPC-53 Grade
River Sand
Water

3.0 Resources I Manpower & Tools.

The following tools and tackles will be required for:this activity,

1. Mason trowel,
2. Wire brush,
3. Painting brush,
4. Mixing pan 10 liter capacity,
5. Morter pan,
6. Straight edge,
Revision no : 00

Prepared by: S.MARIAPPAN

Date: 02.08.2011

Approved By KGB REDDY

65

LARSEN & TOLIBRO LTD.-EceD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

4.0 Methodology for water proofing for toilet sunken area.

1. Clean the surface and remove and all malba and flaked slurry from the
surface' ,
2. RC sU1~enslab to be treated for water proofing shall be ~hecked for
any leakage by water pounding for 24 hours
3. If any leakage found shall be marked then we will go for injected
grouting with MYK GROUT ADD-250grms per one bag of cement and
re-check for water pounding test
4. The surface should be clean, sound and free from loose particles,
5. If any contamination such as oil, grease etc is removed by mechanical
mean like wire brushing, vacuum cleaning.
6. After cleaning the surface, all the cracks and pot holes should be patched
with cement and bonding material MYK WP 10 with CM 1:4 (one
bag of cement -200ml of MYK WP 10).
7. After 2 hours first Coating of water proofing using within the mixing
of MYK
ratio 1: 3 (One part of MYK TOP GUARD liquid & three
TOP GUARD powder).First coat should be applied horizontal direction.
8. Before applying the first coat the surface to be SSD condition
Y. The second coat is applied in vertical direction as soon as the fIrst coat is
sufficiently hardened.
IO.After 48 hours, protective plaster up to FFL, minimum 15mm thickness
along with MYK WP -10 with CIv! 1:4, (one bag of cement - 200ml of
MYK WP-10).
lI.Complete the all plumbing work as per the drawing,
12.Do the bore packing for cutout using with MYK latex 45 R 200ml for
one bag of cement and CM 1:1.5:3 by volume (cement, river sand and
10mmCA).
I3.After the bore packing completion & harden, one coat ofMYK top
guard to applied on the bore packing area.
14.Hydro test to be done for 48 hours after curing time of bore packing.
I5.In case of any leakage after all these exercise we will go for injection
grouting with MYK GROUT ADD - 250grm per one bag of cement

part

Note: For sides the water proofing coating shall be extended up to a height
of IOOmm above the FFL level.

Revision no : 00

Prepared by: S.MARIAPPAN

Date: 26.05.2011

Quality Assurance

Approved By KCS REDDY

66

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT - AHMEDABAD

Quality Management

Work MethodologV

5.0 Quality Control & Documentation:

1. Check list for water proofing,

6.0 Safety:

..

Ensuring good housekeeping and lighting.

Engage only expertise person for mixing the chemical.
Electrical equipment must be routed through ELeB only,
Use hand gloves for water proofing chemical mixing.
Obstacles to be cleared for shifting the materials to the work
spot

7.0 Environmental requirement:

!fj

Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen on job.
,

Revision no : 00

Prepared by: B.MAR/APPAN

Date: 02.08.2011

Quality Assumnce

Approved By KGS REDDY

67

(9

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

CHECK LIST FOR TOILET WATER PROOFING. d=

,.

a l.. {L.,....,g)
Floor Level: B~~ C2' W\~)

BOck,

Sl.oo

Description

Hoc4vp Q!!I

Y
\j \3ro
M I'-c, __

7J1 ..

-
Signature

Toilet
Location

Date

YES

NO

W/P Coni..

L&T ECCD
Execution

L&T ECCD STUP

QAlQC
Consultant

1 . Cleaning of the surface

Water pounding Test for 24 hrs

If leakage found do the grouting

Base preparation

Applying of water proofing coating,

IProtective plaster of minimum 15mm thick,

v_-+___+-_---I__-+-__----I_'_ _+r--_'_4i;-JrJiL-'_'1dl7l-'hX'-;;f-~~~

__

.<f(

/cV5"

I!

Bore packing with CM-.diil!f~112mm

al'el:lfld ti,e pipe Ihle &: ~9I:It Qyt

\I

IA

Apply the sealant around the groove

~ ~
10

If leakage found do the grouting

'je

H'f f) ~t"rt:-5r

~XJ1J{)t)C~f'I 1=~ ~ tJ\lH ~

68

LARSEN &TOUBRO LTO.-ECCD

MOCKUP APPROVAL

GODREJ GARDEN CITY PROJECT

Ahmedabad

QUALITY MANAGEMENT

L&TI GGClMU-DD5ISubmil. Date: 05_08.2011

No.

Name of Work:

WATER PROOFING FOR TOILET SUNKEN AREA

Submitted To:

The Project Manager

STUP Consultants P. ltd.
Godrej garden city project,
Jagatpur
Ahmedabad

L&TECCD,
Approval Reqd. by: GGC project,
Ahmedabad.

Description of mock up : _~.~~.~!..~~.~.!.!~~..!~~.!'~.!!.~..~~~.~!.!'.. ~~...............................

MYK

Source I Supplier:

i.r:::
o

.!!!

Area of Application:

:!?:f.Y.::~~I~:?:~i:~~:~~!.~:~~!i.::

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . "*

D
ia

Sample
Catalogue
D Statutory submission
D Test Certificates
~ Mockup Details
kI Others: Methodology

Cl

Contract Specification:
3mm thk APP reinforcement modified bituminous membrane including primer coat,
Sample Specification: \
As per the attached methodology.

DEVIATION

DYES

Reasons for Deviation if any:

L&T ECCD Rep.

Tourching around the pvc pipeline, vendor not suggesting bcas of hole
formation and melting of pipe,Formation of groove in concrete wall for
termination of WP in not possible bcas groove provision not considered in
constructio!:l stage, reinforcement need to cut
Distribution to:

I SlUP

II

Gpi

II

Approved

Remarks:

NO

s~ Consultants
s'\&Date

Sign & Date '"

I I

Comments from Consultant:

Dist. Dale:
Comments from Client:

Approved with Reservations

Not Approved

lApproval Date:

' . n H . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .u . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .~ u . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...

69

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodologv

Methodology for Handrail fixing work

CONTENT
1.
2.
3.
4.
5.
6.

Introduction and scope of works,

Resources,
Methodology of handrail fixing
Quality control,
Safety,
Environmental,

1.0Introduction and scope of works:

This document describes the work procedure for handrail fixing work in
Godrej Garden City Project work. This is prepared to adopt for all the
works in general conditions and if any uncommon circumstances arise
then suitable action will be communicated vide shop drawing.

2.0 Resources I Manpower & Tools.

The following tools and tackles will be required for this activity,
1. Right angle
2. Tube level
3. Plumb bob
4. Line dory
5. Welding machine
6. Face shield

Revision no : 01

Prepared by: S.MARIAPPAN

Date: 13.03.13

Quality Assurance

Approved By KCS REDDY

70

LARSEN &TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

3.0 Methodology for Handrail fIXing:,

Balcony handrail
Level mark need to be checked and marked as per GFC drawing.
Fixing cover plate of size 80x60mm with a 10mm hole in the center to
the shear wall with 10mm anchor bolt
Fixing the fabricated handrail (60 x 40mm handrail & 25 x 25mm
baluster ) to the cover plate as well to the up -stand beam with tack
welding at necessary location
Level, line and plumb need to be checked,
Final welding and filling to be done to attain the required finish and
quality.
Up-stand beam to be cast as per GFC drawing to attain clean finish to
the interior as well to the exterior.
Staircase -Handrail.

Kota stone marking to done as the drawing and Hole to cut on the steps,
Pre-fabricated railing bottom section need to be weld on the fixed base
plate.
Line and level need to be ensure properly as per the drawing.
The mid landing and landing locations level and line to be ensure as per
the drawing.
4.0 Quality Control & Documentation:

Check list for Handrail work.

5.0 Safety:

All people will have to follow the safety procedures as per

the project safety plan.
Ensuring good housekeeping and lighting.
Do the marking of all machinery moment as required,
6.0 Environmental requirement:

Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen on job.
Revision no : 01

Prepared by: S.MARIAPPAN

Date: 13.03.13

Quality Assurance

Approved By KCS REDDY

71

".",:

CHECK LIST FOR FIXING OF MS RAILING,

p~:r

ZJ f bk,c-k

location:

4-44\J~
-4+~~.LT

Drawing Ref:

. ".

-~.

/'

Hight of MS Railing

._.-_._._--

".-.-.

..

-_P-_._-

_. --

Signature

-.~--

".-~-

.. -..

.".

-~~-

....

---

1-

.......

"--.""-

living
bal
.. - ..... _-

,_."

.......

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w_ ._._ ._.'__

._._- _.--_._"

".

--

.-

...

.- ..~".

..

...

"_.

..

._.

.....

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..

---'

..,

.~

.-_..

_-_.-.

--,

-.~-

-
. ".'

>

\(~jf

--~~,~---------~

'.

Living
MBBAl "Kbal
bal

..

~L___\ ~.--. .- --.... _.._ . __ .........

STUP

.. _.........

.. ' ...

\/1 --~

l&TECCD

..

--,.,-"---,_. _.--.-

Joint Finishing between MS Railing

& Upstand

-_ _._--..

..

.--- ...--.-- - - - _ .. -------

__

.... .

'~-

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\/

Kbal

'

.2."\~U/L '

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V
.

Fixing Details for MS Railing

... ...

...

---.~ -.~.--.-

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~ .'\/i

Plump of MS Railing
;G~

1--

'V

level :

._-----_.

-.- ... .

Line oF;MS Railing

:J ~

Living MBBAl
bal

Kbal

_.

~ ~

'~

...

...

Location of MS Railing

"

-_ -_._-.

.. ' r '

--~-'-

Living
MBBAl
bal

Kbal

MBBAl

Block:

Up

_._---_.

...

.t9.~a-=.~ ..:.~,.L. -

Location

Slno

~t

-.

Ma~

fB- o~tf

Date:

~44-2--br

Plot NO

LARSEN & TOUBRO LTD.-ECCD

BUILDINGS & FACTORIES INDEPENDENT COMPANY

GODREJ GARDEN CITY PROJECT - AHMEDABAD

l1..

_'iN
.

.
/'

72

LARSEN & TOLIBRO LTD.ECCD

MOCKUP APPROVAL.

'iClPIlEJ GAAOEN CITY PROJECT

Ahmedabad
QUALITY MANAGEMENT

L&ilGGClMU-007ISubmit. Date: 25.08.2011

No.

Name of Work:

Handrailing fixing for balcony.

The Proler.:~ Manager

IGodrej garden city pr\))ect,

!Jagatpur
Ahmedabad

Submitted To;

:S"~\.f~?,.C~~~,~.aitants ~~ tt~~

Approval Reqd,

~y~

h)l,f ,1\:''";:CO.

IGGC prni~t,
Ahmedabad.

!!?r...~.~~~.~.Y...~~~.!!........................................

Description of mock up: ..!':!.~!~fi! ..!?!.!:!~~.~.~!~~..

Sample
Catalogue
Statutory submission
D Test Certificates
[i3""Mockup Details
M""'Others:
Methodology

i)

~--~~--~----------------------------------------~ ~
Source I Supplier:
.::::::.::::::.::::...................................................................................................... (.)

Area of Application:

Contract Specification:
50mm MS & 20 mm Ms pipe

Sample Specification:

60 x 40 mm & 25 x 25 mm MS tube

DEVIATION

YES

Reasons for Deviation if any:

NO
STUP C~~Ultants

L&T ECCD Rep.

As per the approved drawing no :

Sign & DaU,

Sign &
?,.'

Ie
\\.

G-440-LT - R1,
G-442-LT - R1
G-444-LT - R1
Distribution to:

II

\ _STUP

C;PI

11'---_------'1 1'---_----'1

Comments from Consultant:

~~4('\

Sl~~~'
D

Approved

NAME

D.

Dlst.DaC

Comments from Client:

()

l(A+WL~I\1-H'Y1A
Approved with R.aservations

I f\ /
DATE

SIGN

tLAPproved

~;VI'\f

NAME

~:::e(U(
!Approval Date:

I
V
J..-blo11,...,,/

DATE

Remarks:

73

LARSEN &TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

Methodology for Tiling work

CONTENT \.
1.
2.
3.
4.
5.
6.
7.

Introduction and scope of works,

Material delivery and storage,
Resources,
Methodology of Ceramic tile flooring,
Quality control,
Safety,
Environmental,

1.0Introduction and scope of works:

l

This document describes the work procedure for tiling work in Godrej
Garden City Project work. This is prepared to adopt for all the works in
general conditions and if any uncommon circumstances arise then
suitable action will be communicated vide shop drawing.

2.0 Material delivery and storage,

The following materials will be deployed for the activity,
1.
2.
3.
4.
5.

Ceramic floor tile Johnson & Nitco Tile,

Cement OPC-53 Grade
River Sand
White Cement,
Water
3.0 Resources I Manpower & Tools.
The following tools and tackles will be required for this activity,
1.
2.
3.
4.
5.
6.
7.

