Aptransco 220kV & 132kV Lines & SS QAP Format

8/12/2019 Aptransco 220kV & 132kV Lines & SS QAP Format

1/89

TRANSMISSION CORPORATIONOF ANDHRA PRADESH LIMITED

QUALITY ASSURANCEPLAN

&

CHECK FORMATS

FOR 220KV & 132KV TRANSMISSION LINES

AND SUBSTATIONS CONSTRUCTION


2/89

Sl.No. D E S C R I P T I O N P GE NO:

1. PREAMBLE 1

2. CLSSIFICATION OF FOUNDATIONS 3

3. STANDARD FIELD QUALITY PLAN 7

4. GENERAL GUIDELINES FOR IMPLEMENTATION 22

5. REGISTERS

(A CEMENT REGISTER 4!

(B COARSE"FINE AGGREGATE REGISTER 42

(C REINFORCEMENT STEEL REGISTER 5!

(D CONCRETE CUBE TESTS REGISTER 55

INDEX

A


3/89

1

PREAMBLE

D#$%&' )* Q#+l%, Co&$ol R*-%* M**%&' o& !3.!/.2!!7 )*

C)+%$0*$o& +& M+&+'%&' D%$*o$" APT$+&o )+ %&$#* o 0$*0+$*

)* #+l%, +#$+&* 0l+& o$ *$*%o& o 132 6 +& 22! 6 l%&* 8

#9+%o& o$ %0l**&%&' %& APT$+&o.

Ao$%&'l,; )* Q#+l%, A#$+&* Pl+& % 0$*0+$* o$ *$*%o&o

132 6 +& 22! 6 l%&* 8 #9+%o& +& +00$o-+l +o$* 9, *)&%+l

o%** o$ %0l**&%&' %& APT$+&o.


4/89


5/89

3

4.1 CLASSIFICATION OF FOUNDATIONS:

Classification of soil shall be made according to IS : 200 (Part I) 1974 for footing cast inoen its! "he fo#ndation designs for $ario#s t%es of &o#ndations as gi$en belo' shall

be adoted in the constr#ction of all 12 * + 220 * "ransmission ,ines and shall bebased on the follo'ing instr#ction! "he &o#ndation ra'ings as finali.ed b% the Ci$il/ngineering ing for $ario#s soil conditions s#itable for different "%es of "o'ersbeing delo%ed in the constr#ction shall be follo'ed b% all field officers strictl%!

Sl!o. S#! +, ,he L+,#$ f T"e( Classification offo#ndation to be

adoted!

1! here normal dr% cohesi$e or non-cohesi$e soils are met! r%

2(a)! here s#b-soil 'ater is met at 1!0 meters or more belo' the gro#ndle$el

et

(b) here s#rface 'ater co#ld stand for long eriod 'ith 'ater enetrationnot e3ceeding 1!0 m belo' gro#nd le$el (e!g! Padd% fields S#garcane

fields)

(a)! here s#b-soil 'ater is enco#ntered bet'een 0!7 meter and 1!0 meters

deth belo' gro#nd le$el!

Partiall% S#bmerged 5

Partiall% 6lacCotton(b) here to la%er of 6lac Cotton soil e3tends # to 0 of the deth 'ith

normal soil thereafter

ote 8 1 here soil is cla%e% t%e not necessaril% blac in colo#r 'hich shrins 'hen dr% s'ells 'hen

'et!

4(a) here s#b-soil 'ater "able is 'ithin 0!7 m deth from gro#nd le$el! ll% S#bmerged 8

6lac Cotton(b) here to la%er of 6lac Cotton soil e3ceeds 0 and e3tends # to f#ll

deth or is follo'ed b% normal soil!(c) here to la%er is normal soil # to 0 of the deth b#t the lo'er la%er

is a 6lac Cotton soil

ote 8 2 In case of items 4(a) (b) + (c) abo$e the concerned S#erintending /ngineer (Ci$il) shall

ersonall% insect and certif% on soil classification and shall not delegate this resonsibilit% to

an% s#b-ordinate officers!

(a) here decomosed or fiss#red roc hard gra$el aner limestone

laterite or an% other soil of similar nat#re is met!

&iss#red 5 soft roc

(b) here to la%er of normal dr% soil e3tends # to of the deth

follo'ed b% fiss#red roc 'itho#t resence of 'ater!

(a) here ;ard roc is enco#ntered at 1! m or less belo' gro#nd le$el! ;ard


6/89

4

No* ? 4 Fo$ $%%+l lo+%o& o #@0o%& " A&'l* To*$; )* l+%%+%o& o To*$Fo#&+%o& +, 9* + &*= )%')*$ ,0* o$ *$%&' +*, o )*$+&%%o& l%&* + l%%&' o$ +o0%o& o& +*

No* ? A lo+%o& #9** o +*$ lo''%&'; 0+$%#l+$l, %& 0+, %*l;0o&; +$), +$*+; *.; )* )%&*, o +ll #9 o 9* $+%* o !! o-*$ )*&o$+l )%&*, 9*%&' +o0* %& o)*$ +*. T)% )+ll 9* o&* +*$

I& +%%o& o )* +9o-*; *0*&%&' o& )* %* o&%%o& o$*

-+$%*%* o o#&+%o& +, 9* %&$o#* #%+9l* o$ %&*$*%+*o&%%o& #&*$ )* +9o-* l+%%+%o& o ** o$* *o&o,.

6 F(7 8(

*$%, o$ o$< %*&%o&; $%'%%,; +*#+, o %')&* o0$*-*& lo o **& +*$ $o o&$**; *$* o$ #$+* %&o&+ %) o&$** ** +& 0$+,* %) %&* +&"$*+*%) 9l+< o%l o$ +* o%l"o#l $*l*+%&' +'*& *-*$, %* 9*o$*#*.

9 S,'* e,,#$% +$) S,'* e,,#$% ,e7:!+,e

% R*)*< )* *0) o )* 0% .$. *&*$ 0*' l*-*l +&0% %*&%o& + 0*$ +00$o-* o#&+%o& l+%%+%o&.

