Fqp-2

ADANI POWER LTD 7TH Floor,Sambhav Building judges Bungalow road Bodakdev, Ahmedabad380015

STANDARD FILELD QUALITY PLAN ITEM: CIVIL WORK SYSTEM:__________________

SL.NO

ACTIVITY AND OPERATION

CHARACTERISTICS

1

2

3

SUB-

CLASS OF CHECK # 4

QP NO : APL/SFQP/001 REV.NO.: 0 DATE:10.03.08 13 OF 37

TO BE USED FOR: PROJECT : 5 x660MW MUNDRA PACKAGE : PAGE CONTRACTNO.: EPC-CONTRACTOR:SEPCOIII

TYPE OF CHECK

QUANTUM OF CHECK

REFERENCE DOCUMENT

ACCEPTANCE NORMS

FORMAT OF RECORD

5

6

7

8

9

D*

same as Columnn 7

SR

√

REMARKS 10

1.00 EXCAVATION

1.10

Naturre of Soil/Rock

B

Visual+TC review

Random

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

1.20

Initial Ground Level & Foundation Layout

C

Measuremen t

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

2.00 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 2.70

Degree of Compaction fill

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

IS 2720(PT XXII) IS 2720(PT XXII)

b)Calcium Corbonate

B

_do_

Note 3

IS 2720(PT XXIII)

c) PH Value d) Total Soluble Sulphate Moisture Content of fill before compaction

B

_do_

Note 3

B

_do_

Note 3

IS 2720(PT XXVI) IS 2720(PT XXVII)

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

B

_do_

Note 1

IS 2720(PT II)

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.

a) Dry density by Core Cutter method or Dry density by sand displacement method or Relative Density Index

2.80 3.00

CAST-IN -SITU CONCRETE

3.10

Materials

3.1.1

A/B

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

SR/TR

√

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)

_do_

Note 4

ASTM-D1588

b) Dry Density by proctor needle penetraction

B

_do_

Random for each compactor layer

Sand

B

_do_

Random

IS 2720 & IS 383

IS 2720 & IS 383

SR/TR

√

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

A

Review

100%

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

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

TC

√

b) Storage of Cement

B

Visual

100%

IS - 4082

IS - 4082

SR

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

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

A

Testing

One Sample per batch

TC

√

Cement

As per relevant As per relevant IS code IS code

3.1.2 a) Moisture Content

B

Physical

b) Praticle Size & Shape ( sieve Analysis, determination of material finer than 75 Micron, flakines index, elongation index, angularty number

B

_do_

Note - 5

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

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

SR / TR

Manufacturers's TC for each batch to be reviewed

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

While These test will be carried establishing SR / out while establishing design mix & IS - 2386(Part- I) IS - 2386(PartLab.repor √ design mix and results shall once per 100 & IS -383 I) & IS -383 t be intimated to site for Cum or part review and approved there of sourse

c) Deleterious material & Organic impurities ( determination of clay lumps, fine silt, fine dust, lightweight pieces, soft praticle & estimation organic impurities)

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

B

B

_do_

Physical

f) Alkali aggregate reactivity test

g) Petrographic examination of aggregate

h) Crushing value, abrasion value, impact value

i) Repeated Temp. Cycle Test of aggregate

3.1.3

a) Bulkage, Moisture Content, & Motar making properties Fine Aggregate

B

B

A

B

B

B

While establishing design mix & once for each source & for every change of source

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

These test will be carried IS - 2386(Part- IS - 2386(Part- SR / TR & out while establishing III) IS-456 III) IS-456 Lab.repor √ design mix and results shall & IS -383 & IS -383 t be intimated to site for review and approved

_do_

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

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

_do_

IS - 2386(Part- IS - 2386(PartSR / TR & VI) ASTM- VI) ASTMLab.repor √ C1260 & IS C1260 & IS t -383 -383

The result should be supported by petrographic examination

Coarse Aggregate e) Soundness

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

_do_

_do_

_do_

_do_

_do_

_do_

Petrographic report shall be IS - 2386(Part- IS - 2386 SR / TR & supported by the analysis & VIII) & IS (Part- VIII) & Lab.repor √ recommendation of -383 IS -383 t specialist such as NCBM & CSMRS etc.

IS - 2386 & IS -383

The report shall be SR / TR & supported by the analysis & Lab.repor √ recommendation of t specialist such as NCBM & CSMRS etc.

