Fqp Gdc

STANDARD FIELD QUALITY PLAN ( GANNON DUNKERLEY & CO. LTD.) TO BE USED FOR:

ADANI POWER LTD 7TH Floor,Sambhav Building judges Bungalow ITEM: CIVIL WORK road Bodakdev, SYSTEM:__________________ Ahmedabad-380015

SL.N O

ACTIVITY AND OPERATION

CHARACTERISTICS

1

2

3

1

SUB-

CLASS OF CHECK # 4

PROJECT : 5 x660MW MUNDRA Name of Client : SEPCO III Name of Owner: M/s Adani Power Ltd. Contract No. :

QP NO : GDC/SFQP/001 REV.NO.: 0 DATE:

TYPE OF CHECK

QUANTUM OF CHECK

REFERENCE DOCUMENT

ACCEPTANCE NORMS

FORMAT OF RECORD

5

6

7

8

9

D*

same as Columnn 7

SR

√

1.10

Naturre of Soil/Rock

B

Visual+TC review

Random

1.20

Initial Ground Level & Foundation Layout

C

Measureme nt

100%

_do_

_do_

SR

√

1.30

Final Pit / bed Level

C/B

_do_

100% for C & Random for B

_do_

_do_

SR

√

Random by AG

FILL MATERIALS ( For borrowed fill materials as per site requirement

2.10

Grain Size Analysis

B

Physical

Note 1

IS 2720(PT IV)

IS 2720(PT IV)

SR/TR

√

2.20

Liquid and Plastic Limit

B

_do_

Note 1

IS 2720(PT V)

IS 2720(PT V)

SR/TR

√

2.30

Shrinkage Limit

B

_do_

Note 2

IS 2720(PT VI)

IS 2720(PT VI)

SR/TR

√

2.40

Free Swell Index

B

_do_

Note 2

IS 2720(PT XI)

IS 2720(PT XI)

SR/TR

√

2.50

Chemical Analysis

2.60

10

EXCAVATION As per contractor's scheme for excavaton/appd .drg.

2

REMARKS

Note 1 :- Minimum 2 samples in every 2000 cum of each type and source of fill materials Note 2 : Min. 2 samples in every 5000 cum of each type and source of fill material.

√

a) Organic Matter

B

_do_

Note 3

b)Calcium Corbonate

B

_do_

Note 3

c) PH Value

B

_do_

Note 3

d) Total Soluble Sulphate

B

_do_

Note 3

Moisture Content of fill before compaction

B

_do_

Note 1

Page 1 of 21

IS 2720(PT XXII) IS 2720(PT XXII) IS 2720(PT XXIII) IS 2720(PT XXVI) IS 2720(PT XXVII) IS 2720(PT II)

IS 2720(PT XXIII) IS 2720(PT XXVI) IS 2720(PT XXVII) IS 2720(PT II)

SR/TR

√

SR/TR

√

SR/TR

√

SR/TR

√

SR/TR

√

Note 3 :- One in every 5000 cum for each type and source of fill materials.

2.70

Degree of Compaction fill a) Dry density by Core Cutter method or Dry density by sand displacement method or Relative Density Index

2.80 3 3.10

A/B

_do_

Note 4

b) Dry Density by proctor needle penetraction

B

_do_

Random for each compactor layer

Sand

B

_do_

a) Manufacture's TC as per I.S -8112 & I.S - 1489(PART- I)

A

b) Storage of Cement

c) Retesting of Cement for compressive strenth & setting time, if stored more than 90 days in Contractor godown

IS 2720 ( Pt IS 2720 ( Pt XXIX) OR IS XXIX) OR IS 2720 (Pt XXVIII) 2720 (Pt XXVIII) OR IS 2720 (Pt OR IS 2720 (Pt XIV) XIV)

SR/TR

Note 4 :- i) For Foundation backfilling one for every 10 founations for each √ compacted layer. Ii) For area filling one in every 1000 sqm. Area for each compacted layer.

ASTM-D1588

ASTM-D1588

SR/TR

√

Random

IS 2720 & IS 383

IS 2720 & IS 383

SR/TR

√

Review

100%

IS 8112 Grade 43 IS-1489 (Part-I)

IS 8112 Grade 43 IS-1489 (Part-I)

TC

√

Manufacturers's TC for each batch to be reviewed

B

Visual

100%

IS - 4082

IS - 4082

SR

√

Cement to be stored on raised platfarm in a weather tight covered store.