%% C)*< #&*$ #%&' + 0*$ +00$o-*$+%&'.%%% Po%%o& #ll, +*9l* +& 9ol %')*&* #9 *%&'*0l+*

%) #00o$%&' +


7/89

5


8/89

16. PENALTIES IMPOSED FOR DEFICIENCEIES IN QUALITY OF WORKS:

During execution of works , if any deficiencies in quality of worksis found in deviation to the specification / Agreement, a minimum penalty of

Rs 5000 to Rs 0,000/! shall "e levied for deficiencies as per each categoryas mentioned "elow#

Category I : $ot using %i& prescri"ed shoring, shuttering and dewateringequipment, %ii& measurement "oxes, %iii& 'orm "oxes for different types offoundations and steel measuring "oxes, %iv& not providing adequate num"er ofchairs to the steel reinforcements, %v& not carrying out "ack filling and compactionof the foundation pits in layers and leveling the tower footings properly, %vi& notensuring that the excavated earth is dumped at least ( meters away from the pitetc#, and %vii& not providing copings to the tower legs / stu"s,%viii& not providingwater tanker, )arth rammers/)arth vi"rators#

Category II : *se of reinforcement steel without ++ marking, not usingvi"rators for effective consolidation of the concrete during foundation works, notusing proper templates for firmly keeping the stu"s in position when templatesare supplied "y the contractor - improper fixing of stu"s, non ensuring of towerverticality, use of rusted stu"s and tower parts if supply is "y the contractor, nonpainting of "utt .oints and rusted stu"s with inc rich paint immediately aftererection of the towers - stringing, non fixing of earth flat to the stu", nondeployment of technical personnel for supervision of works "y the contractor#

Also not fixing of vi"ration dampers firmly, repair sleeves wherever necessary,not properly fixing of arcing horns "oth tower side and line side and "ird guards

etc#, as per specification#

Category III : *se of improper grade / quality of raw material like #1#2#metal, water and sand for concreting, using clogged and / or lump / clottedcement for concreting, not ensuring proper curing for foundation concrete, notensuring that all the mem"ers of the tower are placed in position and firmly fixedwith "olts and nuts immediately after erection of tower, not ensuring that alfround seam welding of the nuts "efore stringing of the line#

'or the deficiencies in the quality of works noticed "y the )ngineer ,penalties shall "e levied as given "elow3

4ype ofcategory

'irstinstance%Rs&

econdinstance%Rs&

4hirdinstance%Rs&

ategory + 5,000 /! 60,000/! 65,000 /!

ategory ++ 7,500 /! 65,000/! ((,500 /!

ategory +++ 60,000 /! (0,000/! 0,000 /!

+n the event of fourth instance of noticing the deficiency of quality of worksin any of the a"ove categories, the "idder shall "e de"arred from participating !future tenders for a period of one year#

T"e #$$er %"a&& g'e a %(e)*) +!$erta,!g a))e(t!g t"% )&a+%e.


9/89

7TRANSMISSION CORPORATION OF AND-RA PRADES- LIMITED

QUALITY CONTROL INSPECTION DEPARTMENT

STANDARD FIELD QUALITY PLAN FOR //012/ K3 LINES SU45STATIONS

Se)to!: SUR3EY SOIL IN3ESTIATION

l#$o# omponent 8peration -Description of 4est ampling 9lanwith 1asis Reference Documents andAcceptance $orms 4esting Agency Remarks heckingAuthority

1 DET A ILED SUR3EY A L INMENT

%a& 'ield urvey/:alkoverurvey

600; 4echnical specification2eogrphical 6, and other relevantstandards# Approved Route6 and other relevantstandards Apprd# 4ower leglocation counters, approvedprofile

ontractor ounter check andapproval "y)/?00@/B-/

A94RA$8

1enching"y ))/'ieldRevetment"y )

%f& 'inal 9rofile - towerschedule

600;


10/89

C

l#$o#

omponent 8peration-Description of 4est

ampling 9lanwith 1asis

Reference DocumentsandAcceptance$orms

4esting Agency Remarks heckingAuthority

2 So& I!'e%tgato!

A At Nor7a& Lo)ato!%

%i& 1orelog/4rial 9it for o"tainingdetails/types of soil encountered#+ncluding gradation of samples atspecified levels, ground waterlevels etc# %at center of tower&

At locationsasindicated "y

A94RA$8

4echnical specification +36?C,6C(, (7(0, ??>?, >5, 9!>- and other relevant standards

ontractor/A94RA$8approved Agency

ounter checkandapproval "y

A94RA$8 4helocations areto "eidentified andapproved "y

A94RA$8 "eforecarrying out soilinvestigation

A))/))/ )

4 So& Re%%t'ty 8ne Bocationinastretch of( to

@m or atlocationsapproved "yA94ransco

+3(66, + (7(0 and 4echnicalpecifications

ontractorA94RA$8approved agency

ounter check andapproval "y

A94RA$8

))/)

C Te%t o! So& a!$ Ro),Sa7(&e%

Approval "yA94RA$8

C1 Te%t o! %o& %a7(&e%

i isual and )ngineeringclassifications

D8 4echnical specification +35>6,+36?C and other relevantspecifications

A))/))/ )

C/ Te%t% o! Ro), At locations asindicated "y

A94RA$8

4echnical specification +3(66,+3(7(0, +3?07C, ??7? andother relevant standards

ontractorA94RA$8approved la"

Approval "yA94RA$8

A))/))/)

i isual lassifications 4echnical specification +36?C,5>6 and other relevantstandards

8 Se&e)to! o* Ste *or Matera&Storage 600; 4echnical specification,utility/industry storagedocument :ooden sleepers,wooden planks,tarpaulin, steelsheets, "ricks, 1ar"ed wire forfencing etc site shall "e freefrom termites

ontractor Approval "yA94RA$8 ))/)

9 C"e),!g o* Fo+!$ato!Matera&%

A Ce7e!t upply source to "eapproved "y A94ransco

%i& 'ineness 'or each source


11/89

l#$o#

omponent 8peration -Description of 4est


Reference Documents andAcceptance $orms


1 Coar%e A ggregate% 8ne sample perlot of (00um orpart per each

source for eachsieE

4echnical specification + 3C,+3(C> and +3(?0 - otherrelevant standards

A94RA$8Approved Ba"

)ach source will "eapproved "y

A94RA$8 review

and acceptance of testresult "y A9 4ransco

A))/))/ )

