HPSR 2009 Road schedule

8/9/2019 HPSR 2009 Road schedule

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Chapter 1

Description Unit

1.1

(i) Cum -- 43.60

(ii) Cum -- 21.80

(iii) Cum -- 21.80

(iv) Cum -- 13.40

1.2

(i) Cum -- 31.50

LOADING, UNLOADING, CARRIAGE CRUSING O! "A#ERIALS ANDOU#

Sr.No.

Re$erence to

"ORDSpeci$ications

La%o&rRate(Rs.)

#hro&'h

Rate(Rs.)

Loain' an Unoain' o$ Li*e,A''re'ate, Stone +o&er, +ricA''re'ate, -anar, +&iin'R&%%ish, Cr&she Sa', Stone $or"asonr /or % "an&a "eans

Loading of Lime, Aggregate,Stone Boulder, Bric Aggregate,!anar, Building "u##i$%,Cru$%ed Slag, Stone for&a$onr' (or #' manualmean$ including a lead u)to 30m

Loading of *art%, Sand,&oorum, &anure, +l'a$% #'manual mean$ including a leadu)to 30 m

nloading of Lime, Aggregate,Stone Boulder, Bric Aggregate,!anar, Building "u##i$%,

Cru$%ed Slag, Stone for&a$onr' (or #' manualmean$ including a lead u)to 30m

nloading of *art%, Sand,&oorum, &anure, +l'a$% #'manual mean$ including a leadu)to 30 m

Loain' an Unoain' o$ Li*e,A''re'ate, Stone +o&er, +ricA''re'ate, -anar, +&iin'R&%%ish, Cr&she Sa', Stone $or

"asonr /or % "echanica"eans

Loading of Lime, Aggregate,Stone Boulder, Bric Aggregate,!anar, Building "u##i$%,Cru$%ed Slag, Stone for&a$onr' (or #'


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Description UnitSr.No.

Re$erence to"ORD

Speci$ications

La%o&r

Rate(Rs.)

#hro&'hRate(Rs.)

(ii) Cum -- 15.0

(iii) Cum -- 4.85

1.0

(i) 1000 o$ -- /3.30

(ii) 1000 o$ -- /3.30

1.

(i) onne -- 55.30

(ii) onne -- 55.30

1.

(i) onne -- 5./0

(ii) onne -- 5./0

mec%anical mean$ including a

lead u)to 30 m lacing ti))er atloading )oint, loading it% frontend loader ecluding time for%aulage and return tri).

Loading of *art%, Sand,&oorum, &anure, +l'a$% #'mec%anical mean$ including alead u)to 30 m.lacing ti))er atloading )oint, loading it% frontend loader ecluding time for%aulage and return tri).

nloading of *art%, Sand, Lime

moorum, Aggregate, StoneBoulder, Bric Aggregate,!anar, Building "u##i$%,&anure, Cru$%ed Slag, +l'a$%,Stone for &a$onr' (or #'mec%anical mean$.

Loain', Unoain' an Stacin'o$ +rics % "an&a "eans

Loading of Bric$ #' manualmean$ including a lead u)to 30m

nloading and Stacing ofBric$ #' manual mean$including a lead u)to 30 m

Loain' an Unoain' o$ Ce*ent% "an&a "eans

Loading of Cement #' manualmean$ including a lead u)to 30m

nloading of Cement #'manual mean$ including a leadu)to 30 m

Loain' an Unoain' o$Str&ct&ra Stee an Stee +ars %*an&a *eans

Loading of Structural Steel,Steel Bar$ #' manual mean$including a lead u)to 30 m

nloading of Structural Steel,Steel Bar$ #' manual mean$including a lead u)to 30 m


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Re$erence to"ORD

Speci$ications

La%o&r

Rate(Rs.)

#hro&'hRate(Rs.)

1.3

(i) onne -- 65.05

(ii) onne -- 5.25

Note: The rate is inclusive of the self weight of drum

1.4 155

(i) -- 5.0

(ii) onne -- 5.0

1.6

(i) Cum -- 144.15

(ii) Cum -- 144.15

1.7

(i)

A i)e -- 42.55

Loain' an Unoain' o$

+it&*en Dr&*s % "an&a "eans

Loading of Bitumen rum$ #'manual mean$ including a leadu)to 30 m

nloading of Bitumen rum$ #'&anual &ean$ including a leadu)to 30 m

Loain' an Unoain' o$ #i*%er% "an&a "eans

nloading of im#er #' manualmean$ including a lead u)to 30m

nloading of im#er #' manualmean$ including a lead u)to 30m

Note :Density of wood has been assumed as 900 kg percum. If the density is less the output may be reduced

proportionately

Loain' an Unoain' o$ C.C.+ocs, -er%, etc.