A

Testing

One Sample per batch

TC

√

CAST-IN -SITU CONCRETE Materials

3.1.1

Cement

Page 2 of 21

As per relevant As per relevant IS code IS code

3.1.2

Coarse Aggregate

a) Moisture Content

B

d)Specific gravity, bulk density, voids, water absorption

B

_do_

While establishing design mix & once per 500 Cum or part there of sourse

B

_do_

Once per IS - 2386(Partsource & II) IS-456 every change & IS -383 of source

B

SR / TR IS - 2386(Part& II) IS-456 √ Lab.repo & IS -383 rt

Physical

Once per SR / TR IS - 2386(Part- IS - 2386(Partsource & & IV) IS-456 IV) IS-456 √ every change Lab.repo & IS -383 & IS -383 of source rt

Expeert opinion regarding suitability of aggreagates shall be obtained by contractor from the specialist agency like NCBM,CSMRS etc.

f) Alkali aggregate reactivity test

B

_do_

B

SR / TR

These test will be carried out while establishing design mix and results shall be intimated to site for review and approval.

_do_

A

IS - 2386(PartIII) IS-456 & IS -383

While establishing SR / TR design mix & IS - 2386(Part- IS - 2386(Part& once for each III) IS-456 III) IS-456 √ Lab.repo source & for & IS -383 & IS -383 rt every change of source

B

h) Crushing value, abrasion value, impact value

These test will be carried out while establishing design mix and results shall be intimated to site for review and approval.

Note - 5

e) Soundness

g) Petrographic examination of aggregate

SR / IS - 2386(Part- IS - 2386(Part- I) Lab.repo √ I) & IS -383 & IS -383 rt

Physical

b) Praticle Size & Shape ( sieve Analysis, determination of material finer than 75 Micron, flakines index, elongation index, angularty number c) Deleterious material & Organic impurities ( determination of clay lumps, fine silt, fine dust, lightweight pieces, soft praticle & estimation organic impurities)

√

Note 5 :- Once for each coarse aggregate stock.When there is rain test to be done everyday before start of concreting.

IS - 2386(PartIII) IS-456 & IS -383

_do_

_do_

_do_

_do_

Once per source & every change of source

Page 3 of 21

IS - 2386(PartSR / TR IS - 2386(PartThe result should be VII) ASTM& VII) ASTM√ supported by petrographic C1260 & Lab.repo C1260 & IS -383 examination IS -383 rt Petrographic report shall SR / TR be supported by the IS - 2386(Part- IS - 2386 & analysis & VIII) & IS (Part- VIII) & IS √ Lab.repo recommendation of -383 -383 rt specialist such as NCBM & CSMRS etc. The report shall be SR / TR supported by the analysis IS - 2386 & IS IS - 2386 & & √ & recommendation of -383 IS -383 Lab.repo specialist such as NCBM & rt CSMRS etc.

i) Repeated Temp. Cycle Test of aggregate

3.1.3

Fine Aggregate

B

_do_

_do_

-

No residual expansion

TR

√

Applicable for aggregate used in TG,BFP,FAN & Mill foundations, Contrator shall be obtain opinion of specialist agency for suitability of aggregate Volume of sand & weight of water shall be adjusted as per moisture content

a) Bulkage, Moisture Content, & Mortar making properties

B

_do_

IS - 2386(Part- IS - 2386(PartSR / TR Everyday III), IS- III), IS& before start of 386(Part-VI) 386(Part-VI) √ Lab.repo work & IS & IS rt -383 -383

b)All other tests similar to coarse aggregate mentioned at sl.no.3.1.2 ( c ), (d) to (g) Sieve analyses.

B

_do_

Once per source & every change of source

Page 4 of 21

-

-

SR / TR & √ Lab.repo rt

3.1.4 a) Test for acidity and alkalinity by neutralization of water using indicator and chloride content

Water

3.1.5 CONCRETE

Quaterly for IS-3025 (Part-22 each source & 23), IS - 456

IS - 456

TR

100 ml of water should not require more than 5ml 0.02 N NaOH ( using √ phenolphathalinc Indicator ) and 25ml of 0.02 N sulphuric acid.

