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Cutting down trees including trunks andbranches and stacking the materials neatly

with a lead of 50 m as directed with girthsabove 30 cm. to 60 cm. etc. complete asdirected by Engineer in charge.

Spec.No.: Rd.1 Page No. 179.

Cutting down trees including trunks and

branches and stacking the materials neatly

with a lead of 50 m. as directed with girths

above 60 cm. to 90 cm. etc. complete asdirected by Engineer in charge.

Spec. No.: Rd.1 Page No. 179..


with a lead of 50 m. as directed with girths

above 90 cm. to 180 cm. etc. complete asdirected by Engineer in charge.

Spec.No.: Rd.1 Page No. 179


with a lead of 50 m. as directed with girthsabove 180 cm. to 270 cm.etc. complete as

directed by Engineer in charge.

Spec.No.: Rd. 1 Page No. 179.


with a lead of 50 m as directed with girths

above 270 cm. to 450 cm.etc. complete asdirected by Engineer in charge.

Spec. No.: Rd. 1 Page no. 179,


with a lead of 50 m as directed with girths

above 450 cm. etc. complete as directed byEngineer in charge.

Spec. No.: Rd. 1 Page no. 179.

PART - II

RD : ROAD WORKS

624RD 1A

625RD 1B

626RD 1C

627RD 1D

628RD 1E

629RD 1F

NO.

NO.

NO.

NO.

NO.

NO.

188.00

271.00

475.00

1,710.00

3500.00

5,400.00

131.0

161.0

223.0

265.0

290.0

325.0

SR. NO. RATE FOR 2010-1& ITEM DESCRIPTION UNIT (RS.)CODE FULL LABOU

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Cutting down the road side thorny bushes(Wali babule etc.) having grith from 5 cm to

20 cm including removing their roots, stack-ing and conveying the materials upto 1.00

km, removing vegetation including levelling

the ground as directed for both sides of road

etc. complete.

Excavation for road way in earth soil of allsorts sand, gravel, soft murumincludingdressing section to the required grade, cam-

ber and side slopes and conveying the exca-

vated materials with all lifts and spreadingfor embankment or stacking etc. as directed

by Engineer in charge.

Spec. No.: Rd. 2 Page No. 180.

Excavation for road way in hard murumin-cluding dressing section to the required

grade, camber and side slope and convey-

ing the excavated materials with all lifts and

leads upto a lead of 50 m. and spreading for

embankment or stacking etc. Complete as

directed by Engineer in charge.Spec. No.: Rd. 3 Page No. 183

Excavation for road way in hard murum andboulders including dressing section to therequired grade, camber and side slope and

conveying the excavated materials with all

lifts and leads upto a lead of 50 m. and

spreading for embankment or stacking etc.

Complete as directed by Engineer in charge.

Spec. No.: Rd. 4. Page No. 184.

Excavation for road way in Soft rock, includ-ing dressing section to the required grade,

camber and side slope and conveying the

excavated materials with all lifts and leads

up to a lead of 50 m. and spreading for em-

bankments or stacking etc. complete as di-

rected by Engineer in charge.

630ADL

631RD 2A

632RD 3

633RD 4

634RD 5

SQ.M.

CU.M.

CU.M.

CU.M.

CU.M.

5.50

42.00

50.00

55.00

118.00

5.5

42.0

50.0

55.0

95.0


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Spec. No. Rd. 5 Page No. 184.

Excavation for road way in hard rock byblasting including dressing section to therequired grade, camber and side slope and


lifts and leads upto a lead of 50 m. and

spreading for embankingment or stacking

etc. complete as directed by Engineer in

charge.

Spec. No.: Rd. 6 Page No. 185

Excavation for road way in hard rock by con-trolled blasting wedging chiseling or linedrilling including dressing section to therequired grade, camber and side slopes and


lifts, upto a lead of 50 m. and spreading for

embankment or stacking etc. complete as

directed by Engineer in charge.

Spec. No.: Rd. 7 Page No. 186

Excavation for road way in laterite rockin-

cluding dressing section to the requiredgrade, camber and side slopes and convey-

ing the excavated materials with all lifts, upto

a lead of 50 m. and spreading for embank-

ments or stacking as directed by Engineer

in charge.

