General ReportPROPOSED CONSTRUCTION OF C.C ( TREMIX ) ROAD AND R.C.C NALA, AT-PRABHUDDA

e

Estimated Cost

:Authority

Fund Provision/ Scheme

TechnicalServices

Necessig &Site Conditions

NAGAR, FOR M.C. PARTUR.

:- Rs. 24,72,500.00

:- MUNICIPAL COUNCIL PARTUR

M.C. Generalbody Dated 14" *.j" i""F Resotusion no.( -I- =

j

:- DAL]T VASTI SUDHAR YOJNA

:- M/S/ DATTASUT ASSOC]ATES AURANGABADJob No: 10121 P I 2A17-18Date : 31-10-2017

._ Existing crust thickness is nill. The New W.B.M /C.C ROAD & CC DRAIN is proposed at the' site .Hence it is necessary.

i DSRItt

Proposed Work :- Excavation for catch / side water gutter in all sorts of soils to the specified section includingProviding dry trap / granite / quartzite / gneiss rubble stone soiling l Scm to 20cmProviding and laying in situ / ready mix cement concrete of M10 proportion with trap/Providing and layinq Cast in situ/Ready Mix cement concrete in M20 of lraptProviding and laying in situ cement concrete M 30 with tremix treatment for 200 mm

:- To Prepare this Estimate D.S.R. approved by P.W.D. Region Aurangabad(Year : 2017-2018\ is used for current Year.Rate analasis of Building / road items is prepared considering initial lead of 5 Km.The detail cross section are given in drawing , attached to estimate.

Early sanction of the estimate is expected.

DATTASUTPROPRIETOR M. C. PARTUR

ryE-&-

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IPAL ENGINEER

PROPOSED CONSTRUCTIONt

General Abstract Sheet

oF c.c ( TREMIX ) ROAD AND R.C.C NALA, AT-PRABHUDDA NAGAR,

FOR M.C. PARTUR"

Components Amount ( Rs.)

1 ) Prop. Const. of C.C ROAD & U.G.DRAIN

2 ) Add 12 % FOR GST

,) z)8r$38 'r'cRs. W#+.OO*

,Lr6$rl*23"op

12.00% J64909Sfr-

TotalAmount Rs. Rs. 2472488.00

4rggrLtl e,9

Say Rs. - ' ,?4 fZ;50A = @0

D \TT.{SUTPROPRIETOR M. C. PARTUR M. C. PARTUR

otJD,s.R. 20.D..- 20.{9..... of pubtic wofrl#!gbn Aurangabad. Entry of this approved b hkenIn Tcchinlcat Approval Ragister ir. No;.-,..*.....,

W,

I

Detail Estimate ReportPROPOSED CONSTRUCTION OF C.C ( TREMIX ) ROAD AND R.C.C NALA, AT-PMBHUDDA NAGAR, FORC M.c. pARTUR.

S \ lt.Co. Item Description Qty. a-- Unit Rate f'-- Amount'.,1o 2.1

- \U IJExcavation for catch I sia@soils to the specified section including stacking theexcavated stuff in a regular bund and disposing ofunsuitable or excess stuff as directed all sorts of soils.asper spec MORTH 309

199:86 cu.m 70.72 14,134.00

uonveylng materials obtained from road cutting includingall lifts, laying in layers of 20cm. to 30cm. breaiing clods,dressing to the required lines, curves, grades andsection, watering and compacting to not less than g7% otstandard proctor density for a lead of 300m. to 500m.inclusive, from the site of excavation to the site ofdeposition as directed .as per spec MORTH 305

199.86 cu.m 339.84 67,92fr.00

Providing dry trap / granite I quartzite I $1eiss iuOUfestone soiling 15cm to 20cm thick including hand packingand compacting complete.spec.no.: Bd.A.12Page.No.264

22:21 cu.m 690.77 +.+++e.oo

F3at 'a

Providing and laying in situ I ready mix cenrent concreteof M10 proportion with trap/ granite/ quartzite/ gneissmetal in foundation including necessary form work,compacting and curing etc. complete. (with reversibledrum type mixer/ concrete batch mix plant (pan mixer))with SCADA with Natural / VSt standard Artificial Sand)