IS-3025 (Part18), IS - 456

TR

√

TR

√

IS - 456

TR

√

IS - 456

TR

B

Testing

b) Test for as certaining limit of solid

B

_do_

_do_

IS-3025 (Part18), IS - 456

c) Test for PH Value

B

_do_

_do_

IS-3025 (Part- IS-3025 (Part-II), II), IS - 456 IS - 456

d) Check for initial set time used water & distilled water

B

_do_

_do_

IS - 456

e) Check for concrete compressive strenth with used water and water and distilled water

A

_do_

Refer remark

IS - 456

Physical

One Sample every 2(two)hrs. for every mixing plant

a) Workablity ( slump) test

B

b) Trial Mix (Cubes compressive strength) Mix design

A

Physical

c ) Crushing strngth( work test cube)

A

_do_

d) Water cement ratio

B

Physical

e) Cement content

B

_do_

IS - 456 ,IS1199

IS - 456, IS1199

Initial Set time for used water should not be less than with distilled water. These checks are to be carried out only if the result of test mentioned at √ 3.1.4a,b,c are not acceptable.

SR / TR & √ Lab.repo rt

Slump test for medium and high workability & compaction factor test for medium and low workability For trial mix min 6 cubes for each mix out of which 3 cubes shall be tested at 7 days and remaining 3 cubes shall be tested for 28 days comp. strength.Mix design test shall be carried out at NCBM or CSMRS etc.

Min. 4 trial Mix with & without IS- 456, IS- 516, IS- 456, IS- 516, admixture ISISSR/TR √ with fly ash for 10262 10262 each grade of concrete One set of 6 cubes per 100 m3 or part 3 cubes shall be tested at there of for 7 days & remaining 3 each grade of IS- 456, IS- 516 IS- 456, IS- 516 SR/TR √ cubes shall be tested for concrete per 28 days comp. strenght. shift whichever is earlier SR / TR At random at As per printed report from IS 1199 & appd IS 1199 & appd & the time of √ computerised Batching design mix design mix Lab.repo batching plant for each of concrete. rt _do_

Page 5 of 21

_do_

_do_

SR / TR & √ Lab.repo rt

_do_

4

IS - 9103, ASTM IS - 9103, ASTM - C- 494 & appd - C- 494 & appd design mix design mix

f) Admixture for concrete

B

Testing review TC

100%

g) Dimension and visual examination of finished structure

B

Visual & Measurmen t

100%

IS- 456 & drg.

A

_do_

100%

A

Measureme nt

100%

Admixture Brand shall be approved by site.

TR

√

IS- 456 & drg.

SR

√

IS - 457

IS - 459

Calibrati on of mixer

√

Concrete mixture shall be calibrated at time of starting & subsequently once in three months

-

-

_do_

√

To be calibrated at the time of starting & subsequently once in 3 months

Concrete Conveying,Placing & Compaction a) Mix of concrete ( Calibration of concrete mixer)

b) Calibration of Batching Plant

c) Handling and tramportation

C

Physical

100%

As per construction / erection methodology

As per construction / erection methodology

SR

Free fall or drop shall be limited to 150 cm unless permitted. Concrete sholud be placed within 30 minutes of its removal from mixture. Construction methodology to be approved one weak prior to start of work No concrete shall be placed until the place of deposit has been inspected & approved. The concrete shall be deposited in such a manner to maintain ,until completion of unit, a plastic horizantal surface throughout.

d) Placement of concrete

B

_do_

100%

_do_

_do_

SR

e) Temp. control of concrete for top deck of TG foundation

B

Physical

100%

-

Temp. 250 c Max.

SR

f) Check for placement

B

_do_

100%

-

As per appd.constructio n methodology

SR

Page 6 of 21

√

Appropriate shall be taken to controll the concrete temp. If water accumulates at surface due to bleeding or other causes, concreting shall be stopped as far as poible for reconsideration of mix design.Accumulated water shall be removed by sponge.

g) Compaction

B

_do_

Random

-

Check for segregation as per IS- 456

SR

h) Curing

B

_do_

_do_

-

Check period of curing as per IS 456

SR

I) Cleanliness, provision of chute & arrangement for transprotation of concrente

C

Visual

100%

-

Before clearance for concreting

SR

j) Check for segregation

B

Physical

Random

-

Check period of curing as per IS 456

SR

Page 7 of 21

√ Exposed Concrete surface shall be protected against heating & drying atleast 72 hrs after placement. Curing compound may be used if needed.

