General ReportpRoposED CoNSTRUCTION OF W.B.M C.C ( TREMTX ) ROAD AND C.C DMIN , AT-SAr

I\AGAR, FOR M.C. PARTUR,

Estimated Cost :- Rs. 19,13,300.00

Authority

Fund Provision/ Scheme

TechnicalServices

:- MUNICIPAL COUNCIL PARTUR

Necessity &Site Conditions

Proposed Work :-

DSR

DATTASUT

M.C. General body oatea l/r. 63"2gffResolusion nog93DALIT VASTI SUDHAR YOJNA

M/S/ DATTASUT ASSOCIATES AURANGABADJobNo: 1013lPl2017-18Date : 31-10-2017

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

Excavation for catch / side water gutter in all sorts of soils to the specified section including

Providing dry trap / granite / quartzite / gneiss rubble stone soiling 1Scm to 20cmProviding and laying in situ / ready mix cement concrete of M10 proportion with trap/ granite/

Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/Providing, laying, spreading and compacting stone aggregates of specific sizes to waterConstruction of dry lean cement concrete Subbase over a prepared subgrade with coarse

erwioing and laying in iitu cemenfconciete 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 detailcross section are given in drawing , attached to estimate.

Early sanction of the estimate is expected.

PROPRIETOR

iit

ENGINEER

' General Abstract-Shee!-

PROPOSED CONSTRUCTION OF W.B.M C.C ( TREMIX ) ROAD AND C.C DRAIN ' AT'SAI NAGAR' FOR

M.C" PARTUR.

Components Amount ( Rs.)

t2 og P4- d4

Rs. a+e825'e30I ) Prop. Const. of C.C ROAD & U.G.DRAIN

2l Add 12% FORGST

LP*qqA'ao /12.00% -2€a€+ffi0= t

TotalAmount Rs. Rs. . 1913247.00

111tgP6pt Q

,I

i

i:

DATTASUTPROPRIETOR

On D6.R. 2O.I7.. '20.r.e:-.. of Publle vl'ortt f,'-gbn AunngalhO. Entry of thie approved b trlcnln Tcchlnlcal Approval Raglrter Sr' No"''"""""'

Gtwtu-

ENGINEER

For

PROPOSED CONSTRUCTION OF W.B.M C.C ( TREMiX ) ROAD AND C.C DRAIN , AT-SAr NAGAR, FORM.C. PARTUR.

S.N. lt.Co. Item Description aty./ Unit Rate / AmountIt.No.2.17P No.13

Excavation for catch / side water gutter in all sorts ofsoils 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

235.62 cu.m 70.72

(

16,663.00

2 It.No.2.26PNo23

Conveying materials obtained from road cutting includingall lifts, laying in layers of 20cm. to 30cm. breaking clods,dressing to the required lines, curves, grades andsection, watering and compacting to not less than g7% ofstandard 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

235.62 cu.m 339.84 80,073:00

I3 BD.A.12

It.No.21.3BP No.97

Providing dry trap / granite / quartzite / gneiss rubblestone soiling 1Scm to 20cm thick including hand packingand compacting complete.spec.no.: Bd.A.12Page.No.264

41.58 CU.M 690.77

C

28,722.00

4 U.U JIt Nol1.02P.No 92

Providing and laying in situ I ready mix cement concreteof M10 proportion with trap/ granite/ quartzitel 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 / VSI standard Artificial Sand)

41.58 cu.m 4,121.73 1,71,382.00

5 BD.E.4It No.24.10P.No.179

Providing and casting in situ cement concrete in M20of trap/ 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. Spec. No. Bd. E. 4 page No.289 f

64.68 cu.rr 4,816.08

e r-

3,11,504.00

6 It.No.2.29P.no 23

l+

No.2 30P.no.23

Supplying hard murum/ kankar at the road site,including conveying and stacking complete.MORTH 408

105.77 cu.m 374.16 3e,579.00

/7 Spreading hard murum for side width etc. complete .

