ADANI POWER LTD

CHP CLEARANCE REPORT

Project Name : 2 x 660 MW [Phase III]

Unit No : 5 [ 660 MW TPP] Area: Civil works: Boiler,TG and ESP
and 3 x 660 MW [Phase IV] Mundra

Under EPC awarded to SEPCO III, Civil works are awarded Equipment /
Contract Name: Civil works
to M/s Gannon Dunkerley and Company Ltd. [M/s GDC] System :

Sub- Contractor : M/s Gannon Dunkerley and Company

Contractor : M/s SEPCO III,China Manufacturer Civil
: works awarded to M/s GDC
Ltd. [M/s GDC]
Date of Inspection:-
From 01.11.2008 to 30.11.2008 [Consolidated] Location Unit
: No: 5 [ 660 MW TPP]
Consolidated Report

CHP
M / SEPCOIII / GDC / 5 / 30 11 08 / 006 Date: From 01.11.2008 to 30.11.2008 [Consolidated]
NO.

Specn/Drg Ref No. Description of

Classification Activity and Brief Description Acceptable Value/ Actual Results
Sl.No. FQP Reference No. Item / Remarks
of Checks operation of Check and Test Acceptance Std. Obtained
Component

APL / SFQP / 001 Visual and Witnessed by AG's FQA, Survelliance by AG's
1 dated 27.02.2008 A Excavation Nature of soil Random, SR OK FQA
1.0 SC as per USCS Results maintained : LB

2 samples in every
APL / SFQP / 001 Witnessed by AG's FQA, Survelliance by AG's
Moisture content of Rapid moisture 2000 cum ,
2 dated 27.02.2008 A Fill materials OK FQA
Fill before compaction meter Results as per IS
2.6 Results maintained : LB
2720

For foundation
APL / SFQP / 001 Compaction test of backfill one for every Witnessed by AG's FQA, Survelliance by AG's
Dry density by core
3 dated 27.02.2008 A bakfilling by Proctor Fill materials 10 foudations for OK FQA
cutter method
2.7 density determination each compacted Results maintained : LB and SR
layer

For area filling one

APL / SFQP / 001 Compaction test of Witnessed by AG's FQA, Survelliance by AG's
Dry density by core in every 1000 Sq
4 dated 27.02.2008 A backfilling by Proctor Fill materials OK FQA
cutter method meter for each
2.7 density determination Results maintained : LB and SR
compacted layer
 The tests are
not required to
be carried out
One sample per
because all the
batch is to be
APL / SFQP / 001 Retesting of Cement times , the
tested if stored Witnessed by AG's FQA, Survelliance by AG's
5 dated 27.02.2008 A for compressive IS 12269 IS 12269 consumption in
beyond 60 days in FQA
3.1.1 strength toto is made at
Contractor's
site within 60
godown
days of the
manufacturing
date

The water is tested

APL / SFQP / 001 Check for concrete Witnessed by AG's FQA, Survelliance by AG's
for its as per IS 456
6 dated 27.02.2008 A compressive strength Water IS 456 OK FQA
at each change of
3.1.4 and IST Results maintained : LB
source

APL / SFQP / 001 Four trials are IS 456, Witnessed by AG's FQA, Survelliance by AG's
Trial Mix (CCS) Mix
7 dated 27.02.2008 A Concrete carried out for each IS516 and OK FQA
Design
3.1.5(b) grade of concrete IS10262 Results maintained : LB and SR

One set of 6 cubes

per 100 cubic
meter or part
APL / SFQP / 001 thereof for each Witnessed by AG's FQA, Survelliance by AG's
Crushing strength IS 456, OK
8 dated 27.02.2008 A Concrete grade of concrete. FQA
Work test cubes IS 516
3.1.5 ( c) 3 cubes tested at Results maintained : LB and SR
age of 7 days and
3 cubes at age of
28 days

APL / SFQP / 001 Concrete Witnessed by AG's FQA, Survelliance by AG's

Calibration of batching Calibration once in Visual and
9 dated 27.02.2008 A Conveying Placing OK FQA
plant every three months Measurement
4.0 and Compaction Results maintained : SR

APL / SFQP / 001

Top deck of TG
10 dated 27.02.2008 A Ultrasonic testing IS 13311 Part II IS 13311 Part II Shall be tested after the deck slab is cast ,still it is not cast.
Foudation
5.0( a)

APL / SFQP / 001

Hardened IS 456, IS 456,
11 dated 27.02.2008 A Core test Need is not felt because the SD and CoV values are satisfactory
concrete IS 516 IS 516
5.0( b)
 APL / SFQP / 001
Hardened IS 456, IS 456,
12 dated 27.02.2008 A Rebound Hammer Need is not felt because the SD and CoV values are satisfactory
concrete IS 516 IS 516
5.0( c)

Witnessed by AG's FQA, Survelliance by AG's

FQA
APL / SFQP / 001 Results maintained : TR(s) of the outside
Mechanical and Reinforcement
13 dated 27.02.2008 A IS 1786 IS 1786 OK laboratory and TC(s) submitted by manufacturer
Chemical properties steel
6 The intermediate tests are also carried out at
outside laboratory to ascertain the physical and
chemical paramete