Loading it% care C.C. Bloc$,m Stone, 200 m Stone,Boundar' illar, !er#, C%annel,

Bond Stone, etc. #' manualmean$ including a lead u)to 30m

nloading it% care C.C.Bloc$, m Stone, 200 mStone, Boundar' illar, !er#,C%annel, Bond Stone, etc. #'manual mean$ including a leadu)to 30 m

Loain' an Unoain' o$ &*e8ipes

Loading of "CC ume )i)e$ #'mec%anical mean$ including alead u)to 30 m

0010001200mm dia "CCume )i)e


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Re$erence to"ORD

Speci$ications

La%o&r

Rate(Rs.)

#hro&'hRate(Rs.)

B /50mm dia "CC ume )i)e i)e -- 25.50

C 600500300mm dia ume )i)e i)e -- 18.25

(ii)

A i)e -- 1/5.05

B /50mm dia ume )i)e i)e -- 145.

C 600500300mm dia ume )i)e i)e -- 10.40

(iii)

A i)e -- 2.00

B /50 mm dia ume )i)e i)e -- 1/.40

C i)e -- 12.45

1.15

7i Surface road. !m. -- 2.30

7ii n$urfaced 9ra:el road !m. -- 2.80

7iii !m. -- 5.60

1.11

Case9I

7i Surface road. i)e -- 25.50

nloading of "CC ume i)e#' manual mean$ including a

0010001200 mm dia "CCume )i)e$

nloading of "CC ume i)e#' manual mean$ including alead u)to 30m

0010001200 mm dia ume)i)e

600500300 mm dia ume)i)e

a&a'e e:c&in' Loain' ;Unoain'

aulage of material$ #' ti))erecluding co$t of loading, unloadingand $tacing.

!atc%a trac and trac in "i:erBedalla% #ed ; C%oe #ed

a&a'e e:c&in' Loain' ;Unoain'

aulage of material$ #' trucecluding co$t of loading, unloadingand $tacing.

I) &*e pipe 755


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Re$erence to"ORD

Speci$ications

La%o&r

Rate(Rs.)

#hro&'hRate(Rs.)

Case9II

7ii n$urfaced 9ra:el road i)e -- 30./0

Case9III

7iii i)e -- 61./5

II) &*e pipe 45 ** ia

Case9I

7i Surface road. i)e -- 15.30

Case9II

7ii n$urfaced 9ra:el road i)e -- 18.40

Case9III

7iii i)e -- 3/.05

III) &*e pipe 355


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Re$erence to"ORD

Speci$ications

La%o&r

Rate(Rs.)

#hro&'hRate(Rs.)

(ii) Cum -- 61.55

(iii) Cum -- 663.60

(I>) Cum -- 363.00

(>) Cum -- 363.00

1.10

Cum -- 3/.50

Note:

!

"

Su))l' of


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Re$erence to"ORD

Speci$ications

La%o&r

Rate(Rs.)

#hro&'hRate(Rs.)

1.1

Cum -- 432.55

Note:

!

"

1.1

Cr&shin' o$ Stone A''re'ates 155

per cent passin' thro&'h 22. **sieve as per #a%e 55.3 o$#echnica Speci$ications.

Cru$%ing of $tone #oulder$ of 150mm $i=e in an integrated $tonecru$%ing unit of 200 t% ca)acit'com)ri$ing of )rimar' and$econdar' cru$%ing unit$, #eltcon:e'or and :i#rating $creen$ too#tain $tone aggregate$ 100 )ercent )a$$ing t%roug% 22.4 mm $ie:ea$ )er a#le 500.6 of ec%nical

S)ecification$ including t%e co$t of$tone.

#00 cum of stone boulders areneeded to get )$0 cum of stonechips of re*uired si'e.

90 per cent of above cost will beattributed to the production of )$0cum of stone aggregate and balance0 per cent will be for smaller si'eaggregates and stone dust which

comes out as a by(product.

The integrated stone crusherincludes primary and secondarycrushing units.

Cr&shin' o$ Stone A''re'atesNo*ina Si?e 10.2


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Re$erence to"ORD

Speci$ications

La%o&r

Rate(Rs.)

#hro&'hRate(Rs.)

> Cum -- 484.40

>> Cum -- 484.40

Note:

!