5

Test / Check on RCC Structure in Hardened condition

a) Ultrasonic Test on top deck of TG foundation

A

b) Core Test

A

c) Rebound Hammar Test

A

d) Dimensional check of finished structure

B

e) Water tightness Test of liquid retaining structure

A

UT

Physical

100%

As per site Engineer

IS- 13311

IS- 13311

IS - 456, IS- 516 IS - 456, IS- 516

UT report

√

TR

Acceptabily only if average equivalent cube strength of the core equal to 85%of cube strength of the grade of concrete √ specified for the corresponding age and no individual core has result less than 75% of cube strength.

_do_

-

-

SR

√

Measureme nt

100%

As per drg.

IS-456

SR/Insp Report

√

Test

100%

IS - 3370

IS - 3370

SR/Insp Report

√

Page 8 of 21

The grid shall be 300 mm c/c or as required by site engineer

6

6.1

Reinforcement steel

a) Mechanical and Chemical Properties

A

TC Review

100%

IS-1786, IS-432, IS-1786, IS-432, ISIS1566 1566

b) Cutting tolerance

B

Measureme nt

Random

IS-1852, IS-432, IS-1852, IS-432, ISIS1786 1786

TC for each batch shall be reviewed. Report test may √ be carried out as per requirement of site engineer.

TC

SR/LB

Tolerance as per specification To be checked at site. Steel materials to be stored properly to prevent rusting.

c) Freedom from crack from crack & surface flow, lamination

B

Visual

Random

_do_

_do_

SR

a) Check for bar bending schedule with necessary laps, specer & chairs

B

Review

100%

Drawing

Drawing

SR

b) Check for cover specing bars

B

100%

_do_

Drawing

SR

c) Check for bending of bars

B

100%

_do_

Drawing

SR

_do_

_do_

SR

√

IS - 456 Bar bending schedule Drawing & bar bending schedule

IS - 456 Bar bending schedule Drawing & bar bending schedule

SR

√

SR

√

Placement of Reinforcement Steel d) Check for space & chair after reinforcement cage is put inside the formwork

Review & Measureme nt Visual & Measurmen t

B

_do_

100%

e) Lapping of bars

B

Measureme nt

100%

f) Check all joint crossing

B

Visual

Random

Page 9 of 21

Crossing of the bars are to be tied up properly with right gauge annealed wire

7

Staging & Forms a)Material and accessories

B

Visual

Once

As per relevant As per relevant IS code IS code

SR

i) Soundness of staging, shuttering & scaffolding

B

Visual

Once

IS-3696, ISIS-3696, IS4014, IS-4990 4014, IS-4990

SR

ii) Plywood for concrete shuttering work

B

Visual

Once

IS-4990,ISIS-4990,IS1734(Part-I to 1734(Part-I to II) II)

SR

Once

Asper supplier / Asper supplier / manufacturer manufacturer recommendatio recommendatio n n

SR

Fortnightly

IS-14687,ISIS-14687,IS3696 & As per 3696 & As per National safety National safety council council

SR

√

SR/TR

√

iii) Hoisting of personal & material b) Connection between indivisual scaffolding unit & safe slendreness ratio two indipendent safety measure against collapse c) Concrete Strength during climbing process

8

Embedded Part

B

Visual

Manufactures will supply technical data ( Type of adhesive used, type of preservative used density of plywood etc.

B

Visual

B

Testing

d) Alignment / shape

B

Measureme nt

_do_

As per drg.

As per drg.

SR/TR

√

e) Check form's seam mark & water tightness

B

Physical

Random

As per drg.& specn

As per drg.& specn

SR/TR

√

For each lift of As per provision As per provision shuttering & tolerances & tolerances

( including laying of rails & anchor fasteners) a) Position and level of embeded parts b)Position, depth, & size of bolt hole c) Location, verticality of pipe sleeve/ opening of bolt hole d)Welding/ tieing of embeddment to reinforcement

B

Dimn.