[ ] [ Pradeep Panchal] [Parvata Gouda] [ K.P.Chakerwarti]

Contractor M/s SEPCO III Manufacturer M/s GDC Executing Department ,APL Mundra FQA,APL Mundra

Copies to :

1). Contractor / Sub-Contractor 2)Executing Dept/Site 3)FQA Site 4)CQA & IG

 ADANI POWER LTD
CHP CLEARANCE REPORT

Project Name : 2 x 660 MW [Phase III

Unit No : 6 [ 660 MW TPP] Area: Civil works:Boiler,TG and ESP
]and 3 x 660 MW [Phase IV] Mundra

Under EPC awarded to SEPCO III, Civil works are awarded to M/s
Contract Name: Equipment / System :Civil works
Simplex Infrastructure Ltd. [M/s SIL]

Contractor : M/s SEPCO III,China Sub- Contractor : M/s Simplex Infrastructure Ltd. [M/s SIL] Manufacturer Civil
: works awarded to M/s SIL

Date of Inspection:-
From 01.11.2008 to 30.11.2008 [Consolidated] Location Unit
: No: 6 [ 660 MW TPP]
Consolidated Report

CHP M
NO.
/ SEPCOIII / Simplex / 6 / 301108 / 007 Date: From 01.11.2008 to 30.11.2008 [Consolidated]

Specn/Drg Ref No.

Sl.N FQP Reference Classification Activity and operation Description of Item Brief Description of Acceptable Value/ Actual Results
Remarks
o. No. of Checks / Component Check and Test Acceptance Std. Obtained

APL / SFQP / 001 Witnessed by AG's FQA, Survelliance by

Visual and Random,
1 dated 27.02.2008 A Excavation Nature of soil SR OK AG's FQA
SC as per USCS
1.0 Results maintained : LB

2 samples in every
APL / SFQP / 001 Witnessed by AG's FQA, Survelliance by
Moisture content of 2000 cum ,
2 dated 27.02.2008 A Fill materials Rapid moisture meter OK AG's FQA
Fill before compaction Results as per IS
2.6 Results maintained : LB
2720

For foundation backfill

APL / SFQP / 001 Compaction test of Witnessed by AG's FQA, Survelliance by
Dry density by core cutter one for every 10
3 dated 27.02.2008 A bakfilling by Proctor Fill materials OK AG's FQA
method foudations for each
2.7 density determination Results maintained : LB and SR
compacted layer

For area filling one in

APL / SFQP / 001 Compaction test of Witnessed by AG's FQA, Survelliance by
Dry density by core cutter every 1000 Sq meter
4 dated 27.02.2008 A backfilling by Proctor Fill materials OK AG's FQA
method for each compacted
2.7 density determination Results maintained : LB and SR
layer
 The tests are not
required to be
carried out
One sample per because all the
APL / SFQP / 001 batch is to be tested times , the
Retesting of Cement for Witnessed by AG's FQA, Survelliance by
5 dated 27.02.2008 A if stored beyond 60 IS 12269 IS 12269 consumption in
compressive strength AG's FQA
3.1.1 days in Contractor's toto is made at
godown site within 60
days of the
manufacturing
date

APL / SFQP / 001 Check for concrete The water is tested for its Witnessed by AG's FQA, Survelliance by
6 dated 27.02.2008 A compressive strength Water as per IS 456 at each IS 456 OK AG's FQA
3.1.4 and IST change of source Results maintained : LB

APL / SFQP / 001 Four trials are carried out IS 456, Witnessed by AG's FQA, Survelliance by
Trial Mix (CCS) Mix
7 dated 27.02.2008 A Concrete for each grade of IS516 and OK AG's FQA
Design
3.1.5(b) concrete IS10262 Results maintained : LB and SR

One set of 6 cubes per

100 cubic meter or part
APL / SFQP / 001 thereof for each grade of OK Witnessed by AG's FQA, Survelliance by
Crushing strength IS 456,
8 dated 27.02.2008 A Concrete concrete. [Separate AG's FQA
Work test cubes IS 516
3.1.5 ( c) 3 cubes tested at age of sheets attached] Results maintained : LB and SR
7 days and 3 cubes at
age of 28 days

APL / SFQP / 001 Concrete Conveying Witnessed by AG's FQA, Survelliance by

Calibration of batching Calibration once in every Visual and
9 dated 27.02.2008 A Placing and OK AG's FQA
plant three months Measurement
4.0 Compaction Results maintained : SR

APL / SFQP / 001

Top deck of TG
10 dated 27.02.2008 A Ultrasonic testing IS 13311 Part II IS 13311 Part II Shall be tested after the deck slab is cast ,still it is not cast.
Foudation
5.0( a)

APL / SFQP / 001

IS 456, IS 456, Need is not felt because the SD and CoV values are
11 dated 27.02.2008 A Core test Hardened concrete
IS 516 IS 516 satisfactory
5.0( b)
 APL / SFQP / 001
IS 456, IS 456, Need is not felt because the SD and CoV values are
12 dated 27.02.2008 A Rebound Hammer Hardened concrete
IS 516 IS 516 satisfactory
5.0( c)