Spec. No.: Rd.8. Page No. 186.

Excavation for catch/road side water gut-ter/ jungle gutterin all sorts of soils stratato the specified section including stacking

the excavated stuff in a regular bund and

disposing of unsuitable or excess stuff be-

yond 50 m. from place of excavation as di-

rected by Engineer in charge

Excavation for catch/ side water gutter inhard murum stratato the specified sectionincluding stacking the excavated stuff in a

635RD 6

636RD 7

637

RD 8

6389A

639RD 9B

CU.M.

CU.M.

CU.M.

CU.M.

CU.M.

260.00

333.00

247.00

44.00

56.00

89.0

303.0

227.0

35.0

50.0


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regular bund and disposing of unsuitable

or excess stuff beyond 50 m. from place of

excavation as directed by Engineer incharge.


Excavation for catch/ side water gutter in

soft rock strata to the specified section in-

cluding stacking the excavated stuff in a


of excess stuff beyond 50 m. from place of

excavation as directed by Engineer in

charge.


Excavation for catch/ side water gutter inhard rock stratato the specified section in-

cluding stacking the excavated stuff in a


of excess stuff beyond 50 m. from place of

excavation as directed by Engineer in

charge.


Excavation for catch/ side water gutter inhard murum and boulders strata to thespecified section including stacking the ex-

cavated stuff in a require bund and dispos-

ing of unsuitable of excess stuff beyond 50

m. from place of excavation as directed by

Engineer in charge.


Watering and compacting embankment

formed of materials obtained from road cut-

ting within lead of 50 m. (with ordinary roll-

ing) after laying them in layers of 20 to 30

cm.

Watering and compacting embankment to95% of standard proctor density after lay-ing them in layers of 20 cm. to 30 cm. with

640RD 9C

641Rd 9D

642RD 9E

643

RD 10

644RD 10B

CU.M.

CU.M.

CU.M.

CU.M.

CU.M.

140.00

322.00

91.00

24.00

36.00

129.0

280.0

75.0

7.0

9.0


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vibratory rolleretc.

Providing earth work in embankment withapproved materials obtained from excava-

tion from departmental land or othersourcesincluding all lifts and leads upto 50m. laying in layers of 20 cm. to 30 cm. thick-

ness breaking clods, dressing to the re-

quired lines, curves, grade and section, wa-

tering and compaction to 95% of standardproctor densityetc. Complete as directed

by Engineer in charge.Spec. No.: Rd. 12 Page No. 189.

A) With Power RollerB) With Vibratory Roller

Providing hard murum of CBR not less than10% in embankment obtained by depart-mental land or other sources including all

lifts and leads upto 50 m laying in layers of

20 to 30 cm. thickness, breaking clouds,

dressing to the required lines, curves, gradeand section watering and compaction with

vibratory roller etc. complete.

Spec. No.: Rd 12 Page No. 189

Conveying materials, obtained from roadcutting, including all lifts, laying in layersbreaking clods, dressing to the required

lines, curve, grades and sections for a leadof over 300 m. to 500 m. inclusive fromthe site of excavation to the site of deposi-

tion etc. complete. as directed by Engineer

in charge.


Supplying 15 cm. to 23 cm. trap / gran-

ite/ quartzite/ gneiss stone rubbleat theroad side for soling including conveying and

stacking etc. complete as directed by Engi

645RD12A

646RD 12

647RD 18B

648RD 19

CU.M.

CU.M.

CU.M

CU.M.

CU.M.

51.00

58.00

60.00

21.00

130.00

5.0

5.0

5.0

16.0

94.0


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neer in charge (by Blasting)

Spec. No.: Rd.19 Page No. 197

Supplying 15 cm. to 23 cm. trap/ gran-

ite/ quartzite/ gneiss stone rubble solingat the road side including conveying and

stacking etc. complete as directed by Engi-

neer in charge. (By breaking boulders).