MORTH 408105.77 cu.m 50.9€ 5,390.00

I

i

=-

1

8 It. No.2.31P.No 24

!r Nc i 1IP No.27

Compacting the hard murum side widths includinglaying in layers on each side with power roller includingartificialwatering etc. complete. MORTH 408

705.15 sq.m 10.40 7,334.00

I Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadamspecification including spreading in uniform thickness,hand packing to proper grade and camber, applying andbrooming requisite type of screeningl binding Materials tofill up the interstices of coarse aggregate, watering andcompacting ?with Intelligent Compactor with compactionanalyzer and V-Sat attachment.to the required density.Grading I (Using Screening Type B (11.2 mm) Aggregate)

105.77 Cu.M 1,605.84 1,69,854.00

By Mechanical Means (Grade l)A-t.1 using scrining Crushable type such as moorum ol

qravel.10 It.No.3.20

P No.27Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadamspecification including spreading in uniform thickness,hand packing to proper grade and camber, applying androoming requisite type of screening/ binding Materials tofill up the interstices of coarse aggregate, watering andcompacting with lntelligent Compactor with compactionanalyzer and V Sat attachment. to the required density.Grading ll (Using Screening Type B (11.2 mm)Aggregate) MORT 404 P. 19

52.89 Cu.M 1,787.84 94165240

1!,ff7'tt

By Mechanical Means (Grade ll)

A-il.1 using scrining Crushable type such as moorum otgravel,

11 It.No.5.13P.No.43

Construction of dry lean cement concrete Subbase overa 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 andIifts, 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

70.52

I

cu.m 2,820.98

e

<148t*nA, 4 qqsa

12 It.No.5.22P No.45

Providing and laying in situ cement concrete M 30with 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

70.52 cu.m 6,356.98

(

46,263il04/48,''4+

(-13

ROYALTY CHARGES AS PER STATEMENT ATTACHED198.63 cu.m 141.34 28,07+00

,4

Quality control Charges for various TestCo n du cted o n Co nstru cti o n m ateri al s.

1 Material : Coarse Aqqregate I IIt. No" 2 Also water absorption, Specific Gravity, lmpact Value &

Crushing Value test will have to carry out in addition.1.00 No. 4200.00 4,200.00

2 Material: Murum (- (- (It. No.38 Test Proctor Test with frequency (Min.) 1 test per 1000

Cu.M of soil / Murum or if there is change in source.1.00 No. 3000.00 3,000.00

? Material: Fine Aqqreqate (Sand) C fIt. No. 11 Fineness Modulus (Sieve Analysis), Silt & Clay Content 1.0c No. 2400.00 2,400.00

4 Material: Cement (' (-It. No. 1 Test: Standard Consistancy Fineness, Specific Gravity,

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

1.00 No. 6600.00 6,600.00

5 Material: Concrete

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

Min. 7 days of Curing with Min. No. of Sample as pel

Otv. of 50 Cu.M For 4 or Part thereof.

5.00 No. 1200.00 6,000.00

6 Material: Steel Bar Testinq a (- (It.No.90 Up to 16 mm ( Set of 3 Bars ) (for 12 & 16 mm bar) 2.00 No. 22A0.04 4,40C.00

-w'4TotalAmountRs. 1626910.00

Grand Tota! = .-1Z'88#6,fr0.+

| 7ro*;/oqrQ

H-"-"8,fr*

44Add 5% Planning, Estimation, technical& contingencies charges

MUNI€IPAL ENGINEER

516

DATTASUTPROPRTETOR 6z,.r*-rtr tu.cYp.4nrun

L

I

l

I

/.

9?o,f*nt Ngtg:The above rates are appricabre for ail Division' &subdivision under p.w.D./ Zilra parishad in Maharashtra and for otherGovernment I Private organization the rates shalt be twice as mentionedin DSR.