"

1.13

Cru$%ing of $tone #oulder$ of

150 mm $i=e in an integrated$tone cru$%ing unit of 200 t%ca)acit' com)ri$ing of )rimar'and $econdar' cru$%ing unit$,#elt con:e'or and :i#rating$creen$ to o#tain $toneaggregate$ of 13.2 mm nominal$i=e a$ )er a#le 500. ofec%nical S)ecification$including t%e co$t of $tone.

Cru$%ing of $tone #oulder$ of

150 mm $i=e in an integrated$tone cru$%ing unit of 200 t%ca)acit' com)ri$ing of )rimar'and $econdar' cru$%ing unit$,#elt con:e'or and :i#rating$creen$ to o#tain $toneaggregate$ of 11.2 mm nominal$i=e a$ )er a#le 500. ofec%nical S)ecification$including t%e co$t of $tone.

#00 cum of stone boulders are

needed to get )00 cum of stonechips of si'e ".! mm and !% cumstone dust.

9% per cent of above cost will beattributed to the production of )00cum of stone chips of ".! mm si'eand balance % per cent to the

production of stone dust whichcomes out as a by(product.

The integrated stone crusherincludes primary and secondary

crushing units.

Cr&shin' o$ Stone A''re'ates 7.** No*ina Si?e as per #a%e55.7 o$ #echnica Speci$ications.


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Re$erence to"ORD

Speci$ications

La%o&r

Rate(Rs.)

#hro&'hRate(Rs.)

Cum -- 50.85

Cum -- 514.50

Note:

!

"

1.14 155 Settin' O&t

(i) !m. 485.60 2346.4

(ii) !m. 233.80 1068.25

Cru$%ing of $tone #oulder$ of 150

mm $i=e in an integrated $tonecru$%ing unit of 200 t% ca)acit'com)ri$ing of )rimar' and$econdar' cru$%ing unit$, #eltcon:e'or and :i#rating $creen$ too#tain $tone aggregate$ of .5 mmnominal $i=e a$ )er a#le 500. ofec%nical S)ecification$ includingt%e co$t of $tone.

Cru$%ing of $tone #oulder$ of150mm $i=e in an intergrated $tonecru$%ing unit of 200t% ca)acit'

com)ri$ing of )rimar' and$econdar' cru$%ing unit$, #eltcon:e'or and :i#rating $creen$ too#tain $tone aggregate$ of .5mmnominal $i=e a$ )er ta#le 500. ofec%nical $)ecification$ includingt%e co$t of $tone$.

#00 cum of stone boulders areneeded to get )00 cum of stonechips of si'e ).$ mm and !% cumstone dust.

9% per cent of above cost will beattributed to the production of )00cum of stone chips of 9.% mm si'eand balance % per cent to the

production of stone dust whichcomes out as a by(product.

The integrated stone crusherincludes primary and secondarycrushing units.

')ical #enc%mar a$ )erdraing 200.1 and a$ )erec%nical S)ecification clau$e108.

')ical reference )illar a$ )erdraing 200.2 and a$ )erec%nical $)ecification clau$e108


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Re$erence to"ORD

Speci$ications

La%o&r

Rate(Rs.)

#hro&'hRate(Rs.)


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Re$erence to"ORD

Speci$ications

La%o&r

Rate(Rs.)

#hro&'hRate(Rs.)


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E##ING

Re*ars


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Re*ars


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Re*ars


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Re*ars


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Re*ars


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Re*ars


18/214

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Re*ars


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Re*ars


20/214

3

Re*ars


21/214

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Re*ars


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Re*ars


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Chapter 2

SI#E CLEARANCE

Description Unit

2.1 251

+ "an&a "eans ectare 5,8/2./0 --

2.2 251

(I) + "an&a "eans

7A ectare -- 22,440.10

7B >n area of t%orn' ?ungle ectare -- 30,18.40

(II) + "echanica "eans

7A ectare -- 45,//4./0

7B >n area of t%orn' ?ungle ectare -- 55,231.10

2.0 251

Sr.

No.

Re$erence to

"ORDSpeci$ication

La%o&r

Rate

#hro&'h

Rate

Re*ars

Cearin' Grass an Re*ova o$R&%%ish

Clearing gra$$ and remo:al ofru##i$% u) to a di$tance of 30 mout$ide t%e )eri)%er' of t%e area a$)er ec%nical S)ecification Clau$e201.

Cearin' an Gr&%%in' RoaLan

Clearing and gru##ing road landincluding u)rooting ild :egetation,gra$$, #u$%e$, $%ru#$, $a)ling$and tree$ of girt% u)to 300 mm,remo:al of $tum)$ of $uc% tree$ cutearlier and di$)o$al ofun$er:icea#le material$ and$tacing of $er:icea#le material to#e u$ed or auctioned, u)to a leadof 1000 m including remo:al anddi$)o$al of to) organic $oil not

eceeding 150 mm in t%icne$$ a$)er ec%nical S)ecification Clau$e201.