Supplying 60 mm. trap/ granite/ quartz-ite/ gneiss stone oversize metalat the roadside including conveying and stacking etc.

complete as directed by Engineer in charge.

(including blasting if necessary).

Spec. No.: Rd.20 Page No. 200.

Supplying 60 mm. trap/ granite/ quartz-ite/ gneiss stone oversize metalat the roadside including conveying and stacking etc.


By breaking boulders.

Spec. No.: Rd.20. Page No. 200.

Supplying 40 mm. trap/ granite/ quartz-ite gneiss stone size metalat the road side,including conveying and stacking etc. com-

plete as directed by Engineer in charge. (in-cluding blasting)Spec. No.: Rd.22 Page No. 201.

Supplying 40 mm. trap/granite/quartzite/gneiss stone size metalat the road side in-

cluding conveying and stacking etc. com-plete as directed by Engineer in charge. (By

breaking boulders).


Supplying hard murum/kankar at the roadside including conveying and stacking etc.complete as directed by Engineer in charge.


649RD 20

650RD 20A

651RD 20A

652RD 22

653RD 22A

654RD 23

CU.M.

CU.M.

CU.M.

CU.M.

CU.M.

CU.M.

102.00

160.00

130.00

175.00

150.00

50.00

92.0

92.0

94.0

98.0

107.0

38.0


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Supplying Soft murum at the road side,including conveying and stacking etc. Com-

plete as directed by Engineer in charge.Spec. No.: Rd. 24 Page No. 203.

Supplying sand/gravel at the road side,in-

cluding conveying and stacking etc. Com-

plete as directed by Engineer in charge for

G.S.B. sand drain.


Laying 15 cm. to 23 cm. trap/granite/quartzite/gneiss rubble soling includinghand packing with rubble chips etc. com-

plete as directed by Engineer in charge (ex-

cluding the cost of material)


Spreading gravel sand/soft murum/hardmurumetc. complete as directed by Engi-neer in charge.

Spec. No. Rd. 28, 30, 31 Page No. 205.

Spreading 40 mm. to 60 mm. metal in-cluding sectioning etc. Complete as directed

by Engineer in charge.

Spec. No.: Rd. 29 Page No. 205 & Rd. 34

Page No. 208.

Providing, laying, spreading and compact-

ing specified graded sand, gravel or any

other course material in subbase course in-

cluding pre-mixing the material at OMC in

mechanical mixer (Pug Mill) manually car-

riage of mixed material, spreading in uni-

form layers with Mortar grader on a prepared

base and compacting to achieve the desired

density including all material, labour, ma-

chinery, lighting, guarding barricating and

maintenance of diversions complete.

655RD 24

656RD 25

657RD 27

658RD 28

659RD 29

660

CU.M.

CU.M.

CU.M.

CU.M.

CU.M.

42.00

89.00

22.00

12.00

19.00

34.0

78.0

18.0

10.

18.0


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Providing and laying spreading and compact-

ing graded stone aggregate to wet mix mac-

adam specification including premixing the

material with water at OMC in mechanical

mix plant carriage of mixed material by tiper

to site, laying in uniform layers with paver

in sub base/base course on well prepared

surface and compacting with vibratory rollerto achieve the desired density.

Picking the water bound macadam roadsurface including sectioning etc. completeas directed by the Engineer in charge.


Compacting the sub grade/ gravel/ 60 mm.oversize metal (200 mm. loose) / 40 mm.

size metal (100 mm. loose) layers upto 2.00m. widewith power roller including neces-sary, labour, materials and artificial water-

ing etc. Complete as directed by Engineer

662MORT&

H Cl.

NO.406

663RD 33

664

RD 35

CU.M

SQ.M.

938.00

3.50

110.

2.9


(a) By Mechanical means with vibratary roller(b) By Manual means with vibratary roller

CU.M.

CU.M.

500.00

250.00

110.

110.

in charge.


A) With Power Roller

B) With Vibratory Roller

SQ.M.

SQ.M.

