SECOND COPY \..

MUNCIPALCOUNCILPARTUR

PROPOSED CONSTRUCTION OF C.C (TREMIX ) ROAD

FROM MALANG SHAHA CHOWK TO LATIF BHAI'S HOUSE

, AT.W.NO.3,4, FORM.C. PARTUR.

FUND PROVISION/ SCHEME I D^J,'tlolur Ygjqrlrr

ESTIMATED COST : 1 1,54,200.00

DATTASUTASSOCIATES

- \D FLOOR, ,41 BUILDING ,

SARA PRIDE,i:{LDA CORNER, DARGAi..AD, AUMNGABAD

Email:... :.:.4 17??1666 1@grnail.com

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General ReportCoNSTRUCTTON OF C.C ( TREMIX ) ROAD FROM MALANG SHAHA CHOWK TO LATIF

FOR M.C. PARTUR.

Authority :- MUNtCtpAL COUNCIL PARTUR

F.,;nd ProvisionScheme

TechnicalServices

Proposed Work

DSR

Necessity &Site Conditions

M.C. Generalbody Dated f O,ll. 2Ol\ Resolusion no.tAT6 S, lO 'tl'2&l|

:- Dglar\ D^litbhr Yilona.

MIS/ DATTASUT ASSOCIATES AUMNGABAD

JobNo: 1182 l?12017-18Date : 04-0{-2018

Existing crust thickness is damaged. The C.C ROAD is proposed at the site .Hence it is

necessary.

Construction of dry lean cement concrete Subbase over a prepared subgrade with coarse

Providing 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 : 2017-2A1q is used for current Year.The detail cross section are given in drawing , attached to estimate.

Early sanction of the estimate is expected.

kM. C PARTUR

-il

I

\. General Abstract Sheet.: ]POSED CONSTRUCTION OF C.C ( TREMIX ) ROAD FROM MALANG SHAHA CHOWK TO LATIF BHAI'S

. HOUSE , AT-W.NO. 3,4, FOR M.C' PARTUR'

Components Amount ( Rs.)

trrop. Const. of C.C ROAD

I o3on4403046'*eS

Add 12 % FOR GST 12.00% g3€5e.0e-

) 24lst

Rs.

TotalAmount Rs. Rs. *44S/++*5r0Or*

rf+rD2{ (

. \TTASUT ASSOCIAPROPRTETOR 6v\C? M. c. PARTUR M. C. PARTUR

" 20.1s...... of Pubtic wortrEntry of thls approvod b trlrn

ln ?rchtntcal Approvrt Ragtstcr Sr. No.f$........Fre. xo..o.t..... Darec.. ...1.:,e.x.?.a. I & * -*,.,. o

Detail Estimate ReportOF C.C ( TREMIX ) ROAD FROM MALANG SHAHA CHOWK TO LATIF BHAI'SHOUSE , AT-W.NO. 3,4 , FOR M.C. PARTUR.

Unit Rate AmountQty. (Item DescriptionProviding and casting in situ cement aoncrete in tr/l15oi ;rapl granite/quartzitelgneiss 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 reversible Drum Typemixer .With natural sand .Bd.E.4 Page No. 28g and 87,Page No.38. (

0.675 cu.m 4,717.28 3,184.00

3

lvlORTH410.3.6

It No.5.20p.no,45

lProviding anO

lMechanically vibrated and compacted precast inter

llocking cement concrete paving blocks 80MM thick in

lM40 grade of approved size and shape for City streets,

lsmall /medium market roads,low volume roads, utility cutson arterial roads etc. as specified and as per lS15658:2006 including cost of all materials, manufacturing,curing, transportation of blocks to work site includingloading, unloading and tacking as directed, laying pavingblocks in position over prepared bed of natural sand /crushed sand of 50 mm thickness including necessaryexcavation in all stratas, spreading blindge of fine sandover the prepared bed, compacting blocks by plate]vibrator etc. complete

I

20.800 sq.m 858.23 17,851.0C

It.No.5.13P.No.43

Construction of dry lean cemeffia prepared subgrade with coarse and fine aggregateconforming to lS: 383, the size of coarse aggregate notexceeding 25 mm, cement content not to be less than150 kg/ cum, optimum moisture content to be determinedduring trial length construction, concrete strength not tobe less than 10 Mpa at 7 days, mixed in a batching planUWeigh batch mixer, transported to site with all leads andlifts, laid with a paver with electronic sensor /by suitablemeans as approved by engineerincharge , compactingwith vibratory roller, finishing, curing and includingpreparation of subgrade surface if required etc. complete.Spec. No. MORTH 601 P.N.34

98.1 8

(

cu.m 2,930.82 -*sr,zeroo7,97,7 +8

4 It.No.5.22P.No.45

Providing and laying in situiffiwith tremix treatment for 200 mm thickness for ConcreteRoad is including laying plastic sheet for 125 micronthickness with groove cutting of 4 mm wide and 20 mmdeep with necessary refilling with bitumen ( excludingreinforcement) with Natural sand etc. complete

98.1 8 cu.m 6,462.74

I5

OYALTY CHARGES AS PER STATEMENT ATTACHED100.19 cu.rn 141.34 a+iefra

1!-) /1 "

oI

,l

I

/t

=ss?r,s,rr.0e[,21;ttt

Quality control Charges for various TestConducted on Construction materials.