Suprintending EngineerVlgilance & euatity Controt Circle,

Pune

W

Name of Test

nkelman Beam Testluding Dead Journey Charges)

.DESTRUETEffiRebound Hammer Test.Uttrasonicpilfe

Meas u rements heet Report

pRoPosED CoNSTRUCTION OF W.B.M C.C ( TREMIX ) ROAD AND C'C DRAIN , AT-SAI NAGAR'-=,- FOR M'C' PARTUR'

Description Quantity TotalQty"Sr.No It Code.

Length of Road (E TO F,D TO C ) = 156.70 M.

Avarage width= Area/length -

Lenth of C.C Drain(E TO F,D TO C) =

It.No"2.17 Excavation for catch / side water gutter in all

P.No.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

A ) Excavaion

It.No.2.26 Conveying materials obtained from road cuttingP.No 23 including all lifts, laying in layers of 20cm. 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 300m' to 500m'

inclusive, from the site of excavation to the site

of deposition as directed .as per spec MORTH

305

A ) Excavated material

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

It.No.21.3 rubble stone soiling 15cm to 20cm thick

8 P.No.97 including hand packing and compacting

complete.spec.no Bd.A.1 2 Page.No'264

A ) Soling

and laying in situ I ready mix cement

of M10 proportion with trap/ granite/

etc. complete. (with reversible drum type mixer/

concrete batch mix plant (pan mixer)) with

with Natural / VSI standard Artificial

as per specification CD.3 Page.No. 160

705.15 156.70 4.50

308.00

308.00 0.90 0.85

308.00 0.90 0.15

308.00 0.90 0.15

235.62 a't235.62 / Z3S.SZ Cu.tttt

2ss.62 Oru.rr.r.*

41.58 A41.58 ( 41.58 cu.M

quartzite/ gneiss metal in foundation including

necessary form work, compacting and curing

BedA) 41.58 4{.s8 / 41.58 Gu.M

It.No11.02P.No.92

it

_3

BD.E 4 Providing and laying Cast in situ/Ready MixIt No.24.'10 cement concrete in M20 of lraplP'No 179 granite/quartzite/gneiss metal for bed blocks,

- foundation blocks and such other items

including bailing out water, plywood/steel

formwork, laying/ pumping, compacting'roughening them if special finish is to be

provided, finishing uneven and honeycombed

surface and curing etc. complete. The Cement

Mortar 1:3 plaster is considered for rendering

uneven and honeycombed surface only' Newly

laid concrete shall be covered by gunny bag,

plastic, tarpaulin etc. (Wooden centering will

not be allowed.), with fully automatic microprocessor based PLC with SCADA enabled

reversible Drum Type mixer/ concrete Batch

mix plant (Pan mixer) etc. complete' With

natural sandA/.S'1. qualitv Artificial Sand

A ) Bottom Drain.

B ) Vertical Sides.

It Supplying hard murum/ kankar at the road

It.No.3.19P No.27

Providing, laying, spreading and compacting

stone aggregates of specific sizes to water

bound macadam specification including

spreading in uniform thickness, hand packing to

proper grade and camber, applying and

brooming requisite type of screening/ binding

Materials to fill up the interstices of coarse

aggregate, watering and compacting ?with

lntelligent Compactor with compaction analyzer

and V-Sat attachment.to the required density.

Grading I (Using Screening Type B (11.2 mm)

Aggregate)

By MechanicalMeans (Grade l)

A-1.1) using scrining Crushable type such as moorum

or gravel.

a) ROAD

1 308.00

2 308.00

0.10

0.45

0.15

23.10

4',1.58

0.75

0.15

:

No.2.29 site, including conveying and stacking

P.no.23 complete.MORTH 408

a) Blanketing 1 156'70 4'50

It. Spreading hard murum for side width etc'

No.2.30 complete . MORTH 408P.no.23

It. No.2.31 Gompacting the hard murum side widths

P.No 24 including laying in layers on each side with

power roller including artificial watering etc'

complete.