Witnessed by AG's FQA, Survelliance by

AG's FQA
Results maintained : TR(s) of the outside
APL / SFQP / 001
Mechanical and laboratory and TC(s) submitted by
13 dated 27.02.2008 A Reinforcement steel IS 1786 IS 1786 OK
Chemical properties manufacturer
6
The intermediate tests are also carried out at
outside laboratory to ascertain the physical
and chemical paramete

[ ] [Narayan Parida] [ Parvata Gouda] [K.P.Chakerwarti]

Contractor M/s
Manufacturer M/s SIL Executing Department, APL Mundra FQA ,APL Mundra
SEPCO III

Copies to :
1). Contractor / Sub-Contractor 2)Executing Dept/Site 3)FQA Site 4)CQA & IG
 ADANI POWER LTD
CHP CLEARANCE REPORT

Project Name : 2 x 660 MW [Phase III]

Unit No : 7 [ 660 MW TPP] Area: Civil works: Boiler,TG and ESP
and 3 x 660 MW [Phase IV] Mundra

Under EPC awarded to SEPCO III, Civil works are awarded Equipment /
Contract Name: Civil works
to M/s Gannon Dunkerley and Company Ltd. [M/s GDC] System :

Sub- Contractor : M/s Gannon Dunkerley and Company

Contractor : M/s SEPCO III,China Manufacturer Civil
: works awarded to M/s GDC
Ltd. [M/s GDC]
Date of Inspection:-
From 01.11.2008 to 30.11.2008 [Consolidated] Location Unit
: No: 7 [ 660 MW TPP]
Consolidated Report
CHP
M / SEPCOIII / GDC / 7 / 301108 / 008 Date: From 01.11.2008 to 30.11.2008 [Consolidated]
NO.
Specn/Drg Ref No. Description of
Classification Activity and Brief Description Acceptable Value/ Actual Results
Sl.No. FQP Reference No. Item / Remarks
of Checks operation of Check and Test Acceptance Std. Obtained
Component

APL / SFQP / 001 Visual and Witnessed by AG's FQA, Survelliance by AG's
1 dated 27.02.2008 A Excavation Nature of soil Random, SR OK FQA
1.0 SC as per USCS Results maintained : LB

The tests are

not required to
be carried out
One sample per
because all the
batch is to be
APL / SFQP / 001 Retesting of Cement times , the
tested if stored Witnessed by AG's FQA, Survelliance by AG's
2 dated 27.02.2008 A for compressive IS 12269 IS 12269 consumption in
beyond 60 days in FQA
3.1.1 strength toto is made at
Contractor's
site within 60
godown
days of the
manufacturing
date

The water is tested

APL / SFQP / 001 Check for concrete Witnessed by AG's FQA, Survelliance by AG's
for its as per IS 456
3 dated 27.02.2008 A compressive strength Water IS 456 OK FQA
at each change of
3.1.4 and IST Results maintained : LB
source

APL / SFQP / 001 Four trials are IS 456, Witnessed by AG's FQA, Survelliance by AG's
Trial Mix (CCS) Mix
4 dated 27.02.2008 A Concrete carried out for each IS516 and OK FQA
Design
3.1.5(b) grade of concrete IS10262 Results maintained : LB and SR
 One set of 6 cubes
per 100 cubic
meter or part
APL / SFQP / 001 thereof for each Witnessed by AG's FQA, Survelliance by AG's
Crushing strength IS 456, OK
5 dated 27.02.2008 A Concrete grade of concrete. FQA
Work test cubes IS 516
3.1.5 ( c) 3 cubes tested at Results maintained : LB and SR
age of 7 days and
3 cubes at age of
28 days

APL / SFQP / 001 Concrete Witnessed by AG's FQA, Survelliance by AG's

Calibration of batching Calibration once in Visual and
6 dated 27.02.2008 A Conveying Placing OK FQA
plant every three months Measurement
4.0 and Compaction Results maintained : SR

APL / SFQP / 001

Top deck of TG
7 dated 27.02.2008 A Ultrasonic testing IS 13311 Part II IS 13311 Part II Shall be tested after the deck slab is cast ,still it is not cast.
Foudation
5.0( a)

APL / SFQP / 001

Hardened IS 456, IS 456,
8 dated 27.02.2008 A Core test Need is not felt because the SD and CoV values are satisfactory
concrete IS 516 IS 516
5.0( b)

APL / SFQP / 001

Hardened IS 456, IS 456,
9 dated 27.02.2008 A Rebound Hammer Need is not felt because the SD and CoV values are satisfactory
concrete IS 516 IS 516
5.0( c)

Witnessed by AG's FQA, Survelliance by AG's

FQA
APL / SFQP / 001 Results maintained : TR(s) of the outside
Mechanical and Reinforcement
10 dated 27.02.2008 A IS 1786 IS 1786 OK laboratory and TC(s) submitted by manufacturer
Chemical properties steel
6 The intermediate tests are also carried out at
outside laboratory to ascertain the physical and
chemical paramete