Mason trowel,
Plumb bob
Right angle
Thread line
LeveIPipe,
Tile Cutter,
Measuring Tap,

Revision no : 02

Prepared by: S.MARIAPPAN

Date: 05.08.2011

Quality Assurance

Approved By KCS REDDY

74

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

4.0 Methodology for Tiling.

01. Checking the tile for approved brand, shade, free from cracks,
crazing spots, batch number, chipped edge and comers
.
02. Drying, cleaning ~d mopping the base
03. Making the top le~el of flooring with water level or leveling \
instrument
04. Spreading of CM 1:4 average thicknesses of 20mm should not
less than 1Smm on single point, tamping and correcting to proper
level and allowing it to harden sufficiently to offer a fairly rigid
cushion for the tiles.
05. The tiles previously soaked in water (in case of ceramic tiles) to
be cleaned and to be fixed on the mortar surface one after another.
Each tile to be gently tapped with wooden mallet till it is properly
bedded and in level with the adjoining tiles
06. Tht:( joints shall be kept in as thin as POSS1ble and in straight,1ine or
suit to the required pattern
07. The surface of flooring during laying to be checked with a straight
edge for about every 2m
08. Where full size cannot be fixed, these tile shall be cut to required
size and their edge to be rubbed smooth to ensure straight and true
joints,
09. Before laying the skirting tile do the hacking on the skirting tile
area.
10. Tiles adjoining the walls shall enter not less than 10mm under the
plaster I skirting or dodo
11. Cleaning the joints to a depth of 2 to 3mm with putty blade,
12. Curing the floor for 7 days
13. Flush pointing the joints with cement paste added with pigments
to match the color of tiles
4.1 DODOING
1. Do the rough plastering for all brick work with CM 1:4,
2. Above the rough plastering I RCC surface with hacking do the plastering
thickness of 10mm with CM 1:4,
3. Apply the cement paste on the back side of tile and put the tile on the
wall from starting of tile point, (Ratio of Cement & RlSand 1: 1)
4. Sfartfug tile plump, lirie & leveltobe eiisure,c
5. Each tile to be gently tapped with wooden mallet till it is properly
bedded and in level with the adjoining tiles.
Revision no : 02

Prepared by: S.MARIAPPAN

Date: 05.08.2011

Quality Assurance

Approved By KCS REDDY

75

LARSEN &TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD
Quality Management

Wolk Methodology

6. Ensure the Finished

floor & wall tiles shalf not sound hollow when
tapped with wooden mallet.
~

5.0 Quality Control & Doc~l1entation:

1. Check list for tile layout,

6.0 Safety:

Ensuring good housekeeping and lighting.

Engage only expertise person for cutting the tile and proper
machine for cutting
Electrical equipment must be routed through ELCB only
Obstacles to be cleared for shifting the materials to the work
spot
7.0 Environmental requirement:
~

Nose masks

required) and Hand gloves (Rubber) shell be used by workmen onjob.

1-<"""'<''''''' no : 02

Prepared by: S.MAR/APPAN

Date: 05.08.2011

Quality Assurance

Approved By KCS REDDY

76

LARSEN & TOUBRO LTD.-ECCD

BUILDINGS & FACTORIES INDEPENDENT COMPANY
GODREJ GARDEN CITY PROJECT AHMEDABAD

~-'~-=r

Area I Building:

_./t:).
l
ru b ~
1'ftf7Ji

Block:

~- 4-bo

:"."'1

Drawmg Refl.. No:

~._A.r.!f

G _ ~2....,

'MoJwfJ
7

Checklist for Wall Tiling

- T~I;"..t 1
-

...J. I
Level: Z ~ tJ/L.

_ '~\Qt--.2,.

. - - - - - ----~-~15_6~(;-,:+

Plot no : .

k-btn<:m~~+ I('1.;\:kM~W)~L~ N't.dtuW~ lJ11 '

Location

to- o&....l}

Date:

-;o1l~ L..

/1 .

I,

wall Location
CHECKI

Room Size
Diagonal

.~D:3oi\JO.

Signature

L&T ECCD Site Engineer with

[:
Datemme
:"1

~
Post check

Tile LaIno:

'.'

~url

Tiles Joint

AU\

J~~{\'f

'~o~~ .

STUP sign with Datemme'

vL ,..(

,'t'\~J ~r tt

f.. Undulances

It check I

Slope on
flooring
Overall
workmanship

i;i,

---

-=r '-t.-td+

~~

Flii I I~ 11.J:;d-/ I - I
-y

..,

Signature

--!'--I--4I-:.-4--1-----1---/

I----l--I----I--+---I---+-:---ii--l

Level
Shade Variation

CuLJIf VI

/1 vI V1~~~~~\;.~Y1~)-~~Lt;rbh ,~\I

Vertical Joint
Plump

~~

"'T~~\!,QL11~f'l

-~-~ .

"

~~~,;r!?~

?/.p~ "".
STUP sign with Datemme

77

9'
Block

Plot no :
,

'

Name of the: Room

,i

Level
Signature

Room Size
Diagonal

POST

Q~'S

/j

../

~3?

l'-il7 Gl.Oy
\

~ &T~

-t~,...

Jtf"l....

"'!?>

1.\1.-

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tN

, fl..,L

,~

~ .~~ 't)\L

.-6\L

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Nko

"t::

Jc~

t--

Sldrtingline

<.l~,' ~

'\~~

A~~ \/

~~1- V- ~\~ ~~- <1:~ ,,)

~ 6\,..

, Overall
, workmanship

U!L.."

9:P

19...0~

~c3

,~

s~ ~!e

"

Post check

(Skirting top
. finishing ,

~?,'.

y~4

IteEnglneerwlthDate!Time

:Undulances

'Shade Variation

~...g-.-u

Date:

V'"

~ ",,\JL.. .'()\L

Level

IMIO ~\~ !i',~ I~~ ~~ ~~\(()~ ~c\G~ \~ I) ~ \~~ t>t9d

V
/
V
'\.., V
V
V"
V
V
Y
V
V"

TIles Joint

CHECK , Skirting
Thickness

"

Level:.!Z

t-I-'

'-"

5: c,....f,"ttJ

:.i~;\ i I!.,.,t.\..r
\J\' -....

fta--:A

Tile Lot no:

,!)a1Jt;; ...20~
'~ 1

Bed Thickness

, PRECHECK

...

Drawing Ref/. No:

.::rbk\~
::f~,

Building

J1cJ.u.J);

Checklist for Flooring

'P~I

Areal

"

LARSEN & TOUBRO LTD.ECCD

BUILDINGS & FACTORIES INDEPENDENT COMPANY
GODREJ GARDEN CITY PROJECT. AHMEDABAD

r)~

V'

""",.

~~

t\l ~

~\t

~\~~~t0.~~ /

~
~

.~;;::-

1;""

V-- 'i -

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"

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,....

~/

..

JJ)s sMi'rV1"'"' '

.J.n.
r<IV

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V ...

\ r....

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C~""f'
r-

"

/'

STUpdt~~ n('~
.-

;ft,-"

78

lARSEN &. TOUBRO LTD.-ECCD

MOCKUP APPROVAL

GODREJ GARDEN CITY PROJECT

Ahmedabad
QUALITY MANAGEMENT

L&TI GGC!'''U-009! Submit. Date; 29.09.2011

No.

Name of Work:

TILING WORK

Submitted To:

The Project Manager

STUP Consultants P.ltd.
Godrej garden city project,
Jagatpur
Ahmedabad

. ..

L&.TECCD,
Approval Req\ by: GGC project,
Ahmedabad.

Description of mock up: ..~!~.?'~!.~.9..!.~!~ ~ ~~!! ~~~~.~~9..~~r.!:t........................................

..

o
o

Sample
Catalogue
Statutory submission
Test Certificates
~ockup Details
~thers:
Methodologv

o
o

Source I Supplier:

Area of Application:

46~e~~~~

Contract Soecification:

F=~==~==~~-~-----------------------------~-------------------.-----4
Vertified lIoor tile, Ceramic floor & wall tile

Sample Specification:
do

~----~-----~-----~I--------~/--------~
0
rI"
DEVIATION

YES

Reasons for Deviation if any:

NO

l&T ECCD Rep.

"-I
Sign & Dat\"v

S1UP Consultants

Sign & Date

Distribution to:
Comments from Consultant:

~APproved

Comments from Client:

D~o

Approved with Reservations

Approved

IApproval Date:

Remarks:
, " n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~.un n . n H

.....

~ . . . . uO....................... ~.~_

u~ ...... ~:-:...;... _ ...... ~_;.; .:- _ -.;.;._ _.... _ _ _ _ .;..,;.~ . . . . .-;.;~ ~.~.;,. . . . .-;.;..:..

79

LARSEN &TOUBRO LTD.ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Wo'* Methodology

Methodology for Counter Table Top Fixing

CONTENT
1. Introduction and scope of works,
2. Material delivery and storage,
3. Resources,
4. Methodology of Kitchen table top fixing,
5. Quality control,
6. Safety,
7. Environmental,
1.0Introduction and scope of works:

This document describes the work procedure for kitchen table top fixing
in Godrej Garden City Project work. This is prepared to adopt for all the
works in general conditiQns and if any uncommon circumstanc~s arise
then suitable action will be communicated vide shop drawing. ~
2.0 Material delivery and storage,

The following materials will be deployed for the activity,

1. 25 mm thick Kota stone,
2. Granite jet Black,
3. Janatha paste,
4. Cement,
5. River Sand,
6. Water,
3.0 Resources / Manpower & Tools.

1.
2.
3.
4.
5.
6.
7.

The following tools and tackles will be required for this activity,
Mason trowel,
Plumb bob
Right angle
Thread line
Cutting/Grinding machine
Spirit level
Measuring Tap,

Revision no : 03

Prepared by: S.MARIAPPAN

Date: 13.03.13

Quality Assurance

Approved By KCS REDDY

80

LARSEN &TOUBRO LTD.ECCD

GODREJ GARDEN CITY PRO.IECT AHMEDABAD

Quality Management

Work MethodologV

4.0 Methodology for kitchen table tOR fIXing.

01. Mark the kitchen table top on the flooring,

02. Locate the Kota stone on the flooring & fix the kota stone
vertically & right angle with wall as per the drawing using with
CM 1:3,(stone is uniform thick for all vertical member)
03. Check the plumb, line and level for all vertical stone,
04. After one day, Fix the table top ( Kota Stone 25mm thick) using
with janatha paste above the vertical Kota stone,(if brick work or
RCC supports are there, ensure the bearing of counter slab as per
the site requirement, some locations like toilet counter,)
05. Make sure that joint of top is at center of the vertical Kota stone.
06. Make the sink opening as per the requirement,
07. Fix the approved Granite (Jet block) table top with CM 1: 5 above
the Kota stone.
08. Nosing and chamfering as per drawing,

,09. Ensure level of granite top as per the requirement,

10. Fix the fascia ofjet block granite using with Janatha paste as per
the drawing.
11. Do the cleaning and pointing as per the requirement. Color of
pointing to be match with the granite.
12. Note in toilet counters top stones are as per the drawing and
approved stones.
5.0 Quality Control & Documentation:

1. Check list for Counter table top fixing,

6.0 Safety:

Ensuring good housekeeping and lighting.

Engage only expertise person for cutting the stone and .
proper machine for cutting
Electrical equipment must be routed through ELCB only
Obstacles to be cleared for shifting the materials to the work
spot

7.0 Environmental requirement:

Nose masks (if required) and Hand gloves (Rubber) shall be used by
workmen onjob.
Revision no : 03

Prepared by: S.MARIAPPAN

Date: 13.03.13

Quality Assurance

Approved By KCS REDDY

81

~.

LARSEN & TOUBRO LTD.-ECCD

BUILDINGS & FACTORIES INDEPENDENT COMPANY
GODREJ GARDEN CITY PROJECT. AHMEDABAD

CHECK LIST FOR KITCHEN TABLE TOP

::r b k~\t. ~ P\~ ,.::]: -

Location:

~03

Bp- +\\0 ~Rl

. Drawing Ref:
,.

Sl.no

t<ikb De-k.':U. _

Flat no:

:r

Block.~

'

Date:

'b-oq_)f

Level:'.Q~ ~,f.

bt~Jr _

&03

~~\'J;;

-,,'

MOUL ~lf>

Decription
i;

-~

Settingiout of Table top layout

Top leYe.1 of table top

Vt\

V'~~~

,.

~VerticaUty of Kota Stone

~-,",fJ,r

,I

,v.'

Location of Sink

Top

Nosingiand chamfering

Facia

V~

Gt~mite Joint

V}J

1','

V#
~~.1"~\e.- ~

Gas pi,~e Sleeve ( Holes)

i

Signature
L&TECCD

STUP )

-~
-

~
(,sl'f

"

'

6~ \ ~I U

~o

..

"

82

.9

LARSEN & TOUBRO LTD.-Ecce

MOCKUP APPROVAL

GODREJ GARDEN CITY PROJECT

Ahmedabad

QUALITY MANAGEMENT

L&TI GGC/MU010 I~l!bmit. Date: 29.09.2011

No.

Name of Work:

Kitchen Table top fixing

Submitted To:

The Project Manager

STU~ Cons.ultants P. ltd.
Godrej garden city project,
Jagatpur
Ahmedabad

L~TECCD,

Approval Reqd. by: GGC project,

Ahinedabad.

Description of mock up: ..~.!!~~!~ ..~!:!~.!!.~~p'..!!?!:j.~.!1. ...................................................................

Q)

SQurce I Supplier:

. ~.~~..~.!~!?~..~.~.!~..~!~.~!........................................................................

.!!l

:~~!::~~!~~~~:~~~:~~:!~p.I~~!~~~~::~:~~~!:::::::::::::::::::::::::::::::::::::: ~

Area of Application:

Sample
Catalogue
Statutory submission
Test Certificates
~ockup Details

o
' o
o

TI

Q)

M~Zhhl.__

SI

Black Granite & Kadappa I kota stone

"

S'lmple Specification:
do

?'NO

DYES

DEVIATION

Reasons for Deviation if any:

STUP Consultants

L&T ECCD Rep.

Sign!!. Date

~&Date ,

Distribution to:

LSJ~I

GPI

11

Comments from Consultant:

r--~

Dist. Date:

Comments from Client:

. .. r. A~L . . . ..eJJ
... . .
.srV

v..~rr

rvI'

NAME

Approved

NJt--fJSY\
Approved with Reservations

SIGN

1./
./!7_

o 4t ~proved

9vNIt
NAME

M",...,J ~

DATE

l 0. pall

!Approval Date:

Remarks :

83

LARSEN &TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT - AHMEDABAD

Quality Management

Work Methodo/bgy

Methodology for Water Proofing for toilet sunken area

\\

(NINA1

CONTENT
1.
2.
3.
4.
5.
6.
7.

Introduction and scope of works,

Material delivery and storage,
Resources,
Methodology of water proofing for toilet sunken area,
Quality control,
Safety,
Environmental,

1.0Introduction and scope of works:

, 1 '

This document describes the work procedure for water proofing of

sunken area in Godrej Garden City Project work. This is prepared to
adopt for all the works in general conditions and if any uncommon
circumstances arise then suitable action will be communicated vide shop
drawing.
2.0 Material delivery and storage,

The following materials will be deployed for the activity,

1. NIOPOL,
2. HYDROGROUT,
3. WETTITE,
4. PROOFSOL.LWP,
5. Cement OPC-53 Grade
6. River Sand
7. Water
3.0 Resources I Manpower & Tools.
The following tools and tackles will be required for this activity,
1. Mason trowel,
2. Wire brush,
3. Painting brush,
4. Mixing pan 10 liter capacity,
5. Morter pan, .
6. Straight edge,
Revision no : 00

Prepared by: S.MARIAPPAN

Date: 05.10.2011

Quality Assurance

Approved By KGS REDDY

84

LARSEN &TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

4.0 Methodology for water proofing for toilet sunken area.

1. Clean the surface and remove and all malba and flaked slurry from the
surface.
2. Pounding the slab with water for 24 hours to indentify existing leaking
spots, marking the same and grouting all such leakage spots,
construction joints, honeycomb locations and cracks etc. if any leakage
founds then grouting the same with "Hydrogrout" crystalline based non
shrink cementitous grout to full saturation with gravitational pressure or
grout pump as per our judgment.
3. Making cavity covings (Wattas) at the junction of walls and slab.
4. Applying two coats of Ni-O~Pol acrylic polymer modified cementitious
coating to the RCC slab and extending up to 100mm above the FFL on
the vertical surface second coat.
shall
,be
' applied
after first coat has dried
and brush stokes shall be perpendicular or at right angles to each other.
5. After 24 hours of NIOPOL coating, laying waterproof and protective
screed !Plaster of average ISmm thk. In one coat to the floor and wall up
to 100mm ht from FFL in cement mortar (1:4) including and mixing
Proofsol LWPI Plastocrete Plus integral waterproofing compound @
100ml per bag keeping the surface rough to receive further finishing.
6. Do the water supply & wastage line as per the plumbing methodology,
7. Complete the all plumbing work as per the drawing,
8. Bore packing: Grouting and sealing around the periphery joints of pipe
by filling micro concrete of sika I Fosroc in the gap between the cut outs
in the slab and the pipe surface and applying "Comproof wettite" SBR
based water borne liquid applied seamless treatment in two coats around
the periphery joints of the pipes at the top etc.
9. Final Pounding should be done for 48hrs. if leakage found then
grouting to be done as per the point no :02

.'

Note: For sides the water proofing coating shall be extended up to a height
of 100mm above the FFL level.

no:OO

Prepared by: S.MARIAPPAN

Date: 05.10.2011

Quality Assurance

Approved By KCS REDDY

85

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD
Quality Management

Work Methodology'

5.0 Quality Control & Documentation:

1. Check list for water proofing,

6.0 Safety:

Ensuring good housekeeping and lighting.

Engage only expertise person for mixing the chemical.
Electrical equipment must be routed through ELeB only,
Use hand gloves for water proofing chemical mixing.
Obstacles to be cleared for shifting the materials to the work
,spot

7.0 Environmental requirement:

Nose masks (if required) and Hand gloves (Rubber) shell be used by

workmen on job.

Revision no : 00

Prepared by: B.MARIAPPAN

Date: 05.10.2011

Quality Assurance

Approved By KGB REDDY

86

LARSEN & TOUBRO LTD.ECCD

GOOREJGAROEN CITY PROJECT AHMEDABAD

n
CHECK LIST FORTOILET WATER PRPOFIt\lG .
~~~.__~6~,W~~i+--r______~~____~+~~l~~~_~~f.~'~~~'~~~~_
Floor Level : _ _....::Q~_I"---fJMLl.1~~.y"'_~_~\J'_~lJ\~
~
_ _----JA:...lI!J:...LrI'-!::rb~~Fr>--:...L"-\;:(-..::.'fJ~(tI.;...:...I}.::!...~
,
Q
'
~