a) hard murum

MORTH 408

r 156.70 4.50

64.68 64.68 Cu'M

105.77

105.77 f1os.tt3 cu.m(

105.77

105.77 ( tosJtt cu.m

705.15

705.{5 ftos.tssa.m

0.15 105.77156.70 4.50105.77 1105.773 cu.m

10 |t.No.3.20 Providing, laying, spreading and compactingP No.27 stone aggregates of specific sizes to water

bound macadam specification including

-;_. spreading in uniform thickness, hand packing toproper grade and camber, applying androoming requisite type of screening/ bindingMaterials to fill up the interstices of coarseaggregate, watering and compacting withlntelligent Compactor with compaction analyzerand V Sat attachment. to the required density.Grading ll(Using Screening Type B (11.2 mm)Aggregate) MORT 4O4 P. 19

By Mechanical Means (Grade ll)A-11.1) using scrining Crushable type such as moorum

or gravel.a) ROAD (ATOB)

11 1t.No.5.13 Construction of dry lean cement concreteP.No.43 Subbase over a prepared subgrade with

coarse and fine aggregate conforming to lS:383, the size of coarse aggregate notexceeding 25 mm, cement content not to beless than 150 kg/ cum, optimum moisturecontent to be determined during trial lengthconstruction, concrete strength not to be lessthan 10 Mpa at 7 days, mixed in a batchingplanU Weigh batch mixer, transported to sitewith all leads and lifts, laid with a paver withelectronic sensor lby suitable means asapproved by Engineerincharge , compactingwith vibratory roller, finishing, curing andincluding preparation of subgrade surface ifrequired etc. complete. Spec. No. MORTH 601P.N.34

a)Road. (ATOB) 1 156.70

156.70 4.50 0.075

0.10

52.89 _452.89 i 52.887 cu.m

70.515

70.52/'70.515 cu.m

4.50

12 lt.No.5 22P.No.45

Providing and laying in situ cementconcrete M 30 with tremix treatment for 200mm 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

ROAD (ATO B)a) 1 156.70 4.50 0.10 70.52

70.52 70.515 cu.m

;3I

Quality control Tests forvarious construction materials,

it.no.3 Materia!:CoarseAggregate

A ) Also water absorption, Specific Gravity, lmpactValue & Crushing Value test will have to carryout in addition.

it.no.38 Material:Murum

A ) Tes0 Proctor Test with frequency (Min.) 1 testper 1000 Cu.M of soil / Murum or if there is

. change in source.

Qty. of Murum as per lt. No. 3 in thisMeasurement Sheet is 855.37 Cu.M

It.No.11 Material: Fine Aggregate (Sand)

A ) Test: Particle Size (Gradation) (100% passing

from 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

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

It.no.1 Material:Cement

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

It.No.25 Material: Concrete

B ) 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. 12 in thisMeasurement Sheet is71.25 = 71.25 Cu.M

{'1.00 Test /

1.00 Test

1.00 Test

1.00 Test

5.00 Test

-

It.No.90 Material: Steel Bar Testing

( For TOR Steet )A ) Test Unit weight : tolerance on calculated

:. weight + 4& up to 8 mm Dia. Of bar and above8 mm dia. + 2.5o/o with Frequency (min.) Onetest for every S.0 M.T of part thereof for eachdia. 3 bars of 1 m. length each main onesample

B ) Test ultimate tensile stress : For TOR Bars -min. 49.5 Kgf/mm2 with Frequency (min.) Onetest for every 5.0 M.T of part thereof for eachdia. 3 bars of 1 m. length each main onesample

C ) Test Elongation : % elongation for TOR bars -14.5o/o 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 steelas per tt. No.l9 in thisMeasurement Sheet is 0.149 M.T