[ ] [ Pradeep Panchal] [Parvata Gouda] [ K.P.Chakerwarti]

Contractor M/s SEPCO III Manufacturer M/s GDC Executing Department ,APL Mundra FQA,APL Mundra

Copies to :

1). Contractor / Sub-Contractor 2)Executing Dept/Site 3)FQA Site 4)CQA & IG

 ADANI POWER LTD
CHP CLEARANCE REPORT

Project Name : 2 x 660 MW [Phase III]

Unit No : 5 [ 660 MW TPP] Area: Civil works: Boiler,TG and ESP
and 3 x 660 MW [Phase IV] Mundra

Under EPC awarded to SEPCO III, Civil works are awarded Equipment /
Contract Name: Civil works
to M/s Gannon Dunkerley and Company Ltd. [M/s GDC] System :

Sub- Contractor : M/s Gannon Dunkerley and Company

Contractor : M/s SEPCO III,China Manufacturer Civil
: works awarded to M/s GDC
Ltd. [M/s GDC]
Date of Inspection:-
From 01.12.2008 to 29.12.2008 [Consolidated] Location Unit
: No: 5 [ 660 MW TPP]
Consolidated Report

CHP
M / SEPCOIII / GDC / 5 / 2912 08 / 00 Date: From 01.12.2008 to 29.12.2008 [Consolidated]
NO.

Specn/Drg Ref No. Description of

Classification Activity and Brief Description Acceptable Value/ Actual Results
Sl.No. FQP Reference No. Item / Remarks
of Checks operation of Check and Test Acceptance Std. Obtained
Component

APL / SFQP / 001 Visual and Witnessed by AG's FQA, Survelliance by AG's
1 dated 27.02.2008 A Excavation Nature of soil Random, SR OK FQA
1.0 SC as per USCS Results maintained : LB

2 samples in every
APL / SFQP / 001 Witnessed by AG's FQA, Survelliance by AG's
Moisture content of Rapid moisture 2000 cum ,
2 dated 27.02.2008 A Fill materials OK FQA
Fill before compaction meter Results as per IS
2.6 Results maintained : LB
2720

For foundation
APL / SFQP / 001 Compaction test of backfill one for every Witnessed by AG's FQA, Survelliance by AG's
Dry density by core
3 dated 27.02.2008 A bakfilling by Proctor Fill materials 10 foudations for OK FQA
cutter method
2.7 density determination each compacted Results maintained : LB and SR
layer

For area filling one

APL / SFQP / 001 Compaction test of Witnessed by AG's FQA, Survelliance by AG's
Dry density by core in every 1000 Sq
4 dated 27.02.2008 A backfilling by Proctor Fill materials OK FQA
cutter method meter for each
2.7 density determination Results maintained : LB and SR
compacted layer
 The tests are
not required to
be carried out
One sample per
because all the
batch is to be
APL / SFQP / 001 Retesting of Cement times , the
tested if stored Witnessed by AG's FQA, Survelliance by AG's
5 dated 27.02.2008 A for compressive IS 12269 IS 12269 consumption in
beyond 60 days in FQA
3.1.1 strength toto is made at
Contractor's
site within 60
godown
days of the
manufacturing
date

The water is tested

APL / SFQP / 001 Check for concrete Witnessed by AG's FQA, Survelliance by AG's
for its as per IS 456
6 dated 27.02.2008 A compressive strength Water IS 456 OK FQA
at each change of
3.1.4 and IST Results maintained : LB
source

APL / SFQP / 001 Four trials are IS 456, Witnessed by AG's FQA, Survelliance by AG's
Trail Mix (CCS) Mix
7 dated 27.02.2008 A Concrete carried out for each IS516 and OK FQA
Design
3.1.5(b) grade of concrete IS10262 Results maintained : LB and SR

One set of 6 cubes

per 100 cubic
meter or part
APL / SFQP / 001 thereof for each Witnessed by AG's FQA, Survelliance by AG's
Crushing strength IS 456, OK
8 dated 27.02.2008 A Concrete grade of concrete. FQA
Work test cubes IS 516
3.1.5 ( c) 3 cubes tested at Results maintained : LB and SR
age of 7 days and
3 cubes at age of
28 days

APL / SFQP / 001 Concrete Witnessed by AG's FQA, Survelliance by AG's

Calibration of batching Calibration once in Visual and
9 dated 27.02.2008 A Conveying Placing OK FQA
plant every three months Measurement
4.0 and Compaction Results maintained : SR

APL / SFQP / 001

Top deck of TG
10 dated 27.02.2008 A Ultrasonic testing IS 13311 Part II IS 13311 Part II Shall be tested after the deck slab is cast ,still it is not cast.
Foudation
5.0( a)