Ulaterial: Coarse Aqqreqate: Nd.2 Also water absorption, Specific Gravity, lmpact Value &

Crushing Value test will have to carry out in addition.1.00 No. 4200.0c 4,200.0c

Material: Fine Aqqreqate (Sand) ( J-it. No. 11 Fineness Modulus (Sieve Analysis), Silt & Clay Content 1.00 No. 2400.00 2,400.0c

It. No. 12 Chloride & Sulphate Content. 1.00 No. 1400.00 1,400.0cIt. No. 13 Silt Factor. 1.00 No. 1500.00 1,500.0c

Material: CementIt. No. 1 Test: Standard Consistancy Fineness, Specific Gravity,

Setting Time (lnitial & Final), Compressive strength,Soundness.

1.00 No. 6000.00 6,000.00

Material: ConcreteIt. No. 25 Test: Compressive Strength for M-20 Grade concrete ol

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

7.00 No. 1200.00 8,400.00

T

Add 5% Planning, Estimation, technical& contingencies

TotalAmountRs. 481€9&e€r

1 kt3 54charges 5o/o *9F7e3Or

+q068Grand Total = *{€;3ffi69IIU

@

*,,^,-M.,,t*"*,*PROPRIETOR @VT M. C.PARTUR *m

4(

*fr07s30-+q068

Name of Test

AVERLAY OES'G,Vman Beam Test

luding Dead Journey Charges)

Rebound Hammer Test.Ultrasonic Pulse Ve

lmportant Note:The above rates are applicable 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.

(eSuprintending Eng ineer

Vigilanca & Quality Control Circle,Pune

3St

Sr.No.

Test Rate Rs

1 2 3 4

101Per Km 12450.00

'182 1 Point 200.00103 1 Point 300.Q0

1

H

\j , Measurementsheet Report: : - )OSED CONSTRUCTION OF C.C ( TREMIX ) ROAD FROM MALANG SHAHA CHOWK TO LATIFp BHAI'S HOUSE , AT_W.NO. 3,4 , FOR M.C. PARTUR.

! '*: lt Code. Description No Quantity TotalQty.

It.

No.24.08P.No.178

Length of Road =Avarage width= Area/length -

Providing and casting in situ cementconcrete in M15 of trap/granite/quartzite/gneiss metal for bed blocks,foundation blocks and such other itemsincluding bailing out water, plywood/steelformwork, compacting, roughening them ifspecial finish is to be provided, finishing unevenand honeycombed surface and curing etc.complete. The Cement Mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. Newly laid concreteshall be covered by gunny bag, plastic,tarpaulin etc. (Wooden centering will not beallowed.), with fully automatic micro processorbased PLC with SCADA enabled reversibleDrum Type mixer With natural sandA/.S.|.quality Artificial Sand

For fixing of paving blocks 3"2 =6 6Do6For fixing of paving blocks 2Do2For fixing of paving blocks 2Do2

MORTH Providing and fixing factory made Hydraulically410.3.6 pressed Mechanically vibrated and compacted

It No.5.20 precast inter locking cement concrete pavingp.no.45 blocks 80 MM thick in M40 grade of approved

size and shape for City streets, small /mediummarket roads,low volume roads, utility cuts onarterial roads etc. as specified and as per lS15658:2006 including cost of all materials,manufacturing, curing, transportation of blocksto work site including loading, unloading andtacking as directed, laying paving blocks inposition over prepared bed of natural sand /crushed sand of 50 mm thickness includingnecessary excavation in all stratas, spreadingblindge of fine sand over the prepared bed,compacting blocks by plate vibrator etc.complete.

a) paving block 3

b)do 1

c)do 1

229.70 M.

981.85 229.70

4.50 0.151 .00 0.1 5

0.00 0.151.00 0.'15

4.00 0.151 .00 0.1 5

4.50 1.00

3.30 1.00

4.00 1.00

0.100.100.100.100.100.10

0.405

0.090

0.000

0.030

0.1200.030

0.675 0.675 cu.m

13.500

3.300

4.000z

20.800 / 20.8 so.m/

4.27

: No.5.13f, No.43

Construction of dry lean cement concreteSubbase over a prepared subgrade withcoarse and fine aggregate conforming to lS:383, the size of coarse aggregate notexceeding 25 rnm, cement content not to beless than 150 kg/ cum, optimum moisturecontent to be determined during trial lengthconstruction, concrete strength not to be lJssthan

.10 Mpa at 7 days, mixed in a batchingplanU Weigh batch mixer, transported to sitlwith all leads and lifts, laid with a paver withelectronic sensor lby suitable means asapproved by Engineerincharge , compactingyith vibratory roller, finishing, curing

"niincluding preparation of subgiade suriace ifrequired etc. complete" Spec. No. MORTH 601P.N.34

b) Road.