For 12 mm Bar

For 16 mm Bar

DATTASUTPROPRIETOR

1

1

1.00 Test

1.00 Test

2.00 Test

I

iI

ca* MUNICIPAL ENGINEER

It.No.9O Material: Steel Bar Testing

( For TOR Steet )A ) Test Unit weight : tolerance on calculated":. weight + 4& up to 8 mm Dia. Of bar and above

I mm dia. + 2.5Yo with Frequency (min.) Onetest for every S.0 M.T of part thereof for eachdia. 3 bars of 1 m. length each main onesample

B ) Test ultimate tensile stress : For TOR Bars -min. 49.5 Kgftmm2 with Frequency (min.) Onetest for every 5.0 M.T of part thereof for eachdia. 3 bars of 1 m. length each main onesample

C ) Test Elongation : % elongation for TOR bars -14.5o/s 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 steel as per tt. No.19 in thisMeasurement Sheet is 0.149 M.T

For 12 mm Bar

For 16 mm Bar

DATTASUTPROPRIETOR

1

1

1.00 Test

1.00 Test

2.00 Test /_

-

iJt

MUNICIPAL ENGINEERfa-l

It.No.90 Material: Steet Bar Testing( FoTTOR Steel)

A ) Test Unit weight : tolerance on calculated:, weight + 4& up to g mm Dia. Of bar and above8 mm dia. + 2.5o/o with Frequency (min.) Onetest for every S.0 M.T of part thereof for eachdia. 3 bars of 1 m. length each rnain onesample

B ) Test ultimate tensite stress : For TOR Bars -min. 49.5 Kgf/mm2 with Frequency (min.) Onetest for every S.0 M.T of part thereof for eachdia. 3 bars of 1 m. length each main onesample

C ) Test Elongation : % elongation for TOR bars _

14.5o/o Min. with Freguency (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 steelas per lt. No.i9 in thisMeasurement Sheet is 0.14g M.T

For 12 mm BarFor 16 mm Bar

DATTASUTPROPRIETOR

1

1

1.00 Test

1.00 Test

2.00 Test

cra ce MUNT(IIPAL ENGINEERM. C. PARTUR

!

PROPOSED CONSTRUCTION OF W.B.M C.C ( TREMIX ) ROAD AND C.C DRAIN ,

AT-SAI NAGAR, FOR M.C. PARTUR.

WIDTH

LENGTH OF W.B.M C C ROAD

DIVIDE BY AVERAGEwlDTH

2 4.502 4.542 4.502 4.542 4.502 4.50

(ETOF,DTOC )

LENGTH TOTALAREAA

4.504.504.504.504.504.50

B

4.504.504"504.504.504.50

18.0030.0030.0030.0016.0032"70156.70

81.00135.00135.00135.0072"O4

147.15705.15

222222

xxxxxx

18

30303016

30

LENGTH OF C.C DRATN ( E TO F, DTO C )

DATTASUTPROPRIETOR

366060603260

308:l

Iii,

IPAL ENGINEER

l-a

8uarry Chart

ttt$Hfi

Dudhna River

22"0krn

7.S knr

I

I Itt--ffi_r__*]J I + [ i(ar]ralavrllaget

I

I Certificatet-I . . 1)

This is to certify that the placeslquarries $onsidered for awilalrliiy of

l:::l-]d Materials for use on site of wsrk are luving abundent nraterint fur stipptyrng aneijthert qtrahll'.quantity and stabilily for construction has been assured by fixecuiirre Hlrgin*er,

t

I Z] This is to certify that the ieads considered in the detaited sstanhrte arB

Jeconomical snd beneficial to the Gouernrnent

I

l*,^*,^.. 3.t This is to certify that the distatices con$idered in the **tinrate tor trnnslurt af

tvarrcus material ar.e least of all lhe allernati,.,es i ii

rrvr"ve kr(,(-\,t)-

i ^M.^.{ F

J*ntur

S.N It. Co. Item Description Material constant Rate Unit

Factor x I Lead

17 Excavation for catch / side water in all

New DSR approved frorn w.e.f. 22-09'2017

RATE ANALASIS ( 2017. 2018)