APL / SFQP / 001

Hardened IS 456, IS 456,
11 dated 27.02.2008 A Core test Need is not felt because the SD and CoV values are satisfactory
concrete IS 516 IS 516
5.0( b)
 APL / SFQP / 001
Hardened IS 456, IS 456,
12 dated 27.02.2008 A Rebound Hammer Need is not felt because the SD and CoV values are satisfactory
concrete IS 516 IS 516
5.0( c)

Witnessed by AG's FQA, Survelliance by AG's

FQA
Results maintained : TR(s) of the outside
APL / SFQP / 001
Mechanical and Reinforcement laboratory and TC(s) submitted by manufacturer
13 dated 27.02.2008 A IS 1786 IS 1786 OK
Chemical properties steel The intermediate tests are also carried out at
6
Laboratory Accredited by NABL / SEPCO III
Laboratory to ascertain the physical and chemical
parameter

[ ] [ Pradeep Panchal] [Parvata Gouda] [ K.P.Chakerwarti]

Contractor M/s SEPCO III Manufacturer M/s GDC Executing Department ,APL Mundra FQA,APL Mundra

Copies to :

1). Contractor / Sub-Contractor 2)Executing Dept/Site 3)FQA Site 4)CQA & IG

 ADANI POWER LTD
CHP CLEARANCE REPORT

Project Name : 2 x 660 MW [Phase III ]

Unit No : 6 [ 660 MW TPP] Area: Civil works:Boiler,TG and ESP
and 3 x 660 MW [Phase IV] Mundra

Under EPC awarded to SEPCO III, Civil works are awarded to M/s
Contract Name: Equipment / System :Civil works
Simplex Infrastructure Ltd. [M/s SIL]

Contractor : M/s SEPCO III,China Sub- Contractor : M/s Simplex Infrastructure Ltd. [M/s SIL] Manufacturer C
: ivil works awarded to M/s SIL

Date of Inspection:-
From 01.12.2008 to 31.12.2008 [Consolidated] Location Unit
: No: 6 [ 660 MW TPP]
Consolidated Report

CHP
M / SEPCOIII / Simplex / 6 / 3112 08 / 0 Date: From 01.12.2008 to 31.12.2008 [Consolidated]
NO.

Specn/Drg Ref No.

FQP Reference Classification Activity and operation Description of Item Brief Description of Acceptable Value/ Actual Results
Sl.No. Remarks
No. of Checks / Component Check and Test Acceptance Std. Obtained

APL / SFQP / 001 Witnessed by AG's FQA, Survelliance by

Visual and Random,
1 dated 27.02.2008 A Excavation Nature of soil SR OK AG's FQA
SC as per USCS
1.0 Results maintained : LB

2 samples in every
APL / SFQP / 001 Witnessed by AG's FQA, Survelliance by
Moisture content of 2000 cum ,
2 dated 27.02.2008 A Fill materials Rapid moisture meter OK AG's FQA
Fill before compaction Results as per IS
2.6 Results maintained : LB
2720

For foundation backfill

APL / SFQP / 001 Compaction test of Witnessed by AG's FQA, Survelliance by
Dry density by core cutter one for every 10
3 dated 27.02.2008 A bakfilling by Proctor Fill materials OK AG's FQA
method foudations for each
2.7 density determination Results maintained : LB and SR
compacted layer

For area filling one in

APL / SFQP / 001 Compaction test of Witnessed by AG's FQA, Survelliance by
Dry density by core cutter every 1000 Sq meter
4 dated 27.02.2008 A backfilling by Proctor Fill materials OK AG's FQA
method for each compacted
2.7 density determination Results maintained : LB and SR
layer
 The tests are not
One sample per required to be
APL / SFQP / 001 batch is to be tested carried out
Retesting of Cement for Witnessed by AG's FQA, Survelliance by
5 dated 27.02.2008 A if stored beyond 60 IS 12269 IS 12269 because all the
compressive strength AG's FQA
3.1.1 days in Contractor's times , the batch
godown is older less than
60 days

APL / SFQP / 001 Check for concrete The water is tested for its Witnessed by AG's FQA, Survelliance by
6 dated 27.02.2008 A compressive strength Water as per IS 456 at each IS 456 OK AG's FQA
3.1.4 and IST change of source Results maintained : LB

APL / SFQP / 001 Four trials are carried out IS 456, Witnessed by AG's FQA, Survelliance by
Trial Mix (CCS) Mix
7 dated 27.02.2008 A Concrete for each grade of IS516 and OK AG's FQA
Design
3.1.5(b) concrete IS10262 Results maintained : LB and SR

One set of 6 cubes per

100 cubic meter or part
APL / SFQP / 001 thereof for each grade of OK Witnessed by AG's FQA, Survelliance by
Crushing strength IS 456,
8 dated 27.02.2008 A Concrete concrete. [Separate AG's FQA
Work test cubes IS 516
3.1.5 ( c) 3 cubes tested at age of sheets attached] Results maintained : LB and SR
7 days and 3 cubes at
age of 28 days

APL / SFQP / 001 Concrete Conveying Witnessed by AG's FQA, Survelliance by

Calibration of batching Calibration once in every Visual and
9 dated 27.02.2008 A Placing and OK AG's FQA
plant three months Measurement
4.0 Compaction Results maintained : SR

