r

MUNICIPALCOUNCIL PARTUR

PROPOSED CONSTRUCTION OF C.C. DRAIN AT. MOMINGALLI,LADDA COLONY,SARTAJ COLONY,MEBOOB SUB.

HANI ROAD,PATHAN GALLI,MALANGSHA GALLI & KURESHI GALLI,W.NO.01 ,02 Sr 03 , FOR M.C. PARTUR.

FLIND PROVISION/ SCHEME : ALPA SANKHYANK AYOG

ESTIMATED COST : 9,99,000.00

DATTASUTASSOCIATES

8, 2 ND FLOOR, A1 BL]II-DING ,

SARA PRIDE,

KALDACORNER, DARGAROAD, AL]RANGABAD

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General Report

PROP$SED CONSTRUCTION OF C.C. DRAIN AT- MOMIN GALLI ,LADDA COLONY,SARTAJCOLO}.UY,MEBOOB SUBHANI ROAD,PATHAN GALLI,MALANGSHA GALLI & KURESHI GALLI

,W.NO.O1 ,02 & 03 , FOR M.C, PARTUR,

Estimated Cost :- Rs. 9,99,000.00

Authority MUNICIPAL COUNCIL PARTUR

slart&i-q c/rrrift(lVl.C. C6nbralnoorl OiteO '-' 6,O8.16 Resolusion no.1/$',

Fund Provision/ Scheme

TechnicalServices

Necessity &Site Conditions

:. ALPASANKHYANKAYOG

:. M/S/ DATTASUT ASSOCIATES AUMNGABADJobNo: 592 lP12015-16Date: 20-09-2016

Existing crust thickness is nill. CG DRAIN is proposed at the site .Hence it is necessary.:-

ProposedWork:- Excavationbyforcatch/roadsidewatergutter/junglegutterinall so(ofsoilsstratatotheConveying materials obtained from road cuffing including all lifts, laying in layers,

Providing dry trap / granite / quartzite / gneiss rubble stone soiling 1Scm to 20cm thick

Providing and laying in situ, cement concrete in 1.4:8 of trap / granite / quartzite / gneiss

Providing and laying tn situ cement concrete M-'15 / 1.2.4 of trap/ granite / quartzite / gneiss

DSR To Prepare this Estimate D.S.R. approved by P.W.D. Region Aurangabad(Year : 2015-2016) 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.

IPAL ENGINEER

?i^"" M u Ntc I ph- co u r*cJ r--pann"l aCHIEF OFFICERM. C. PARTURPROPRIATER

MUNICIPAL ARTUR

General Abstract Sheet

ryfgslD CoNSTRUCTION OF C.C. DRArN AT- MOMrN GALLr ,LADDA COLONY,SARTAJCOLONY,MEBOOB SUBHANI ROAD,PATHAN GALLI,MALANGSHA GALLI & KURESHI GALLI

,W.NO.O1 ,02 & 03 , FOR M.C. PARTUR,

Components Amount ( Rs.)

1 ). Prop. Const. Of CC DRAIN Rs.

TotalAmount Rs. 998+2+00

W5,9 e, -o o

Say Rs. -- +99p€0 = 00

DATTASUT

5t\ATES

€, oor ooo /-

.JUNICIPAL

lvide this office Lr. No' TB I lS[ll*."0 .lSlml.lBkh ... and En

lin r".trnical Sanction r'egister

lno ,.3.Ki '

ech n icnl lv s"rffiIG- r"r as#RP";PoolI 1in *rno, *r. NL'.t'g-.\*Kh?.r.Qh!..{...3

Executive En$ineerMaharashtra 'leevarPradhikaran

. Dlvisisn, taln

BI

try taker

on Seria

Nt,/

PROPRIATER

* oC)

['IUN eNGtuEendeMUNICIP COUNCIL PARTUR

CHIEF OFFICERM. C. PARTUR

PARTIJR

ftPRO,?OSED CONSTRUCTION OF C.C. DRAIN AT- MOMIN GALLI ,LADDA COLONY,SARTAJ

"CO-L.6NY,MEBOOB SUBHANI ROAD,PATHAN GALLI,MALANGSHA GALLI & KURESHI GALLI

,W.NO.O1 ,02 & 03 , FOR M.C. PARTUR.