100%

As per drg.& specn

As per drg.& specn

SR

√

B

_do_

100%

_do_

_do_

SR

√

B

_do_

100%

_do_

_do_

SR

√

B

_do_

100%

_do_

_do_

SR

√

Page 10 of 21

9

Pre - Cast concrete One sample of six cube per IS- 516, IS-456 50 m3 or part thereof

a) Crushing Strength

A

Physical

IS- 516, IS-456

SR/TR

b) Workmanship free from visual defects

B

_do_

100%

Specn

Specn

SR

c) Dimension of finish structure

B

Measureme nt

100%

IS-456, Specn

IS-456, Specn

SR

d) Load Test

A

Measureme nt

5%or as decided by APL site I/C

IS- 1199 & IS456

A minimum of three cubes √ shall be tested for 28 days compressive strength The precast units shall be free from defects like honeycombing, reinforcement exposure and should have good finish. All releavant test like workability , cube tests shall be carried out as per IS 456 , same as applicable to cast-in-situ concrete. Grade of concrete shall be as per speci/drg √

SR/TR

√

These test shall also be carried out in case of doubt regarding grade and quality of concrete.

IS- 1199 & IS456

SR/TR

√

According to mix design

IS-456, as IS-456, as decided by APL decided by APL site I/C site I/C

e) Workability

B

Physical

One Sample every 2(two)hrs. from mixing plant

f) Water cement ratio

B

Physical

Random

IS- 1199

IS- 1199

SR/TR

√

According to mix design

g) Cement content

B

Physical

At random at the time of batching

IS- 1199

IS- 1199

SR/TR

√

According to mix design

Page 11 of 21

10 Brick Masonary a) Test on Bricks i) Dimn. & colour ii) Compressive Strength,water absorption, warpage, efflorescence b)Test on Concrete Bricks

A

Visual & Measurmen t

As per IS standard

A

Physical

As per IS standard

IS- 1077

IS- 1077

Specn. & Is std. Specn. & Is std. IS-1077, ISIS-1077, IS3495(part- I to 3495(part- I to IV) IV)

SR/TR

√

SR/TR

√

SR/TR

√

Cement used in mortar shall confim to either IS 269 or IS 455. Sand shall confirm to IS 2116-1980

b) Test on Mortar i)Compressive Strength Consistency and water retentivity for each portion of wall plaster & ceiling

C

Test

Random

IS- 2250

B

Visual & Measurmen t

100%

Is-2212,IS1905 Tech.Specn.

IS- 2250

SR/TR

√

c) Masonry Construction i) Workmanship,verticality, and alignment

Efflorescence shall be checked at each source. Pre conditional of bricks shall be as per IS Std.

Page 12 of 21

IS-2212,IS- 1905 SR/Insp Tech.Specn. Report

√

11 Sheeting Work

i) Material

A

Review

100%

ii) Storage at site

B

Visual

100%

ii) Installation, alignment & workmenship iii) Check for level & slope iv)Proper installation of flashing v) Fixing including opening location vi) Fastener for sheeting work

i) where a materials is manufacured or fabricated as per spec & drg , separate QP will be application and contrator should submit to APL for approval. ii ) For Asper aluminum door and Asper applicable TR?TC applicable IS window, check for IS std.& for test √ std.& anodisation as per Tech,Specn. as per IS Tech,Specn. applicable speci. iii) For aluminium cladding, grade of aluminimum to be checked iv) All test shall be carried out at manufactures work before Storage should be on desptch. raised plaform, profile sheet, if used, will be kept covered in wheather proof storage to avoid any exposur to water. Manufacturer's Manufacturer's Principele of first in and recommendatio recommendatio SR first out shall be applied n n for erection the sheet. The sheet packet shall be stacked neatly clear off the ground at an angle to the ground to drain moisture. As per Specn As per Specn SR √

B

Visual & Measurmen t _do_

B

_do_

_do_

_do_

_do_

SR

B

_do_

_do_

_do_

_do_

SR

B

_do_

_do_

_do_

_do_

SR

B

100% Visual & Measurment

_do_

_do_

SR

Page 13 of 21

12 12.1

Finishing Items Plastering Raw Material a)Fine Sand

i) General Quality

B

Visual

ii) Deleterious materials

B

Physical

_do_

IS- 2366,Is2116

iii) Grading of Sand

B

_do_

_do_

B

Review

_do_

B

i) Check finish surfece for defect like blistering, cracking & irregularity of surface texture

B

ii) Truness of finish plaster surface

B

b) Glavanised hexagonal wire Testing for all netting for plastering characterics asper code c) Plaster of Paris Final inspection

iii) Check thickness of plaster over brick

SR

√

IS- 2366,Is2116

SR

√

IS- 1542

IS- 1542

SR

√

100%

IS- 3150

IS- 3150

TC

√

Test

One sample per 50 m3 or part thereof

IS-2547, IS 1542,IS- 2333

IS-2547, IS 1542,IS- 2333

TR

√

Visual

Random

IS-1661

IS-1661

SR

√

Measureme nt

Random

Specn.