APL / SFQP / 001

Top deck of TG
10 dated 27.02.2008 A Ultrasonic testing IS 13311 Part II IS 13311 Part II Shall be tested after the deck slab is cast ,still it is not cast.
Foudation
5.0( a)

APL / SFQP / 001

IS 456, IS 456, Need is not felt because the SD and CoV values are
11 dated 27.02.2008 A Core test Hardened concrete
IS 516 IS 516 satisfactory
5.0( b)

APL / SFQP / 001

IS 456, IS 456, Need is not felt because the SD and CoV values are
12 dated 27.02.2008 A Rebound Hammer Hardened concrete
IS 516 IS 516 satisfactory
5.0( c)
 Witnessed by AG's FQA, Survelliance by
AG's FQA
Results maintained : TR(s) of the outside
APL / SFQP / 001
Mechanical and laboratory and TC(s) submitted by
13 dated 27.02.2008 A Reinforcement steel IS 1786 IS 1786 OK
Chemical properties manufacturer
6
The intermediate tests are also carried out at
outside laboratory to ascertain the physical
and chemical paramete

[ ] [Narayan Parida] [ Parvata Gouda] [K.P.Chakerwarti]

Contractor M/s SEPCO
Manufacturer M/s SIL Executing Department, APL Mundra FQA ,APL Mundra
III

Copies to :
1). Contractor / Sub-Contractor 2)Executing Dept/Site 3)FQA Site 4)CQA & IG
 ADANI POWER LTD
CHP CLEARANCE REPORT

Project Name : 2 x 660 MW [Phase III]

Unit No : 7 [ 660 MW TPP] Area: Civil works: Boiler,TG and ESP
and 3 x 660 MW [Phase IV] Mundra

Under EPC awarded to SEPCO III, Civil works are awarded Equipment /
Contract Name: Civil works
to M/s Gannon Dunkerley and Company Ltd. [M/s GDC] System :

Sub- Contractor : M/s Gannon Dunkerley and Company

Contractor : M/s SEPCO III,China Manufacturer Civil
: works awarded to M/s GDC
Ltd. [M/s GDC]
Date of Inspection:-
From 01.12.2008 to 29.12.2008 [Consolidated] Location Unit
: No: 7 [ 660 MW TPP]
Consolidated Report

CHP
M / SEPCOIII / GDC / 7 / 291208 / 008 Date: From 01.12.2008 to 29.12.2008 [Consolidated]
NO.

Specn/Drg Ref No. Description of

Classification Activity and Brief Description Acceptable Value/ Actual Results
Sl.No. FQP Reference No. Item / Remarks
of Checks operation of Check and Test Acceptance Std. Obtained
Component

APL / SFQP / 001 Visual and Witnessed by AG's FQA, Survelliance by AG's
1 dated 27.02.2008 A Excavation Nature of soil Random, SR OK FQA
1.0 SC as per USCS Results maintained : LB

The tests are

not required to
be carried out
One sample per
because all the
batch is to be
APL / SFQP / 001 Retesting of Cement times , the
tested if stored Witnessed by AG's FQA, Survelliance by AG's
2 dated 27.02.2008 A for compressive IS 12269 IS 12269 consumption in
beyond 60 days in FQA
3.1.1 strength toto is made at
Contractor's
site within 60
godown
days of the
manufacturing
date

The water is tested

APL / SFQP / 001 Check for concrete Witnessed by AG's FQA, Survelliance by AG's
for its as per IS 456
3 dated 27.02.2008 A compressive strength IS 456 OK FQA
at each change of
3.1.4 and IST Results maintained : LB
source

APL / SFQP / 001 Four trials are IS 456, Witnessed by AG's FQA, Survelliance by AG's
Trial Mix (CCS) Mix
4 dated 27.02.2008 A Concrete carried out for each IS516 and OK FQA
Design
3.1.5(b) grade of concrete IS10262 Results maintained : LB and SR
 One set of 6 cubes
per 100 cubic
meter or part
APL / SFQP / 001 thereof for each Witnessed by AG's FQA, Survelliance by AG's
Crushing strength IS 456, OK
5 dated 27.02.2008 A Concrete grade of concrete. FQA
Work test cubes IS 516
3.1.5 ( c) 3 cubes tested at Results maintained : LB and SR
age of 7 days and
3 cubes at age of
28 days

APL / SFQP / 001 Concrete Witnessed by AG's FQA, Survelliance by AG's

Calibration of batching Calibration once in Visual and
6 dated 27.02.2008 A Conveying Placing OK FQA
plant every three months Measurement
4.0 and Compaction Results maintained : SR

APL / SFQP / 001

Top deck of TG
7 dated 27.02.2008 A Ultrasonic testing IS 13311 Part II IS 13311 Part II Shall be tested after the deck slab is cast ,still it is not cast.
Foudation
5.0( a)

APL / SFQP / 001

Hardened IS 456, IS 456,
8 dated 27.02.2008 A Core test Need is not felt because the SD and CoV values are satisfactory
concrete IS 516 IS 516
5.0( b)