>n area of non-t%orn'?ungle

>n area of non-t%orn'?ungle

C&ttin' o$ #rees inc&in'C&ttin' o$ #r&ns, +ranches anRe*ova o$ St&*ps


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Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

Re*ars

A. Lea &pto 155 *

7i *ac% -- 11/.30

7ii *ac% -- 21.80

7iii *ac% -- 410.50

7i: *ac% -- /62.60

7: *ac% -- 1,52.00

7:i 9irt% a#o:e 4500 mm *ac% -- 4,505.35

+. Lea &pto 1555 *

7i *ac% -- 12.85

7ii *ac% -- 25/.40

7iii *ac% -- 460.60

7i: *ac% -- 83/./5

7: *ac% -- 1,6/5.50

7:i 9irt% a#o:e 4500 mm *ac% -- 4,/14.05

2. 251

Cutting of tree$, including cutting oftrun$, #ranc%e$ and remo:al of

$tum)$ ; root$, refilling,com)action of #acfilling and$tacing of $er:icea#le material #'manual mean$ it% all lift$ a$ )erec%nical S)ecification Clau$e 201.

9irt% a#o:e 300 mm to600 mm

9irt% a#o:e 600 mm to

00 mm9irt% a#o:e 00 mm to1800 mm

9irt% a#o:e 1800 mm to2/00 mm

9irt% a#o:e 2/00 mm to4500 mm

9irt% a#o:e 300 mm to

600 mm9irt% a#o:e 600 mm to00 mm




Uprootin' an Re*ovin' St&*ps; Roots

)rooting and "emo:ing Stum)$ ;root$, com)action of #acfilling and$tacing of $er:ica#le material #'manual mean$ a$ )er ec%nicalS)ecification Clau$e 201.


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Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

Re*ars

A. Lea &pto 155 *

7i *ac% --

66.25

7ii *ac% -- 108.5

7iii *ac% -- 224.45

7i: *ac% -- 436.5

7: *ac% -- 886.45

7:i 9irt% a#o:e 4500 mm *ac% -- 2,515.35

+. Lea &pto 1555 *

7i *ac% -- 6.15

7ii *ac% -- 11.40

7iii *ac% -- 23/.00

7i: *ac% -- 453./0

7: *ac% --

0/.30

7:i 9irt% a#o:e 4500 mm *ac% -- 2,61./0

2. 252 Dis*antin' o$ Str&ct&res

(I) + "an&a "eans











i$mantling of ei$ting $tructure$lie cul:ert$, #ridge$, retainingall$ and ot%er $tructurecom)ri$ing of ma$onr', cementconcrete, ood or, $teel or,including ; and $caffolding%ere:er nece$$ar', $orting t%e

di$mantled material, di$)o$al ofun$er:icea#le material and$tacing t%e $er:icea#le materialit% all lift$ and lead of 1000 m a$)er ec%nical S)ecification Clau$e202.


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Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

Re*ars

7A Lime Concrete Cum -- 20/.60

7B Cement Concrete Cum -- 23/.00

7C Cum -- 538.25

(II) + "echanica "eans

7A Cement Concrete Cum -- 36.85

7B Cum -- 56/.20

2.3 252 Dis*antin' +ric


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Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

Re*ars

7B Cum -- 1/8.25

7C Cum -- 148.0

7 r' "u##le &a$onr' Cum -- 143.00

7* Cum -- 13/.15

7+ Cum -- 148.0

2.6 252 Cum --

312.10

2.7 252

7A >ncluding di$mem#ering onne -- 636./5

7B *cluding di$mem#ering onne -- 466./0

7C *ac% 4.30 --

2.15 252

>n Lime Cement &ortar 1000o$ 513.85 --

2.11 252

>n Cement or Lime &ortar Cum 206.10 --

"u##le Stone &a$onr' inCement &ortar

"u##le Stone &a$onr' in&ud &ortar

i$mantling Stone itc%ing r' Stone S)all$

i$mantling #oulder$ laid inire crate$ including o)eningof crate$ and $tacingdi$mantled material$

Dis*entin' /oo @or @ro&'htan pane $i:e in !ra*es o$#r&sses &pto a hei'ht o$ *a%ove pinth eve as per#echnica Speci$ication ca&se252.

Dis*entin'Stee @or in atpes o$ sections &pto a hei'hto$ * a%ove pinth evee:c&in' c&ttin' o$ rivet astechnica speci$ication ca&se252.