S.N. lt.Co. Item Description Qtv. Unit Rate Amount1 It.No.898

P.No.242Excavation by for catch/ road side water gutter / junglegutter in all sort of soils strata to the specified sectionincluding stacking the excavated stuff in a regular bundand disposing of unsuitable or excess stuff beyond 50mfrom place of excavation as directed by Engineer in

charge. (by mechanical means) Spec. No. Rd. 9 PageNo.1 87

375.39 cu.m 66.66 25,023.00

2 It.No.912P.No.245

Conveying materials obtained from road cuffingincluding all lifts, laying in layers, breaking clods, dressingto the required lines, curves, grades and section for alead of over 300m. to 500m from the site of excavaiionto the site of deposition as directed by Engineer incharqe. Spec. No. Rd.No. 18 Paqe No. 197.

375.39 cu.m 301.68 113,246.0C

3 BD.A.12It.No.17P.No.21

Providing dry trap i granite / quartzite / gneiss rubblestone soiling 15cm to 20cm thick including hand packingand compacting complete.spec.no.: Bd.A.12Page.No.264

66.24 cu.m 833.25 55,198.0C

4 BD.E-1.CIt.No.41P.No.26

Providing and laying in situ, cement concrete in 1:4:8 oftrap / granite i quartzite / gneiss metal for foundationand bedding including bailing out water, formwork,compacting, finishing if required and curing complete .

Spec.no.: Bd.E.1 Page.No.287.

66.24 cu.m 3$16:33Ll+'2-t

23t55+€02-1 2-) 1 2- '<

tr BD,E 1 It.

No.29P.No.24

Providing and laying in situ cement concrete M-15 I 1:2:4of trap/ granite / quartzite / gneiss metal for foundationand bedding including bailing out water manually,formwork, compacting and curing etc. complete. Spec.No. Bd. E. 1 page No.287

103 05 cu.m 5=1_49-20-

41e&7)5S€JQOC

4 633e5

Quality control Charges for various TestCon ducted on Construction materials.

No. of Tests Unit Rate Total

4 Material: Concrete

It. No. 25& P. No.

361

Test: Compressive Strength for M-20 Grade concrete ofMin. 7 days of Curing with Min. No. of Sample as perQty. of 50 Cu.M For 4 or Part thereof.

6.00 No. 1000.00 +sos€€

4ooo 'tgt-,37 68"

TotalAmountRs. 9€s63+s0-

o{

Add 3% Planning, Estimation, technical & contingencies charges

tfi EL ENGINEERL COUNCIL PARTURCHIEF OFFICER

J70 2908+3&-2-6 >13 ' oo

Grand Total €98#21-00-

rygo/981 'o-.,

muNlclM. C. PARTUR PARTI,B&

qr; Measurementsheet Report. PROPOSED CONSTRUCTION OF C.C, DRAIN AT- MOMIN GALLI ,LADDA COLONY,SARTA]

COLONY-MEBOOB SUBHANI ROAD,PATHAN GALL],MALANGSHA GALLI & KURESHI GALL]/'- ---: ,w.No.01 ,02 & 03 , FoR M.C. PARTUR.

Sr.No lt Code. Description No B Quantity TotalQty.

Lenth of C.C Drain =

1 Excavation by for catch/ road side water gutterIt.No.898 / jungle gutter in all sort of soils strata to theP.No.242 specified section including stacking the

excavated stuff in a regular bund anddisposing of unsuitable or excess stuff beyond50m from place of excavation as directed byEngineer in charge. (by mechanical means)Spec. No. Rd. 9 Page No.187

r) ATOB 1

( Mazzid bhai to Najir bhai house,MominGalli,W.No.01 )

il) cToD 1

(Abdul Raheman Ansari to Yasin KureshiHouse,Ladda colony,W.No.01 )

ilr) ETOF I(Shaikh Najir bhaito Farukh bhai & Sawmihouse, Sartaj colony,W.No.01 )

GTOH( Satwai Mandir to Gulab Shaikhhouse,Meboob Subhani Road )

lrll situ,Pathan Galli,W.No.2 & 3 )

vr) KToL( Chunnu bhai to Yasin bhai house ,

Malangsha Galli , W.No.01 )

vil) MTON(Taher Moulana House at- Kureshi GalliW.No.01 )

Conveying materials obtained from roadIt.No.912 cuffing including all Iifts, laying in layers,P.No.245 breaking clods, dressing to the required lines,

curves, grades and section for a lead of over300m. to 500m from the site of excavationto the site of deposition as directed byEngineer in charge. Spec. No. Rd.No. 18 PageNo. '197.