22.21 cu.m 4,12',t.73 91,530.00I f 4-

Providing and casting in situ cement concrete in M2Oof lrapl granite/quartzite/gneiss metal for bed blocks,foundation blocks and such other items including bailingout water, plywood/steel formwork, compacting,roughening them if special finish is to be provided,finishing uneven and honeycombed surface and curingetc. complete. The Cement Mortar 1:3 plaster isconsidered for rendering uneven and honeycombedsurface only. Newly laid concrete shall be covered bygunny bag, plastic, tarpaulin etc. (Wooden centering willnot be allowed,), with fully automatic micro processorbased PLC with SCADA enabled reversibte Drum Typemixer . With Natural sand. Spec. No. Bd. E. 4 page No.]289 I

63.30 cu.m 4,816.08 3,04,868.00

- :l , U

Providing and casting in situ cement concrete M20 oltrap/ granite I quarlzilel gneiss metal for R.C.C. slabs

22.15 cum. 9,070.44 asegt*002-pfr,qIoand landings canopy as per detailed designs and

drawings including centering, formwork, cover blockscompaction finishing the formed surfaces ith cementmortar 1:3 of sufficient minimum thickness to give asmooth and even surface or roughening if special finish isto be provided and curing etc. complete, (Excludingreinforcement and structural steel).With fully automaticmicro processor based PLC with SCADA enabledreversible drum type concrete mixer With natural sand.)Spec. No. Bd. F. 8 page No. 302.

r-

3oqsss

: -;,'iding and fixing in position TMT - FE - 500 barr jnforcement of various diameters for R.C.C. pile caps,': :: i'r gs, foundations,: ::s. beams columns, canopies, staircase, newels,:-a.,jas. lintels pardis, copings, fins, arches etc. as per:::alled designs, drawings and schedules. including:,ii,ng, bending, hooking the bars, binding with wires or'-::< welding and supporting as

N

2.021 M.T. 48,161.36

-- Providing and laying in situ cement concrete M aOI ,,, ih tremix treatment for 200 mm thickness for Concretei cad is including laying plastic sheet for 125 micron:-Lckness with groove cutting of 4 mm wide and 20 mm:eep with necessary refilling with bitumen ( excluding'e;nforcement) with Natural sand etc. complete

199.3C cu.m 6,356.98 €'66915:0O

42 "i { qal

ROYALTY CHARGES AS PER STATEMENT ATTACHED1 83.1 5 cu.m 141.34 25,886.00

Quality control Charges for various TestConducted on Construction materials.

Also water absorption, Specific Gravity, lmpact Value &Crushing Value test will have to carry out in addition.

1.00 No. 4200.0c 4,200.00

Material: Fine Aqqreqate (Sand)

Fineness Modulus (Sieve Analysis), Silt & Clay Content 1.00 No. 2400.00 2,400.00

Material: Cement

Test: Standard Consistancy Fineness, Specific Gravity,Setting Time (lnitial & Finat), Compressive strength,Soundness.

1.00 No. 6600.00 6,600.0c

Material: Concrete- | a iE Test: Compressive Strength for M-20 Grade concrete ol

Min. 7 days of Guring with Min. No. of Sample as perQtv. of 50 Cu.M For 4 or Part lhereof

,0.00 No. 1200.00 0.00

Material: Steel Bar Testino

_ 'rJ JU Up to 16 mm ( Set of 3 Bars ) (for 12 & 16 mm bar) 2.00 No. 2200.04 4,400.00

Or tDt>4

:ic 5a/o Planning, Estimation, technical & contingencies charges

TotalAmountRs. 2-102456.00

t/o_t{44+95;12+3S5o/o

Grand Total 22,07,579.00

u^c-ktil=TTTAST,I"T ASSOCIATESIROPRIETOR

I lr-4--:t -MUNIC\SdL ENGINEER

r

4t8213s @

q733

St'

\c. Name of Test Test Rate Rs

2 3 4AVERLAY OES'6A'

Benkelman Beam Teet(Excluding Dead Journey Charges) Per Km 12450.00

.d,fr,O'V .DES T RUC T I V E fEST

Rebound llammer Test. I Point 200.00rJJ Ultrasonic Pulse Velocity 1 Point 300.Q0

lmportant Note:The abova rates are appticable for all Division' &subdivision under P.w.D./ Zilla Parishad in Maharashtra and for otherGovernment / Private Organization the rates shall be twice as mentionedin DSR.