81.no

Description

Cleaning of the surface

Water pounding Test for 24 hrs

Signature

Toilet
Location

Date

YES

1:2101, t-.rr

NO

W/PCon/.

STUP
L&TECCD L&TECCD
Execution . QA]QC
Consultant

v ..... rlt.. .1'"

~ I/kk
\1\.--1 ' t ... 'I v

f\

Base preparatIon

Applying of water proofing coating.

IL/

I}.-

lf~

\ r11

re packing with eM including groove of 12mm

und the pipe line & cut out

1
,..

o/L.d.i l
9

10

11

"

1Apply the sealant around the groove

Water pounding Test for 48 hrs

Iflea,~age found d()th~grouting .

After grouting do the pound test for 48 hrs

I~-

'~"

Q""

~~

1'-'

.",

~--~------~~~--~~----+-----+-----+-----i
<,.~ ..

87

LARSEN &lOUBRO LTD.-ECCD

MOCKUP APPROVAL

GODREJ GARDEN CITY PROJECT

Ahmedabad
QUALITY MANAGEMENT

L&T/GGCIMU-011 Submit. Date: 08.10.2011

No.

Name. of Work:

WATER PROOFING FOR TOILET SUNKEN

ARE~

The Project Manager

STUP Consultants P. ltd.
Godrej garden city project,
Jagatpur
Ahmedabad

Submitted To:

L&TECCD,
Approval Reqd. by: GGC project,
Ahmedabad.

Description of mock up : ..~~.~.~.~.. ~!~.~.!.~~~..!.~~.!.~.~~.~~..~~.~.~~.~.. ~~~~ ...............................

"0
Q)

..~.~~.~..~.~.~~~~~~.. :?.Y.~~~~.~.. ~Y.!: .. ~I!?.............................................

Source / Supplier:

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

:a::
ell

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

.!!!.

All Toilet sunken area &

iii
...............................................................................................................................
115
.pry..~':lI.c:.().rl.Y~~.~.I<.E!.[j.':l~~13:.......................................................
0

Area of Application:

o Sample
o Catalogue
o Statutory submission
o )"est Certificates
~ Mockup Details

[W=:ctJeu~l?y

Contract Specification:
3mm thk APP reinforcement modified bituminous membrane including primer coat,

Sample Specification:
As per the attached methodology.

~YES

DEVIATION

I
Reasons for Deviation if any:

NO
STUP Consultants

L&T ECCD Rep.

Sign & Date

Sign & Date

Tourching around the pvc pipeline, vendor not suggesting bcas of hole
formation and melting of pipe,Formation of groove in concrete wall for
termination of WP in not possible bcas groove provision not considered in
construction stage, reinforcement need to cut
Distribution to:

1 SllJP

II

GPI

IL-I_------'11

Dis!. Date:

L -_ _- - '

Comments from Consultant:

Comments from Client:

. . . . (h.c.(/<~cl . . .g . . . . . fJf.p.P...9..y.e. . d . . . . .. . . . . . . . . . . . . . ~~ . . ~.~. . . ~ . . ~~

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~;i3. . . . ~~cJ:.~I;;{f. . .~ .
.................................................................................................................................................................(Z.. . .ij;.. .~. . . ~I.~7. . . ,.:~;. .L;?
OV} NLS)1

Ik.-tlJJ1.J,cM
SIGN (

J<1'" 7J

Approved

NAME

DATE

Approved with Reservations

! 't. ./

[()'l(dj
SIGN

~ ----,,!AME

S)...J,./lL-'[

M...p...J:JC:"JC.r

"
DATE

J
(.Q,

~. :::2.c.q

IApproval Date:

Remarks:

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

88

LARSEN & TOUBRO LTD.-ECCD

GODREJGARDEN CITY PROJECT AHMEDABAD
Quality Management

Wolk Methodology

Methodology for Water Proofmg for toilet sunken area

,(PIDILITE)
~
\

CONTENT
1.
2.
3.
4.
5.
6.
7.

,.

Introductiori and scope of works,

Material delivery and storage,
Resources,
Methodology of water proofing for toilet sunken are~,
Quality control,
Safety,
Environmental,

1.0Iniroduction and scope of works:

This document descAbes the work procbdure for water prciofing of
sunken area in Godrej Garden City Project work. This is prepared to
adopt for all the works in general conditions and if any uncommon
circumstances arise then suitable action will be communicated vide shop
drawing.
2.0 Material delivery and storage,
The following materials will be deployed for the activity,
1. Dr. Fixit Pidifin 2k,
2. Dr.Fixit Pidicrete AM,
3. Dr.Fixit Pidigrout 5M,
4. Cement OPC-53 Grade
5. River Sand
6. Water
3.0 Resources I Manpower & Tools.
The following tools and tackles will be required for this activity,
1. Mason trowel,
2. Wire brush,
3. Painting brush,
4. Mixing pan 10 liter capacity,
5. Morter pan,
6. Straight edge,
Revision no : 00

Prepared by: S.MARIAPPAN

Date: 12.09.2011

Approved By KCS REDDY

89

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

..

'

4.0 Methodology for water proofing for toilet sunken area.

1. Cr~an the surface and remove and all malba and flak~d slurry from the .
surface
\
2. RC sunken slab to be treated with water proofing shall be checked for
any leakage by water pounding for 24 hours.
;
3. If any leakage found shall be marked and grouting shall be done with
usage of Dr.Fixit Pidicrete AM. ( Mixing ratio 225 grm per/50 kg of
cement)
4. Grouting should be repeated till leakage arrested,
5. The surface should be clean, sound and free from loose particles,
6. After cleaning the surface, all the cracks and pot holes should be patched
with Dr.Fixit super latex (Super Latex: Water: Cement, 1:4:7).
7. Apply the first coat of Dr. Fixit pidinfin 2k polymer modified
cementitious waterproofing coating (Mixing Powder: Liquid, 2: 1 py
weight) and allow to dry for 4 - 6 hours.
8. The second coat is applied in vertical direction as soon as the first coat is
sufficiently hardened.
9. After 24 hours, protective plaster of minimum 15mm thickness along
with CM 1:4,
10.Do the water supply & wastage line as per the plumbing methodology,
11.Complete the all plumbing work as per the drawing,

12.Do Bore Packing with Dr.Fixit Pidigrout 5M,

13.Final Water pound test can be done after 24 hours of curing of bore

packing for the period of 48 hours.

14.In case of any leakage do the grouting for the point no : 3,

Note: For sides the water proofing coating shall be extended up to a height
of 100mm above the FFL level.

Revision no : 00

Prepared by: S.MARJAPPAN

Date: 12.09.2011

Approved By KCS REDDY

90

LARSEN &TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT - AHMEDABAD

Quality Management .

Wolk Method%Qll

5.0 Quality Control & Docume~tation:

1. Check listJor water proofing,

6.0 Safety:

Ensuring good housekeeping and lighting.

Engage only expertise person for mixing the chemical.
Electrical equipment must be routed through ELCB only,
Use hand gloves for water proofing cherirical mixing.
Obstacles to be cleared for shifting the materials to the work
spot

7.0 Environmental requirement:

Nose masks (if required) and Hand gloves (Rubber) shell be used by
j
workmen on job.

Revision no : 00

Prepared by: S.MARIAPPAN

Date: 12.09.2011

Quality Assurance

Approved By KCS REDDY

91

~------------------------------------------------~,----------------~
LARSEN & TOUBRO LTD.-ECCD

GODREJGARDEN CITY PROJECT - AHMEDABAD

f':" "'I. . !-l-=_.:. . .J.. Ji!j.k4p;.LC~H~E.!. . .: .C: f"k. .,.l_IS-:-cTt-FO_R-r-TO_I_lE_T- : :W; ;:-'AL~-! -ER~.~P.! : : O: :! :'.O~F..--!----'Dr~.__!.p_L~~\--_"'_.
~.IN_G~

__

Block :-.'_ _

Floor Level : - _ _ _ _----i-i?..L7_J:::-\-J(fl4WL:::..:!:!..l.-.-_ _

Sl.no

Description

Toilet
Location

Date

&!2~~'-,;;L,

"I..-..._ _ _ _ _ _ _ _ __

Signature
NO

YES

C n1
W/P 0..

L&T ECCD
Execution

L&T ECCD
STUP
.OAJQC
Consultant

Cleaning of the surface

Water pounding Test for 24 hrs

Base preparation

Appiying of water proofing coating.