No residual expansion

√

Applicable for aggregate used in TG,BFP,FAN & Mill foundations, Contrator shall be obtain opinion of specialist agency for suitability of aggregate

IS - 2386(Part- IS - 2386(PartEveryday III), IS- III), IS- SR / TR & before start of 2386(Part-VI) Lab.repor √ 2386(Part-VI) work & IS & IS t -383 -383

Volume of sand & weight of water shall be adjusted as per moisture content

Once per source & every IS - 2386 & IS change of -383 source

_do_

-

TR

Fine Aggregate

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

B

_do_

Once per source & every change of source

-

-

SR / TR & Lab.repor √ t

3.1.4

Water

3.1.5

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

B

Testing

Quaterly for each source

IS-3025 (Part-22 & 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.

b) Test for as certaining limit of solid

B

_do_

_do_

IS-3025 (Part18), IS - 456

IS-3025 (Part18), IS - 456

TR

√

c) Test for PH Value

B

_do_

_do_

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

TR

√

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

B

_do_

_do_

IS - 456

IS - 456

TR

√

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

A

_do_

Refer remark

IS - 456

IS - 456

TR

Physical

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

IS - 456 ,IS1199

IS - 456, IS1199

a) Workablity ( slump)

CONCRETE

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

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.repor √ t

Slump test for medium high workability & compaction factor test for medium and low workability

For trial mix min 6 cubes for Min. 4 trial Mix each mix out of which 3 with & without cubes shall be tested at 7 IS- 456, IS- 516, IS- 456, IS- 516, admixture with days and remaining 3 cubes ISISSR/TR √ fly ash for each shall be tested for 28 days 10262 10262 grade of comp. strength.Mix design concrete test shall be carried out at One set of 6 NCBM or CSMRS etc. cubes per 100 3 m or part 3 cubes shall be tested at 7 there of for days & remaining 3 cubes IS- 456, IS- 516 IS- 456, IS- 516 SR/TR √ each grade of shall be tested for 28 days concrete per comp. strenght. shift whichever is earlier At random at SR / TR & As per printed report from IS 1199 & appd IS 1199 & appd the time of Lab.repor √ computerised Batching design mix design mix batching t plant for each of concrete.

4.00

e) Cement content

B

_do_

_do_

f) Admixture for concrete

B

Testing review TC

100%

g) Dimension and visual examination of finished structure

B

Visual & Measurment

100%

a) Mix of concrete ( Calibration of concrete mixer)

b) Calibration of Batching Plant

c) Handling and tramportation

_do_

_do_

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

IS- 456 & drg.

IS- 456 & drg.

A

_do_

100%

IS - 457

IS - 459

A

Measuremen t

100%

-

-

C

Physical

100%

As per construction / erection methodology

As per construction / erection methodology

SR / TR & Lab.repor √ t TR

√

SR

√

_do_ Admixture Brand shall be approved by site.

Concrete mixture shall be Calibratio calibrated at time of n of √ starting & sequently once in mixer three months

_do_

√

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

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

Concrete Conveying,Placing & Compaction √

Appropriate shall be taken to controll the concrete temp.

f) Check for placement

B

_do_

100%

-

As per appd.constructi on methodology

SR

g) Compaction

B

_do_

Random

-

Check for segregation as per IS- 456

SR

SR

h) Curing

B

_do_

_do_

-

Check period of curing as per IS 456

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

a) Ultrasonic Test on top deck of TG foundation

A

UT

100%

IS- 13311

IS- 13311

If water accumulates at surface due to bleeding or other causes, concreting shall be stopped as far as of mix design.Accumulated water shall be removed by sponge. √

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

5.00

Test / Check on RCC Structure in Hardened condition

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

Physical

As per site Engineer

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

UT report √

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

TR

Accetably 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

√

Measuremen t

100%

As per drg.

IS-456

SR/Insp Report

√

Test

100%

IS - 3370

IS - 3370

SR/Insp Report

√

6.0

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

Measuremen t

Random

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

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

B

Visual

Random

_do_

_do_

SR

B

Review

100%

Drawing

Drawing

SR

B

Review & Measuremen t

100%

_do_

Drawing

SR

B

Visual & Measurment

100%

_do_

Drawing

SR

B

_do_

100%

_do_

_do_

SR

√

e) Lapping of bars

B

Measuremen t

100%

√

B

Visual

Random

IS - 456 Bar bending schedule Drawing & bar bending schedule

SR

f) Check all joint crossing

IS - 456 Bar bending schedule Drawing & bar bending schedule

SR

√

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

iii) Hoisting of personal & material

B

Visual

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

√

a) Check for bar bending schedule with necessary laps, specer & chairs b) Check for cover specing bars

6.1

c) Check for bending of bars

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

7.0

Staging & Forms

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

B

Visual

B

Testing

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

√

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.