%i& Determination of 9article sie%sieve analysis&

8ne sample perlot of (00um orpart per eachsource

4echnical specification + 3C,+3(C> and other relevantstandards

ontractor/A94ranscoapproved la"

)ach source to "eapproved "y

A94ransco

A))/))/ )

%ii& 'lackiness +ndex D8 4echnical specification + 3C,+3(C> and other relevantstandards


D8 A))/))/ )

%iii& rushing alve D8 4echnical specification + 3C,+3(C> and other relevantstandards


D8 A))/))/ )

%iv& pecific gravity D8 D8 D8 D8 D8

v& 1ulk Density D8 D8 D8 D8 D8

vi& A"sorption alue D8 D8 D8 D8 D8

vii& ,C, ?5>, (C>, (?0 and otherrelevant standards


)ach source will "eapproved "y

A94ransco

A))/))/ )

%i& 2radation/ Determination of9article ie %ieve analysis&

D8 4echnical specification + 3(>,C, ?5>, (C>, (?0, ?06 andother relevant standards


)ach source tol "e "yreview and acceptanceof test result "y

A94ransco

A))/))/ )

%ii& pecific gravity and density D8 4echnical specification + 3(>,C, ?5>, (C>, (?0, ?06 andother relevant standards


D8 A))/))/ )

iii& ,+30(5 and other relevantstandards

ontractor )ach source to "eapproved "y

A94ransco

A))/))

%ii& leanliness %isual heck& 600; D8 D8 D8 A))/))

iii& 9## alue 8ne sample persource

D8 and


12/89

60

l#$o#





%ii& trength %4ensile test, Fieldstress/proof stress&

'or steel asper+ 67C> under60mm one

sample per each(5 mm onesample per each5 mm 6 sample pereach ?5 (50( and otherrelevant standards


D8 A))/))/ )

v& Reverse "end test for D:ires

+3?(, and other approvedspecification

ontractor/A94ranscoapproved test la"

D8 ))/)

vi& hemical analysis test 8ne sample persource

+3?(, +366, +367C> andspecification

ontractor/A94ranscoapproved test la"

D8 A)/))/)

F Eart"!g 7atera&%i& isual identification 600; 4echnical specification +3 5>6

and other relevant standardsontractor Approval "y

A94RA$8)/onst#

%ii& 1ill of material -installation 600; 4echnical specificationapproved drawings - + 5>6

ontractor D8 ))/)

6 To ; er E6, 1+ - 9 9u"lication$o#(>C and other relevantstandards

ontractor ounter check andapproval "y

A94ransco

A)/A))

%"& hecking of pit marking as perdrawing and R+

600; )veryBocation

4echnical specification,+3?06, 5>6 - other relevantstandards Approved, profileexcavation and foundationdrawings


A94ransco

A)/A))

= 4rial 9it D8 D8 D8 D8 A)/A))

%d& lassification of soil D8 D8 Goint inspection "yA94RA$8 -contractor

Approval "yA94RA$8

A))/ ))/ )

%e& 9it marking D8 ontractor Approval "yA94RA$8

A)/A))

%f& 9it levels with reference to

center peg levels

D8 D8 D8 D8 A)/A))

%g& Depth of pits as percenterpeglevel %estimate&

D8 D8 D8 D8 A)/A))

%h& 1enching %:here required& :here required 4echnical specification + 5>6,approved 'oundation legcontour 9rofiles and otherrelevantstandards

1enchingimplements/ontractor

Approval "yA94RA$8

A)/A))

4 E


13/89

66

l#$o#





%"& erticality - squareness of eachpit

)ach Bocation 4echnical specification +3 7>? Goint inspection "yA94RA$8

Approval "yA94RA$8

A)/A))

= erification of classification ofsoil type and type of foundation

D8 D8 D8 D8 A)/A))/))/)

%d& horing and trutting %heckdura"ility strength- soundnessof staging, fonts adequacy andspecific livels&

As required 4echnical specificationapplica"le state/ local "odysafety regulations

teel sheets,wooden planksstuts etc/contractor

outner check "y A94ransco

A)/A))/ ))

%e& Dewatering %:here required& As required 4ech# pecification#+3?5>andother relevant standards

Diesel enginepumps# )tc#contractor

outner check "y A94ransco

A)/A))

C St+# Te7(&ate

%a& +dentification - Assem"ly 600; )very

Bocation

4echnical specification +3

5>6# Approved drawings ofstu" template andfoundationdrawing

tu" template,

water level tapes,sand "ags, Gacksetc/ ontractor

ounter check "y

A94ransco

A)/A))

%"& tu" etting 600; everylocation

D8 2reen concretepads, ad.usta"leGacks, and "agsetc# contractor

D8 A)/A))

= 4emplate levels width - diagonal 600; everylocation

D8 D8 D8 A)/A))

%d& 2round learance D8 D8 D8 D8 A)/A))

%e& tu" clearance D8 D8 D8 D8 A)/A))

%f& 4ightening of "olts andmutsfor

template, stu"s-cleats

D8 D8 D8 D8 A)/A))

D S-UTTERIN =For7;or, 'ixing of form "oxescheck for identificationdimensions parallisationandsquareness and equidistancefrom stu"s

600; Allcollapsi"lelocation

4echnical specification + ?5>and other relevant standardsapproved drawings

Goint inspectionA94RA$8 -contractctor


A94RA$8

A)/A))

E Co!)reet!g 600; 4echnical specification + ?5>and other relevant standards -approved drawings



A94RA$8

A)/A))

%a& ontrol, oncrete mixed design 4echnical specification + ?5>and other relevant standards -approved drawings


ounter check andapproval "yA94RA$8

A)/A))/ ))

%i& +dentification of material andwater supply sources

600; 4echnical specification +C,?5> +30(5, 550 andother relevant standards


A94RA$8

A)/A))/ ))

%ii& Determination of characteristicsof aggregates, cement, wateretc#

600; 4echnical specification +(>,C,?5>, 6(5, 550 andother relevant standards

ontractor/A94RA$8approved testla"oratory

ounter check of testresults and approval"y A94RA$8

A)/A))/ ))