Protective plaster of minimum 15mm thick,

Iti~~

"\

~~~
V

G!.'-

.\ I I

I,',',J 17

'.
-t"

"'\

~---4,~-----+-~"-+----+-----~~~J--~-----,~~~\',"~'

Bore packing with eM including groove of 1iIMI

dfOtllid tRS ~ille liil\il=<t CJt.t

Apply the sealant around the groove

r\

"

\x

t~t{!{

Water pounding Test for

10

If leakage found do the grouting

11

After grouting do the poynd test for 4& hrs

IL1~'

/'

"

~----+------+----4-~--~----+---~~-----+------1

92

LARSEN & TOUBRO LTD.-ECCD

MOCKUP APPROVAL

GODREJ GARDEN QTY PROJECT

Ahmedabad
QUALITY MANAGEMENT

L&TI GGClMU-012!Submit. Date: 08.10.2011

No.

Name of Work:
WATER PROOFING FOR TOILET SUNKEN AREA
~
F===========~=P-~~~~===================r======~===r======~=====~
\ The Project Manager
. \
\ STUP Consultants P. ltd.
\
L&TECCD,
Godrej
garden
city
project,
Approval
Reqd.
by: GGC project,
Submitted To:
Jagatpur
Ahmedabad.
Ahmedabad
Description of mock up : ..~~!~!..~~~!.\~S . !.~.r..!~.!~!:!..;?~.~.~!:.~.. ~~~ ...............................
Source I Supplier:

.!:'!.!?!.~!I~ . ~y.~.~.~.~....................................................................................

Area of Application:

AifToHEit'sunkenarea..&...................................

Sample
catalogue
Statutory submission
Test Certificates
[B"Mockup Details
IB' Others: Methl1Y

D
D
D
!!!.
.~

:~i.y-:~~rc.:?~y.:~.li:ii~~:ii::~r.~~:::::::::::::::::::::::::::::::::::.::::::::::.:::::::::::::::: ~

CheClL

Contract Specification:
3mm thk APP reinforcement modified bituminous membrane including primer coat,
Sample Specification:

As per the attached methodology.

DEVIATION

~ES

Reasons for Deviation if any:

o
L&TECCD Rep.

Sign & Dale

NO

, STUP Consultants

Sign & Dale

'

Tourching around the pVC pipeline, vendor not suggesting bcas of hole
formation and melting of pipe,Formation of groove in concrete wall for
. termination of WP in not possible bcas groove provision not considered in.
construction stage, reinforcement need to cut
Distribution to'

SIlJP

II

GPI

IIL---___I 1"---_ _1

Comments from Consultant:

Dist. Date:

Comments from Client:

DATE

9"" Approved

Approved with Reservations

0 ~JApproved

LN'" v.:.- J..4

Approval Date:

Remarks:

, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .H

......... n

............................... n

.............................. n

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .n

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .U

h H. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .n

. . . . ._

H n . n . . H

. . . .H

. . . . . . . . . . . . . . . . . . . . . . . . . .n

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

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .H

. . . . ..

93

In

'-ll

LARSEN'&'TOLIBRO LTD.-ECCD
GODREJ-GARDEN CIt\' PROJECT AHMEDABAD

Quality Management

"

Work Methodology

Methodology for Water Proormg. for toilet sunken area

(BASF)
CONTENT

1. Introduction and scope of works,

2. Material delivery and storage,
3. Resources,.
4. Methodology of water proofmg for toilet sunken area,

5.

Quality control,
6. Safety,
7. Environmental,

1.0Introdu~tion

and scope of works:

This document describes the work procedure for water proofing of

st1;nken area in Qodrej Garden City,Project work.
is prepared to
adopt for all the works in general conditions and if any uncommon
circumstances arise then suitable action will be commuflicated vide shop
drawing.

This

2.0 Material delivery and storage,

The following materials will be deployed for the activity,

1. Flowcable 50,
2. RP-~mi~41
3. Masterseal550
4. Rheomac i07
5. Emaco S 48 CT fiber
6. Masterflex 612
7. Cement
8. Water

. 3.0 Resources ll)1anpower & Tools.

The following tools and tackles will be required for this activity,
1. Mason trowel,
2. Wire brush,
3. Pamting brush,
4. Mixing pan 10 liter capacity,
5. Morter pan,
6. Straight edge,

Revisiofl'no:'OO

Prepared by:. S.MARIAPPAN

Date: OB.11.2011

Quality Assurance

Approved By KCS REDDY

94

,. LARSEN &TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD
Quality Management

Work MetfJodotoav

,4.0 Methodology for water proormg for toiletsunkenarea.

1. Remove all protruded reinforcements by gas cutting up to 25mm below

RCC.
'
2: Clean thesace'& remove all "ebris, flaked slurry/loose co~crete.
3. W,drolWater test by pounding entire sump with water to be carried out
along with temporary sealing cut out/openings ..
4. If any leakage is observed, it will be ,marked and grouting shall be done
with appropriate water proofing material, cement slurry admix with Non
shrink compound Flowcable 50
5: HydrolWater test by pqunding entire sump with water to be carried out _
after setting of grouting material. If any leakage is observed, it will be
marked and grouting, shall be done with appropriate water proofmg
material (as above). This exercise may be repeated till no
leakage/seepage or dampness is observed.
6. All the cracks and potholes should be patched with cement and bonding
matetial (Rheomix 141 9f BASF) in proportion of 1part of Rqeomix 141
with 4 parts of cement. Watta at comer jonits (between verticill and
horizontal surface) to be made with the same material ..
, 7. After minimum 4 hours, apply one slurry coat made of Rheomix 141 and
cement in a proportion of 50 kg cement and 30 liters of water (more or
less as per site condition) and 2 kg Rheomix 141. All mixing of
chemical shall be carried out with electrical driven mixture.
8. After gape of minimum 8 hours apply first coat of Masterseal 550 and
follow 2nd coat in minimum 4 hours by bristlelblock brush (in diiection
perpendicular to the previous coat). Proportion of Masterseal550 is 15
kg powder and 5 kg polymer.
9. During 2nd coat apply 1st coat of protective plaster of CM 1:4 ( dash
coat) to provide mechanical key for second coat of plaster
10.Water curing for minimum 24 Hrs
11.After 24 hrs of the above application, 2nd coat of Protective plaster to be
. applied CM 1:4, Average thickness 15mm(including 1st & 2nd coat)
admix with Rheomac 707 Proportion of plaster is 200 kg sand,50 kg
cement & 100 Ml of Rheomac 707
12.Do the water supply & wastage line as per the plumbing methodology,

13.Complete the all plumbing work as per the drawing,

14.All the cut out pipe gap shall be sealed with Emaco S 48 CT -Single

component, fiber reinforced,thixotropic repair mortar in the gape at

- juIictionofpipe&R;(;:Grnember{walJ.tlJeamJs:labetc.);mfuimum.:gap oof."
25 should be maintain from the top.
Revision

no :00 ,

Prepared by: S.MARIAPPAN

Date: 08.11.2011 .,

Quality Assurance

Approved ByKeS REDDY

95

LARSEN &TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Worl< Methodology

15.24 hrsafter sealing gape by using Masterflex612 - Advanced hydro

swelling gasket in paste form of RASF shall be applied in the gape, bead
size shall be minimum 5- 10 mm.
16.After 24 Hrs. Fill the balance gape with Emaco S 48 CT"- Single
component, fiber reinforced, thixotropic repair mortar17.Final pounding to be done for 48 hours,
18.Incase of leakage is found after all these exercises, Injection grouting
with non - shrink chemical Flowcable 50 of BASF
Note: For sides the water proofing coating shall be extended up to a height
of 100mm above the FFL level.
5.0 Quality Control & Documentation:
L Check list for water proofing,

6.0 Safety:

Ensuring good housekeeping aftd lighting.

Engage only expertise person for mixing the chemicaL
Electrical equipment must be routed through ELCB only,
Use hand gloves for water proofing chemical mixing.
Obstacles to be cleared for shifting the materials to the work
spot

7.0 Environmental requirement:

Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen on job.

Revision no : 00
Pr~pared by: S.MARfAPPAN

Date: OB.11.2011

Quality Assurance

Approved By KCS REDDY

96

13 A- S P:

r--

CHECK LIST FOR TOILET WATER PROOFING.

I?>. -

Block:

n. L" a... . t ! l t J c k , j .

2"1'7"" ~h (L.

Floor Level:.

81.no

: LARSEN & TOUBRO LTD.-ECCD

GODREJGARDEN CITY PROJECT AHMEDABAD

C::>"

Description

Itlu

Water pounding Test for 24 hrs

,.., lot''''"'

IV,

~-

'2.~\!oJ"
124110 II

90

it

If

,;

...

L~-

.1: It

()

...,.t

.~

~ hl~~

1'P'

Protective plaster of minimum 15mm thick.

\0

l4t!:j ~
~

~erj

'~
------

IV""

~ b~~ J2OV1'
IT "

~ ~ (I M
II tV"

.......

J2-:W~

is

t lur
.--

7 Illore packing with eM including groo.ve of 12mm

",/ around the pipe line & cut out

t J ~PIY
.v

()

kCl~e.

12.0\ \-.)~ i\

J i't

1'-,

gcro4 tr"V\

':l.~, t~ It

t/f

j1.~
:...----- ,

IW'0- ?-~ll - ~
nv -.;r/
~ ~W? ~ lJo/"J'"
.~ ~ ~
~ \r ~
Che.I- :~ Ii..-<M""
,
v

I.~

IApplying of water proofing coating.

':74"1

'

'"

v--5

IU"v '''''' tJ

1 14;(). C

2COJI,'}JI
J' Base preparation

~~

L&TECCD
STUP
OAlQC
Consultant

.,

-~~
V.v--

1,..0-"'"

11'

- )

L&TECCD
Execution

W/PConJ.

I-- -

'" jO j L.-

Signature

( '2..<>3).

:2 "
If leakage found do the grouting

t2- Oc!J ~

NO

YES

'f""til-LT

2.q to r\
Y

~ ecL

(r1,

Toilet
Location

Date

7.. ~J
1/ Cleaning of the surface

~)

Ins--lll

;qJ

th, - , "

~ hrs.

After grouting do the pound test for 48 hrs

1"- L iL1~
ru- ~
r

r
\J.gofV'J

1/'\

V
y-./.

1'1.

JAJ}
V,"-

\V

r-

VJ.J?r\, } l~
k0\ .

tch\1J I
lJY If leakage found do the grouting

l ........

~J-II /) [J1/
t

.Jy L.

oro"'" tho 9""'"

Water pounding Test for

'r

........-

<Ts)lll\\

~ ~~~ ~ l~t~

9)or:

iL
.1/
I

ll\t;l

~L L
'V

b
f

,,9~
~

.;-1

L
/

1
97

. . ($

LARSEN & TOUBRObTD.-ECCD

MOCKUP APPROVAL

GODREJ GARDEN CITY PROJECT

Ahmedabad'
QUALITY MANAGEMENT

L&T/GGCIMU-013ISubmit. Date: 11.11.2011

No.

WATER PROOFING FOR TOILET SUNKEN AREA

Name of Work:

The Project Manager

STUP Consultants P. ltd.

Godrej garden city project,
Jagatpur
Ahmedabad

Submitted To:

\ L&TECCD,

Approval Reqd. by: GGC project,

Ahmedabad.

Description of mock up: .~!!!~!..~!~.~.!.!~S...!~~.!.~.!~.~..~~.~.~~.~.. ~!~~...............................

0
0
0
0

Sample
Catalogue
Statutory submission
Test Certificates
u;;r- Mockup Details
~ Others:
Methodol0W

..~A~.!:.~.y..~!~~........................................................................................... -

Source I Supplier:

...............................................................................................................................j

'Aii"Toliet'suil'kenareai...................................

Area of Application:

:!5.:f.Y.:y.~~~:~~i~~:~~~~:~~~~::

.!!l

..................................I

,0
-

cLe ,J>Ll.i'lL

Contract Specification:
3mm thk APP reinforcement modified bituminous membrane including primer coat,

Sample Specification:
As per the attached methodology.

I
Reason~s for Deviation if any:

DYES

DEVIATION

'..............................................................-:-........................................................... ~

,~

"

Tourehing around the pvc pipeline, vendor not suggesting beas of hole
formation and melting of pipe,Formation of groove in concrete wall for
termination of WP in not possible bcas groove provision not considered in
construction stage, reinforcement need to cut
Distribution to:

I cJllP

II

Gpi

II

.. Comments from Consultant:

NO

L&T.ECCD Rep.

;;.H
I '.
\

STUP Consultants

Sign & Date

.
Sign & oat\..
I----~-+-~--_r-=..,---v

~\V
~.

Dist. Date:

Comments from Client:

.---,--,-,--------?;i((-~.
. . .'.b.'..J.H..(J.... . . . . g. . . . .A.e.~e~o~~_:_
::~=~::=~-'-~-1~:::!JZ~=~-~=-~~=:-<!:j'/
'3'"up --, , I
t?(c
. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .~. . . \. . . . . . . . . . . . . . . . . . . . . . . . . .. t.....~l.;;~. ~:~. i

(~l""""~""""'"''''''

NAME

Approved

Approved with Reservations

Remarks:

98

Jlariappan
:rom:
;ent:
'0:
~c:

iubject:

abhishek (abhishek.anand@fenesta.coml

Monday, November 07,2011 4:37 PM

sma@lntecc.com

hitesh .chauhan @fenesta.com

Installation Methodology.

lear Sir,
'tease fihd the Installation Methodology for installation of Windows/Doors at Godrej Properties Site.

,)Check The Measurement,for windows/sliding door openings.

)Cleanthe surface if any extra particles are there ,for measurements.

)Pre fix the frame on.the openings and check the alignment and level.

,)Mark the fasteners holes as per the site requirements.

,)Make the holes with drilling machines using with 8mm,drill bit,clean the holes properly.

i)fix the fasteners 8*100mm and do the fixing of the fasteners.

')fill the gap between wall and frame with Wacker manufactured; (Silicon sealant with inside and outside)

:)AII the fillings of the silicones are made by the Chemical gun.

I) Backer rod is to be provided if the gap is more than 8 -10 mm

.0) Fix the Sliding door on the frame along with the following listed materials:

I)silicon-Wacker Ltd .

)fasteners-Avocet Ltd.
:)Fasteners Caps-Fenesta make
I)Anti lift -Fenesta make
!)Shim Packers-Fenesta make
)Bumstoppers-Feries~a make
:)Drainage Caps -Fenesta make
I)Keeps-Fenesta make
)Push lock.-Fenesta make

~egards,

\bhishek Anand
eam Leader -Installation and :Customer Service
511101059

-'
1
99

FAftI

HANDING OVER

SHEET

08-11-11

DATE:

UPV';: W!'~~oow Moil!) OOO.:t 5t5T~"15

iADi.i,,""" <If

OCMShrlftltm C<mSolidn!.~NI Limrted i

.lENT: larsen & Toubro ECC.Div.

TE:

GODREJ GARDEN CIl1Y .AHMEDABAD

3PJ-304

TOWER:

Ie are pleasesd to hand over following units in complete and satisfactory wor~ll]g condition

..

).NO

INSPECJ;IONPOINTS fLOCATION

Windows position is as per client requirements

Packing shims are not visible from sealant

,<v

~.

-4

-5

All frames are straight in plumb and at equal diagonal

t-'

All fasteners are tightened properly and cover cap is fixed

V--

~.

Gasket is fixed properly from all sides

Sash operation is proper (Hinges ,rollers ,and all track)

if

The overlapping gap between sash and frame is equal

Handle lock and hinges .are working properly

10

Bump stop,anti lift block and interlock fixed properly

11

Corners of beads and gaskets are matching

Keeps for slider windows and doors

13

Silicon sealant is proper -inside and outside

14

Bug screen is fixed with window

15

Protective Ta pe remo,!ed properly

---

--~

'"

,~

~-

..

....,~

,-

'"

.. - , -

~-

--

~.

--V"

---

--

~-.

._- ._--

""

i'-..

--

--

--- ---

' - '

.-~

---

~.--

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-I-

\/""""

'-

"-- -' - -- . -

--- ~

._- ---

", -r--

~,

"" "'"""

N,A

12

.-

.'\L2.

- -Cavity locking block and casement wedge are fixed

V'
---:V' 1 - - . , -

'-

/._-- ,~ ~ "..

MR.KAMlESH
ABHISHEK ANAND

,cPt

W1.

TECHNICIPN;
SUPERVISOR;

---

/'

N'/';

---

FENESTJ\ ENGINEER

..

.
A

j}fIs,~~ 7fW~

11"

STUP

,?~V \1'\ \

.J <.J ()

V:J r

_..-""'"

~tte 6Jt~,
&~

100

101

LARSEN & TOUBRO LTO.-ECCD

MOCKUP APPROVAL

GODREJ GARDEN CITY PROJECT

Ahmedabad
QUALITY MANAGEMENT

No.

Name of Work:

L&Tf GGCIMU.0141Submil. Dale: 12.11.2011

FIXING OF UPVC WINDOWS AND SLIDING DOORS

The Project Manager

STUP Consultants P.ltd.
Godrej garden city project,
Jagatpur
Ahmedabad

Submitted To:

L&TECCD,
Approval Reqd. by: GGC project,
Ahmedabad.

!!l

o
o
o
o
o

[3-

Description of mock up: ".F.:!~!!!!t~!.Y~Y!? ~~.!!~~~~..~..~.~!~.~~~..~~.~~~........................

..

ti
~~~~~~----~~~==~--------------------------~
Source I Supplier:
FANESTA
~"

:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ~

":~!.!:y~!~~:~~~:~::~!@~~:~~:~r.~::::::::::::::::::::::::::::::::::::::::::::::::::::::

Area of Application:

.*

Sample
Catalogue
Statutory submission
Test Certificates
Mockup Details

O~:~ce;J~A4?