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

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

8.0

d) Alignment / shape

B

_do_

As per drg.

As per drg.

SR/TR

√

e) Check form's seam mark & water tightness

Measuremen t

B

Physical

Random

As per drg.& specn

As per drg.& specn

SR/TR

√

a) Position and level of embeded parts

B

Dimn.

100%

As per drg.& specn

As per drg.& specn

SR

√

B

_do_

100%

_do_

_do_

SR

√

B

_do_

100%

_do_

_do_

SR

√

d)Welding/ tieing of embeddment to reinforcement

B

_do_

100%

_do_

_do_

SR

√

a) Crushing Strength

A

Physical

IS- 516, IS-456

SR/TR

√

b)Position, depth, & size Embedded Part of bolt hole ( including laying of c) Location, verticality rails & anchor of pipe sleeve/ opening fasteners) of bolt hole

9.0

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

b) Workmanship free from visual defects

B

_do_

100%

Specn

Specn

SR

c) Dimension of finish structure

B

Measuremen t

100%

IS-456, Specn

IS-456, Specn

SR

A

5%or as IS-456, as IS-456, as Measuremen decided by APL decided by APL decided by APL t site I/C site I/C site I/C

Pre - Cast concrete d) Load Test

e) Workability

B

Physical

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

f) Water cement ratio

B

Physical

Random

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

IS- 1199 & IS456

SR/TR

√

According to mix design

IS- 1199

IS- 1199

SR/TR

√

According to mix design

g) Cement content 10.0

B

Physical

At random at the time of batching

IS- 1199

IS- 1199

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

A A

Visual & Measurment

As per IS standard

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

√

SR/TR

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

According to mix design

C

Test

Random

IS- 2250

IS- 2250

SR/TR

√

B

Visual & Measurment

100%

Is-2212,IS- 1905 Tech.Specn.

IS-2212,IS1905 Tech.Specn.

SR/Insp Report

√

c) Masonry Construction i) Workmanship,verticality , and alignment 11.0

i) Material

Sheeting Work

A

Review

100%

Asper applicable IS std.& Tech,Specn.

Asper applicable IS std.& Tech,Specn.

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 TR?TC for aluminum door and window, test as √ check for anodisation as per per IS applicable speci. iii) For aluminium cladding, grade of aluminimum to be checked iv) All test shall be carried out at manufactures work before desptch.

Storage should be on raised plaform, profile sheet, if used, will be kept covered in wheather proof storage to avoid any exposur to water. Principele of first in and first out shall be applied for erection the sheet. The sheet packet shall be stacked neatly clear off the ground at an angle to the ground to drain moisture.

Sheeting Work ii) Storage at site

ii) Installation, alignment & workmenship iii) Check for level & slope iv)Proper installation of flashing v) Fixing including opening location vi) Fastener for sheeting work 22

Finishing Items

22.1

Plastering Raw Material a)Fine Sand

b) Glavanised hexagonal wire netting for plastering

Visual

100%

B

Visual & Measurment

100%

As per Specn

As per Specn

SR

B

_do_

Visual & Measurment

_do_

_do_

SR

B

_do_

_do_

_do_

_do_

SR

B

_do_

_do_

_do_

_do_

SR

B

_do_

_do_

_do_

_do_

SR

SR

√

219.65

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

i) General Quality

B

Visual

SR

√

ii) Deleterious materials

B

Physical

_do_

IS- 2366,Is2116

IS- 2366,Is2116

SR

√

iii) Grading of Sand

B

_do_

_do_

IS- 1542

IS- 1542

SR

√

Testing for all characterics asper code

B

Review

100%

IS- 3150

IS- 3150

TC

√

_do_

B

Test

One sample per 50 m3 or part thereof

IS-2547, IS 1542,IS- 2333

IS-2547, IS 1542,IS- 2333

TR

√

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

B

Visual

Random

IS-1661

IS-1661

SR

√

c) Plaster of Paris

Final inspection

Manufacturer's Manufacturer's recommendatio recommendatio n n

B

1254

ii) Truness of finish plaster surface

iii) Check thickness of plaster over brick

ii) Final inspection

iii) M.S. Gate

24

Specn.

See remark

SR

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

SR

√

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

SR

√

SR

√ √

_do_

_do_

B

_do_

_do_

_do_

B

_do_

_do_

_do_

B

Measuremen t

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

Measuremen t

100%

_do_

Min.7 days curing time

SR

√

iv) Tiles for finish floors

B

Review

100%

_do_

_do_

TC

√

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

√

100%

Drg.