14/89

6(

l#$o#





%iii& 9reperation of mix and taking ofsamples for strength %7days, 6?days - (C days & and slump

report

600; 4echnical specification + ?5>and other relevant standards

ontractor/A94RA$8approved test

la"oratory

ounter check of testresults and approval"y A94RA$8

A)/A))/ ))

iv& Review of controlled concretemix report

600; 4echnical specification + ?5>and other relevant standards

ontractor/A94RA$8approved testla"oratory

Approval "yA94RA$8

A)/A))/ ))

a& and otherrelevantstandards

oncrete ,and other relevant standardsappoved Drgs#

A94RA$8 -ontractor

Reinforcement rodsshould not "e exposed1oxes should not "eopened after (? hours#

Approval "yA94ransco

A)/A))


15/89

6

l#$o#





4a),*&&!g 600; allBocations

4echnical pecification/+35>6, and other relevant

standards 1oulder sie C0 mm%6,and other relevant standardsand approved drawing

ontractor At locations inthepaddy fields or in thelow lyingareas, thechimney is to "eextended as per A94ransco Approved

drawing# 4he cornerreinforcement rods(00 mm "elowthefinal chimney level to"e left un concertedand theextensions ofchimney for thisportion and copingshall "e done aftertower erection# uringshould "e continuedfor minimum 65 days#

A)/A))

I: Lay!g o* Eart"!g =PeorCo+!ter(o%e ty(e. =4a%e$ o!7ea%+re7e!t o* %o&

re%%t'ty to;er *oot!gre%%ta!)e

600; allBocations

4echnical specification + ?0 Goint inspection "yA94RA$8 -contractor

)arthing type will "edecided "y

A94RA$8

A)/A))

6A:

Co!)rete C+#e% Te%t!g 600; one samplefor each location%8ne sampleconsists ofmin?test cu"es for (Cdays strength

4echnical specification# + ?5>,56>, 66 and other relevantstandards

contractor/#Approvedla"oratory "y

A94ranscotandard u"e


16/89

6?

%ii& lump test D8 D8 D8test 'unnel andpoking rod

D8 A))/))

iii& *nit weight of concrete D8 D8 D8 D8 A))/))

4 4r),%

a& Ansorption trength After (? hoursimmersion in coldwater

+3?5 !6>>$ot more than (0; "yweight

ontractor /approved testingBA1 "y

A94RA$8

A))/))/ )

"&ompresive trength HH##doHH## $ot less than ?0

@g/mHH##doHH## A))/))/ )

c& )fflorescence HH##doHH## $ot more than I %9art!6& HH##doHH## HH##doHH## )

c& 'lakiness index and elongationindex

6 test per (50um

+3 (C> %9art!6& HH##doHH## HH##doHH## )

d& Atter"erg limits of "lindingmaterial

6 test per 50 um +3 (7(0 %9art!5& HH##doHH## HH##doHH## )

e& :ater a"sorption 6 test per source +3 (C> %9art!0& HH##doHH## HH##doHH## )

f& 4hickness Regularly HHH## HH##doHH## HH##doHH## A)/A))

> To ; er Ere)to!

A Matera& C"e),!g

i& hecking of tower mem"ers fordamage cleanliness, galvaniing- stacking

600- 4echnical pecifications+35>6 - other relevantstandards and approveddrawings

ontractor Approval "yA94RA$8

A)/A))/ ))

%ii& hecking of galvanied "olts -nuts step "olts dJshackle * "oltspring :asher - accessories

D8 D8 D8 D8 D8

iii& Dimensional check Random D8 D8 D8 D8


17/89

B> E(e,#$ f S':e(S,(','(e

(% C)*


18/89

1

(- T+< >*l%&' 1!!*+)lo+%o&

T*)&%+lIS:513 +&o)*$ $*l*-+&+&+$ +&

o)*$ +00$o-*$+%&'

o%&%&0*%o& 9,AP T$+&o8 o&$+o$

A00$o-+l 9,APTRANSCO

T++*$ +9l* %& &*+$ 9, *ll + o& +* $.

%- M+=. S#9o%l +*$ +9l* %& o&oo& *+o&+*$ )$o#') lo+l *%$, .$.

- S#$+* +*$ +9l* o& '$&. I& o&oo&*+o& +& % #$+%o&. ..$.o$+,

-% T,0* o #l%-+%o& P+, %*l"#l%-+* l+&"9+$$*& l+&

>)*)*$ *&+**& o #9 $*D#* o #$+* +*$K Y*"No

I ,*; ). o *&+**& +9o-* '$+.l*-*l. $.


28/89

2-%% >)*)*$ o%l %&-*%'+%o& (SPT +$$%* o# + )% Lo.No..

lo. o$ &*+$ 9, lo.-%%% I )% lo. $++ *+%l +$* o0+$+9l*

%) +9o-* o%l %&-*%'+%o& $*0o$ o$ +&,o)*$ lo. o )% l%&*. Lo. No

%= D*+%l o o%l %&-*%'+%o& $*0o$:@+ STRATA DEPT

@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@

9 S#9o%l +*$ +9l*. .$.

Ul%+* B*+$%&' +0+%,. ..$.

A&'l* o R*0o* ( .*'$**

= Fo#&+%o& l+%%+%o& 0$o0o* 9, o&$+o$.

A 0*$ SPT"T$%+l 0%

A#+l

R*+$


29/89

27

4. STUB SETTING

N+* o L%&*:@ Lo+%o& No:@

N+* o Co&$+o$:@ T,0* o

o*$:@

% A00$o-* $'.No.

+ S#9 *%&' *0l+* ..9 P% %*&%o& .. S#9 +*9l, ..

%% P% D%*&%o&.

+ D*0) o 0% F$o R*. L*-*l G$o#& L*-*l

P% AP% BP% CP% D

9 P% %*&%o& +$* + 0*$ +00$o-*o#&+%o& l+%%+%o& Y*"No

E=+-+* o%l %


30/89

2/

STUB SETTIN? ON BISECTION

- L*-*l o *0l+* )*


31/89

Q#+&%,R*#%$*

Q#+&%, A-+%l+9l* A00$o-*So#$*

Q#+l%, (O


32/89

%=

+

L*+& o&$*%&':@

P% +$* $** $o +ll Fo$*%'& M+*$%+l Y*"No9 P% +$* $** $o +&%&' +*$ (D*+*$%&' o&%*

%& +-+&* 9, P#0 " B#


33/89

31

= I& +* o *=* *=+-+%o& %ll%&' % o&* 9,l*+& o&$** 8 &o loo* o%l % 0*$%* o$

%ll%&'.

ol. o *=* l*+& o&$**.