APL / SFQP / 001

Hardened IS 456, IS 456,
9 dated 27.02.2008 A Rebound Hammer Need is not felt because the SD and CoV values are satisfactory
concrete IS 516 IS 516
5.0( c)

Witnessed by AG's FQA, Survelliance by AG's

FQA
APL / SFQP / 001 Results maintained : TR(s) of the outside
Mechanical and Reinforcement
10 dated 27.02.2008 A IS 1786 IS 1786 OK laboratory and TC(s) submitted by manufacturer
Chemical properties steel
6 The intermediate tests are also carried out at
outside laboratory to ascertain the physical and
chemical paramete

[ ] [ Pradeep Panchal] [Parvata Gouda] [ K.P.Chakerwarti]

Contractor M/s SEPCO III Manufacturer M/s GDC Executing Department ,APL Mundra FQA,APL Mundra

Copies to :

1). Contractor / Sub-Contractor 2)Executing Dept/Site 3)FQA Site 4)CQA & IG

 ADANI POWER LTD
CHP CLEARANCE REPORT
Project Name : 2 x 660 MW [Phase III ]
Unit No : 8 [ 660 MW TPP] Area: Civil works:Boiler,TG and ESP
and 3 x 660 MW [Phase IV] Mundra

Under EPC awarded to SEPCO III, Civil works are awarded to M/s
Contract Name: Equipment / System :Civil works
Simplex Infrastructure Ltd. [M/s SIL]

Contractor : M/s SEPCO III,China Sub- Contractor : M/s Simplex Infrastructure Ltd. [M/s SIL] Manufacturer Civil
: works awarded to M/s SIL

Date of Inspection:-
From 01.12.2008 to 31.12.2008 [Consolidated] Location Unit
: No: 8 [ 660 MW TPP]
Consolidated Report

CHP
M / SEPCOIII / Simplex / 8 / 311208 / 00 Date: From 01.12.2008 to 31.12.2008 [Consolidated]
NO.

Specn/Drg Ref No.

FQP Reference Classification Activity and operation Description of Item Brief Description of Acceptable Value/ Actual Results
Sl.No. Remarks
No. of Checks / Component Check and Test Acceptance Std. Obtained

APL / SFQP / 001 Witnessed by AG's FQA, Survelliance by

Visual and Random,
1 dated 27.02.2008 A Excavation Nature of soil SR OK AG's FQA
SC as per USCS
1.0 Results maintained : LB

One sample per

APL / SFQP / 001 batch is to be tested
Retesting of Cement for Witnessed by AG's FQA, Survelliance by
2 dated 27.02.2008 A if stored beyond 60 IS 12269 IS 12269
compressive strength AG's FQA
3.1.1 days in Contractor's
godown

APL / SFQP / 001 Check for concrete The water is tested for its Witnessed by AG's FQA, Survelliance by
3 dated 27.02.2008 A compressive strength Water as per IS 456 at each IS 456 OK AG's FQA
3.1.4 and IST change of source Results maintained : LB

APL / SFQP / 001 Four trials are carried out IS 456, Witnessed by AG's FQA, Survelliance by
Trial Mix (CCS) Mix
4 dated 27.02.2008 A Concrete for each grade of IS516 and OK AG's FQA
Design
3.1.5(b) concrete IS10262 Results maintained : LB and SR
 One set of 6 cubes per
100 cubic meter or part
APL / SFQP / 001 thereof for each grade of OK Witnessed by AG's FQA, Survelliance by
Crushing strength IS 456,
5 dated 27.02.2008 A Concrete concrete. [Separate AG's FQA
Work test cubes IS 516
3.1.5 ( c) 3 cubes tested at age of sheets attached] Results maintained : LB and SR
7 days and 3 cubes at
age of 28 days

APL / SFQP / 001 Concrete Conveying Witnessed by AG's FQA, Survelliance by

Calibration of batching Calibration once in every Visual and
6 dated 27.02.2008 A Placing and OK AG's FQA
plant three months Measurement
4.0 Compaction Results maintained : SR

APL / SFQP / 001

Top deck of TG
7 dated 27.02.2008 A Ultrasonic testing IS 13311 Part II IS 13311 Part II Shall be tested after the deck slab is cast ,still it is not cast.
Foudation
5.0( a)

APL / SFQP / 001

IS 456, IS 456, Need is not felt because the SD and CoV values are
8 dated 27.02.2008 A Core test Hardened concrete
IS 516 IS 516 satisfactory
5.0( b)

APL / SFQP / 001

IS 456, IS 456, Need is not felt because the SD and CoV values are
9 dated 27.02.2008 A Rebound Hammer Hardened concrete
IS 516 IS 516 satisfactory
5.0( c)

Witnessed by AG's FQA, Survelliance by

AG's FQA
Results maintained : TR(s) of the outside
APL / SFQP / 001
Mechanical and laboratory and TC(s) submitted by
10 dated 27.02.2008 A Reinforcement steel IS 1786 IS 1786 OK
Chemical properties manufacturer
6
The intermediate tests are also carried out at
outside laboratory to ascertain the physical
and chemical paramete