Drg.

SR

Random

Relevant IS

Relevant IS

TC

No ponding of water on finished surface to be ensured

Fencing & Gates i)Materials

23

Random

_do_

22.2 Flooring & Finishing work i)Check for slope / levels

22.4

Measuremen t

B

iv) Chck thickness of plaster over concrete ceiling v) Curing of plaster surface

22.3

B

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

False Ceiling

Fabrication & workmanship

B

i) Material

B

ii) Fixing & erection

B

Visual

_do_

_do_

_do_

SR

B

Visual

100%

As per drg. & specn.

As per drg. & specn.

SR

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

Visual & Physical Review of TC

√

√

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

24 i)Bitumastic flooring ii) Earthing Materials

iii) Composite Aluminium Panel

a) Check bitumen grade

B

Visual + TC

100%

As per drg. & specn.

As per drg. & specn.

SR

√

a) Check weld size & length

B

Measuremen t

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) Material

A

TC

Random per lot

Applicable IS

Applicable IS

SR

√

A

Visual + Measurment

Random

_do_

_do_

SR

√

A

Correlated TC for each Random per lot batch

b) Installation 25

Painting of Structural Steel

a) Painting Material

27

28

Rolling Shutter

Door, Windows, Ventilators & Grill

TC

SR

√

B

Visual + Physical

Random

Specn.

B

Measuremen t

100%

Drg. + Specn.

Specn.

SR

√

B

_do_

100%

_do_

Paint should not peel off

SR

√

a) Grouting pressure

B

Physical

Random

Drg.

Drg.

SR

√

b) Composion of grout

B

_do_

Each lot / batch

Manufacturer's specn.

Manufacturer's specn.

SR

√

c) Compressive Strength

B

Test

_do_

specn.

specn.

SR

√

B

Review TC

One / lot

Drg. + Specn.

Drg. + Specn.

TC

Random

_do_

_do_

SR

100%

_do_

_do_

SR

_do_

_do_

SR

c) Check thickness of paint after each coating d) Check adhesion of paint Grouting of foundation

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

b) Surface preparation

26

_do_

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

a) Material & accessories b) Dimensoin & workmanship c) Verticality & Allignment d) Performance of rolling shutter ( smooth operration) i) Materials & accessories

B B

Visual + Measurment Measuremen t

B

Visual

100%

B

Review TC

One per lot

ii) Check for dimn.

B

Physical

Random

Specn.

iii) Thickness of paint / anodized coating

B

_do_

_do_

iv) Workmanship

B

Visual

B B

v) Verticality & alignment vi) Check smooth operation of door & shutter

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

SR/TC

√

Specn.

SR

√

Specn.

Specn.

SR

100%

_do_

_do_

SR

Measuremen t

100%

Drg.

Drg.

SR

Visual

100%

Drg.

Drg.

SR

DFT shall be as per specification

Adherim test should not be carried not for high thickness of coating

28.1

29

Fire Proof Door

Glass & Glazing work

30

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 & accessories b) Fixing of glasses and glazing a) Material & accessories i) High solid cement liquid elastomeric water proofing membrane

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

Physical

Random

_do_

_do_

SR

c) Workmanship

B

_do_

100%

_do_

_do_

SR

d) Thickness of elastomeric membrane

B

Measuremen t

Random

_do_

_do_

SR

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

ii) Bitumen membrane iii) Polymerised mastic iv) Sealing compound v) Galv. Chicken wire mesh vi) Chequered cement tiles Roof water proofing b) Surface preparation

31

Water supply, drainage and sanitation

31.1

Vitreous China sanitary items

e) Testing for dampness below elastomeric membrance

B

Physical

Random

_do_

_do_

SR

f) Sealing of Joints of panels of wearing course

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.

B

_do_

_do_

_do_

_do_

SR

√

B

Review TC

One per lot

TC

√

B

Visual

100%

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

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

_do_

SR

Manufactures's TC shall be correlated with cousignment received

c) Dimension and construction 31.2

Flushing System

a) Materials / component including valve b) Surface finish, freedom from crack and other defects c) Dimn. & construction

a) Materials & accessories b) Surface finish, freedom from crack and other defect c) Dimn. & construction a) Materials / 31.4 G.I.,C.I., P.V.C Pipes component including and fitting valve 31.3

31.5

31.6

MISC. Sanitary & bathroom fittings

B

Measuremen t

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

B

Review TC

100%

B

Visual

100%

Relevant IS

Relevant IS

SR

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

B

Physical

B

Review TC

B

Visual

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

c) Dimn. & construction

B

Measuremen t

_do_

B

Review TC

100%

Visual

Random

B B

_do_

IS- 2326, IS_ 174 IS- 2326, IS_ & specn. 174 & specn.