Ce(,#f#+,e@ P#, +(e !e+(e) f( #$,+!!+,#$ f (e#$f(e7e$, +$)f(7 */e

FOR CONTRACTOR FOR APTRANSCO

S%'&+#$* S%'&+#$*

N+* N+*

D*%'&+%o& D*%'&+%o&

D+*.. D+*.


34/89

32

9 INSTALLATION OF REINFORCEMENT STEEL & FORMBOXES

N+* o L%&*:@ Lo+%o& No.:@

N+* o Co&$+o$:@ T,0* o

o*$:@

% A00$.D$'.No. @@@@@@@@@@@@@@@@@@@@@@@@@@@@

@@@@@@@@@@@@@@@@@@@@@@@@@@@@ %%

R*%&o$**& **l

+ Q#+l%,"Q,. + 0*$ 0*%%+%o& Y*"No9 B*&%&' "Pl+%&' + 0*$ +00$o-* $'. Y*"No R*#%$* &o. o )+%$ +00$o-* Y*"No

(M%& D%+@12 ; M+=. 0+%&'@5!! B%&%&' o&* + 0*$ 0*%%+%o&. Y*"No* A&, #* $* o$ 9*&%&' o **l 9+$ Y*"No S**l % l*+& +& $** $o loo* $# o$ +&,

o)*$ o$*%'& +l Y*"No' Po%%o& o 9+$ .$. #9 + 0*$ $'. O6 "NOT O6

%%% Fo$ Bo=*:@

+ D%*&%o& + 0*$ +00$o-* $'. O6 "NOT O6 9 Pl+%&' .$. #9 + 0*$ +00$o-* $'. O6 "NOT O6

%- Cl*+$ o-*$ o 5! (o$ + 0*$ 0*%%+%o& +-+%l+9l*Y*"No

Ce(,#f#+,e@ C!e+(e) f( f'$)+,#$+,#$%

FOR CONTRACTOR FOR APTRANSCO

S%'&+#$* S%'&+#$*

N+* N+*

D*%'&+%o& D*%'&+%o&

D+*.. D+*.


35/89

33

7. MIJING; PLACING AND COMPACTION OF CONCRETE

N+* o L%&*:@ Lo+%o& No.:@

N+* o Co&$+o$:@ T,0* o

o*$:@

% A00$.D$'.No. @@@@@@@@@@@@@@@@@@@@@@@@@@@@

%% M%= R+%o @@@@@@@@@@@@@@@@@@@@@@@@@@@@

+9

Fo$ P,$+%"9+* %) 2! *+l %) 0*%%* $+%oFo$ )%&*, %) 2! *+l %) 0*%%* $+%o

>+*$ o **& $+%o + 0*$ 0*%%+%o&

Y*"NoY*"No

Y*"No

%%% M%=%&' o&* 9,

%-M%=*$ (R#&&%&' %* 2 %&.U* o 0o


36/89

34

P+$@I S*%&' 0*$%o (2/ +, % +llo* + 0*$ 0*%%+%o&

P+$@II (% R*-**& 9*&)%&' 0$o0o+l

+#. (%% R*-**& 9*&)%&' l%


37/89

35

CONCRETE CUBE TEST REPORT

N+* o o$< :

A'$***& No. :

S+0l* No. :

I*&%%+%o& M+$< :

Po$%o& o >o$< o$ Q,. $*0$**&*

+0l*: D+* 8 T%* o +%&' :

P$o0o$%o& o M%= :

D#$+%o& o C#$%&' + %* +&S%* *0*$+#$* 9*o$*T$+&0o$+%o& o * L+9+& T*0*$+#$*

7 +, 2/ +,

1. D#* +* o * ..

2. A#+l +* o *%&' ..

3. D*l+, %& *%&' ..

4. A#+l A-*$+'* o0$*%-* $*&') .. .

5. I +-*$+'* o0. S$*&') *#+l oo$ o$* )+& 0*%%*

Y*"No Y*"No

S#%$+,'(e f E/e',#$% A%e$.> S#%$+,'(e f APT(+$Off##+!>

D+*. D+*.


38/89

3

CHECKIN? OF FOUNDATION MATERIAL

(A CEMENT

% A00$o-* 9$+& o **& (R+o"P*&&+$"R++% O6"NOT O6

%% S+

D+*. D+*.


39/89

37

(C REINFORCEMENT STEEL

% A00$o-* $*%&o$**& 9*&%&' )*#l* D$+%&'

No. %%

D%*&%o& +& &o o )* $*%&o$**& 9+$ +& $%' Y*"No

%%% Cl*+&l%&* o $*%&o$**& 9+$ $o $#; %ll *0o%

*.;Y*"No %- B%&%&'

%$* +-+%l+9%l%, Y*"No

- +*#+* +9$%+* )+%$ +& '%%* o$ #00o$%&'o $*%&o$* 9+$ +-+%l+9%l%, Y*"No

S#%$+,'(e f E(e,#$ A%e$.> S#%$+,'(e f APT(+$Off##+!>

D+*. D+*.


40/89

Sl.No. D*$%0%o& R*#%$**&"T**

+ 0*$

P*$%%9l* l%% (M+=.

1 >+*$ Po+9l* @@@

2 N+#$+l%+%o& 1!! l2!

IS: 3!25 5l !.!2 No$+l N+ o

U%&' P)*&ol0))+l*%&+ %&%+o$

U%&' M%=* %&%+o$25l !.!2 No$+l N+ o

3 P +l#* IS:45 No l* )+&

4 Sol%+ O$'+&% IS:3!25 2!! '"l

9 I& O$'+&% IS:3!25 3!!! '"l S#l0)+* (SO3 IS:3!25 4!!! '"l

C)lo$%* IS:3!25 2!!! '"l (o$ &o&@$*%&o$* o&$**

* S#0*&* M+*$ IS:3!25 5!! '"l (o$ $*%&o$*o&$**

5 Co0$*o$$*&')(2! +, o$ )$**15! o&$** #9*+* %) 0$o0o*

+*$ %@ + % %%l+$#9* +* %)

IS: 51 H!