9.30

11.00

2.0

2.00

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Compacting the sub grade/ gravel/ 60 mm.oversize metal (200 mm. loose) / 40 mm.

size metal (100 mm. loose) layers upto 2.00m. to 7 m. widewith power roller includingnecessary, labour, materials and artificial

watering etc. Complete as directed by Engi-

neer in charge.

Spec. No.: Rd. 32 and 35 Page No. 206 and

209.

A) With Power Roller

B) With Vibratory Roller

Compacting the hard murum kankar inlayers of thickness upto 20 cm. with powerroller including necessary labour, materi-als, artificial watering etc. Complete as di-



Supplying crusher broken 25 mm. of trap/

granite/ quartzite/ gneiss stone metalatthe quarry site including conveying and

stacking for use in bituminous road sur-facework etc. complete as directed by Engi-neer in charge.


Supplying crusher broken 20 mm. trap/granite/ quartzite/ gneiss stone metal atthe quarry site including conveying and

stacking for use in bituminous road sur-

facework etc. complete as directed by Engi-neer in charge.

665RD

32 &35A

666RD 38

667

RD 41A

668RD 41B

SQ.M.

SQ.M.

SQ.M.

CU.M.

CU.M.

8.20

10.00

3.80

400.00

485.00

2.0

2.0

1.2

150.

160.0



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Supplying crusher broken 10 and 12 mm.trap/ granite/ quartzite/ gneiss stonemetal at the quarry siteincluding convey-

ing and stacking for use in bituminous roadsurfacework etc. complete as directed byEngineer in charge.


Breaking and removing the existing bitu-men pavementto full width and depth anddisposal of the material to 2 km, compac-

tion with power roller etc. complete.

MORTH 2001 Clause No.202.3 Page 45.

Supplying crusher broken 6 mm. trap/granite/ quartzite/ gneiss stone metal atthe quarry site including conveying andstacking for use in bituminous road sur-facework etc. complete as directed by Engi-neer in charge.


Providing 50 mm thick semi grout bitu-minous road surface including supplyingall materials, preparing the existing road sur-

face, laying the required thickness of metal

layer, heating and spraying bitumen, spread-

ing chips, laying seal coat and compacting


Spec. No.: Rd 60 Page No. 232.

(By Using Bulk Asphalt 60/70 grade)

Providing and laying 75 mm thick com-pacted bituminous bound macadam on theexisting WBM surfaceincluding picking theexisting WBM surface and throughly clean-

ing to receive the bituminous bound mac-

adam by approved equipments as directed

by Engineer in charge, immediately spread

669RD 41C

670MORTH

2001

Clause

No.202.3

671RD 41D

672RD 60B

673

CU.M.

CU.M.

CU.M.

SQ.M.

CU.M.

450.00

455.00

400.00

165.00

2000.00

160.0

410.0

165.0

20.0

335.0


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180

ing 40 mm size hand broken metal at the

rate of 9 cum/ 100 sqm by making panels

compacting it suitably till it forms the stablesurface spreading bitumen at the rate of 200

kg/100 sqm using sprayers attached to the

bouzer spreading 12 mm metal at the rate

of 1.80 cum/100 sqm and final compaction

with power roller etc. complete & finishing

in accordance with the requirement in close

confirmity with grade, lines, cross section

and thickness as per approved drawing etc

compete as directed by Engineer in charge.

(Using bulk asphalt 60/70 grade )

Providing and laying 50 mm thick com-pacted bituminous bound macadam on the

existing B.T surface including throughlycleaning the surface by using mechanical

broom or approved equipment as directed

by Engineer in charge, providing and ap-

plying tack coat at the rate of 30 kg /100

sqm as per MORTH clause, No 503 and im-

mediately spreading 40 mm size hand bro-

ken metal at the rate of 6 cum/ 100 sqm bymaking panels compacting it suitable till it

forms the stable surface and spreading bi-

tumen at the rate of 175 kg / 100 sqm us-

ing sprayers attached to the bouzer, spread-

ing 12 mm metal at the rate of 1.80 cum /

100 sqm and final compaction with power

roller etc complete and finishing in accor-

dance with the requirement in close

confirmity with grade lines, cross section and

thickness as per approved drawing etc com-

plete as directed by Engineer in charge (Us-ing bulk asphalt 60/70 grade)

Providing & Laying 20 mm thick open graded

premix bituminous carpet, including sup-

plying all materials including as directed

preparing and cleaning the base, heating

bitumen and chips mixing bitumen and

674

675MORTH

SQ.M.