,,;\",^";?, Providing and laying in situ cement' ,ru ar concrete M 30 with tremix treatment for 200

mm thickness for Concrete Road is includinglaying plastic sheet for 125 micron thicknesswith groove cutting of 4 mm wide and 20 mmdeep with necessary refilling with bitumen (excluding reinforcement ) with Natural sand etc.completeM-30 C.C. pavement

b) RoAD

Quality control Tests forvarious construction materials.

it.no.3 Material:CoarseAggregateA ) Also water absorption, Specific Gravity, lmpact

Value & Crushing Value test will have to carryout in addition.

It.No.11 Materiat: Ftne Aggregate (Sand)A ) Test: particte S_ize (Gradation; itOOZ, passing

from 4.75 mm lS sieve & 100 % retaining on -

0.075 mm tS sieve) with frequency (min.) at thebeginning & if there is any change in the source

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

C ) Chloride & Sulphate Content. lD ) Silt Factor.

It.no.1 Material:Cement

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

229.70 4.27 0.10

t.oo e rest

1.00 Test

t 1.00 Testt 1.00 Test

1.00

229.70 4.27 0.10 98.185 /--98.18 gahgs cu.m

e8.18 a98.18 / 9B.1Bs cu.m

1

: No.25 Material: ConcreteB ) Test: Compressive Strength for M-30 Grade

concrete 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.2 in thisMeasurement Sheet is 137 Cu.M

DATTASUTPROPRIETOR

7.00 {.,,

tAd)-

MUNTCIPALIENGINEERM. C.PARTURH

A5.504"504.504"003.603.304.304.204.505.204.004.00

B

4.504.504.003.603.304.304.304.505.704.504.004.20

PROPOSED CONSTRUCTION OF C.C ( TREMIX ) ROAD FROM MALANG SHAHA CHOWK TOLATIF BHAI'S HOUSE , AT-W,NO, 3,4 , FOR M.C. PARTUR.

WIDTH

LENGTH OF C.C ROAD

DIVIDE BY

a

222222222222

AVERAGE WDTH5.004.504.253.803.453.804.304.355.104.854.004.10

TOTAL AREA

65.0078.7551.00114.00103.5057.0064.50164.00153.0072.7544.0014.35

981.85

LENGTH

13.0017.5012.0030.0030.0015.0015.0037.7030.0015.0011.003.50

229.70

\ilMUNTCTPALIENGINEER

M. C. PARTURPROPRIETOR

Qunrry Chart

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1) This iu ta cedify that thc ptaeeslquarries considered for availahlity nlri*l.lslatsrialg for us$ o* site of work are having aburrdenI nratcrral f*l *up5:lylng ami1

quality,qriantity ancl stability for construction has beerr a*sured by fix*cr"rtive [::ni3inlrsr

?) Tlris is ts ce rtifu thmt th'"* teads considered in the detailffi estiflratc llreical snd beneficial to the Scvernme*t

S} Thi* is to csrtif,y that the elistsrlfi*s fisrl$icl*red in tlte sstirnmtm furl lri*nsprmrt *fmatsrial ars least of all ihe alternetives

*nt Hngine

qer Gr.f/ Hxecu*tive Engineer

0km

j

( 2017- 2018 | ( 22-9_2017 |

Sr.No.

Material QuarryLead

in km.

Pay Ioad

Factor

Final

lead

Net lead Unit of

Rate.charge

1

Metal 40mm& above

40 mm size

KarhalaQuarry 22 km 5.50

cu.m.

,/347.90 cu.m

2 Metal Below40 mm size

Karnata

Quarry 22 km.. 5.75 (cu.m.