3/

FORMAT FOR TEST REPORT OF 8ATER

N+* o l%&*.. So#$* o +*$ #00l,.

S+0l* I&*& M+$


41/89

3H

No. D*$%0%o& R*#%$**&" T**+ 0*$

P*$%%9l* l%% (M+=.

7 + I&%%+l *%&' %* o$* #9* +* %)0$o0o* +*$

IS: 4!31 No l* )+& 3! o&)

9 +$%+%o& %& %&%%+l*%&' %* o$ *#9* +* %)

0$o0o* +*$

3! o&)

No*: L+* -+l#* +, 9* **& 9, $**$$%&' )* l+* IS o* ++*&* + 0*$ R*l*-+& +&+$ (IS 3!25; 45; 51; 4!31+& APTRANSCO T*)&%+l S0*%%+%o&.

(SIGNATURE OF LOCAL OFFICIAL SIGNATURE OF ERECTIONAGENCY

DATE. DATE.

SAMPLE IS APPROED FOR CONCRETING

(SIGNATURE OF APTRANSCO OFFICIAL

DATE..


42/89

CEMENT RE?ISTER


43/89

41

CEC6ING OF FOUNDATION MATERIAL

(A CEMENT

R*o$ o **& *%&' +

P*$ +00$o-* SFQP

(+ D*+%l o +0l*

0*$ 2!! MT $o *+) o#$* +$*

+%&+%&* + 0*$ SFQP @@@@@@@@@@@@@@@@@@@@@@@@@@

(9 All )* * + 0*$ +00$o-* SFQP +$*

+$$%* o# +& *+%l +%&+%&* @@@@@@@@@@@@@@@@@@@@@@@@@@

( o%& $*0o$ o$ oll*%o& o +0l*

%& +* o %* *%&' +$* +-+%l+9l* @@@@@@@@@@@@@@@@@@@@@@@@@@

S#%$+,'(e f E(e,#$ A%e$.> S#%$+,'(e f APT(+$

Off##+!>

D+*. D+*.


44/89

COARSEBFINE A??RE?ATE RE?ISTER


45/89

43

CEMENT RECEIPT & TEST FREQUENCY RECORD

N+* o L%&*.. Lo+%o& o

N+* o E$*%o& A'*&, So#$* o #00l,

D+*o5R*3*%0

B

+3)No."

LoNo.

Q,.

R*

3*%-*2B+'1"MT

C#:Q

,.

R*3*%-*2

1"M

M+&

#5+3#$*$1T*1

+* A

PTRA

NSCOA00$o-*2

L+9*

1R*0o$No.

8

* T*1R*1#l1+$*+10*$

P

S%'&+#$*

No*: (1 MTC )+ll 9* +-+%l+9l* o$ *-*$, 2!! MT o$ 0+$ )*$*o(2 L+9 T* R*0o$ )+ll 9* +-+%l+9l* o$ *-*$, 2!! MT o$ 0+$ )*$*o


46/89

44

FORMAT FOR OINT SAMPLIN? OFCEMENT

>* )+-* oll** )* +0l* o C**& + 0*$ ollo%&' *+%l o%&*:

1. Lo+%o& o o$* %:

2. So#$* o #00l, :

3. T,0* +& G$+* o**&: (OPC"PPC; '$+*

4. B+) No. "Lo No. o **&

5. No. 8 Q#+&%, o +0l*

. N+* 8 A$* o L+9 )*$*+0l* +$* 9*%&' *& o$*%&' (-%* l**$ No. 8 +*

T)* +0l* )+-* 9**& *+l* +& o&* %*&%%+%o& +$< l%0 #l, %'&*

)*$ 9**& 0l+* %&%* )* 9+' 8 +&o)*$ l%0 #l, %'&* )+ 9**& 0l+*

o& )* 9+'.

(S%'&+#$* o E$*%o& A'*&, S%'&+#$* o APT$+&oO%%+l

D+* D+*


47/89

45

FORMAT FOR TEST REPORT OFCEMENT

N+* o l%&* So#$* o S#00l,N+* o E=*#%&' A'*&, S+0l* I*&. M+$ S#%$+,'(e f APT(+$

Off##+!> D+,e

D+,e


59/89

57

TO8ER ERECTION

N+* o )* L%&*:@ Lo+%o& No:@

N+* o Co&$+o$:@ T,0* o

o*$:@ A00$o-* D$'.No:@

A00$o-* B%ll o M+*$%+l:@

1.

I* C)*


60/89

5/

12. S#9*#*& *%o& +$* *$** o&l,+*$ o0l** *$*%o& +& 9$+%&' o0$*-%o# *%o& Y*"No

13. A&, #* $*; 9*&%&' o$ ++'*o *9*$ #$%&' *$*%o& &o%* Y*"No

14. F%ll%&' o )ol* o$ #%&' o *9*$#$%&' *$*%o& o9*$-* Y*"No

15. A&, )*+-, )+*$%&' o 9ol+#%&' ++'* o )$*+ &o%* Y*"No

1. A&, #9%#* o o*$ *9*$*$**; %; ,*; *9*$ &o. Y*"No

17. T%')*&%&' % o&* 0$o'$*%-*l,

$o o0 o 9oo Y*"No

1/. All 9ol + +* l*-*l o& +ll )* o#$+* %')*&* %#l+&*o#l, +$%&'$o l*' o +* o& $%') %* 9, o#$ Y*"No

1H. Sl%00%&'"$#&&%&' o-*$ "9ol +$*$*0l+* 9, &* o&* Y*"No

2!. T)$*+* 0o$%o& o 9ol 0$o**o#%* o % &o l* )+& 3 +&&o o$* )+& /

Y*"No

21. P#&)%&' o )$*+ 0$o** o#%*% o&* + )$** 0o%%o& o& %+ Y*"No

22. +l $o#& T+< *l%&' o 9ol + o%+*$%+ll, o00o%* 0l+* #0o )*9oo $o +$ +& *+) *l l*&') +

Y*"No

22 + %& $%) (+ l*+ H! %& o&*& o&)* +< *l o& )* Y*"No

23. *$%+l%, o o*$ (1 %& 3! % )*


61/89

5H

TO8ER ACCESSORIES

N+* o )* L%&*:@ Lo+%o& No:@

N+* o Co&$+o$:@ T,0* o

o*$:@ A00$o-* D$'.No:@

I* C)*


62/89

!