See remark

SR

Min. 18 mm thick for out side & 12 mm thick for inside surface of Min.thick

Finish plaster surface shall not show any deviation √ more than 4mm when checked with straingth edge of 2 m length

SR

√

motar should be 6 mm. Min.7 days curing time

SR

√

SR

√ √

B

_do_

_do_

_do_

B

_do_

_do_

_do_

B

_do_

_do_

_do_

i)Check for slope / levels

B

Measureme nt

100%

Drg.

Drg.

SR

ii) Chipping of floor prior to commencement of actual finishing work

C

Visual

100%

_do_

_do_

SR

iii) Curing of cement concrete floor

B

Measureme nt

100%

_do_

Min.7 days curing time

SR

√

iv) Tiles for finish floors

B

Review

100%

_do_

_do_

TC

√

iv) Chck thickness of plaster over concrete ceiling v) Curing of plaster surface 12.2 Flooring & Finishing work

Once per 100 m3 or part thereof or Tech Specn. IS - Tech Specn. IS change of 1905 SL 1905 SL source no.6,3.4 no.6,3.4 whichever is earlier

Page 14 of 21

No ponding of water on finished surface to be ensured

v) Polishing of tiled finish floor

B

Visual

100%

_do_

_do_

SR

√

a) PVC coated chain link mesh

B

Visual & Physical

Random per lot

Drg.

Drg.

TC

√

b) Welded wiremess

B

_do_

_do_

_do_

_do_

TC

√

c) Barbed wire

B

_do_

_do_

_do_

_do_

TC

√

i)Verticality & aligment

B

_do_

100%

_do_

_do_

SR

√

ii) Fixing of fencing

B

_do_

100%

_do_

_do_

SR

√

Fabrication & workmanship

B

100%

Drg.

Drg.

SR

i) Material

B

Random

Relevant IS

Relevant IS

TC

ii) Fixing & erection

B

Visual

_do_

_do_

_do_

SR

B

Visual

100%

As per drg. & specn.

As per drg. & specn.

SR

12.3 Fencing & Gates i)Materials

ii) Final inspection

iii) M.S. Gate 12.4 False Ceiling

13

Painting of i)Check painting of Concrete Surface underground & super surface

Visual & Physical Review of TC

Page 15 of 21

√

√

All supports, hangers, accossories shall be as per speci / approved manufactures's recommendation

14

Special item i)Bitumastic flooring ii) Earthing Materials

B

Visual + TC

100%

As per drg. & specn.

As per drg. & specn.

SR

√

a) Check weld size & length

B

Measureme nt

100%

Specn.

Specn.

SR

√

b)Dyc. Penetrant Test

A

NDT

100%

_do_

_do_

TC

√

c) Earth Test

A

Testing

Weld 100%

_do_

_do_

SR

√

A

TC

Random per lot

Applicable IS

Applicable IS

SR

√

Random

_do_

_do_

SR

√

a) Check bitumen grade

iii) Composite Aluminium Panel a) Material b) Installation 15

16

17

Painting of Structural Steel

Grouting of foundation

Rolling Shutter

a) Painting Material

A

A

Visual + Measurmen t Correlated TC for each batch

Random per lot

_do_

_do_

TC

√

SR

√

Random

Specn.

Surface shall be cleaned to near white metal surface (sa 2 1/2)

Correlated manufactures test certificate for each batch shall be submitted for review.

b) Surface preparation

B

Visual + Physical

c) Check thickness of paint after each coating

B

Measureme nt

100%

Drg. + Specn.

Specn.

SR

√

d) Check adhesion of paint

B

_do_

100%

_do_

Paint should not peel off

SR

√ carried not for high thickness

a) Grouting pressure

B

Physical

Random

Drg.

Drg.

SR

√

Manufacturer's specn.

Manufacturer's specn.

SR

√ √

b) Composion of grout

B

_do_

Each lot / batch

c) Compressive Strength

B

Test

_do_

specn.

specn.

SR

a) Material & accessories

B

Review TC Visual + Measurmen t Measureme nt

One / lot

Drg. + Specn.

Drg. + Specn.