Suprintending EngineerVigllance & euatity Controt Circle,

- Puneii r,lrt\l\l_Y' \t/ ' )r,\Lu )

\__ -1 /,.r'/-

?q9

Meas u rements heet Report::

"STRUCTION OF C.C ( TREMIX ) ROAD AND R.C.C NALA , AT-PRABHUDDA NAGAR,

FOR M.C. PARTUR.

Description

- - Excavation for catch / side water gutter in all: ", - sorts of soils to the specified section includingstacking the excavated stuff in a regular bundand disposing of unsuitable or excess stuff asdirected all sorts of soils.as per spec MORTH?no

- Excavaion

- - -: Conveying materials obtained from road cutting- : -: including all lifts, laying in layers of 20cm. to30cm. breaking clods, dressing to the requiredlines, curves, grades and section, watering andcompacting to not less lhan gZ% of standardproctor density for a lead of 300m. to S00m.inclusive, from the site of excavation to the siteof deposition as directed .as per spec MORTH305

: r Excavated material

- - - -- Providing dry trap / granite / quartzite / gneiss, -' : rubble stone soiling 15cm to 20cm thick: I , - :- including hand packing and compacting

complete.spec.no Bd.A.12 page.No.264

a ) Soling

and laying in situ I ready mix cementof M10 proportion with trap/ granite/gneiss metal in foundation includingform work, compacting and curing

complete. (with reversible drum type mixer/batch mix plant (pan mixer)) with

with Natural / VSI standard Artificial) as per specification CD.3 page.No. 160

B D euantity TotalQty.NoLLength of Road = 488.50 M.

Avarage width= Area/length - 1,992.95 4gg.50 4.Og

Lenth of C.C Drain = 102.10

1 102.10 1.45 1.35 199.86199.86 199.87 Cu.M

102.10 1.45 0.15

102.10 1.45 0.15

199.86 199.87 Cu.M

22.21 .t122.21 ( ZZ.ZO7 Cu.n

22.21 ,122.21 ( ZZ.ZO7 Cu.m

I

r'oviding and laying Cast in situ/Ready Mix' :ement concrete in M20 of lrapl' ;ranitelquartzite/gneiss metal for bed blocks,

'oundation blocks and such other itemsrcluding bailing out water. plywood/steel'ormwork, laying/ pumping, compacting,'oughening them if special finish is to becrovided, finishing uneven and honeycombedsurface and curing etc. complete. The CementMortar 1:3 plaster is considered for renderingr.rneven and honeycombed surface only. Newlyiaid concrete shall be covered by gunny bag,plastic, tarpaulin etc" (Wooden centering willnot be allowed.), with fully automatic microprocessor based PLC with SCADA enabledreversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. Withnatural sandA/.S.1. quality Artificial Sand

- Bottom Drain.

: Vertical Sides.

. - :-,_ Providing and laying Cast in situ/Ready Mix' -: - cement concrete M-20 of trap/ granite /: - ' : I quartzite/ gneiss metal for R.C.C. slabs and

landings as per detailed designs and drawingsincluding centering, formwork, cover blocks,laying/pumping,compactionfinishing the formed surfaces withcement mortar 1:3 of sufflcient minimumthickness to give a smooth and even surface orroughening if special finish is to be providedand curing etc. complete,(Excludingreinforcement and structuralsteel).with fully automatic micro processorbased PLC with SCADA enabled reversibleDrum Type mixer/ concrete Batch mix plant(Pan mixer) etc. complete. With natural

a) C.D work

b) do

C) C.D work

: - = ' , Providing and fixing in position TMT - FE - 500_; :! .' - -: j j bar reinforcement of various diameters forr! R.C.C. pile caps, footings, foundations,slabs, beams columns, canopies, staircase,newels, chajjas, lintels pardis, copings, fins,arches etc. as per detailed designs, drawingsand schedules. including cutting, bending,hooking the bars, binding with wires or tackwelding and supporting as

a) For Drain (Two sides)

do (bottam portion)

HYSD for Drain 3Kg/Sq.mdo

For C.D. Work slabb) 60kg/ cu.m

I

I2

102.10 '1.30 0.20

102.10 0.20 0.90

26.55

36.76

63.30 63.302 Cu.M

3.864.29

14.00 /22.151/ 22.151"u.^

183.78

132.73

316.51 316.51 Sq.m949.53 949.53 Kg

0.950

1.072

2.021( 2.022M.T.