PIPE TYPE EARTHIN?

N+* o )* L%&*:@ Lo+%o& No:@

N+* o Co&$+o$:@ T,0* o

o*$:@ A00$o-* D$'.No:@

I* C)*


63/89

1

COUNTER POISEEARTHIN?

N+* o )* L%&*:@ Lo+%o& No:@

N+* o Co&$+o$:@ T,0* o

o*$:@

A00$o-* D$'.No:@

1

I* C)*


64/89

2

STRIN?IN?

N+* o )* L%&*:@ *%o&: Lo.Noo Lo.

No:@ N+* o Co&$+o$:@ T,0* o o*$:@

A00$o-* T*&%o& S$%&'%&' C)+$:@

A00$o-* D$# S)*#l*:@

I* C)*


65/89

3

B> P+4#$% O', f E+(,h"#(e

1 >o$< % 9*%&' +$$%* o# %)

#ll, +*, *+#$*. Y*"No2 All 0#ll*, %=* o& o*$ o$ 0+-%&'o# +$* o-%&' $**l,. Y*"No

3 E*%-* o#&%+%o& *=%)$o#') +l


66/89

4

11 P$o0*$ +$$+&'**& +* o +-o%$#99%&' o oo$ o& '$o#&")+$ Y*"No

#$+*.12 D*+%l o oo$ M.S.. "$*0+%$

l**-* +$* $*o$* + 0*$ A&&*= CF II Y*"No+& A&&*= CF II.

D> F#$+! S+%%#$% & Te$#$#$% f E+(,h"#(e & C$)',(

1 S+' Bo+$ % %=* o$$*l, +*$+


67/89

5

4 Fo$ 0o*$ l%&* $o%&' *%o&0$*+#%o& +


68/89

?> T"e(

H+()"+(e

1 To*$ +$+$* -% 0)+* 0l+*; *$0l+*; %$#% 0l+*; o00*$ *+$)%&'9o&;0)+* 0l+* +& +&'*$ 0l+* %=* Y*"No+ 0*$ +00$o-* $+%&'.

2 A&%@l%9%&' *-%* %=* + 0*$ +00$o-* $'.Y*"No

3 S*0 9ol %) 2 No. +& o&* 0$%&' Y*"No+)*$ %=* + 0*$ +00$o-* $+%&'.

Ce(,#f#+,e S,(#$%#$% # 7:!e,e) #$ +!!(e:e,

FOR CONTRACTOR FORAPTRANSCO

S%'&+#$* S%'&+#$*

N+* N+*

D*%'&+%o& D*%'&+%o&

D+*.. D+*.


69/89

7

ANNEXURE CF I

DETAILS OF EARTH8IRECONDUCTOR

1 M+%$* No.

F$o:Lo3.No.

To Lo. No.

4 T)*$* % &o ++'* o *+$)%$*"oo$ 9*o$* o$ #$%&'$%&'%&' +&+$ +$* %& 0*$* 0o%%o&.


S%'&+#$* S%'&+#$*

N+* N+*

D*%'&+%o& D*%'&+%o&

D+*.. D+*.


70/89

/

ANNEXURE CF II

DETAILS OF COMPRESSION TYPE MID SPAN OINT FOR

EARTH8IRE CONDUCTOR AND REPAIR SLEEVE FORCONDUCTOR

1 M+%$* No.

4 D%*&%o& R*o$* + 0*$A&&*=.

5 M.S. o%& )+ 9**& 0$o-%* + l*+ 5! ** ++, $oo*$.

T)*$* % &o M.S. o%& o-*$ R+%l+,"R%-*$"M+%& Ro+ $o%&'.

7 No o$* )+& o&* M.S.o%& 0$o-%* %& o&* 0+& o$*+) *+$)%$*"oo$

/ R*0+%$ l**-* )+ll 9* #* % *$ o ++'* $+& % &oo$* )+& 2 $+& %& o#*$ l+,*$ o )* oo$. No $*0+%$ l**-*)+ll 9* #* %& +* o '$o#& %$*. I ++'* % %& o$* )+& )*0*$%%9l* $+&; )* ++'* 0o$%o& )+ll 9* $*o-* +& M.S.o%& 0$o-%*.


S%'&+#$* S%'&+#$*

N+* N+*

D*%'&+%o& D*%'&+%o&

D+*.. D+*.


71/89

H

ANNEXURE CF III

RECORDS OF INSULATORS

1 T,0* Gl+"0o$*l+%&; S#0*&%o& "T*&%o&"P%lo.

2 M+%)"%)o# %& l**-*.

5 El*$o M*)+&%+l S$*&').

Q#+&%, +& Lo+%o&

Sl.No.

Lo.No.

Q,.+ 0*$0*%%+%o&

Q,. %& C


72/89

7!ANNEXURE CF IV

DETAILS OF HARD8ARE FITTIN?

1 M+


73/89

71ANNEXURE CF V

SA? MEASUREMENT FOR CONDUCTOR

1 S+' Bo+$",&+o**$ %=* 9***& Lo No. +&

2 T*0*$+#$* ..oC

3 M*+#$**& o S+'"T*&%o&.

I* P)+*">%$*No.

A 0*$ S+'"T*&%o&C)+$

A#+l S+' "T*&%o&

I&%%+l

S+''%&'

F%&+l

S+''%&'

I&%%+l

S+''%&'

F%&+l

S+''%&'

S+'

T*&%o&

4 D#$%&' 0+,%&' o#"$o#') +''%&'; *&%o& %& oo$ + +

0*$ *)&%+l 0*%%+%o& (5! o +''%&' *&%o&.