SQ.M.

150.00

119.00

20.0

13.


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chips in hotmix plant, applying tack coat 30

kg/100 sqm laying the carpet layer and

compcting without seal coat on black topsurface with paver finisher (Hot mix hot laid)

etc complete as directed by Engineer in

charge.(Using bulk bitumen 60/70 grade)

Spec. No.: MORTH 2001 Cl. No. 511 Page

No. 192

Providing & Laying 20 mm thick premix

bitumous carpet including supplying all

materials, preparing and cleaning the base,

heating bitumen, applying tack coat at speci-

fied rate of 97.50 kg/100 sqm mixing hotbitumen and chips, laying the carpet and

compacting complete over exising water

bound macadam surface etc compete as di-

rected by Engineer in charge.( By using bulk

bitumen 60/70 grade)

Spec. No.: RD 63 Page No. 233

Providing 20 mm. thick premix bitumi-nous carpetincluding supplying all materi-

als, preparing and cleaning the base, heat-ing bitumen, applying tack coat at 73 kg./

100 sqm. rate mixing hot bitumen andchips, laying the carpet and compacting

complete over existing Black top surfaceetc. complete as directed by Engineer in

charge.


Providing & Laying single coat surface

dressing including supplying all materials

cleaning the road surface, heating and ap-plying, bitumen by self propelled pressure

sprayers at the rate of 18 kg/10 sqm to the

water bound macadam road surface, spread-

ing chips at the rate of 0.15 cum/10 sqm,

by using necessary tools, plant and equip-

ment and rolling etc complete as directed

by Engineer in charge. (By using bulk bitu

676RD 63

677RD 63

678RD 64

SQ.M.

SQ.M.

SQ.M.

140.00

118.00

96.00

13.

13.

10.


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182

men 60/70 grade )Spec. No.: RD 64 Page No. 233

Providing & Laying single coat surfacedressingincluding supplying all materials ,cleaning the road surface, heating and ap-

plying bitumen by self propelled pressure

sprayers at the rate of 12.50 kg /10 sqm to

the black top road surface spreading chips

at the rate of 0.105 cum/10 sqm, by using

necessary tools and plant and equipments

and rolling etc complete as directed by En-gineer in charge. (By using bulk bitumen

60/70 grade)

Spec. No. RD 64 Page No. 233.

Providing & Laying two coat bituminoussurface dressing including supplying all ma-terials cleaning the road surface, heating and

applying bitumen at the rate of 29 kg / 10

sqm to the road surface, spreading 13.20

mm size chips at the of 0.15 cum / 10 sqm.

and 11.20 mm size chips at the rate of 0.10

cum. / 10 sqm. and rolling etc complete as

directed by Engineer in charge. (By using

bulk bitumen 60/70 grade )

Spec. No.: 65 RD 65 Page No. 233.

Providing & Laying bitumious liquid sealcoat to the black topped surfaceincludingsupplying all materials preparing existing

road surface, heating and applying bitumen

by self propelled/ towed bitumen pressuresprayer for uniform spraying at specified

temperature at 9.8 kg/10 sqm spreading

chips at 0.09 cum/ 10. sqm and rolling etc.

complete (using bulk asphalt ) as directd by

Engineer in charge.(By using bulk bitumen

60/70 grade )

Spec. No.: RD 66 Page No. 233.

679RD64

680RD 65

681RD 66

SQ.M.

SQ.M.

SQ.M.

75.00

160.00

58.00

9.0

14.