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

gutterP.No.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 MORTH309

DSR Basic Rate (2017-2018)

Add 4o/o for For Municipal Council Area

11.No.2.26 Gonveying materials obtained from road cuttingP.No.23 including all lifts, laying in layers of 20 cm. to

30cm. breaking clods, dressing to the requiredlines, curves, grades and section, watering and

compacting to not less than 97% of standardproctor density for a lead of 300 m. to 500 m.

inclusive, from the site of excavation to the site ofdeposition as directed. MORTH 305

DSR Basic Rate (2017-2018)Add 4% for For Municipal Council Area

Add lead for 5 KM

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

It.No.21.3 rubble stone soiling 15cm to 20cm thickB 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 Council Area

Add lead for Solling

c.D 3 Providing and laying in situ / ready mix cementIt.No11.02 concrete of M10 proportion with trap/ granite/P,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 mixer)) withSCADA with Natural i VSI standard ArtificialSand) as per specification CD.3 Page.No. 160

DSR Basic Rate (2017-2018)

deduct royalty charges of sand

Add 4olo for For Municipal Council Area

Add lead for MetalAdd lead for Sand

Rs.

0.04 Rs.

Rs.

Rs.

Rs. 405.00

0.04 Rs. 16.20

269.57 Rs. 269.57

totatnate-FT ogo.zzTiG--

Rs. 3726.00

141.34 Rs. -63.60

3662.40

0.04 Rs 146.50281.28 Rs. 253.15'132.65 Rs. 59.69

-

Total Rate Rs. 4121.73 lCu.m

Rs. 68.00

0.04 Rs. 2.72ns.-- zoTz lc,,m-

00

60.24

215.8.r

1 16.i;t'3

339.84 /cum

1.00 x

-0.450

0.900.45

xx

tr

a

t.-

I

. PD F.a. Providing and laying Cast in situ/Ready MixlL\9 21_1-0 cement concrete in M20 of trapiP l'1o 179 granite/quartzite/gneiss metal for bed blocks,

foundation blocks and such other items includingbailing out water, plywood/steel formwork, laying/pumping, compacting, roughening them if specialfinish is to be provided, finishing uneven andhoneycombed surface and curing etc. complete.The Cement Mortar 1:3 plaster is considered forrendering uneven and honeycombed surfaceonly. Newly laid concrete shall be covered bygunny bag, plastic, tarpaulin etc. (Woodencentering will not be allowed.), with fully automaticmicroprocessor based pLC with SCADA enabledreversible Drum Type mixerl concrete Batch mixplant (Pan mixer) etc. complete. With naturalDSR Basic Rate (2017-2018)deduct royalty charges of sand

Add 4o/o for For Municipal Council Area

Add lead for Metal

Add lead for Sand

6 lt . Supplying hard murum/ kankar at the road site,

!o Z !S including conveying and stackingP.no.23 complete.MORTH40g

DSR Basic Rate (2017-2018)Add 4o/o for For Municipal Council AreaAdd lead for murum

It. Spreading hard murum for side width etc.

I"2:9 comptete . MORTH 408

DSR Basic Rate (2017-2018)Add 4o/o for For Municipal Council Area

It. No.2.31 Compacting the hard murum side widthsP.No 24 including laying in layers on each side with power

roller including artificial watering etc. complete.MORTH 408DSR Basic Rate (2012-2018)Add 4% for For Municipal Council Area

-0.40

0.80 x0.40 x

t41.34

0.04

281.28

132.65

TotalRate

n4420.dO

-56.544363.46

174.54225.02

53.06

4816.087m--,

Rs.

Rs.

Rs.

Rs.

Rs.

Rs.

iI

Rs.

0.04 Rs.

Rs.Rs.

Rs.

0.04 Rs.

49.001.96

Rs. 50.96 /cum

Rs.

0.04 Rs.

Rs.