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

b) Surface finish, freedom from crack and other defect

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

_do_

_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

Measuremen IS- 458, IS- 651, IS- 458, IS- 651, 5% of each lot t Tech specn Tech specn

Tolerance limit as per relevant part of IS 2566

SR

TC

√

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 .

SR SR TC

SR

SR TC

Correlated manufactures's test

√ certificate with the consigment shall be reviewed

SR SR

After installation of pipes a) Water pipe & fittings

A

Physical

100%

IS- 2065

IS- 2065

SR/log book

√

b) Drain & sewer pipes above ground i)Smoke test level

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

√

A

_do_

100%

_do_

_do_

SR

√

i)Hydraulic pressure test

c) Drain & sewer i) Water test pipe below ground level

Tolerance limit as per cl. 14.3 id IS 2065

c) Drain & sewer pipe below ground level

d) Overhead Tank

32.0

Joint of Concrete

32.1

Materials

ii)Smoke test

A

_do_

100%

_do_

_do_

SR

√

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

a) Mineral wool

B

Review TC

100%

IS- 8183

IS- 8183

TC

√

b) Polysocyanurate / rigid phenolic foam slab

B

_do_

One per lot

IS- 12436 , IS 13204

IS- 12436 , IS 13204

TC

√

a) Mineral wool

B

Random

Drg. & Specn.

Drg. & Specn.

SR

√

b) Polysocyanurate / rigid phenolic foam slab

B

Random

_do_

_do_

SR

√

c) Bitumen sealing compound d)Two part poly sulphite sealant e) Expanded polystyrene board 32.2

Installation & fixing

33.0

Insulation

33.1

i) Materials

33.2

Installation & fixing

-

Visual & Physical Visual & Physical

LEGEND :

Name of Contractor :SIMPLEX INFRASTRUCTURES LIMITED, Kolkata

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

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

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 Survelliance by AG's Authorized Engineer For Simplex :

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 : Manufactureer's Test Cetificate, SR : Site Register TR : Test Report. LB : Log Book

For Shandong : For Adani Power :

STANDARD FILELD QUALITY PLAN

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

SL.NO

ACTIVITY AND OPERATION

CHARACTERISTICS

1

2

3

SUB-

CLASS OF CHECK # 4

QP NO : APL/SFQP/001 REV.NO.: 0 DATE:10.03.08 13 OF 37

TO BE USED FOR: PROJECT : 5 x660MW MUNDRA PACKAGE : PAGE CONTRACTNO.: EPC-CONTRACTOR:SEPCOIII

TYPE OF CHECK

QUANTUM OF CHECK

REFERENCE DOCUMENT

ACCEPTANCE NORMS

FORMAT OF RECORD

5

6

7

8

9

D*

Random

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

same as Columnn 7

SR

√

REMARKS 10

1.00 EXCAVATION

1.10

Naturre of Soil/Rock

B

Visual+TC review

1.20

Initial Ground Level & Foundation Layout

C

Measuremen t

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

IS 2720(PT IV)

IS 2720(PT IV)

SR/TR

√

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

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.

2.00 FILL MATERIALS ( For borrowed fill materials as per site requirement

2.10

2.70

Grain Size Analysis

B

Physical

Note 1

Degree of Compaction fill

3.00

CAST-IN -SITU CONCRETE

3.10

Materials

3.1.1

a) Dry density by Core Cutter method or Dry density by sand displacement method or Relative Density Index

A/B

_do_

Note 4

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

A

Review

100%

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

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

TC

√

b) Storage of Cement

B

Visual

100%

IS - 4082

IS - 4082

SR

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

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

A

Testing

One Sample per batch

TC

√

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)

Cement

As per relevant As per relevant IS code IS code

Manufacturers's TC for each batch to be reviewed

3.1.2 a) Moisture Content

B

Physical

b) Praticle Size & Shape ( sieve Analysis, determination of material finer than 75 Micron, c) Deleterious material & Organic impurities ( determination of clay lumps, fine silt, fine dust,

Note - 5

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

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

SR / TR

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

B

_do_

While establishing SR / design mix & IS - 2386(Part- I) IS - 2386(PartLab.repor √ once per 100 & IS -383 I) & IS -383 t Cum or part there of sourse