[ ] [Narayan Parida] [ Parvata Gouda] [K.P.Chakerwarti]

Contractor M/s SEPCO
Manufacturer M/s SIL Executing Department, APL Mundra FQA ,APL Mundra
III

Copies to :
1). Contractor / Sub-Contractor 2)Executing Dept/Site 3)FQA Site 4)CQA & IG
 ADANI POWER LTD
CHP CLEARANCE REPORT

Project Name : 2 x 660 MW [Phase III]

Unit No : 9 [ 660 MW TPP] Area: Civil works: Boiler,TG and ESP
and 3 x 660 MW [Phase IV] Mundra

Under EPC awarded to SEPCO III, Civil works are awarded Equipment /
Contract Name: Civil works
to M/s Gannon Dunkerley and Company Ltd. [M/s GDC] System :

Sub- Contractor : M/s Gannon Dunkerley and Company

Contractor : M/s SEPCO III,China Manufacturer Civil
: works awarded to M/s GDC
Ltd. [M/s GDC]
Date of Inspection:-
From 01.12.2008 to 29.12.2008 [Consolidated] Location Unit
: No: 9 [ 660 MW TPP]
Consolidated Report

CHP
M / SEPCOIII / GDC / 9 / 2912 08 / 0 Date: From 01.12.2008 to 29.12.2008 [Consolidated]
NO.

Specn/Drg Ref No. Description of

Classification Activity and Brief Description Acceptable Value/ Actual Results
Sl.No. FQP Reference No. Item / Remarks
of Checks operation of Check and Test Acceptance Std. Obtained
Component

APL / SFQP / 001 Visual and Witnessed by AG's FQA, Survelliance by AG's
1 dated 27.02.2008 A Excavation Nature of soil Random, SR OK FQA
1.0 SC as per USCS Results maintained : LB

The tests are

not required to
be carried out
One sample per
because all the
batch is to be
APL / SFQP / 001 Retesting of Cement times , the
tested if stored Witnessed by AG's FQA, Survelliance by AG's
2 dated 27.02.2008 A for compressive IS 12269 IS 12269 consumption in
beyond 60 days in FQA
3.1.1 strength toto is made at
Contractor's
site within 60
godown
days of the
manufacturing
date

The water is tested

APL / SFQP / 001 Check for concrete Witnessed by AG's FQA, Survelliance by AG's
for its as per IS 456
3 dated 27.02.2008 A compressive strength Water IS 456 OK FQA
at each change of
3.1.4 and IST Results maintained : LB
source

APL / SFQP / 001 Four trials are IS 456, Witnessed by AG's FQA, Survelliance by AG's
Trial Mix (CCS) Mix
4 dated 27.02.2008 A Concrete carried out for each IS516 and OK FQA
Design
3.1.5(b) grade of concrete IS10262 Results maintained : LB and SR
 One set of 6 cubes
per 100 cubic
meter or part
APL / SFQP / 001 thereof for each Witnessed by AG's FQA, Survelliance by AG's
Crushing strength IS 456, OK
5 dated 27.02.2008 A Concrete grade of concrete. FQA
Work test cubes IS 516
3.1.5 ( c) 3 cubes tested at Results maintained : LB and SR
age of 7 days and
3 cubes at age of
28 days

APL / SFQP / 001 Concrete Witnessed by AG's FQA, Survelliance by AG's

Calibration of batching Calibration once in Visual and
6 dated 27.02.2008 A Conveying Placing OK FQA
plant every three months Measurement
4.0 and Compaction Results maintained : SR

APL / SFQP / 001

Top deck of TG
7 dated 27.02.2008 A Ultrasonic testing IS 13311 Part II IS 13311 Part II Shall be tested after the deck slab is cast ,still it is not cast.
Foudation
5.0( a)

APL / SFQP / 001

Hardened IS 456, IS 456,
8 dated 27.02.2008 A Core test Need is not felt because the SD and CoV values are satisfactory
concrete IS 516 IS 516
5.0( b)

APL / SFQP / 001

Hardened IS 456, IS 456,
9 dated 27.02.2008 A Rebound Hammer Need is not felt because the SD and CoV values are satisfactory
concrete IS 516 IS 516
5.0( c)

Witnessed by AG's FQA, Survelliance by AG's

FQA
APL / SFQP / 001 Results maintained : TR(s) of the outside
Mechanical and Reinforcement
10 dated 27.02.2008 A IS 1786 IS 1786 OK laboratory and TC(s) submitted by manufacturer
Chemical properties steel
6 The intermediate tests are also carried out at
Laboratory Accredited by NABL / SEPCO III
Laboratory to ascertai

[ ] [ Pradeep Panchal] [Parvata Gouda] [ K.P.Chakerwarti]

Contractor M/s SEPCO III Manufacturer M/s GDC Executing Department ,APL Mundra FQA,APL Mundra

Copies to :

1). Contractor / Sub-Contractor 2)Executing Dept/Site 3)FQA Site 4)CQA & IG