1

2

1

14.30 1.35

14.30 1.50

35.00 2.00

0.200.10

0.20

2

1

102.10 0.90102.10 1.30

316.51 3.00949.53 /1000

17.86 0.060

1

1

- : :cncrete M 30 with tremix treatment for 200-- thickness for Concrete Road is including

| :, 'rg piastic sheet for 125 micron thicknessn'r. gt'ooVe cutting of 4 mm wide and 20 mm:::p with necessary refilling with bitumen (

: ':iuding reinforcement ) with Natural sand etc.:i:'rpleteU-30 C.C. Pavement

: :lAD

Quality control Tests forv arious construction materials.

: - Material: Coarse Aggregate

r : so water absorption, Specific Gravity, lmpact.'alue & Crushing Value test will have to carry:rt in addition.

' : ' " Material: Fine Aggregate (Sand)

: Test: Particle Size (Gradation) (100% passingirom 4.75 mm lS sieve & 100 % retaining on0 075 mm lS sieve) with frequency (min.) at thebeginning & if there is any change in the source

3 Test: Fineness Modulus & Silt Content forRoad work maximum 10 % is to be considered.

' -: ' Material: Cement

- Test: Standard Consistancy Fineness, SpecificGravity, Setting Time (lnitial& Final),Compressive strength, Soundness.

" "- !5 Material: Concrete

3 Test: Compressive Strength for M-30 Gradeconcrete ofFrequency (Min.) of Test1 to 5 Cu.M- 1 (No. of sample)6 to 15 Cu.M- 2 (No. of sample)'16 to 30 Cu.M- 3 (No. of sample)31 to 50 Cu.M- 4 (No. of sample)50 & Above 4+ (Additional samples of each of50 cum. or part thereof (1 sample each)

Qty. of Concrete as per lt. No.S , 6 ,8 in thisMeasurement Sheet is 63.3 +18.15+ 205.32

=286.87 Cu.M

o.1o 1ee.3o r199.30 ( tgg.zgs

"r.rn

488.50 4.08

1.00 Test

{.00 Test

Iti

1.00 Test

9.00

{Test

-- :- Material: Steel Bar Testing( For TOR Steet )

- i Test: Unit weight : tolerance on calculatedI weight + 4& up to g mm Dia. Of bar and above8 mm dia. + 2.5o/o with Frequency (min.) Onetest for every 5.0 M.T of part thereof for eachdia. 3 bars of 1 m. length each main onesamplej Test: ultimate tensile stress : For TOR Bars _

min. 49.S Kgflmm? with Frequency (min.) Onetest for every 5.0 M.T of part thereof for eachdia. 3 bars of 1 m. length each main onesample

I Test: Elongation : % elongation for TOR bars _

14.5% Min. with Frequency (min.) One test forevery 5.0 M.T of part thereof for each dia. 3bars of 1 m" length each main one sample.

Total Qty. of TOR steet as per tt. No.7 in thisMeasurement Sheet is 1.367 M.T

For 12 mm BarFor 16 mm Bar

1

,|1.00 Test

1.00 Test

2.00 Test

- " l*T rSL'T ASSOCIATES?ROPRIETOR

AL ENGINEER

A410414570a2E

2902902.902.903.003.602.802.704.304504204.30

390480540

B4"105.706.356.002.902.902.903.003.002.802.703.004.504.204304005.005.304.00

)R.OPOSED CONSTRUCTION OF C.C ( TREMIX ) ROAD AND R.C.C NALA , AT-

' PRABHUDDA NAGAR, FOR M.C. PARTUR.