10.000.40

10.40 /sqm

248.00

10

9 lt.No.3.'19 Providing, laying, spreading and compactingP Nr: 27 stone aggregates of specific sizes to water bound' rnacadam specification including spreading in

uniform thickness, hand packing to proper gradeand camber, applying and brooming requisitetypeof screening/ binding Materials to fill up theinterstices of coarse aggregate, watering andcompacting ?with lntelligent Compactor withcompaction analyzer and V-Sat attachment.to therequired density. Grading I (Using ScreeningType B (11.2 mm) Aggregate)

Grade J A-l 1) using scrining Crushable typesuch as moorum or gravel.DSR Basic Rate (2017-2018 )

Add 4% for For Municipal Council AreaAdd lead charges for metal below 40mmAdd lead charges for metal below 40mm & aboveAdd lead charges for Murum

It.No.3.20 Providing, laying, spreading and compactingP No.27 stone aggregates of specific sizes to water

bound macadam specification includingspreading in uniform thickness, hand packing toproper grade and camber, applying and roomingrequisite type of screening/ binding Materials tofill up the interstices of coarse aggregate,watering and compacting with IntelligentCompactor with compaction analyzer and VSatattachment. to the required density. Grading ll(Using Screening Type B (11 .2 mm) Aggregate)

Grade -ll A-ll. 1) using scrining Crushable typesuch as moorum or qravel.DSR Basic Rate (2017-2018)Add 4o/o for For Municipal Council Area

Add lead charges for metal below 40mmAdd lead charges for metal below 40mm & above

Add lead charges for Murum

11.No.5.13 Construction of dry lean cement concreteP No 43 Subbase over a prepared subgrade with coarse

and fine aggregate conforming to lS: 383, thesize of coarse aggregate not exceeding 25 mm,ement content not to be less than 150 kg/ cum,optimum moisture content to be determinedduring trial length construction, concrete strengthnot to be less than 't0 Mpa at 7 days, mixed in abatching planU Weigh batch mixer, transported tosite with all leads and lifts, laid with a paver withelectronic sensor /by suitable means as approvedby Engineerincharge , compacting with vibratoryroller, finishing, curing and including preparationof subgrade surface if required etc. complete.Spec. No. MORTH 601 P.N.34

DSR Basic Rate (2017-2018)

deduct royalty charges of sand

Add 4% for For Municipal Council AreaAdd lead for Metal

Add lead for Sand

0.24 X1.21 X

0.30 x

xxx

xx

Rs.

0.04 Rs.

281.28 Rs.

269.57 Rs.

116.24 Rs.

0.04

281.28269.57

116.24

1132.00

45.28

67.51

326.18

34.87

Rs. 1605.84 /cum

1307.00

52.2867.51

326.1 I0.241.21

0.30

-0.460

0.92

0.46

14t.34

0.04281.28

132,65Total Rate

Rs.

Rs.

Rs.Rs.

Rs.

Rs.

11

Rs.

Rs.

Rs.

Rs.

Rs.

247o.OO

-65.02

2404.98

96.20258.78

61.02

2820.9S /crm

34.871787.84|cu

Rs.

III

12 lt.No 5.22P.Nr, a5

Providing and laying in sitr'l cement concrete

M 30 with tremix treatment for 200 mm thickness

ioi con"t"t" Road is including laying plastic

sheet for 125 micron thickness with groove

"rttrg "f 4 mm wide and 20 mm deeP with

.""""..w refilling with bitumen (excluding

reinforcement; with Natural sand etc. complete

DSR Basic Rate (2017-2018)

deduct roYaltY charges of sand

Add o/ofor For Municipal Council Area

Add lead for Metal

Add tead for Sand

251.28 Rs. 258'78

132.65 Rs. 61.02

-

/FTotal RateE 6356.98 /cum .'/

-0.460

0.92

0.46

Rs.

141.34 Rs.

0.04 Rs.

NBnn

5870.00-65.02

5804.98

232.20

Xx

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