363.03 A*3 Hard / Soft

murumGairan 6km 5.75 I

cu.m.194.58 cu.m

4 Sand Dudhana-river 7 km7 5.75cu.m.

214.39 cu.m

5 Paving Block Aurangabad 110km 83.64Tonne

8590.84 90.58 4onnes/ cum

DATTASUTPROPRIETOR

\d-

MUNICIP+L ENGINEERM. C. PARTUR

gZ c* e--{

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

RATE ANALASIS ( 2017. 2018)

S It. Co. Item Description Material constant Rate Unit

Factor X Lead

1 lt Providing and casting in situ cement concreteNo.24.08 in M15 of trapl granite/quartzite/gneiss metal forP.No 178 bed blocks, foundation blocks and such other

jtems including bailing oui water, plywood/steelformwork, compacting, roughening them ifspecial finish is to be provided, finishing unevenand honeycombed surface and curing etc.complete. The Cement Mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. Newly laid concreteshall be covered by gunny bag, plastic, tarpaulinetc. (l/y'ooden centering will not be allowed.), withfully automatic micro processor based pLC withSCADA enabled reversible Drum Type mixer.With natural sand .Bd.E.4 page No. 2g9 and 87,Page No.38

DSR Basic Rate (2017-20.18)deduct 3 Yo O'f Labour amenities /cess/ insurancsdeduct royalty charges of sand _0.44

Add 4% for For Municipal Council Area

Rs.

-0.03141.34 Rs.

4205.00-126.15

-62.19

4016.66

Add lead for Metal

Add lead for Sand

add 3 % Of Labour amenities /cess/ insurancs

MORTH Providing and fixing factory made410.3.6 Hydraulically pressed Mechanically vibrated and

It No 5 20 compacted precast inter locking cement concretep no.45 paving blocks 80MM thick in M40 grade of

approved size and shape for City streets, small/medium market roads,low volume roads, utilitycuts on arterial roads etc. as specified and as perlS 15658:2006 including cost of all materials,manufacturing, curing, transportation of blocks towork site including loading, unloading andtacking as directed, laying paving blocks inposltion over prepared bed of natural sand /crushed sand of 50 mm thickness includingnecessary excavation in all stratas, spreadingblindge of fine sand over the prepared bed,compacting blocks by plate vlbrator etc.complete.DSR Basic Rate (2017-20,18)

deduct 3 % Ot Labour amenities /cess/ insurancs

Add 4o/o for For Municipal Council AreaAdd lead for crushed stone metalAdd lead for Paving Blcoksadd 3 % Of Labour amenities /cess/ insurancs

0.88 X

0.44 X

0.04 Rs.

363.03 Rs.

214.39 Rs.

0.03TotalRate Rs

160.67

319.47

94.33

0.04 x1.00 x

-0.03

0.04363.03

90.580.03

TotalRate

Rs. 725.00-21.75

703_2528.1314.52

90.58

Rs.

Rs.

Rs.

Rs.21.75

858.23 /sqm

3 |t.No.5.13 Constructron of dry lean cement concreteP.No.43 Subbase over a prepared subgrade with coarse

and frne aggregate conforming to lS: 393, thesize of coarse aggregate not exceedlng 25 mm,cement content not to be less than 150 kg/ cum,optimum moisture content to be determineddurrng triai length construction, concrete strengthnot to be iess than 10 Mpa at 7 days, mixed in abatching planU Weigh batch mixer, transported tosite with all leads and lifts, laid with a paver withelectronic sensor lby suitable means asapproved by Engineerincharge , compacting withvibratory roller, finishing, curing and includingpreparation of subgrade surface if required etc.comptete. Spec. No. MORTH 601 p.N.34

DSR Basic Rate (2017-2018)deduct 3 % Of Labour amenities /cess/ insurancsdeduct royalty charges of sand _0.460

Add 4% for For Municipal Council Area

RS.

-0.03141.34 Rs.

2470.00-74.10-65.02

2330.88

Add lead for MetalAdd lead for Sandadd 3 % Of Labour amenities /cess/ insurancs

Add 4% for For Municipal Council Area

Add lead for Metal

Add lead for Sandadd 3 % Of Labour amenities /cess/ insurancs

0.92 X

0.46 X

0.92 X0.46 X

0.04363.03214.39

0.03TotalRate

93.24333.98

98.6274.10

Rs.

Rs.

Rs.

Rs. 2930.82 /cumIt.N0.5.22 Providing and laying in situ cement concreteP.No.45 M 30 with tremix treatment for 200 mm thickness

for Concrete Road is including laying plasticsheet for '125 micron thickness with groovecutting of 4 mm wide and 20 mm deep withnecessary refilling with bitumen (excludingreinforcement) with Natural sand etc. complete

DSR Basic Rate (2017-2018)deduct 3 o/o Ot Labour amenities /cess/ insurancsdeduct royalty charges of sand _0.460

Rs.-0.03

141.34 Rs.

5870.00-176.10

-65.02

0.04

363.03214.39

0.03TotalRate

5628.88

225.16

333.98

98.62176.10

Rs.

Rs.

Rs.

RS 6462.74|cum

DATTASUT ASSOCIATESPROPRIBTOR

tMUNTCIP\L ENGINEER

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