B

_do_

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

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

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

Coarse Aggregate

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

e) Soundness

3.1.5

B

Physical

IS - 2386(Part- IS - 2386(Part- SR / TR & III) IS-456 III) IS-456 Lab.repor √ & IS -383 & IS -383 t

_do_

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

IS - 2386(Part- IS - 2386(PartSR / TR & VI) ASTM- VI) ASTMLab.repor √ C1260 & IS C1260 & IS t -383 -383

The result should be supported by petrographic examination

B

_do_

_do_

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

B

_do_

Once per source & every change of source

-

-

SR / TR & Lab.repor √ t

Physical

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

IS - 456 ,IS1199

IS - 456, IS1199

SR / TR & Lab.repor √ t

b) Trial Mix (Cubes compressive strength) Mix design

B

A

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

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

f) Alkali aggregate reactivity test

a) Workablity ( slump)

CONCRETE

B

While establishing design mix & once for each source & for every change of source

Physical

Min. 4 trial Mix with & without IS- 456, IS- 516, IS- 456, IS- 516, admixture with ISISSR/TR fly ash for each 10262 10262 grade of concrete

Slump test for medium 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.

cubes per 100 m3 or part 3 cubes shall be tested at 7 there of for days & remaining 3 cubes IS- 456, IS- 516 IS- 456, IS- 516 SR/TR √ each grade of shall be tested for 28 days concrete per comp. strenght. shift whichever is earlier At random at SR / TR & As per printed report from IS 1199 & appd IS 1199 & appd the time of Lab.repor √ computerised Batching design mix design mix batching t plant for each of concrete.

c ) Crushing strngth( work test cube)

A

_do_

d) Water cement ratio

B

Physical

e) Cement content

B

_do_

_do_

f) Admixture for concrete

B

Testing review TC

100%

g) Dimension and visual examination of finished structure

B

Visual & Measurment

100%

IS- 456 & drg.

b) Calibration of Batching Plant

A

Measuremen t

100%

-

c) Handling and tramportation

C

Physical

100%

_do_

_do_

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

As per construction / erection methodology

SR / TR & Lab.repor √ t TR

√

IS- 456 & drg.

SR

√

-

_do_

√

As per construction / erection methodology

_do_ Admixture Brand shall be approved by site.

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

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

√

Appropriate shall be taken to controll the concrete temp.

f) Check for placement

B

_do_

100%

-

As per appd.constructi on methodology

SR

g) Compaction

B

_do_

Random

-

Check for segregation as per IS- 456

SR

SR

h) Curing

B

_do_

_do_

-

Check period of curing as per IS 456

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

d) Dimensional check of finished structure

B

Measuremen t

100%

As per drg.

IS-456

SR/Insp Report

If water accumulates at surface due to bleeding or other causes, concreting shall be stopped as far as of mix design.Accumulated water shall be removed by sponge. √

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

√

6.0 Reinforcement steel

6.1

a) Mechanical and Chemical Properties

A

TC Review

100%

B

Review

100%

Drawing

Drawing

SR

B

Review & Measuremen t

100%

_do_

Drawing

SR

B

Visual & Measurment

100%

_do_

Drawing

SR

B

_do_

100%

_do_

_do_

SR

√

e) Lapping of bars

B

Measuremen t

100%

√

B

Visual

Random

IS - 456 Bar bending schedule Drawing & bar bending schedule

SR

f) Check all joint crossing

IS - 456 Bar bending schedule Drawing & bar bending schedule

SR

√

a)Material and accessories

B

Visual

Once

a) Check for bar bending schedule with necessary laps, specer & chairs b) Check for cover specing bars c) Check for bending of bars

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

7.0

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

As per relevant As per relevant IS code IS code

TC

SR

√

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

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

Staging & Forms

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

iii) Hoisting of personal & material

B

Visual

Once

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

SR

B

Visual

Fortnightly

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

SR

√

B

Testing

SR/TR

√

B

Measuremen t

_do_

As per drg.

As per drg.

SR/TR

√

As per drg.& specn

SR/TR

√

b) Connection between indivisual scaffolding unit & safe slendreness ratio two indipendent safety measure against collapse c) Concrete Strength during climbing process d) Alignment / shape

8.0

e) Check form's seam mark & water tightness

B

Physical

Random

As per drg.& specn

a) Position and level of embeded parts

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

√

IS- 516, IS-456

SR/TR

√

b)Position, depth, & size Embedded Part of bolt hole ( including laying of c) Location, verticality rails & anchor of pipe sleeve/ opening fasteners) of bolt hole d)Welding/ tieing of embeddment to reinforcement 9.0 a) Crushing Strength

Pre - Cast concrete

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

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

A

Physical

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

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

b) Workmanship free from visual defects

B

_do_

100%

Specn

Specn

SR

c) Dimension of finish structure

B

Measuremen t

100%

IS-456, Specn

IS-456, Specn

SR

√

e) Workability

B

Physical

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

IS- 1199 & IS456

IS- 1199 & IS456

SR/TR

√

According to mix design

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

11.0

i) Material

A

Review

100%

Asper applicable IS std.& Tech,Specn.