Contract Specification:
UPVC Siding Door & Window, And Powder coated Aluminium windows

Sample Specification:

UPVC Sliding doors & Windows

"DEVIATION

DYES

Reasons for Deviation if any:

NO

L&TECCD Rep.
Sign &

STUPConsultants

Sign & Date

~/);?{
Distribution to:

I STUP

I 1L--__- - J1

\1

!comments from Consultant:

Commen1S from Client:

ro Iyv-j4 dM ~ JJ"1' Sn
SIGN

()

Approved

~e""
D

--O;;t. Date:

'"

Hr JI- I )
DATE

(\

Approved with Reservations

~A-tr' .. ~,r'::--~ -;---

S1GN~~

Not1f;prove~

(II.

...;.,v

... A

DATE

fA

_'Y'" Il'>'L...........

lApprOval Date:

Remarks:

. . . . . . . . . . . . . : . . . . . . . ._

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .O# . . . . . . . . . . . . . . . . . . . . . . . . . . . . n

~.H.........._ ..............._ ..................._ ...............H~.; .............u

H ...............

u . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

102

'/'

e
. '

LARSEN &TOUBRO LTD.-ECCD

'

GODREJ GARDEN CITY PROJECT - AHMEDABAD

"

Quality Management

Work Methodology

Methodology for Water Proormg. for Over Head'l UG

water tank (CERA-CHEM) .
CONTENT

1. Introduction and scope of works,

2. Material delivery and storage,
3. Resources,

4. Methodology of water proofmg for toilet sunken area,

5. Quality control,
6. Safety,
7. Environmental,

1.0Introduction and scope of works:

This document describes the work procedure for water proofing of ~oilet
sunken artfa in Godrej Garden City ProJect work! This is prepared t'o
adopt for allthe works in general "conditions and if any uncommon
circumstances arise then suitable action:' will be communicated vide shop
drawing.

2.0 Material delivery and storage,

The following materials will be deployed for the activity,
Ceralastic compound I & II,
Ceralatex SBR,
Cera crystalline integral,
Cera Expan 250,
r
r
Cement OPC-53 Grade
River Sand
Water
3.0 Resources I Manpower & Tools.
The following tools and tacki~s will be required for this activity,
1. Mason trowel,
.
2. Wire brush,
3. Painting brush,
4. Mixing pan 10 liter capacity,

. 5 )vioTIy!'pan,

6. Straight edge,
1.
2.
3.
4.
5.
6.
7.

Revision 00";00

Prepared by: S.MARIAPPAN

Date: 13.12.2011

QualityAssurance

Approved By KGS REDDY

103

LARSEN & TOUBRO LlJ).-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

. Work Methodolow

Quality Management

4.0 Methodology for water proofing for Over Head I UG Tank.

1. Clean the surface and remove and an malba and flaked slurry from the
surface

2. "V" ~ooves shall be cut aldng the ~onstruction joint on wall wall
joints and shall be filed with Polymer modified mortar admixed with
CERALATEX SBR @ 2% by weight of cement and ~outing to be done
with CERA EXPAN 250@ 225gms per bag of cement.
3. RC water tank initial pounding shall be checked for any leakage by
water-pounding f()r 24 hours.
4. If any leakage found shall be marked <4ld ~outing shall be done.
5. "G.!. Nipple shall be fixed if necessary at weak locations and pressure
~outing shall be carried out cement slurry admixed with expanding
~outing additive CERA EXP AN 250@ 225 gms per bag of cement.
6. Grouting should be repeated till leakage arrested,
7. Acrylic polymer basd two-component Water proofing system
CERALASTIC silall~e applied in two ~oats on floor and Wall.
8. Mixing ratio of Ceralastic is 1:1:5, (One part of Ceralastic, One part of '
water and five part of Ceralastic component).
,
9. The second coat shall be applied after the first coat is-dry. However it is
advisable to wait for 8 hours before the second coat is applied.
10.During 2nd coat apply 1st coat of protective plaster of CM 1:4 (dash
coat) to provide mechanical key for second coat of plaster
l1.The slab/Wall treated area shall be plastered using CM 1:4 admixed
with CERA CRYSTALLINE INTEGRAL @ 400 grm per bag of cement
to an average thickness of 20mm and cured for minimum 3 days.
12.The treated area shall be cured and tested by pounding water for at least
5 Days.

1'

Note: For s!des the water proofing coating shall be extended up to a height
of water tank cover slab bottom l e v e l . '

5~0

Quality Control & Documentation:

1. Check list for water prQofing,

Revision no : 00

Prepared by: S.MARfAPPAN

Date: 13.12.2011

Quality Assurance

Approved By KGS REDDY

104

LARSE,N & TOUBRO LTD.-ECCD

GOD~ GARDEN CITY PROJECT - AHMEDABAD

. Quality Management
\

Work Methodology

6.0 Safety: .

Ensuring good housekeeping and lighting:

Engage only expertise person for mixing the chemical.
E\ectrical equipment must be routed through BLeB '~y,
Use hand gloves for water proofmg chemical mixing.
Obstacles to be cleared for shifting the materials to the work
spot

7.0 Environmental requirement:

Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen on job.

Revision no : 00

Prepared by: S.MARIAPPAN

Date: 13.12.2011

Quality Assurance

Approved By KGS REDD~

105

. :

; i2::J.
....'
''lJ

LARSEN&TOUBRO LTD.-feeD" '

PROJECTQUAUTY PLAN - GODREJ GARQE~ CITY PROJECT.

\n\

Chedc Ustfor OVerhead Water tank

'.

F!!!8'odc~.:~""1.~i,.M!.llr:e~:*~~rt""P9"'"~
b-8:;..!::L.--::::....-r-~~'::""
'.' -:---..-------r--.:.--"1""'"'-------:;:--:-:-:--~
te
Sl.no

Descripetion

I - : -__
DilF-'-,--I

location

No

Remarks

End

Start

..

Yes

Signature
L&T
l&T Q<;'

Contractor

'.' .

STUP

,
\

Cleaning of tank

Construction joint
Tretment

3 . ''''tinal Water pound test

If leakage found do
the grouting

Al~

B'Ye

l.,nk ~3!Lt

~H

\/

~k~4 1'5:\",

h.,

~~ V "1

\;0;;'

ID~~,-b- e.,J ,'9

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1 i \~ ~ '\ \ /

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)~

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/ft'f{j "

i{)\~~r~:.\ill?
9

tg

Plaste~ngWithCM1:4 "I~ ~k !~<?j nf~'v ~

::.........

,.

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D~/

10

Final pounding Test

/

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il) . .Jl
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~,

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I).
~

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if

3rd Coate

1/ "

D
8

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I,:' 12-~l\-~ 12 Y

,,}:!'" rr~lJ ~'\\

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~onili~r k~~jk1d\2Jls-117~..;:/

~rJ-

Ar

Q~

1st Coate

2nd Coate

~\v

~\I

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10/

5 . No leakage found

'

\ .

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....

C-

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~L r
.~~~ ~ t(~
:,-\~. ~

J~ '\

' 'l.1O

C\\Q)"\

106

lARSEN & TOUBRO LTD.-ECCD

~OCKUP'. APPROVAL

GODREJ GARDEN CITY PROJECT

Ahmedabad

QUALITY MANAGEMENT

No.

Name of Work:

WATER PROOFING FOR OHT/uG TANK

Submitted To:

The Project Manager

STUP Consultants P.ltd.
Godrej garden city project,
Jagatpur
Ahmedabad

l&T/GGClMU-D1S!Submlt. Date: 06.01.2012

L&TECCD,
Approval Reqd. by: GGC project,
Ahmedabad.

r,S~o-u-rc-e~/~s~u-pp~l~ie-r:~'------P~....~~=~~~~:~~.~~.E~.~~. . _
..._.. _.._.._.. _.._.._.. _.._..

m . ._. . . .
_....
_ . . ._. . . .-. . . .-. . . .
- ....
- . . .. . . .. . . .

~===.

AiTOHfiiJtrTAfiifAREA................................................

Area of Application:

o
o
o
o
.S2
~

Sample
CatalOgue
Statutory submission
Test Certificates
IYrMockup Details
~Others:
MethodologL

_ _~ J[j~l'----m

Q)

o
Contract Specification:

Providing waterproof plastering average 25m thick for bottom slab and average 15mm thick for side walls of water tank with CM 1:4
with waterproofing compound.

Sample Specification:

As per the attached methodology.

~.__________________________________~I___D_EV_IA_T_IO_N_ ____[J___Y,E_S____~
_ ____N,O__________________1

. . . . . . . . . . . . . . . . . . . . .=:.. . kl' . : : : :. . . . . . . . . . . . . . . . . . . . . . .

Reasons for DeViation if any:

.::.,~

sTUP~onsultanls

l&T ECCD Rep.

Sig

Sign & Date\

~ate.

Distribution to:
I SIU~ !I Gpi 11L..-.__--11 I
r==~
Disl. Date:
=:-----,=-.,~=~~~~;:;;;;;;;;;~~::::::;;;;;;;~~~~--====::=====4
Commerits from Consultant:

Cpmments from Client:

. . . . . . . . . . . c.h.((..I(I!...J.........l . . . O"~. I,!.'r!..J.... .Y....l.~. . . . . . . . :. . . . . . . . . . ~~E

. .. . . . . . . . . ~o.~
.......-............................:..........................................n................. ........"..................u..................... ..............
:.~

. . . . .~. . . . . :1.. . . . .~.===. . . . .

. .... ... .............................................................................:..:...................

~

. . .. .. . . . . JLtA~.~. ::.. . ... . . . . . ~. .:. . . .. . . . . . . . . . . . . . . . . . . . . . . .-r,;;.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :.. . . ..

I
SIGN

.
NAME

Approved

DATE

SIGN

Approved with Reservations

Remarks:
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; ' . . . . . .H

k1

~~.

'#yt-f(
NAME

Not Fpproved.

............ .................................... u

<-- Il'a..l'

~ ~r

. . . . , . . . . . . . . . . . . . . . . . . . .n

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .H

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

, . . . . . . . . . . . .u

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .~*'

. . . . . . . . . ." , U H . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .~ . . . . ._

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .H . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " . . . . . . . . . . . . . . . . . . . .n

................................................................."

. . . . . . . . . . . . . . . . . . . ._

I G~ I
'-"
,e.
t' ~

IApproval Date:

,
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .u

%
DATE

..............n

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

. . . . . . . . . ~, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ."

....................................................~............................H

. . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . ._

. . . . . . . . . . . . . . . . . . . . . . . . . . . .H . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .n u . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _~ . . . . ~ . . . . . . . . ._

107

LARSEN & TOUBRO LTD.ECCD

GODREJ GARDEN CITY PRO.IECT AHMEDABAD

Quality Management

Work Methodologv

Methodology for Water Proofing for toilet sunken.area

(CleO)

CONTENT
1.
2.
3.
4.
5.
6.
7.

Introduction and scope of works,

Material delivery and storage,
Resources,
Methodology of water proofing for toilet sunken area,
Quality control,
Safety,
Environmental,

1.0Introduction and scope of works:

This document describes the work procedure for water proofing of toilet
sunken area in Godrej Garden City Project work. This is prepared to
adopt for all the works in general conditions and if any uncommon
circumstance arise then suitable action will be communicated vide shop
drawing.

2.Q Material deliverY and stora&e, .

t

The following materials will be deployed for the activity,

1. CICONO:I
2. TAPECRETE PI51 - CICO,
3. Cement OPC-53 Grade
4. River Sand
5. Water
3.0 Resources I Manpower & Tools.

The following tools and tackles will be required for this activity,

1. Mason trowel,
2. Wire brush,
3. Painting brush,
4. Mixing pan 10 liter capacity,
5. Morter pan,
6. Straight edge,

Date: 14.03.2012

108

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

4.0 Methodology for water proofing for toilet sunken area.

1. Remove all protruded reinforcements by gas cutting up to 25mm below
RCC.
2. Clean the surface and remove and all malba and flaked slurry from the
surface.
3. RC sunken slab to be treated with water proofing shall be checked for
any leakage by water pounding for 24 hours.
4. If any leakage found shall be marked and grouting shall be done.
5. PVC nozzles shall be fixed into the slab section. Up to 2" the depth of
the slab section. The nozzles shall be grouted with CICO no 1(Mixing of
CICO no: 1 will be 1kg of CICO NO: 1 in 1 bag of cement)
6. After cleaning the surface, all the cracks and pot holes should be patched
with CM 1:3 mixing ofCICO no: 1(1 kg per one bag of cement)
7. Surface to be wet before applying the Acrylic Polymer at least one hour
priorto the application Acrylic Polymer coating.
8. Apply two coats of T APECRETE acrylic polymer in the interval of

5hours.(Mixing ratio 1:2,one part ofTAPECRETE and two part of

cement)

9. After 24 hours, do the I5mm average thick protective plaster of CM 1:4

mixing ofCICO No: 1, Ikg/Bag of cement.
IO.Do the water supply & wastage line as per the plunibing methodology,
and pomplete the aU p'lumbing work as per the drawing. \
t
II.After 24 hours bore p~cking is to be done for all pipe cutouts with CM
1:3 mixed with CICO NO 1. ( Mixing ratio is 150kg sand, 50 kg cement
. and Ikg CICO NO 1)
12.Final pounding test should be done for 48 hours.
1J.If any leakage found, grouting is to be done for the same area as per the
point no: 5.
Note: For sides water proofing coating shall be extended up to a height of
IOOmm above the FFL level.