TC

Random

_do_

_do_

SR

100%

_do_

_do_

SR

Visual

100%

_do_

_do_

SR

b) Dimensoin & workmanship c) Verticality & Allignment d) Performance of rolling shutter ( smooth operration)

B B B

Page 16 of 21

DFT shall be as per specification Adherim test should not be of coating

18

18.1

19

20

Door, Windows, i) Materials & Ventilators & Grill accessories

Fire Proof Door

IS- 2202(part- IS- 2202(part-II), II), IS-1038 IS-1038

B

Review TC

One per lot

SR/TC

√

ii) Check for dimn.

B

Physical

Random

Specn.

Specn.

SR

√

iii) Thickness of paint / anodized coating

B

_do_

_do_

Specn.

Specn.

SR

iv) Workmanship

B

Visual

B

Measureme nt

100%

_do_

_do_

SR

100%

Drg.

Drg.

SR

B

Visual

100%

Drg.

Drg.

SR

A

Review TC

One per lot

Drg. + Specn.

Drg. + Specn.

TC

√

B

Physical

100%

_do_

_do_

SR

√

B

Review TC

One per lot

IS- 14900, IS1081, IS-5437

IS- 14900, IS1081, IS-5437

TC

√

B

Visual

Random

Specn

Specn

SR

√

B

Review TC

One per lot

Specn

Specn

TC

√

B

Review TC

One per lot

Specn.

Specn.

TC

√

b) Surface preparation

B

Physical

Random

_do_

_do_

SR

c) Workmanship

B

_do_

100%

_do_

_do_

SR

d) Thickness of elastomeric membrane

B

Measureme nt

Random

_do_

_do_

SR

v) Verticality & alignment vi) Check smooth operation of door & shutter i) Check material ( steel, insulation & fire retardent painting etc.)

ii) Check for provision of latches, horizontal full width level & openable on pressing door stopper a) Materials & Glass & Glazing accessories work b) Fixing of glasses and glazing Roof water proofing a) Material & accessories i) High solid cement liquid elastomeric water proofing membrane ii) Bitumen membrane iii) Polymerised mastic iv) Sealing compound v) Galv. Chicken wire mesh vi) Chequered cement tiles

Page 17 of 21

Fire Proof door to be inspected and tested at manufactures's work before despatch.

21

e) Testing for dampness below elastomeric membrance

B

Physical

Random

_do_

_do_

SR

All elastomeric membrane shall be fully dreid to perform testing with water ponds created on min 5% of area of √ nominal size 6 m x 6 m for a height of 25 to 30 mm at critical location fo r a period of 48 hours.

f) Sealing of Joints of panels of wearing course

B

_do_

_do_

_do_

_do_

SR

√

a) Materials & accessories

B

Review TC

One per lot

TC

√

b) Surface finish, freedom from crack and other defects

B

Visual

100%

_do_

_do_

SR

c) Dimension and construction

B

Measureme nt

10% subject to min.of 3 nos.for each type of items

_do_

_do_

SR

Water supply, drainage and sanitation

21.1 Vitreous China sanitary items

Page 18 of 21

Is-2566 & Tech Is-2566 & Tech specn. specn.

Manufactures's TC shall be correlated with cousignment received

Tolerance limit as per relevant part of IS 2566

21.2 Flushing System

21.3 MISC. Sanitary & bathroom fittings

21.4 G.I.,C.I., P.V.C Pipes and fitting

21.5 Concrete and stone ware pipes

a) Materials / component including valve

B

Review TC

100%

IS- 2326, IS_ 174 & specn.

IS- 2326, IS_ 174 & specn.

TC

b) Surface finish, freedom from crack and other defects

B

Visual

100%

Relevant IS

Relevant IS

SR

c) Dimn. & construction

B

Physical

10% subject to min.of 3 nos.for each type of items

Relevant IS

Relevant IS

SR

B

Review TC

100%

_do_

_do_

TC

B

Visual

a) Materials & accessories b) Surface finish, freedom from crack and other defect c) Dimn. & construction

B

100% _do_ _do_ 10% subject to min.of 3 Physical _do_ _do_ nos.for each type of items Relevant IS Drg. Relevant IS Drg. Review TC 100% Specn. Specn.

a) Materials / component including valve

B

b) Surface finish, freedom from crack and other defect

B

Visual

10% subject to min.of 3 nos.for each type

c) Dimn. & construction

B

Measureme nt

_do_

B

Review TC

100%

B

Visual

Random

a) Materials & accessories b) Surface finish, freedom from crack and other defect

_do_

_do_

Toleranceas per IS- 1729, IS1536, IS1230 IS- 458, IS- 651, IS- 458, IS- 651, Tech specn Tech specn _do_

Relevant IS

Relevant IS

Measureme IS- 458, IS- 651, IS- 458, IS- 651, 5% of each lot nt Tech specn Tech specn

√

Manufactures's TC shall be correlated with the consigniment received

√

Correlated manufactures's TC shall be reviewed

√

Manufactures's test certificate with the cousignment shall be reviewed .