Asper applicable IS std.& Tech,Specn.

i) where a materials is manufacured or fabricated as per spec & drg , separate TR?TC for QP will be application and test as √ contrator should submit to per IS APL for approval. ii ) For aluminum door and window, check for anodisation as per applicable speci.

Storage should be on raised plaform, profile sheet, if used, will be kept covered in wheather proof storage to avoid any exposur to water. Principele of first in and first out shall be applied for erection the sheet. The sheet packet shall be stacked nea

Sheeting Work ii) Storage at site

ii) Installation, alignment & workmenship iii) Check for level & slope iv)Proper installation of flashing v) Fixing including opening location vi) Fastener for sheeting work 22

Finishing Items

22.1

Plastering Raw Material

Manufacturer's Manufacturer's recommendatio recommendatio n n

B

Visual

100%

SR

B

Visual & Measurment

100%

As per Specn

As per Specn

SR

B

_do_

Visual & Measurment

_do_

_do_

SR

B

_do_

_do_

_do_

_do_

SR

B

_do_

_do_

_do_

_do_

SR

B

_do_

_do_

_do_

_do_

SR

√

219.65

i) General Quality

B

Visual

ii) Deleterious materials

B

Physical

a)Fine Sand

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 _do_

IS- 2366,Is2116

IS- 2366,Is2116

SR

√

SR

√

1254

iii) Grading of Sand

B

_do_

_do_

IS- 1542

IS- 1542

SR

√

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

B

Visual

Random

IS-1661

IS-1661

SR

√

B

Measuremen t

ii) Truness of finish plaster surface

Random

Specn.

See remark

SR

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

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

SR

√

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

SR

√

SR

√ √

Final inspection iii) Check thickness of plaster over brick

B

_do_

_do_

_do_

B

_do_

_do_

_do_

B

_do_

_do_

_do_

B

Measuremen t

100%

Drg.

Drg.

SR

C

Visual

100%

_do_

_do_

SR

B

Measuremen t

100%

_do_

Min.7 days curing time

SR

√

iv) Tiles for finish floors

B

Review

100%

_do_

_do_

TC

√

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

Visual & Physical

100%

Drg.

Drg.

SR

i) Material

B

Review of TC

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

iv) Chck thickness of plaster over concrete ceiling v) Curing of plaster surface 22.2 i)Check for slope / levels ii) Chipping of floor prior to commencement of Flooring & Finishing actual finishing work work iii) Curing of cement concrete floor

22.3

No ponding of water on finished surface to be ensured

Fencing & Gates

i)Materials

ii) Final inspection iii) M.S. Gate 22.4 False Ceiling

23

24

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

√

√

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

i)Bitumastic flooring a) Check bitumen grade

B

Visual + TC

A

Correlated TC for each Random per lot batch

25 a) Painting Material

27

Rolling Shutter

28

Door, Windows, Ventilators & Grill

As per drg. & specn.

SR

√

_do_

_do_

TC

√

SR

√

B

Visual + Physical

Random

Specn.

B

Measuremen t

100%

Drg. + Specn.

Specn.

SR

√

B

_do_

100%

_do_

Paint should not peel off

SR

√

a) Grouting pressure

B

Physical

Random

Drg.

Drg.

SR

√

b) Composion of grout

B

_do_

Each lot / batch

Manufacturer's specn.

Manufacturer's specn.

SR

√

B

Review TC

One / lot

Drg. + Specn.

Drg. + Specn.

TC

Random

_do_

_do_

SR

100%

_do_

_do_

SR

_do_

_do_

SR

c) Check thickness of paint after each coating d) Check adhesion of paint Grouting of foundation

As per drg. & specn.

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

Painting of Structural b) Surface preparation Steel

26

100%

a) Material & accessories b) Dimensoin & workmanship c) Verticality & Allignment d) Performance of rolling shutter ( smooth operration) i) Materials & accessories

B B

Visual + Measurment Measuremen t

B

Visual

100%

B

Review TC

One per lot

ii) Check for dimn.