LENGTH OF C,C ROADDIVIDE BY

222222222222

2222222

LENGTH OF R.C.C NALA

3.0010.00

9.6010.00

4.3021.2A4.00

40.00

102.10

AVERAGEWIDTH

4.104.906.036.182.902.902.902.953.003.202.752.854.404.354.254.154.455.054.70

LENGTH ToTALAREA

35.00 143.5030.00 147.0017.00 102.4324.00 148.2010.00 29.0030.00 87.0030.00 87.0015.00 44.2510.00 30.00'15.00 48.0030.00 82.5040.00 114.0030.00 132.0030.00 130.5030.00 127.508.50 35.2820.00 89.0060.00 303.0024.00 112.80488.50 1,992.95

C.D WORK3.003.00

4.304.00

14.30

DATTASUT a

AL ENGINEERPROPRIETOR

WIDTH

M. C. PARTUR

' *l .. wr 1*rr iFrvt rv(tt! f qI

Quarry Chart

,iff* Jglfig. st"t 2?0

Ceflifi+ile

Jintur

Sudhna River

22.Okm

4 e

M$Hs

7"0 knn

i{*rhula vrllagr

1) This is to certify that the ptaceslquarries consiclered for av*ilahlity ntl*latsrials tror use on site ol rvork are having abundenl nraterral fnr supplyrng arrd

:*ahty,quantity ancl stability for construclion his been assured by Exccuii** Uluinou,

2) Tliis is to certify that the leads considered in the detaited estinratc ereical gnd beneficial lo the Gcvernment.

3i This is to certify that lhe distarices considered in tlre estirnate for lr..rnsl:ort c,fmalerial are least of all ihe alternatives i'i i

I

Executive Enginserant Engineer Gr. {

I{

.t

( 2017- 2018 | ( 22_9-2017 |. :3F SITE :PROPOSED DEVELOPMENT OF VARIOUS WONXS UNDER MUNICIPAL COUNCIL PARTI,

ilk: Material QuarryLead

in km.

Pay load

Factor

Final

lead

Net lead Unit of

Rate.chargeMetal40mm

& above40 mm size

KarhalaQuarry 22 km 5.50

cu.m.269.57 cu.m

2 Metal Below40 mm size

KarnalaQuarry 22 km 5.75 r

cu.m.281.28 /

"r.*Hard / Soft

murumGairan 6km 5.75

cu.m.116.24 cu.m

I Sand Dudhana-river 7km 5.75cu.m.

132.65 a'"cu,m -

r\il(V,.\IU"L--'

DArrAsur afsocnrBsPROPRIETOR

.f.\

/\Ao..ru'-

vr ur\ rq1Fffi sllrci-N rg *M. C. PARTUR

!New DSR approved from w.e.f .22-09-2017

NAME OF WORK:- PROPOSED VARIOUS WORK FOR M'C'PARTUR

'*217 Exc'a',ration for catch / side water gutter in allr \o.13 sorts of soils to the specified section including

stacking the excavated stuff in a regular bund

and disposing of unsuitable or excess stuff as

directed all sorts of soils.as per spec MORTH

309

DSR Basic Rate (2017-2018)

Add 4% for For Municipal CouncilArea

: No 2.26 Conveying materials obtained from road cutting: No.23 including all lifts, laying in layers of 20 cm. to

30cm. breaking clods, dressing to the required

lines, curves, grades and section, watering and

compacting to not less than 97% of standard

proctor density for a lead of 300 m' to 500 m'

inclusive, from the site of excavation to the site of

dePosition as directed. MORTH 305

DSR Basic Rate (2017-2018)

Add 4% for For Municipal CouncilArea

Add lead for 6 KM

3D A.12 Providing dry trap I granite / quartzite / gneiss

: \0.21.3 rubble stone soiling 1Scm to 20cm thick

i P.No.97 including hand packing and compacting

complete.spec.n oBd.A.12 Page.No'264

DSR Basic Rate (2017-2018)

Add 4% for For Municipal CouncilArea

Add lead for Solling

C D 3 Providing and taying in situ / ready mix cement: Nc11 02 concrete of M10 proportion with trap/ granite/f, No 92 quartzite/ gneiss metal in foundation including

necessary form work, compacting and curing etc'

complete. (with reversible drum type mixer/

concrete batch mix plant (pan mixefl) with

SCADA with Natural / VSI standard Artificial

Sand) as per speciflcation CD.3 Page'No' 160

DSR Basic Rate (2017-2018)

deduct roYaltY charges of sand

Add 4% for For Municipal CouncilArea

Add lead for Metal

Add lead for Sand

Rs.

0.04 Rs.

Rs.

0.04

Rs.

Rs.

68.00

2.72

i u, t. Co. Item Description Material constant Rate Unit

Factor x Lead

70.72lcum

Rs.Rs.