√

Correlated manufactures's test certificate with the consigment shall be reviewed

Tolerance limit as per cl. 14.3 id IS 2065

SR SR TC

SR

SR TC SR

c) Dimn. & construction

B

SR

a) Water pipe & fittings

i)Hydraulic pressure test

A

Physical

100%

IS- 2065

IS- 2065

SR/log book

√

b) Drain & sewer pipes above ground level

i)Smoke test

A

_do_

100%

Relevant IS

Relevant IS

_do_

√

ii) Water test

A

_do_

100%

_do_

_do_

SR

√

iii) Straightness test

B

_do_

100%

_do_

_do_

SR

√

i) Water test

A

_do_

100%

_do_

_do_

SR

√

ii)Smoke test

A

_do_

100%

_do_

_do_

SR

√

21.6 After installation of pipes

c) Drain & sewer pipe below ground level

Page 19 of 21

Smoke test and straightness tests are to be carried out on the pipe before burial.

pipe below ground level

d) Overhead Tank

iii) Straightness test

B

_do_

100%

_do_

_do_

SR

√

i)Surface finish

B

Visual

100%

IS & drg.

IS & drg.

SR

ii) Dimn. & construction

B

Physical

100%

_do_

_do_

SR

iii) Water tightness

A

Physical

100%

_do_

_do_

TR

√

a) Bitumen impregnated board

A

Review TC

One per lot

IS - 1838

IS - 1838

TC

√

b) PVC water stop

A

_do_

One per lot

IS - 12200

IS - 12200

TC

√

A

_do_

One per lot

IS - 1834

IS - 1834

TC

√

A

_do_

One per lot

IS - 1835

IS - 1835

TC

√

A

_do_

One per lot

IS - 4671

IS - 4671

TC

√

B

Visual

Random

Specn.

Specn.

SR

22.0 Joint of Concrete 22.1 Materials

c) Bitumen sealing compound d)Two part poly sulphite sealant e) Expanded polystyrene board 22.2 Installation & fixing

-

Page 20 of 21

23.0 Insulation 23.1 i) Materials

23.2 Installation & fixing

a) Mineral wool

B

b) Polysocyanurate / rigid phenolic foam slab

B

a) Mineral wool

B

b) Polysocyanurate / rigid phenolic foam slab

B

Review TC _do_ Visual & Physical Visual & Physical

100%

IS- 8183

IS- 8183

TC

√

One per lot

IS- 12436 , IS 13204

IS- 12436 , IS 13204

TC

√

Random

Drg. & Specn.

Drg. & Specn.

SR

√

Random

_do_

_do_

SR

√

Name of Contractor : GANNON DUNKERLEY & CO.LTD.

LEGEND : 1). D* :RECORDS IDENTIFIED WITH ' TICK '(√ ) SHALL ESSENTIALLY BE INCLUDED BY SUPPLIER IN QA DOCUMENTATION. 2) LEGEND TO BE USED FOR CLASS OF CHECK # : A, B & C · · ·

Name of Client : Shandong TIEJUN Electric Power Engineering Co. Ltd.

A' shall be witnessed by AG's FQA and Executing Dept., surveillance by Head AG's (FQA) Name of Owner : M/s. Adani Power Limited B' shall be witnessed by AG's Executing Dept and Surveillance by AG's FQA C' shall be witnessed by Contractor's FQA and AG's Executing Dept and Surveillance by AG's Authorized Engineer For GDC :

A' , 'B ' & C shall be AG's CHP stage . CHP : " Customer Hold Point" to be witnessed and work shall not proceeded till it is witnessed and cleared. AG : ADANI GROUP, FQA : FIELD QUALITY ASSURANCE , TC : Manufacturer's Test Certificate, SR : Site Register TR : Test Report. LB : Log Book

Page 21 of 21

For Shandong : For Adani Power :