B

Physical

Random

Specn.

iii) Thickness of paint / anodized coating

B

_do_

_do_

iv) Workmanship

B

Visual

B

Measuremen t

B

v) Verticality & alignment vi) Check smooth operation of door & shutter 28.1 i) Check material ( steel, insulation & fire retardent painting etc.) ii) Check for provision of Fire Proof Door latches, horizontal full width level & openable on pressing door stopper a) Materials & 29 accessories Glass & Glazing work b) Fixing of glasses and glazing a) Material & 30 accessories i) High solid cement liquid elastomeric water proofing membrane ii) Bitumen membrane iii) Polymerised mastic

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

SR/TC

√

Specn.

SR

√

Specn.

Specn.

SR

100%

_do_

_do_

SR

100%

Drg.

Drg.

SR

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

√

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

DFT shall be as per specification

Adherim test should not be carried not for high thickness of coating

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

iv) Sealing compound v) Galv. Chicken wire mesh vi) Chequered cement tiles

B

Review TC

One per lot

Specn.

Specn.

TC

B

Physical

Random

_do_

_do_

SR

c) Workmanship

B

_do_

100%

_do_

_do_

SR

d) Thickness of elastomeric membrane

B

Measuremen t

Random

_do_

_do_

SR

Roof water proofing b) Surface preparation

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.

B

_do_

_do_

_do_

_do_

SR

√

B

Review TC

One per lot

TC

√

B

Visual

100%

_do_

_do_

SR

c) Dimension and construction

B

Measuremen t

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

_do_

_do_

SR

a) Materials / component including valve

B

Review TC

100%

b) Surface finish, G.I.,C.I., P.V.C Pipes freedom from crack and and fitting other defect

B

Visual

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

c) Dimn. & construction

B

Measuremen t

_do_

B

Review TC

100%

B

Visual

Random

e) Testing for dampness below elastomeric membrance

31.1

Vitreous China sanitary items

31.4

31.5

31.6

√

f) Sealing of Joints of panels of wearing course a) Materials & accessories b) Surface finish, freedom from crack and other defects

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

B

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

Relevant IS Drg. Relevant IS Drg. Specn. Specn. _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

Measuremen IS- 458, IS- 651, IS- 458, IS- 651, 5% of each lot t Tech specn Tech specn

TC

Manufactures's TC shall be correlated with cousignment received

Tolerance limit as per relevant part of IS 2566

√

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

SR

SR TC

Correlated manufactures's test

√ certificate with the consigment shall be reviewed

SR SR

After installation of pipes a) Water pipe & fittings

i)Hydraulic pressure test

i)Smoke test b) Drain & sewer pipes above ground ii) Water test level

A

Physical

100%

IS- 2065

IS- 2065

SR/log book

√

A

_do_

100%

Relevant IS

Relevant IS

_do_

√

A

_do_

100%

_do_

_do_

SR

√

Tolerance limit as per cl. 14.3 id IS 2065

iii) Straightness test

B

_do_

100%

_do_

_do_

SR

√

i) Water test

A

_do_

100%

_do_

_do_

SR

√

A

_do_

100%

_do_

_do_

SR

√

iii) Straightness test

B

_do_

100%

_do_

_do_

SR

√

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

a) Mineral wool

B

Review TC

100%

IS- 8183

IS- 8183

TC

√

b) Polysocyanurate / rigid phenolic foam slab

B

_do_

One per lot

IS- 12436 , IS 13204

IS- 12436 , IS 13204

TC

√

a) Mineral wool

B

Random

Drg. & Specn.

Drg. & Specn.

SR

√

b) Polysocyanurate / rigid phenolic foam slab

B

Random

_do_

_do_

SR

√

c) Drain & sewer pipe ii)Smoke test below ground level

32.0

Joint of Concrete

32.1

Materials

32.2

Installation & fixing

33.0

c) Bitumen sealing compound d)Two part poly sulphite sealant e) Expanded polystyrene board -

Insulation

33.1 i) Materials 33.2 Installation & fixing

Visual & Physical Visual & Physical

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

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

A' shall be witnessed by AG's FQA and Executing Dept., surveillance by Head AG's (FQA) 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 Survelliance by AG's Authorized Engineer

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 : Manufactureer's Test Cetificate, SR : Site Register TR : Test Report. LB : Log Book

Name of Contractor :SIMPLEX INFRASTRUCTURES LIMITED, Kolkata Name of Client : Shandong TIEJUN Electric Power Engineering Co. Ltd.

Name of Owner : M/s. Adani Power Limited

For Simplex : For Shandong : For Adani Power :