A ) Excavated material

BD.A.12 Providing dry trap / granite / quartzite / gneissIt.No.17 rubble stone soiling 1Scm to 20cm thickP.No.21 including hand packing and compacting

complete.spec.no.: Bd.A.'12 Page.No.264

r) ATOB( Mazzid bhai to Najir bhai house ,MominGalli,W.No.01 )

490.70

70.10

70.10

70.10

70.10

70.10

70.10

70.'10

0.90

0.90

0.90

0.90

0.90

0.90

0.90

0.85

0.85

0.85

0.85

0.85

0.85

0.85

53.63

53.63

53.63

53.63

53.63

53.63

53.63

375.39 375.39 Cu.M

375.39 375.39 Cu.M r

tv)

v) rroJ - AlCga Tnai

70.1 0 0.90 0.15 9.46

(

'ciil) cToD

(Abdul Raheman Ansari to Yasin KureshiHouse,Ladda colony,W.No.01 )

ilr)- ETOF* r ( Shaikh Najir bhai to Farukh bhai & Sawmi

house, Sartaj colony,W.No.01 )

rv) GToH( Satwai Mandir to Gulab Shaikhhouse,Meboob Subhani Road )

0.15

0.15

0.15

n {t

0.15

0.15

0.15

0.15

0.15

9.46

9.46

9.46

0.90

0.90

0.90

0.90

0.90

t)v)

vt)

vil)

BD.E.1,CIt.No.41P.No.26

,Pathan Galli,W.No.2 & 3 )

KTO L( Chunnu bhai to Yasin bhai house ,

Malangsha Galli , W.No.01 )

MTON(Taher Moulana House at- Kureshi GalliW.No.01 )

Providing and laying in situ, cement concrete in

1:4:8 of trap / granite / quartzite / gneiss metalforfoundation and bedding including bailingout water, formwork, compacting, finishing ifrequired and curing complete .

Spec.no.: Bd.E.1 Page.No.287.

ATO B(Mazzid bhai to Najir bhai house ,MominGalli,W.No.O1 )

CTOD(Abdul Raheman Ansari to Yasin KureshiHouse,Ladda colony,W.No.01 )

ETOF( Shaikh Najir bhai to Farukh bhai & Sawmihouse, Sartaj colony,W.No.0l )

GTOH( Satwai Mandir to Gulab Shaikhhouse,Meboob Subhani Road )

siJe 1

r)

il)

ilr)

tv) 0.15

0.15

9.46

9.46

70.1 0

70.1 0

70.10

v) troJ Ar34

yr) KroL( Chunnu bhai to Yasin bhai house ,

Malangsha Galli , W.No.01 )

vil) MTON(Taher Moulana House at- Kureshi GalliW.No.01 )

BD.E.1 Providing and laying in situ cement concrete M.

It. No.29 15 I 1:2:4 of trap/ granite / quartzite / gneissP.No.24 metal for foundation and bedding including

bailing out water manually, formwork,compacting and curing etc. complete. Spec.No. Bd. E. 1 page No.287

l) a) bottom drain.

a) Verticalsides.

ll) a) bottom drain.

1

2

1

70.10

70.10

70.10

70.1 0

70.10

70.1 0

70.10

70.10

70.10

70.1 0

70.10

70.10

70.1 0

0.90

0.90

0.90

0.90

0.90

0.90

0.90 0.15

0.90 0.15

0.75 0.10

0.15 0.45

0.75 0.10

9.46

9.46

9,46

9.46

9.46

9.46

66.24 66.25 Cu.M -

9.46

9.46

66.24 66.25 Cu.M,/-

5.26

9.46

5.26

tro J Ak-s< tstA 1

,Pathan Galli,W.No.2 & 3 )

(

a) Vertical sides.

llll) a) bottom drain.

2

1

2

1

2

1

2

1

2

1

2

70.10

70.10

70.1 0

70.10

70.1 0

70.10

70.14

70 10

70 '10

;t 'a

0.15 0.45

0.75 0.10

0.15 0.45

0.75 0.10

0.15 0.45

075 0100.15 0.45

075 0100 15 0 45

a75 010015 045

9.46

5.26

9.46

5.26

9.46

5.26

9465.26

9465.26

v40

103.05 103.047 cu.m

1'o"&Offiest

ARTUfi

vil)

a) Vertical sides.

a) bottom drain.

a) Vertical sides.

a) bottom drain.

a) Vertical sides.

a) bottom drain.

a) Vertical sides.