5.0


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183

Providing & Laying bituminous premix

seal coat to the black topped surfacein-cluding supplying all materials, preparing

exising road surface, heating and applying

bitumen at the rate of 6.8 kg/10 sqm

sprading chips at 0.06 cum/ 10.sqm .and

rolling etc complete as directed by Engineer

in charge. (By using bulk bitumen 60/70

grade )

Spec. No.: MORTH 2001 Cl. No. 503 Page

No. 201

Labour for filling pot holes with premixmaterial(bitumen and chips), cleaning the

road surface with wire brushes and gunny

bags, applying tack coat, spreading premix

material, hand ramming or light compaction

with power roller, conveying material to the

site of work including cost of fuel for heat-

ing asphalt (excluding cost of asphalt andmetal)etc. complete as directed by Engineerin charge.

Spec. No.: As directed by Engineer in charge.

Providing dry rubble stone pitching 23 cm.

(about 9") thick including packing withquarry spalls and hard murum etc. complete

as directed by Engineer in charge.


Providing dry rubble stone pitchinginclud-

ing all materials hand packing etc. complete

above 23 cm. thick including packing with

quarry spalls and hard murum etc. completeas directed by Engineer in charge.

Spec. No.: Rd.73 Page No. 246.

Providing dry/ trap/ granite/ gneissrubble stone masonryetc. complete as di-



682

683RD 77

684RD 73

685RD 73

686RD 74

SQ.M.

SQ.M.

SQ.M.

CU.M.

CU.M.

66.00

23.00

63.00

227.00

273.00

5.0

20.0

25.0

95.0

88.0


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184

Picking up loose metalincluding stacking

at the road side neatly etc. complete.Spec. No.: As directed by Engineer in charge.

Brooming the water bound macadam sur-face by wire Brushes, coir brushes, dust-ing, cleaning etc for receiving the bitumi-

nous treatment, complete as directed by

Engineer in charge.

Spec. No.: As directed by Engineer in charge.

Providing and laying Hot mix Hot laidBitumenous macadam 50/75 mm thcik(average) with 3.30% bitumen by weight of

total mix for levelling course to remove ir-

regularities including diversion of traffic,

supply of all materials, heating bitumen and

chips mixing bitumen and chips in hot mix

plant laying bituminous macadam by paver

finisher including compacting with power

roller (excluding tack coat) etc complete as

directed by Engineer in charge (By using

bulk asphalt 60/70 grade)Spec. No.: MORTH 2001 Cl No.504 page

No.160

Providing and laying Hot mix Hot laidbitumious macadam 50/75 mm thick(av-erage) with 3.30% bitumen by weight of to-

tal mix for levelling course to remove irregu-

larities including diversion of traffic, supply

of all materials, heating bitumen and chips

mixing bitumen and chips in hot mix plant

laying bituminous macadam by paver fin-

isher including compacting with vibratory

roller (excluding tack coat) etc. complete as

directed by Engineer in charge. (By using

bulk asphalt 60/70 grade)

Spec No.: MORTH 2001 Cl. No.504 page

No.160

687

RD 82

688RD 84

689MORTH21

690MORTH

21

SQ.M.

SQ.M.

CU.M.

CU.M.

0.87

2.30

4204.00

4376.00

0.8

1.8

320.0

325.0


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185

Providing and laying 75 mm thick builtup spary groutincluding supplying all ma-

terials including all lifts, preparing andcleaning the base, laying the required thick-

ness of mm in two layers heating and spread-

ing, btiumen spreading chips compacting

both layer with power roller (excluding tack

coat) etc complete as directed by Engineer

in charge By using bulk asphalt 60/70

grade) Spec No.: MORTH 2001 Cl No.508

page No.179

Providing and laying hot mix hot laidsemi-dense carpet / bituminous concrete25 mm thickbtiumen 5.25% by weight oftotal mix including bitumen and chips in

hot mix plant laying semi dense carpet /

bituminous concrete with paver finisher com-

pacting with power roller etc. complete (ex-

cluding tack coat) etc complete as directed

by Engineer in charge (By using bulk as-

phalt 60/70 grade)

Spec No.: MORTH 2001 Cl No.508 page

No.179

Providing and laying hot mix hot laidsemi-dense bituminous concrete 25 mm.thick bitumen 5.25% by weight of total mixincluding supplying all materials , heating

bitumen and chips , in batch type or

continous or drum type hot mix plant, lay-

ing semi dense concrete with self propelled

paver finisher including compacting vibra-

tory roller etc . complete (Excluding tack

coat) etc complete as directed by Engineer

in charge (By using bulk asphalt 60/70

grade)

Spec No.: MORTH 2001 Cl No 511 page

No.192

Providing and applying tack coatby selfpropelled or towed bitumen pressure sprayer

691 AMORTH

692MORTH

693MORTH

694MORTH

40 B

SQ.M.