5.0 Quality Control & Docllmentation:

1. Check list for water proofing,

Revision no: 00

Date: 14.03.2012

Prepared by:
109

LARSEN & TOUBRO LTD.ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodologv

6.0 Safety:

Ensuring good housekeeping and lighting.

Engage only expertise person for mixing the chemical.
Electrical equipment must be routed through ELCB only,
Use hand gloves for water proofing chemical mixing.
Obstacles to be cleared for shifting the materials to the work
spot

7.0 Environmental requirement:

Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen on job.

Revision no: 00

Prepared by: S.

Date: 14.03.2012

Approved By G. SURESH

110

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDE~ CITY PROJECT -AHMEDABAD

CHECK LIST FOR TOILET WATER PROOFING.

SI.no

Description

Cleaning of the surface

Water pounding Test for 24 hrs

TOitet: .
location

Date

YES

I.

II/otl12 TmJ~t-:1

'Ill,

1 tlmlt!

1n-11.1:- :;

'1.Lh

1\101112"

Ylh

HUoIJu.

TC'Iihl-3
'faiW.. i

Va...0

I.1.JD 1).2.

.7rri'iJl: .. ,_

YEA

n ..Jflt),~ IIf'milt.1: .3

1'/>eA

l~jI)IJI~
If leakage found do the grouting

I~J'!I\"'t

10,,~I&~'t.tit
I

4 . Base preparation

Applying of water proofing coating,k

Bore packing with eM iAell:ldiAg gFaelle of 12mm

~he pipe IiRil & Cllt owl

ApplY the sealant around the groove

A'.!. L

'4,

~"';'I""'"

"'

f'~,.

Nt,

r,m]~t:-~

,.jc.

1If';" I: - , 'I!.t.A
1'11i1L.J:- -1. '1M

Water pounding Test for 48 hrs

10

If leakage found do the grouting

l&TEC.CD
STUP
QAlQC.
Consultant

1'\ ,.

N'.,P

'Mmh
'2. r,';'hl ~.~ Y..c
I
IV
~o}--1
'dNtL
')
- .

l&T ECCD
Execution

NO

'l. fj

: J..,l112
I

Wrr_~fjn/..

1.1.. 111.,.1'

NO

NO

..

.
11

After grouting do the pound test for 48 hrs

,
I

111

LARSEN & TOUBRO LTD.ECCD

<9

GODREJ GARDEN CITY PROJECT

----.~

Ahmedabad

QUALITY MANAGEMENT

MOCKUP APPROVAL
,
L&TJ GGC/PH3/MOKlO2

No.

WATER PROOFING FOR TOILET SUNKEN AREA

I ne !"-roJect mcmagt:lr
STUP Consultants P. ltd.
Godrej garden city project,
Jagatpur
Ahmedabad

Name of Material:

Submitted To:

L&T ECCD,
Approval Reqd. by: GGC project.
Ahmedabad.

Description of Material : yy_~t.!-:.r:.~_r~<?fi_l'!!t~~~ !.:<?!I.!'l_t_~_l!'J~.!'l_~ _~~~~ ___ .' ___ .. __

i::i
(j)

..___ .____ ..

.r::

------------- .. _---------------.------------------_.

ro
!!!.

~!~)~.l:'~ ~9_'=~_~t9~~_ (~!~g.~g_~L._

Source I Supplier:

ALL Toflet"si:irikerl area &-- ----- --. - - ----. ---

A .''') of Application:
I

~~~~~~~~~i:~~~~~~:~f~~: :~~::: ~ ~:::~: ~ ::::~: :~~ ~:

ISubmit. Date: 26.04.2012

0
0

'iii

a;

Sample
Catalogue
Statutory submission
Test Certificates
Mockup Details
Others: Methodology. checklist &
Material datasheet

IContract Sl!ecification:
As per Contract documents.

Sample Sl!ecification:
As per the attached methodology.

DEVIATION

DYES

Reasons for Deviation if any:

NO

L&T ECCD Rep.

Sign & Date

r.

'ibution to:

Dist. Date:

Comments from Consultant:

Comments from Client:

---------------------------------------------------------------

---------~~:;:~~-~~--~;---

::::::::::::::::::::::::::::::::::::::::::::::::::::--::::::::: ::::::~:::::~:<;:;:::~~~:::::::::
".

NAME

SIGN

Approved

DATE

Approved with Reservations

SIGN

'D

Remarks:

112

LARSEN &TOUBRO L'ro.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

Methodology for GRC Canopy work

CONTENT
1. Introduction and scope of works,
2. Material delivery and storage,
3. Resources,
4. Methodology of Painting work,
5. Quality control,
6. Safety,
7. Environmental,
1.0Introduction and scope of works:

This document describes the work procedure for GRC Canopy work in
Godrej Garden City Project work. This is prepared to adopt for all the
works in general conditions and if any uncommon circumstances arise
then suitable action will be communicated vide shop drawing.
2.0 Material delivery and storage,
The following materials will be deployed for the activity,
1. Pre-fabricated GRC Board,
2. Heavy Duty Chemical Anchor (HVU with HAS-E)
(HILTI).
3. Base plate,
4. Pre-fabricated steel frame,
5. Epoxy,
6. Tie rod.
7. Screws.
3.0 Resources / Manpower & Tools.

The following tools and tackles will be required for this activity,
1. Drilling machine,
2. Thread line,
3. Level tube,
4. Hammer.
Revision no : 00

Prepared by: S.MARIAPPAN

Date: 21.08.12

Quality Assurance

Approved By KCS REDDY

113

LARSEN & TOUBRO LTD.-ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

4.0 Methodology for GRC Canopy Work.

1. Mark the location of base plate as per the drawing and mark the holes as
per the base plate holes,
2. Drill the holes using of 18mm drill bit and fix M16 Heavy duty chemical
anchor HILTI brand. (HVU with HAS-E)
3. Fix the base plate using with anchor nuts on the fixed anchor,
4. Erecting the pre-fabricated steel frame as per required line and level,
5. Provide the support for steel frame as per the requirement,
6. Welding to be done on the joint between base plate and pre-fabricated
steel frame,
7. Fix the suspended tie rod as per the drawing requirement in three

locations.

8. Fix the GRC pre-fabricated boards and screw with steel structure.
9. Ensure the line and level as per the drawing.
10. All GRC board joints are to be filled with epoxy,
11. Light fixture cutting to be done as per the drawing.

12.After completion of all activates final water test to be done for 24 hours.

5.0 Quality Control & Documentation:

1. Check list.

6.0 Safety:
Ensuring good housekeepin-g-and-lighting:
Engage only expertise person for cutting the board and
handling the drilling machine.
Electrical equipment must be routed through ELCB only
Obstacles to be cleared for shifting the materials to the work
spot

7.0 Environmental requirement:

Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen on job.

Revision no : 00

Prepared by: S.MARIAPPAN

Date: 21.08.12

Quality Assurance

Approved By KCS REDDY

114

LARSEN & TOUBRO LTD.ECCD

GODREJ GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

Methodology for Gypsum False Ceiling work

CONTENT
1. Introduction and scope of works,
2. Material delivery and storage,
3. Resources,
4. Methodology of Painting work,
5. Quality control,
6. Safety,
7. Environmental,
1.0Introduction and scope of works:

This document describes the work procedure for Gypsum false ceiling
work in Godrej Garden City Project work. This is prepared to adopt for
all the works in general conditions and if any uncommon circumstances
arise then suitable action will be communicated vide shop drawing.
2.0 Material delivery and storage,
The following materials will be deployed for the activity,
1. G I Channels,
2. Screws,
3. G I Cleat,
4. Gypsum board,
5. Fiber tape.
3.0 Resources I Manpower & Tools.

The following tools and tackles will be required for this activity,
1.
2.
3.
4.

Drilling machine,
Thread line,
Hammer,
Screw driver,

Revision no : 00

Prepared by: S.MARfAPPAN

Date: 16.01.13

Quality Assurance

Approved By KCS REDDY

115

LARSEN & TOUBRO LTD.-ECCD

GODRE.I GARDEN CITY PROJECT AHMEDABAD

Quality Management

Work Methodology

4.0 Methodology for gypsum false ceiling Work.

1. Mark the false ceiling level and line as per the approved drawing.
2. Providing and fixing of GI perimeter channels size of .4Smm thick
having flange of 20mm and other flange of 30mm and web of 27mm
along with perimeter of ceiling using with screws 610 clc.
3. Suspending GI intermediate channels size of 4Smm 0.8 mm thick with
two flanges of lSmm each from soffit at 1200 c/c with ceiling angle
2Smm x 10mm x .4Smm and GI cleat to be fixed using fasteners, the
height as per the marking.
4. Fix the intermediate channels at 600mm CIC,
S. Fix the gypsum board using with screws and ensure the line and level as
per the drawing.
6. All gypsum board joints are to be jointed with fiber tape.
7. Ensure the final level and line as per the drawing before final screwing.
8. Light fixture cutting to be done as per the drawing.

5.0 Quality Control & Documentation:

1. Check list.
6.0 Safety:
Ensuring good housekeeping and lighting.
Engage only expertise person for cutting the board and
handling the drilling machine.
Electrical equipment must be routed through ELCB only
Obstacles to be cleared for shifting the materials to the work
spot
7.0 Environmental requirement:
Nose masks (if required) and Hand gloves (Rubber) shell be used by
workmen on job.

Revision no : 00

Prepared by: S.MARIAPPAN

Date: 16.01.13

Quality Assurance

Approved By KCS REDDY

116

LARSEN&TOUBROCONSTRUCTIONB&F
GODREJGARDENCITYPROJECTAHMEADABAD
PROJECTQUALITYPLANPARTII
Sl.No

CheckListforsiteworks

Pageno

Determanicationofdegreeofcompactiononsite

118

Antitreatmentwork

119

PourCard

120

AluFormWorkChecklist

121

BrickWork

122

ConcreteBlockwork

123

DoorFrameFixing

124

JointtreatmentbetweenRCC&Brickwork(External)

125

Plasteringwork

126

10

FixingofMSRailing

127

11

FixingofMSRailinginStaircaseareaandmidlanding

128

12

Toiletwaterproofingwork

129

13

Kitchentabletop/Italianmarble

130

14

WallFinishing(InternalPutty)

131

15

WallTilingwork

132

16

Forflooringwork

133

17

DoorShutterFixing

134

18

UPVCwindows/VentilatorsFixingwork

135

19

Externalputtyandpaintingwork

136

20

Openterracewaterproofingwork

137

21

ChecklistforCanopy

138

22

ChecklistforGypsumfalseceiling

139

23

OverHeadTankWaterproofing

140

24

LiftGraniteCladdingwork

141

25

Doorframe&Shutterpainting

142

26

DoorFrame&shutterpolishing

143

23

FinalHandingoverChecklist

144

LARSEN & TOUBRO LTD.-ECCD

PROJECT rlUALITY PLAN GODREJ GARDEN CITY PROJECT

Quality Management

Fornat no : GGC/QC013

DETERMANJCATION OF DEGREE OF COMPACTION ON SITE

Date:

Source of Material
.. Location

No:

OMC

MOD

glee

Volume of Core

glee

<.

I
Sample no : 01

Sample no

Sl.no

Sample no : 02\ Sample no : 03 Sample no : 04 Sample nc : 05

!

Location of Sample

.~

Top level of Layer

i.

f.1oisture Content by
Rapied moisture meter =MC
Weight of Soil sample =W1

I
.1

Wet Density of Soil

WD=W1/MC glee

Dry DeAsity of Soil

DD = WD/(1 +MC)!1 00

Degree of Compaction
DC = DD/MMD*100

QC L&T -ECCD

STUP ConsultantA

118

LARSEN & TOUBRO LTD.ECCD

PROJECT QUALITY PLAN GODREJ GARDEN CITY PROJECT

Quality Management _

Format No.: GGC/QA- 003

CHECK LIST FOR ANTI-TERMITE TREATMENT

Structure:

--

Location :
Date of Application :
Name of the Chemical with Batch No. :
SI.No.

Items Description
Check for

01

Chemical conforming to IS 6313

02

Application of diluted chemical as per IS

Specification.

(A)

Status

Signature
L&T

Remarks
STUP

Below Pee of Grade slab @ 5 liter per sqm area

Identifications:

(B)

Back Filled Soil around Column I Wall @ 7.50 liter per sqm area

Identifications:

119

LARSEN & TOUBRO LTD.ECCD

GODREJ GARDEN CITY PROJECT

QACopy

QuaJIty Management

Format'No.: IAOO1

POUR CARD
SI.No

Date

.9801

DETAILS OF CONCRETE POUR

Quantity of Concrete

Location

Date of Commencement

Drawing No.

Tune of Commencement

structure

BBSNo.
Grade of Concrete

Expected Time of Completion

---~--------.--

.. -------------"------~---------------- -------._-----------------------------------------

CLEARANCE FROM SERVICES DEPARTMENT

Fonnwork

L.& T

Dimensional checking as per the drawing

T

'

I:
~

STUP'
l

L&T

Safety
PPE. Access & Walkway

Alignment

Hou~

Plumb and level

Lighting

Condition of fonnwork surface

:
:
:

L&T

Reinforcement

Reinforcement as per BBS

Check for service conduits

Relaease agents I.shuttering oils

Extra reinforcement around openings if any :

Expansion jOints I Construction joints

Anchorages and lap length

Service Departments (Cleared by) for

Cover blocks in place I Sizes

Elecbical
HVAC
Any others

Unk, stirrups. spacers

Rebarsclean

:
L&T

Equipment avaiiabUity
Pump. Vibrator act I..

STUP

Wedges

Plumbing

Wall ties
Pins

keeping

<:

STUP

STUP

I:

-----------------------------_._---------------------- ~------------------------------------------------

Remarks:

-------------.--_._- .. -----------------.--------------------------------------------------------------
L&T ECCO Execution

STUP Consultants

120

LARSEN & TOUBRO LIMITED

BUILDINGS & FACTORIES INDEPENDENT COMPANY
GODREJ GARDEN CITY PROJECT - Ahmeadabad

L&TIMS/C-13/F01

Checklist for Aluminium Formwork

AreaJ Building
L

Date:

Level:

Block

,..

Fiat no
Room Name
Wall reinforcement
Cover provision
Extra bar at Opening

Signature

L&T OA IQC Engineer with DatelTime

L&T ECCD Site Engineer with DatelTime

STUP sign with DatelTime

Verticality of Wall form

Perpendicularity of Wall form
Levels

-"

Position of !)cor blocks

Room Measurements at
Lintel Level
POSition of Window blocks
Position of M&E accessories
Signature

L&T ECCD Site Engineer with DatelTime

Line and Level of Kicker
frames(Outer to Outer) .
Position of Kicker
moulds(Sunken)

L&T OA IOC Engineer with DatelTime

STUP sign with DatelTime

_L&LOA IOC Engineer with DatelTime

STUP sign with DatelTime

Slab reinforcement
Extra At Opening
Signature
L&T ECCD Site Engineer with DatelTime

121

L& T Construction
Buildings & Factories

PROJECT QUALITY PLAN - GODREJ GARDEN CITY PROJECT, AHMEDABAD

CHECK LIST FOR BRICK WORK

Block:
Floor Level:
Drawing Ref I.. No :

Date:
-"""1

Signature
Sl.no

Location

Surface

Setting out of

Cleaning

Brick wOrk

Concrete

Wall Thickness

surfaces hacking

Remarks
STUP

L&T

1
2

3
-

6
7

~~

8
.

9
~

~~

10
~

"

122

LARSEN&TOUBRO LTD.-ECCD
PROJECT QUALITY PLAN - GODREJ GARDEN CITY PROJECT.
CHECK LIST FOR CONCRETE BLOCK WORK

Block:
Floor Level:
Drawing Ref / . No :
Date:

"W

Signature
SI.no

Location

Surface

Setting out of

Cleaning

Block work

Wall Thickness

foncrete
surfaces hacking

Remarks
L&T

STUP

1
2

3
4
"

5
6

8
9

-"

, 10

,..

123

LARSEN & TQUBRO LTD.-ECCD

PROJECT QUALITY PLAto!. GODREJ GARDEN CITY PROJECT

CHECK LIST FO~ DOOR FARME FIXING

Block:
Flat no :

Floor Level:

Drawing Ref I.. No :

Sl.no

Location

Door

Door Farme Size

Door Shutter

Plumb for door

Open direction

farme

Line & level

Remarks

Name
YES

YES

No

No

YES

No

YES

No

3
4

:J

I
I

'I

;~,

7
--!

10

11

12

13
14

15
16
17

..

18

124

125

LARSEN &TOUBRO l.TD.-ECCD .

PROJECT QUALITY PLAN GODREJ GARDEN CITY PROJECT

CHECK LIST FOR PLASTERING WORK

Block:
floor level:
Drawing Ref / .. No :

Description

Slono

Location

Outer I Inner

Surface Cleaning

Button Marks

YES

!
5

If Checken mess Fixed

Groove Location

Opening Level

CM Ratio

Plump

10

Remarks

. NO

YES

NO

NO

YES

YES

NO

L&T

11

Signature
STUP

126

L& T Construction

Buildings & Factories

PROJECT QUALITY PLAN GODREJ GARDEN CITY PROJECT, AHMEDABAD

CHECK LIST FOR FIXING OF MS RAILING,

Location:

Date:

Ontwing Ref:

Block:

level:

Plot NO
.t

Location

SLno
1

Location of MS Railing

Hight of MS Railing

MSSAl

Kbal

--

Line of MS Railing

Plump of MS-Railing

living.

bal

MSSAl

Kbal

Living

bal

MSSAl

Kbal

Living

bal

MSSAl

Kbal

Living

bal

--

Fixing Details for MS Railing

& Upstand

Joint Finishing between MS Railing

l&T Construction
-

-----.--

Sign~ture

-~-,--

STUP
- -.........

'---

127

LARSEN & TOUBRO LIMITED

BUILDINGS & FACTORIES INDEPENDENT COMPANY
GODREJ GARDEN CITY PROJECT - Ahmeadabad
CHECK LIST FOR FIXING OF MS RAILING at STAIRCASE AREA.

Location:

Date:

Drawing Ref:
LEVEL
Location

SLno

Location of MS Railing

Hight of MS Railing

Line of MS Railing

Plump of MS Railing

Fixing Details for MS Railing

Joint of MS Railing at landing Level

Joint Finishing between MS Railing

& Floor finishing

From
st

1 Flight

to
2

nd

From
st

Fight

Block:

1 Flight

to

Level:
From

nd

Fight

st

1 Flight

to
2

nd

Fight

_.

L&TECCD
Signature
STUP

128

LARSEN & TOUBRO LTD.ECCD

GODREJGARDI:N CITY PROJECT - AHMEDABAD

CHECK LIST FOR TOILET WATER PROOFING.

Block:
Floor Level:

Slono

Description

Cleaning of the surface

Water pounding Test for 24 hrs

If leakage found do the grouting

Base preparation

Date

Toilet
location

YES

Applying of water proofing coating,

Protective plaster of minimum 15mm thick, .

Bore packing with eM induding groove of 12mm

around the pipe line & cut out

Apply the sealant around the groove

Water pounding Test for 48 hrs

10

If leakage found do the grouting

11

After grouting do the pound test for 48 hrs

W/PCon/.

l&TECCD
Execution

l&TECCD
STUP
QAlQC
Consultant

"

Signature
NO

.'

129

....

L& T Construction

Buildings & Factories

PROJECT QUALITY PLAN GODREJ GARDEN CITY PROJECT, AHMEDABAD

....

CHECK LIST FOR KITCHEN TABLE TOP

'Location:

Date:

Drawing Ref:
Flat no:

.1

' Decription

. Sl.no

Level:

Block:

Setting out of Table top layout

Top level of table top

Verticality of Kota Stone

Location of Sink

Top Granite Joint

Nosing and chamfering

Facia

Gas pipe Sleeve ( Holes)

~,':/I

,..: .

">:
"

Signature

....

;'~

L&TECCD
i

STUP

i
130

i
i
I

e
Area JBuilding

LARSEN & TOUBRO LTD.-ECCD

BUILDINGS & FACTORIES INDEPENDENT COMPANY
GODREJ GARDEN CITY PROJECT - AHMEDABAD

Checklist for wall finishes

..

'.

Block

Date:

Drawing Refl .. No :

Level:

POST gHECK

,
Plot no :

--

~.-.-

Name of the Room

--

North Wall

SoulhWall

East Wall

West Wall

-~--

..

.~

--'
i

I
."

Signature

STUP sign with Dateffime

L&T EeeD Site Engineer with Dateffime

POST CHECK for PUTTY FINISHING

"
Date:

North Wall

South Wall

,n

East Wall

,
SoulhWall

I'",,'

'i

EDGES of ANGLE

Signature

-'.

,."'

L&T EeeD Site Engineer with Dateffime

STUP sign with Daleffime

131

.-

.~

LARSEN & TOUBRO LTD.-ECCD

BUILDINGS & FACTORIES INDEPENDENT COMPANY
GODREJ GARDEN CITY PROJECT - AHMEDABAD

Checklist for Wall Tiling

Area I BuildIng:
Block:

Date:

Drawing Ref/.. No :

Level:

Plot no : .
location
----

wan Location

East
wall

West
wall

North
Wall

South
Wall

East
wall

West
wall

,--

---

North
Wall.

South
Wall

East
wall

West
wall

North
Wall

South
Wall

East
wall

West
wall

-- -

PRE-CHECK

Room Size

North
Wall

South
Wall

East
wall

West
wall

North
Wall

South
Wall

East
wall

West
wall

North
Wall

South
Wall

'"
-- I

Diagonal

Signature
L&T ECCD Site Engineer with
Datemme

STUP sign with Datemme

"''IiP'

Post check
TIle Lot no :

TIles Joint,

' --

Undulances

Vertical Joint
t--- Plump
Post check

--~

_.

--

- - .

1----

-- I----

Level
i

---~

1-----

--~

---

---

. ----

Overall

' ---- ,
- - - I-

- -

---- - .

--- -- -

I-

.'
-

Slope on
floOring

~-

---

--

Shade Variation

----

~.

-----'

._ - - !-

wOrkmanship

Signature
L&T ECCD Site Engineer with
Dale/Time
-

STUP sign with Datemme

-

132

LARSEN & TOUBRO LTD.-ECCD

BUILDINGS & FACTORIES INDEPENDENT COMPANY

GODREJ GARDEN CITY PROJECT - AHMEDABAD

Checklist for Flooring

Area /

Drawing Ref/

Building

No :

Date:

Tile Lot no:

Level:

Block

Plot no :
Name of the Room

.,

...."

Bed Thickness
PRECHECK
level
r-

'Signature
STUP sign with Datemme

l&T ECCD Site Engineer with Dalemme

Post check

Room Size
; - - -r

Diagonal
-

Tiles Joint
-

Undulances

POST

,CHECK

--~

Skirting line
Skirting
Thickness
level
Shade Variation

.-

Skirting top
finishing

---

Overall
workmanship
Signature
L&TECCD S~e Engineer with Datemme

- - ...

~-

...

--

STUP sign with Datemme

.....

133

LAR&EN & TOUBRO LIMITED

(9
Area

BUILDINGS & FACTORIES

INDEPENDENT COMPANY

GODREJ GARDEN CITY PROJECT - Ahmeadabad

Checklist for Door Shutter

I Building

Block

Date:
Drawing Reff.. No :
--

fiat no:
... "'.<

Lor.ation of the Door

-,
1

DIRECT10N OF THE DOOR

OPENING

JOINT @ DOOR FRAME &

TILE

BABY LATCH LOCK

fUNCT10N

BABY LATCH SIDE

LATCH/SIDE BOLT

DOOR SHUTIER HINGE

WITH SCREWS

BABY LATCH & HINGES

CLEANING

MORTISE LOCK BODY WITH

HANDLE/ H- TYPE HANDLE

DOOR f;1AGNETIC CATCH

LOCK COVER PLATE WITH

SCREW

-"

REMARKS

Signature

~~,.

STUP sign with Date/Time

L&T ECCD Site Engineer with DatelTime

~-

134

L& T Construction

8uildings & Factories

PROJECT QUALITY PLAN - GODREJ GARDEN CITY PROJECT, AHMEDABAD

Checklist for UPVC

W~ndowsNentiiators

Area I Building

Block

Date:
Drawing Ref/ No :

Level:

PRE CHECK
,

.....

,~

Plot no :
i-

-t
Name of the Room
~--

f -

-~

SIZE

---~

DIAGONAL
~

....J'.1M"..

Signature
L&T ECCD Site Engineer with

STUP sign with Datemme

Datemme

POST CHECKS

AlC Opening

--,

- -

Direction of opening

~-

~--

'I'

Mosquito rail

I
~---

~--

Functionalchacks
Hardware:
Lock

, Friction Hinges

---

I Glass
~

--J

~-~

--~

-~~--

Louvers
-

Other
~

---

EDGES

--

Sealing of Joint
-

~---

Overall workmanship
-

Signature

- -

I--~-

~-- f--~

~-

f--

---

~-~~

~~

~~-~---

~"-----~-'----.----"-'--- ~-~--

L&T ECCD Site Engineer with DatelTime

STUP sign with DatelTime

135

LARSfN&TOUBRO LTD.-fCCD
PROJECT QUALITY PLAN GODREJ GARDEN CITY PROJECT.
CHECK LIST FOR EXTERNAL PUTTY & PAINTING WORK
BLOCK:
Location:

Grid NO:
Floor level

Signature
~~-

Sl.rlO

Description

Date
Stilt

1"

nd

rd

4th

th

th

]'h

~-~

th

~~~

c~~~

~--~~

th

~--~~

th
10

11th

12'h&
Parapet

STUP

l&T

Surface Checking
Tie rod holes Grouting &
Surface Grinding
Sunshade top chamber

Sunshade drip mould

Major Buldging if any
2

Clearance of 1" coat putty

Undulations marking

Straight line of corners

Window jams & niches line

Rectification of Ma rking

Water test up 2 hours

Clearance of 2

Final Water test 2 hou rs

10

Clearance of Primer coate

nd

coat of putty

-
""~

-~

136

LARSEN & TOUBRO LIMITED

BUILDINGS & FACTORIES INDEPENDENT COMPANY
GODREJ GARDEN CITY PROJECT - Ahmeadabad
CHECK LIST FOR FIXING OF TERRACE FLOOR WATER PROOFING

Drawing Ref:

Date:

Level:

Sl.no

Block:
Description

Date

Yes

-
1

Cleaning for Terrace floor

Water Pound Test 24 Hours

If Leakage found do the grouting

Botton mark as per the Slop requirement,

Clearance Of laying for Brickbats with CM 1:4

Signature

No
L&T ECCD

L&TQA/QC

STUP

--

,~","

Waterproof Plastering 1:4

Water Pound Test for 48 Hours

If Leakage found do the grouting

--

--

137

LARSEN& TOUBRO LTD.ECCD

PROJECT QUALITY PLAN . GODREJ GARDEN CITY PROJECT.

(9

CHECK LIST FOR CANOPY

BLOCK:
Location:

Grid NO:
Signature

Sl.no

Description

Date

Yes

No

Remarks
L&T

Lock set and Fixing of Base Pleate as per Drawing

Erecting of Fabrication Frame

Suspended tie rod fixing

GRC sheet level checking

GRC Sheet joint filing with Epoxy

Final Water pound test 24 Hours & Slope Testing

Final Painting & Finishing.

STUP

...

-'

138

LARSEN& TOUBRO LTD.-ECCD

PROJECT QUALITY PLAN - GODREJ GARDEN CITY PROJECT.

CHECK LIST FOR GYPSUM FALSE CEILING

BLOCK:
Location:

Grid NO :
Signature

Sl.no

Description

G.I Channels And Web fixing

Gypsum Board Fixing

Date

Yes

No

Remarks
L&T

STUP

Bottom Level

Joint filling

Light fixture Fixing

Putty Finishing

Final Painting

--.