QualitY control fesfs forvario us constru cti o n m ate ri al s.

P. No.361 Material: Concrete

A ) Test: Compressir,'e Strength Of concrete for

Frequency (Min.) of Test

1 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 {+ (Additional samples of each of

50 cum. or part thereof (1 sample each)

Qty. of Concrete as per lt. No. 5 in this

Measurement Sheet is 103.05 Cu'M

v)

vt)

a) Verticai sides.

lrfi a) bottom drain.

PROPRIATER

{f

AL EI'iGINEERL COUNCIL PARTUR

CHIEF OFFICERM. C. PARTUR

Ii.lUNICIPALi/tuN

,r,tuNlclP

t-PROPOSED CONSTRUCTION OF C,C. DRAIN AT- MOMIN GALLT ,LADDA COLONY,SARTA]

COLONY,MEBOOB SUBHANI ROAD,PATHAN GALLI,MALANGSHA GALLI & KURESHI GALLI

,w.No.01 ,02 & 03 , FOR M.C. PARTUR.

A TO B (Mazzid bhaito Najir bhai house Mom n

Galli,W.No.01 )

C TO D (Abdul Raheman Ansart to Yas n l(-r3i' l-c-s:,Ladda colony,W No.01 )

E TO F ( Shaikh Najir bha to Fa:i(- c-a & Sa'i,'m

house ,sartajcolonY W No 0'l '

G TO H ( Satwai Mandir io Gulai: Shaikh house,Meboob

Subhani Road )

rTr-r.rtffiGallr,W No.2 & 3 i,A.kSa rrla)";K TO L ( Chunnu bhai to Yasin bhai , Malangsha

Galli ,W.No.01 )

M TO N (Taher Moulana House at- Kureshi GalliW.No.0l

)

LENGTH OF DRAIN

7014

70.10

70.1 0

70.10

70.10

70.'10

70.1 0

490.70

PARTUR

DATTASUT A

rt1

uuuffPAL ENGINEER EtnEFqEF

rrrurlrciiA|- couNCtL PARTUR MUNICIPAL COUN

CHIEF OFFICERM. C. PARTURPROPRIATER

LEAD CHART AND LEAD GHARGES( 2015 - 2016 )

NAMF OF SITE:PROPOSED DEVELOPMENT OF VARIOUS WORKS UNDER MUNICIPAL COUNCIL PARTUR.

J BUTLDTNG woRKS

nlEft-e [ueenilIUNICIPAL couNclL PARTUR ilUllCtpAL C

CHIEF OFFICERM. C. PARTUR

Sr.No.

Material QuarryLead

in km.

Pay load

Factor

Final

lead

lnitial

Iead

Net lead Unit of

Rate.charge

1

Metal40mm& above

40 mm size

KarhalaQuarry 22 km 550

CU.M.

2492.53 10)4.51 268.73 cu.m

2 Metal Below40 mm size

Karnata

Quarry 22 km 5.75cu.m.

2492.53('

1014.51 257.45 CU.M

3 Hard / Softmurum

Gairan 6km 5.75cu.m.

1114.39 1014.51 17.91 cu.m

4 Sand Dudhana-r 'rer 7km 5.75cu.m.

1213.33 1014.51 34.58/1

CU.M

5 Cement Jalna @ 9.00Tonnes

4295 62 1014.51 364.57 1

Tonnes

6 Steel Jalna @ 900Tonnes

4295.62 1014.51 364.57 1

Tonnes

7 Bricks Jalna @ 3.50M.T.

4295.62 1014 51 937.46 1 000Nos

8 Paving Block Aurangabad @ 83.64Tonne

8590.84 1014.51 90.58 Tonnes/ cum

2E*t4PROPRIATER

LEAD CHART AND LEAD CHARGES(2015-2016 )

Name Oi.()ite : PROPOSED DEVELOPMENT OF VARIOUS WORKS UNDER MUNICIPAL COUNCIL PARTUR.

ROAD WORKS

luruNtcrPAL co[J NCtL PARTUR

DATTASUT CHIEF OFFICERM. C. PARTURPROPRIETOR

IL PARTUR

Sr.No.

Material QuarryLead

in km.