Rs.

Rs.

215.00

8.60116.24

339.84 /cum

1.00 x0.04

269.57

TotalRate

{-'405.60

16.20269.57

46 il_lcur:. /-Rs.

-;

141.34

0.04

281.28132.65

TotalRate

3726.00.63.60

3662.40

146.50253.15 -/59.69 /

4'121.73lCu.m

Rs.

Rs.-0.450

0.900.45

xx

Rs.

Rs.

Rs.E

BD.E.4E,lric 24.1 6P&.17s

Providing and laying Cast in situ/Ready Mixcement concrete in M2O of trap/gra nitelq ua rtzite/gneiss metal for bed blocks,foundation blocks and such other items includingbailing out water, plywood/steel formwork, laying/pumping, compacting, roughening them if splcialfinish is to be provided, finishing uneven andhoneycombed surface and curing etc. complete.The Cement Mortar 1:3 plaster is consideied forrendering uneven and honeycombed surfaceonly. Newly laid concrete shall be covered bygunny bag, plastic, tarpaulin etc. (Woodencentering will not be allowed.), with fullyautomatic microprocessor based pLC with SCADA enabledreversible Drum Type mixer/ concrete Batch mixplant (Pan mixer) etc. complete. With naturalDSR Basic Rate (2017-2018)deduct royalty charges of sand

Add 4% for For Municipal CouncilAreaAdd lead for MetalAdd lead for Sand

Providing and laying Cast in situ/Ready Mixcement concrete M-20 of trapi granite I quarlzitelgneiss metal for R.C.C. slabs and landings asper detailed designs and drawings includingcentering, formwork, cover blocks,laying/pumping,compactionflnishing the formed surfaces withcement mortar 1:3 of sufficient minimumthickness to give a smooth and even surface orroughening if special finish is to be provided andcuring etc. complete,(Excluding reinforcementand structuralsteel).vrith fully automatic micro processor basedPLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (pan mixer) eic.complete. With natural sandA/.S.1. qualityArtificial Sand Spec. No. Bd. F. 8 page No. 302..DSR Basic Rate (2017-2018)deduct royalty charges of sand

Add 4% for For Municipal CouncilAreaAdd lead for MetatAdd lead for Sand

Providing and fixing in position TMT - FE - OOObar reinforcement of various diameters forR.C.C. pile caps, footings, foundations,slabs, beams columns, canopies, staircase,neweis, chajjas, lintels pardis, copings, fins,arches etc. as per detailed designs, drawingsand schedules. including cutting, bending,hooking the bars, binding with wires or tackwelding and supporting asDSR Basic Rate (2017-2018)

Add 4% for For Municipal CouncilArea

Rs.-0.390 141.34 Rs.

0.04 Rs.

0.78 X 281.28 Rs.0.39 X 132.65 Rs.

TotatRateTi

14r.34

0.04

281.28

132.65

TotalRate

4420.00-56.54

4363.46

174.54225.02

53.06

4816.08 /cum

Rs.

Rs.-0.40

0.80 x0.40 x

Rs.

Rs.

Rs.

Rs.BD.F.8

rNo.25.70P.No.190

85'16.00

-55.12

8460.88

338.44219.4A

51.73go7o.44:- :,-

" - -: 33

/cum

Rs. 46409.00

0.04 Rs. 1852.36 -/--TotatRate Rs.-J[]ffiffii7

It. No.5.22P )ic.45

Providing and laying in situ cement concrete

M 30 with tremix treatment for 200 mm thickness

for Concrete Road is including laying plastic

sheet for 125 micron thickness with groove

cutting of 4 mm wide and 20 mm deep with

ne""tlury refilling with bitumen (excluding

reinforcement) with Natural sand etc' complete

DSR Basic Rate (2017-2018)

deduct royaltY charges of sand

Add 4% for For Municipal Council Area

Add lead for Metal

Add lead for Sand

-0.460

Rs.

141.34 Rs.

5870.00-65.02

5804.98

232.20

258.7861.02 _

6356.98 /cumRs.

0.04

0.92 X 281.28

0.46 x 132.65

Total Rate

Rs.

Rs.

Rs.

DATTASUTPROPRIETOR

MU AL ENGTNEERM: C. PARTUR

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