....... -

139

LARSEN&TOUBRO Construction B&F

PROJECT QUALITY PLAN GODREJ GARDEN CITY PROJECT.

!J!~,k Ust for Overhead

Water link

Block :
Sl.no

Descripetion

location

Start

Da~t

No

Yes

Remarks

Signature
Contractor

l&T

L&TQC

STUP

.
1

Cleaning of tank

Construction joint
Tretment

Intinal Water pound test

If leakage found do
the grouting

No leakage found

1st Coate

f-

2nd Coate

3rd Coate

Plastering With CM 1:4

10

Final pounding Test

140

..

LARSEN&TOUBROL&TCONSTRucnON
PROJECT QUALITY PLAN - GODREJ GARDEN CITY PROJECT.
. CHECK LIST FOR GRANITE DADO ATLIFT ENTRANCE LOBBY

Block:
"

Location:

Level:
Date:

Sl.no

lift Door No:1

lift Door No:2

Yes

Yes

Signature

Description
No

No

L&T

STUP

t
1

Check the Button mark

based on the lift door frame

Thickness Of Granite 18mm

Groove 10mm at all Corners

Top level of Granite at front side

Groove cleaning at joint between

Granite And Wall Plastering .'

Vertical Plump at front & Jame Side

141

LARSEN & TOUBRO L1MITEQ

BUILDINGS & FACTORIES

INDEPENDENT COMPANY

GODREJ GARDEN !:;ITY PROJECT - Ahmeadabad

Checklist for Door Frame & Shutter Paintina work

Building:

Date:

Flat no:

DrawIng Ref/.. No :
Flat no:

r-
SL.No

-- r

----~--

Flat no:

Location of Door I Room

--

-~

Initial Surface Cleaning

Primer application

Papering

Primer application

1st coat of pai nt

2nd coat of paint

-~

--

r--
-

--

Signature

r-
STUP sign with DatefTime

L&T ECCD Site Engineer with DatelTime

-

142

LARSEN &TOUBRO LIMITED

BUILDINGS & FACTORIES

INDEPENDENT COMPANY

GODREJ GARDEN CITY PROJECT - Ahmeadabad

CheckList for Door Frame & Shutter Polishing work
Building: ___________________
Date : ____________
Drawing Ref/.. No : _________________________

SL.No

Floor:

Location of Door / Room

Main door

Main door

Main door

Floor:

Floor:
Main door

Main door

Main door

Main door

Main door

Main door

Main door

Main door

Floor:
Main door

Main door

Main door

Main door

Main door

Flat No
1

SurfaceCleaning

1stcoatofPowderapplication

Materialcoating(LacquerPolish)

Papering

1stcoatofPolishing

2ndcoatofPolishing

Signature
L&T ECCD Site Engineer with Date/Time

STUP sign with Date/Time

143

LARSEN &TOUBRO Construction B&F

GODERJ GARDEN CITY PROJECT Phase -I & II - AHMEADABAD
Final Handing over'Cfieck list.

Cluster:
~--~~

Tower Name:
SI.no

Floor Level:
Flat no

Description

Flat no

Flat no

Including Stair case.

f---~~-

-~~

Common area

Flat no

Snag list details

Final Snag list given date:
No of Snag Given
Final Snag list Completion date:
~~~~-~

~-~

No of snag Completed
Key Details

Key Details

Door Shutter Keys Details

Key
Number

No of
Keys

KeyD.etails
No of
Keys

Key
Number

Key
Number

Key Details
No of
I(eys

Key
Number

No of
Keys

Main Door
~-~

Master bed Room

Child Bed Room

~-~

Guest bed Room

Handing Over Date

~-~

..,..,...
4

Remarks

~-~

Handed over by L&T

Signature with date.

Taken Over bv
Signature with date.
-~

-~

.f~<

144

LARSEN&TOUBROCONSTRUCTIONB&F
GODREJGARDENCITYPROJECTAHMEADABAD
PROJECTQUALITYPLANPARTII
Sl.no

Lab&Sitetestreports

Pageno

Cementtestreport

146

Aggregategradationreport

147

AggregateSpecificgravety

148

AggregateWaterabsorptionReport

149

DryLoosebulkdensity(DLBD)test

150

Flakiness&ElongationTestfor20mmCA

151

Flakiness&ElongationTestfor10mmCA

152

CubetestingRegisterfor3,7&28Days

153

Brick&ConcreteBlockTestingreport

158

10

AggregateImpactvalueTestreport

157

'9

LARSEN & toUBRO LTD.-ECCD

PROJECT QUAUTY PLAN SODW GARDEN ,OITY PROJECT

QualIty Management

Format No.: GGC IQC- 001

CEMENT TEST REPORT

Date of Sample

Date of Testing -,

Lo~tion

Report No.;

of Sample

Type of Sample
Batch No.

SI.no

Date of
Testing

Details of Test

Results

Relevent
IS Code

Acceptable Limit

IS 12269

Should not be
moren than 10%

Remarks

Fineness

Normal Consistency

Setting Time,

,,'

-1

Sieved by 90
micron

"

Should not be less

than 30min.

Initial ( min.)

.
Should not be
more than 600min.

Final (min.)

Compressive Strength

Cube casting date:

3 Days

Should not be less

than 27N/Sqmm

7 Days

Should not be less

than 37N/Sqmm

28 Days

Should not be le!;!s

than 53N/Sqmm

QC L&T-ECCD

STUP Consultants

146

LARSEN&TOUBRO LTO.ECCD
PROJECT QUALITY PLAN GODREJ GARDEN CITY PROJECT.

AGGREGATE GRADATION REPORT

Date
Type
Source
IS Sieves
(mm)

Format No.: GGC/QC"()02

: Coarse Aggregate 20 mm

Weigllt Retained (gm)

%Weight Retained

Cum % Retained

Cum

% Weight Retained

Cum % Retained

Cum % Passing

40

20
16
12.5
10
4.75
Pan

: Coarse Aggregate 10 mm

Type
Source
IS Sieves
(mm)

Weight Retained (gm)

16

IS 383 Limits

100

12.5
10

85-100

4.75

0..20
,~

2.36

Pan

Type

: River sand

Source
IS Sievl!S
(mm)

Weight Retained (gm)

% Weight Retained

Cum % Retained

Cum % Passing

Zone I

IS 383 Limits
Zone II
Zone III

Zone IV

100

100

100

100

90-100

90-100

90..100

95-100

2.36

60..95

75-100

85-100

95-100

1.18

30..70

55-90

75100

90-100

35-59

6Q..79

80-100

Ei-30

12-40

(}-10

(}-10

10
4.75

0.60

15-34

0.30

=5-20
(}-10

0.15
Pan
F.M=

STUP Consultants

QCL&TECCD

Page 1 of 1

147

LARSEN & TOUBRO LTD.-ECCD

PROJECT QUALITY PLAN GODREJ GARDEN CITY PROJECT

Quality Management

Date of Testing
Source

..
..

Fomat no : GGCIQC-003

SPECIFIC GRAVITY 20 mm
SI.No

Details

Wt. Of Pycnometer (W1)

Wt. Of Pycnometer + Sample (W2)

Wt. Of Pycnometer + Sample + Water (W3)

Wt. Of Pycnometer + Water (W4)

Specific Gravity

Trail I

Trail II

Trail I

Trail II

= (W2-W1 )I[(W4-W1 }-(W3-W2)]

Average

SPECIFIC GRAVITY 10 mm

SI.No

Details

wt. Of Pycnometer (W1)

Wt. Of Pycnometer + Sample (W2)

wt. Of Pycnometer + Sample + Water (W3)

Wt. Of Pycnometer + Water (W4)

Specific Gravity

"

= (W2-W1 )I[(W4-W1 )-(W3-W2)]

Average

SPECIFIC GRAVITY - River Sand

SI.No

Trail I

Details

Wt. Of Pycnometer (W1)

Wt. Of Pycnometer + Sample (W2)

Wt. Of Pycnometer + Sample + Water (W3)

Wt. Of Pycnometer + Water (W4)

5'

Specific Gravity

Trail II

= (W2-W1 )I[(W4-W1 )-(W3-W2)]

Average

QAL&TECCD

STUP Consultants

148

LARSEN & TOUBRO LTD.-ECCD

PROJECT QUALITY PLAN GODREJ GARDEN CITY PROJECT

Quality Management

Date of Testing
Source

..
..

Fornat no : GGC/QC-004
!

I
WATER ABSORPTION - 20 rnm

SI.No

Trail I

Details

Trail II

Wt. of Aggregate in SSD Condition (W1 )

Wt. Of Dry Sample ( W2 )

Water Absorption

=(W1 - W2 ) I W2 x 100
Average

WATER ABSORPTION - 12,,5 mm

SI.No

Details
~

Wt. of Aggregate in SSD Condition (W1 )

wt. Of Dry Sample ( W2 )

Water Absorption

Trail I

Trail II'

=(W1 - W2 ) I W2 x 100
Average

WATER ABSORPTION - River Sand

I
SI.No

I
i

Details

Wt. of Aggregate in SSD Condition (W1 )

Wt. Of Dry Sample ( W2 )

I
Water Absorption

Trail I

Trail II

=( W1 - W2 ) I W2 x 100
Average

I
i

QCL&TECCD

STLlP Consultants

149

150

151

LARSEN & TOUBRO LTD.-ECCD

PROJECT QUALITY PLAN - GODREJ GARDEN CITY PROJECT

Quality Management

Fomat no : GGC/QC-007

-_.

'.

FLAKINESS INDEX TEST REPORT

Type of material :10 mm Agg

Source of Material :

..

-.

Date:

SLno IS Sieves (mm) (2) Wt.of Sample Retained % of Wt. Retained (Yi)
No.of Sample
No.of Sample Passing % of No.of Sample Flakiness Index
(1 )
. (gm) (3)
(4)
Retained (Nos) (5)
(Nos) (6)
Passing (Xi)
(Fi = (Xi x Yi)/100)
."
(7=6/5x100)
1

'63 - 50

50 40

'40 25

i~5 20

20 16

16 12.50

:12.5 10

',106.30

Remarks

,.

FI ===>%

Total

ELONGATION TEST REPORT

IType of material :10 mm Agg
IS SieStes
. (mm)

Date:

Source of Material :
Return
(b)

Passing
(a)

Total
(c=a+b)

16-12.5
12.510

;>

..

10-6.3
.'

ElongatiorHndex =>

%
cQ

STUP Consultants

QC L&T ECCD
-

152

.~
t::

::!

e
SLno

GradeC.lf
Concrete

LARSEN & TOUBRO LTD ECCD GODREJ GARDEN CITY PROJECT.

CUBE TESTING REGISTER

Date:

'.-

.Dale of
Casting

Location

Identification
Mark

Dale of
Testing

Age of
Cube

Weighl of cube in
Kg

Load in KN

Compressive
strength
inN/mm2

Avg Compressive
strength
in NI mm

Remarks

,,
3

.""

3 _..

L&T QC ENGINEER

.,,"

STUP CONSTULTANT
153

LARSEN & TOUBRO LTD ECCD GODREJ GARDEN CITY PROJECT.

--fZJ
I.no

Grade of
Concrete

CUBE TESTING RI::GISTER

Date of
Casting

location

Identification
Mark

Date of
Testing

Date:

Weight of cube in
Kg

Age of
Cube

load in KN

Compressive
strength
in Nt mm

Avg Compressive
strength
in NI mm

Remarks

----

~8

days
--

--

--

28 days
--

--

.....
28 days

--

--

28 day~

-
28 days
----

--~

28 days

28 days

--

----

,
STUP CONSTULTANT
L&T QC ENGINEER

154

e
Sl.no

Grade of
Concrete

LARSEN & TOUBRO LTD ECCD GODREJ GARDEN CITY PROJECT.

CUBE TESTING REGISTER

Date of
Casting

Location

Identification
Mark

Date of
Testing

Age of
Cube

Weight of cube in
Kg

Date:

Load in KN

Compressive
strength
in NI mm

Avg Compressive
strength
inN/mm2

Remarks

7days
I

-----

7 days
.,Mo/lII;i"

-------

7 days

-----------

7 days

...

-----

------------

---------

---

7 days

7 days

~.

------

7 days

STUP CONSTULTANT

L&TQC ENGINEER
155

LARSEN & TOUBRO LTD.ECCD

PROJECT QUALITY PLAN GODREJ GARDEN CITY PROJECT

QUlillity Management

Fomal no : GGC/QC-010
I

BRICK & BLOCK TESTING

Date

Source :

De No

..

Compressive Strength

Required Dimensions:
SI.no

Date of
Testing

Dimensions in mm
Load in KN .
L

Avg
Compressive
Compressive
Strength
Strength

Rmarks

;,.

"

.'

Water absorption

SI.no

Date of
Testing

W10nSSD

W2Dry

Difference
(W1-W2)

0/0 Water
Absortion

Avg %of
Water
Absorption

Remarks

QCL&T-ECCD

STUP Consultants

156

L&T ECCD

"

GODREJGARDEN CITY PROJECT

AGGREGATE IMPACT VALUE TEST

1. SOURCEox
2. TYPE

d'F~AGGREGATE :

3. DATE OF TESTING:
SI no.

OBSERVATION

DETAILS
Total weight of aggregates sample filling the cylinder measure (gms) (A)

1
I

Weight of aggregates passing through 2.36 mm 1.5. Seive afterthe test

2

(gms)(B)
Weight of aggregates retained on 2.36 mm 1.5. 5eive after the test (gms)(C)

"

'3
Aggregate Impact value (B/A x 100 )%

QC L&T ECCD

STUP Consultant

L&T ECCD
GODREJ GARDEN CITY PROJECT
AGGREGATE IMPACT VALUE TEST

L SOURCE:
2. TYPE OF AGGREGATE:

.3. DATE OF TESTING:

SI no.

DETAILS

OBSERVATION

Total weight of aggregates sample filling the cylinder measure (gms) (A)

Weight of aggregates passing through 2.36 mm 1.5. Seive after the test

(gms)(B)
Weight of aggregates retained on 2.36 mm 1.5. Seive after the test (gms)(C)

Aggregate Impact value (B/ A x 100 )%

.'

QC L&TECCD

.- --.:<-<.--

-->.

~-

<-

----'"'-~~

---

~-

-- - - - "

----

STUP Consultant

157