Pay load

Factor

Final

lead

Net leadcharge

Unit of

Rate.

1 Metal40mm &above 40 mm size

KarhalaQuarry 22 km 550

CU.M.

2492.53 453.19,/

cu.m

2 Metal Below40 mm size

KarhalaQuarry 22 km 575

CU.M.

2492.53 433.4p cu.m

3 Hard / Softmurum

Quarry 6km 575cu.m.,

111+3e 193.91/. cu.m

4 Sand Dudhana-River 7km tr,'7tr,

cu.m.

1213 33 211fr1 cu.m

5 Asphalt Bombay - Parturt

510 km I ttsrox5)+1oo lTransportation,unloading,heating charge

2650.00 M.T.

IRATE ANALASIS ( 2015 . 2016)

NAMEOFWORK:-PROPOSEDVARIOUSWORKFORM'C'PARTUR

S.N It. Go. Item DescriPtion Material constant Rate Unit

Factorl X I Lead

1 lt.No.898P.No.242

It.No.912P.No.245

Excavation by for catchl road side water gutter

/ jungle gutter in all sort of soils strata to the

specified section including stacking the

excavated stuff in a regular bund and

disposing of unsuitable or excess stuff beyond

50m from place of excavation as directed by

Engineer in charge. (by mechanical means)

Spec. No. Rd. 9 Page No.'187

DSR Basic Rate (20'15-2016)

Add 1% for labour cess

Conveying materials obtained from road

cuffing including all lifts, laying in layers,

breaking clods, dressing to the required lines,

curves, grades and section for a lead of over

300m. to 500m from the site of excavation

to the site of deposition as directed by

Engineer in charge Spec No Rd No '18 Page

No 197

DSR Basic Rate (201 5-2016)Add 1% for labour cess

Add lead for 5KM (1014.51 I 5.75 | = 176'44

Providing and laying in situ, cement concrete

in 1:4:8 of trap / granite / quartzite / gneiss

metal for foundation and bedding including

bailing out water, formwork, compacting,

finishing if required and curing complete .

Spec.no.: Bd.E.1 Page.No.287

DSR Basic Rate (2015-20'16)

Add 1% for labour cess

Add lead for Metal

Add lead for SandAdd Royalty Charges + 10% Sale Tax

66.00

0.6666.66 /curry-

-

0.01

/-Rs.Rs.

Rs.

Rs

0.01 Rs.

Rs.

Rs.

Rs

0.01 Rs.

268.73 Rs.

155.47 Rs.

124 00

1.24

176.44

301.68 /cum

BD.A.12 Providing dry trap / granite / quartzite / gneiss

It.No.17 rubble stone soiling 15cm to 20cm thick

P.No.21 including hand packing and compacting

complete.spec.no': Bd'A.12 Page.No 264

DSR Basic Rate (2015-2016)

Add 1% for labour cess

Add lead for Sollingt

Add Royalty Charges + 1Oo/o Sale Tax

1.00 x1.00 x

405.00

4.05268.73

155.47

Total Rate Rs. 833.25 /cum ..

BD.E.1.CIt.No.41P.No.26

Rs.

0.01 Rs.

257.05 Rs.

34.58 Rs.

155.47 Rs.

q*7.^4

3eg&'otr

-*$9e-'L7 ,

246.77-'16.60'"-

223.88{

tl0

0.960.481.44

XXX

361623 /Cu.mTotal Rate Rs.

-sL)l %r

5. BD.E.1 lthlc 29

P.tlo.24

Providing and laying in situ cement concrete M,

15 I 'l:2:4 of trap/ granite / quartzite / gneissmetal for foundation and bedding includingbailing out water manually, formwork,compacting and curing etc. complete. Spec.No. Bd. E. 1 page No.287

DSR Basic Rate (20'15-2016)Add 1% for labour cess

Add lead for Metal

Add lead for SandAdd Royalty Charges + 10o/o Sale Tax

M IgIPAL EIIGINgER,suNict AL COUI'{CIL PARTUR

0.88 X044 X132 X

0.01

257.0534.58

155.47Total Rate

4-'' t o4b)o46-5&O0"Affi226.20

15.22

245.22Rs. =6{492&-icumwRs.Rs.

Rs.

Rs.

Rs.

ARTUR

DATTAST]T ASSOCIATESPROPRIATER

C'HIEF OFFICER}I. (. P{RTT R

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