SQ.M.

SQ.M.

SQ.M.

186.00

175.00

183.00

18.00

18.0

12.

12.

1.5


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186

for uniform spraying at specified temprature

at the specified rate of 3kg/10 sqm on

exising black top surface etc complete Asdirected by Engineer incharge. (By using

bulk asphalt 60/70 grade)

Spec No.: MORTH Cl 503 page No.157

Providing and applyihg tack coat by Self pro-

pelled or towed bitumen pressure sprayer

for uniform spraying at specified temprature

at the specified rate of 4kg/10 sqm on ex-

isting water bound macadam surface etc

complete. As directed by Engineer inchargesSpec No.: MORTH Cl.No. 503 Page No 157

(By using bulk asphalt 60/70 grade)

Providing and laying Hot mix Hot laid bi-tuminous macadam 50/75 mm, thick(av-erage) with 3.30% bitumen by weight of to-

tal mix for levelling course to remove irregu-

larities including diversion of traffic, supply

of all materials, heating bitumen and chips

mixing bitumen and chips, in drum mix typehot mix plant laying bitumionous macadam

by self propelled paver finisher with

hydrostic controls and automatic sensor de-

vice including compacting with vibratory

roller (excluding tack toat) etc complete (By

using bulk asphalt 60/70 grade)

Spec. No.: MORTH 2001 Cl No 504 page

No.160

Providing and laying hot mix Hot laid DenseBituminous macadam 50/75 mm thick(average) with 4.5% bitumen by weight of

total mix for levelling course to remove ir-

regularities including diversion of traffic,

supply of all materails, heating bitumen and

chips mixing bitumen and chips, in drum

type hotmix plant laying bituminous mac-

adam byself propelled paver finisher with

695B

MORTH

40 B

696MORTH

17 A

697MORTH

18 A

SQ.M.

CU.M.

CU.M.

22.00

4288.00

5390.00

1.0

175.0

175.0


5/26/2018 Rd-road dsr 2010.11

18/18

187

hydrostic controls and automatic sensor de-

vice inclduing compacting with vibratory

roler (excluding tack coat) etc complete asdirected by Engineer in charge. (By using

bulk asphalt 60/70) grade.

Spec No MORTH 2001 Cl No. 504 page

No.160


Cement Concrete Pavement M-20 Grade697(A) Construction of unreinforced/reinforced cement

concrete apvement in M-20 grade concrete with43/53 Grade cement, fine aggregate and coarseaggregate of metal of trap/ granite/ quartzite/

gneiss/ over prepared sub base mixed in conceretmixer of appropriate capacity with weigh batcheras per approved mix design, laid with a fixed formor slip form paver, spread compacted and finishedin continuous operation including provision ofcontraction, expansion, construction and logitudinaljoints, joints filler, seperation membrane, sealantprimer, joint sealant, debonding strip, dowel bar,tie rod, admixtures as approved, curing,etc. finishing to lines and grades includingtransportation of mix if done through batchingplant etc. complete as Directed by Engineer-in-charge.

CU.M. 4157.00 673.00

697(B)

Type I

Type II

Type III

109.00 11.50

120.00 11.50

139.00 11.50

Providing and laying a woven poly propylenegeotextile (of suitable type)manfactured from

black UV stabilizedPoly propylene tape/fibri-llated tape garns on the prepared subgradeas a separator-cum reinforcement withnecessary over laps as per drawings oras directed by the Engineer.

SQ.M.

SQ.M.

SQ.M.

(Using tre-mix method) (Excluding surface reinforcement)Spec. No. MORTH Section 600 Page No. 262.

rd-road dsr 2010.11

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