5 C+l%9$+%o& *$%%+%o& o$ ,&+o**$ )*


74/89

72

ANNEXURE CF VI

SUSPENSIONTENSION CLAMPS FOR EARTH8IRE

1 M+%$* No. Lo.No. R*+$


75/89

73

ANNEXURE CF

VII RECORDS OF VD FOR EARTH8IRE AND

CONDUCTOR

1 M+


76/89

74

ANNEXURE CF VIII

RECORDS OF LINE SPACERSPACER DAMPERUMPER

SPACER

1 M+


77/89

75

ANNEXURE CFIX1>

The D#7e$#$ f Te$#$ C!+7: '#,+*!e f( e*(+> MeAAAC P+$,he( ACSR P+$,he( AAAC Me>

1 Lo.No.

2 S0+&.Lo No..o..

3 A00$o-* D$'.No. EMI"DE"[email protected]

4 D*+%l o D%*&%o&

S**

l Po$%o& Al#:%:Po$%o&

A 0*$ D$'. A3#+l A 0*$ D$'. A3#+l

B*o$* Co0. A*$ Co0. A*$ Co0. B*o$*Co0

A*$ Co0. A*$ Co0.

L*&')O#*$

%+C@C F@F L*&'

)C@C F@F L*&'

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L*&')

C@C F@F L*&')

C@C F@F

D*+E&

#:0*$L*'

3!!

21 1 @@ 2!.2!.5

17.5 5

1!

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54R1

54R!.5

B4!

@@

53!.553!.5

4!.54!.5

C@C : Co$&*$ o Co$&*$ D%+&*F@F : F+* o F+* D%+&*Fo$ #0*$ l*' )* %*&%o& 9*o$* +& +*$ o0$*%o& +, 9* o9+%&*$o )* #00l%*$ +& )*


78/89

7

5 Bo$* %& )* l**-* +$* 0*$*l, l*+&.

T)* ollo%&' +, 9* )*


79/89

77

ANNEXURE CFIX2>

D#7e$#$ f( ;399 77 ?SS E+(,h"#(e Te$#$ C!+7:

1 Lo.No.

2 S0+&.Lo No..o..

3 A00$o-* D$'.No. EMI"E>TA@2751! !@H/4 D*+%l o D%*&%o&

S**l Po$%o& Al#:%:Po$%o&

A 0*$ D$'. A3#+l A 0*$ D$'. A3#+l

B*o$* Co0. A*$ Co0. A*$ Co0. B*o$*Co0

A*$ Co0. A*$ Co0.

L*&')O#*$

%+L*&'

)C@C F@F L*&'

)C@C F@

FL*&'

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L*&')

C@C F@F L*&')

C@C F@F

T*&%o&Cl+:0

#:0*$L*'

225

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21 !.5

21 !.5

@@ 2!.2R!.5

2!.2!.5

17.5R

!.517.5

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225

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32!.5

32!.5

25!

@@

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!.5

2H.4R

!.5

25!.5

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C@C : Co$&*$ o Co$&*$ D%+&*F@F : F+* o F+* D%+&*Fo$ #0*$ l*' )* %*&%o& 9*o$* +& +*$ o0$*%o& +, 9*o9+%&* $o )* #00l%*$ +& )*


80/89

7/

5 Bo$* %& )* l**-* +$* 0*$*l, l*+&.

T)* ollo%&' +, 9* )*


81/89

7H

ANNEXURE CFIX3>

The D#7e$#$ f M#) S:+$ #$, f( Me C$)',(

1 Lo.No.

2 S0+&.Lo No..o..

3 A00$o-* D$'.No. EMI"MCC ? 73531.774 D*+%l o D%*&%o&


A 0*$ D$'. A3#+

l A 0*$ D$'. A3#+l

B*o$* Co0. A*$ Co0. A*$ Co0. B*o$*Co0

A*$ Co0. A*$ Co0.

L*&')O#*$

%+L*&'

)C@C F@F L*&'

)C@C F@

FL*&'

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L*&')

C@C F@F L*&')

C@C F@F

25! 5 21 1 2/5(+00$o=

2!.2R!.5

17.5R

!.5

735 5

54 R1

7/5(+00$o=

53 !.5

4 !.5

C@C : Co$&*$ o Co$&*$ D%+&*F@F : F+* o F+* D%+&*Fo$ #0*$ l*' )* %*&%o& 9*o$* +& +*$ o0$*%o& +, 9*o9+%&* $o )* #00l%*$ +& )*


82/89

/!

5 Bo$* %& )* l**-* +$* 0*$*l, l*+&.

T)* ollo%&' +, 9* )*


83/89

/1

ANNEXURE CF IX5>

D#7e$#$ f( Re:+#( !ee4e f( ACSR Me C$)',(

1 Lo.No.

2 S0+&.Lo No..o..

3 A00$o-* D$'.No. EMI"RS ? 3!531.77

4 D*+%l o D%*&%o&

A 0*$ D$'. A#+l

B*o$* Co0. A*$ Co0. A*$ Co0.

L*&') O#*$%+

L*&') C@C F@F L*&') C@C F@F

C@C: Co$&*$ o Co$&*$ D%+&*F@F: F+* o F+* D%+&*


84/89

/2

5 Bo$* %& )* l**-* +$* 0*$*l, l*+&.

T)* ollo%&' +, 9* )*


85/89

/3

ANNEXURE CFIX6>

D#7e$#$ f( M#) S:+$ #$, f( ;316 77 ?SS E+(,h"#(e

1 Lo.No.

2 S0+&.Lo No..o..

3 A00$o-* D$'.No.

4 D*+%l o D%*&%o&


A 0*$ D$'. A3#+l A 0*$ D$'. A3#+l

B*o$* Co0. A*$ Co0. A*$ Co0. B*o$*Co0

A*$ Co0. A*$ Co0.

L*&')O#*$

%+L*&'

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FL*&'

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C@C F@F

C@C : Co$&*$ o Co$&*$ D%+&*F@F : F+* o F+* D%+&*


86/89

/4

5 Bo$* %& )* l**-* +$* 0*$*l, l*+&.

T)* ollo%&' +, 9* )*


87/89

/5

NAME OF TE

CONTRACTOR

DRUM SCEDULE

(CONDUCTOR(SEET 1@A

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SITE ENGINEER"APTRANSCO SITE INCARGE"SUPERISOR


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ERECTION UNIT DATESEET NO.

NAME OF TE LINE

Sl.No.

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Aptransco 220kV & 132kV Lines & SS QAP Format

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