*tra o:er item$7A and7B forcutting ri:et$

Scrapin' o$ %rics is*ante$ro* %ric @or inc&in'stacin' as per #echnicaSpeci$ication Ca&se 252.

Scrapin' o$ Stone $ro*Dis*ante Stone "asonr asper #echnica Speci$icationCa&se 252.


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Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

Re*ars

2.12 252 S


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Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

Re*ars

2.1 252

Cum -- 1,516.35

Note:

2.13 252 Dis*antin' G&ar Rais

-- 42.0

2.14 252 Dis*antin' -er% Stones

-- 10.55

2.16 252

-- 15.0

2.17 252 Dis*antin' -io*etre Stones

Dis*antin' o$ Ce*ent Concrete8ave*ents as per #echnica

Speci$ication Ca&se 252.

i$mantling of cement concrete)a:ement$ #' mec%anical mean$u$ing )neumatic tool$ #reaing to)iece$ not eceeding 0.02 cum in:olume and $toc )iling atde$ignated location$ and di$)o$alof di$mantled material$ u)to a leadof 1000 m, $tacing $er:icea#leand un$er:icea#le material$$e)aratel'

The above analysis is for removal of completepavement. In case full depth repair work isre*uired to be done after dismantling, provision of aconcrete saw cutter may be added for 0.!%h.

i$mantling guard rail$ #' manualmean$ and di$)o$al of di$mantledmaterial it% all lift$ and u)to a leadof 1000 m, $tacing $er:icea#lematerial$ and un$er:icea#le

material$ $e)aratel' a$ )erec%nical S)ecification Clau$e 202.

"unningmetre

i$mantling er# $tone$ #' manualmean$ and di$)o$al of di$mantledmaterial it% all lift$ and u)to a leadof 1000 m a$ )er ec%nicalS)ecification Clau$e 202.

"unningmetre

Dis*antin' -er% StoneChannes

i$mantling er# $tone c%annel$ #'manual mean$ and di$)o$al ofdi$mantled material it% all lift$ andu)to a lead of 1000 m a$ )erec%nical S)ecification Clau$e 202.

"unningmetre


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Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

Re*ars

7A 5t% m Stone *ac% -- 1/2./5

7B @rdinar' m Stone$ *ac% -- 106.80

7C 200 m Stone$ *ac% -- 23.05

7 Boundar' illar Cum -- 23.05

2.25 252 Dis*antin' o$ !encin'

-- 21.40

2.21 252

-- /2.55

Note:

2.22 252

i$mantling of ilometre $tone$including cutting of eart%,

foundation and di$)o$al ofdi$mantled material it% all lift$ andlead u)to 1000 m and #acfilling of)it a$ )er ec%nical S)ecificationClau$e 202.

i$mantling of #ar#ed irefencing ire me$% fencingincluding )o$t$, foundationconcrete, #acfilling of )it #'manual mean$ including di$)o$al ofdi$mantled material it% all lift$ andu)to a lead of 1000 m, $tacing$er:icea#le material andun$er:icea#le material $e)aratel'a$ )er ec%nical S)ecification

Clau$e 202.

"unningmetre

Dis*antin' o$ CI /ater 8ipeLine

i$mantling of C> ater )i)e line600 mm dia including di$)o$al it%all lift$ and lead u)to 1000 m and$tacing of $er:icea#le materialand un$er:icea#le material$e)aratel' under $u)er:i$ion ofconcerned de)artment a$ )erec%nical S)ecification Clau$e 202.

"unningmetre

The rate analysis does not include any e+cavationin earth or dismantling of masonry works which areto be measured and paid separately.

Re*ova o$ Ce*ent Concrete8ipe o$ Se@er G&tter


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Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

Re*ars

-- 88.15

Note:

2.20 252

*ac% -- 85.25

"emo:al of cement concrete )i)eof $eer gutter 1500 mm dia under

t%e $u)er:i$ion of concernedde)artment including di$)o$al it%all lift$ and u)to a lead of 1000 mand $tacing of $er:icea#le andun$er:icea#le material $e)aratel'#ut ecluding eart% eca:ation anddi$mantling of ma$onr' or$ a$)er ec%nical S)ecification Clau$e202.

"unningmetre

The rate analysis does not include any e+cavationin earth or dismantling of masonry works which areto be measured and paid separately.

Re*ova o$ #eephone


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Chapter 0

EAR#/OR-, EROSION CON#ROL AND DRAINAGE

Description Unit

0.1

051.

S


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Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

Note:

0. 051.

Cum -- 1/8.10

0. 052 (i)

Cum 55.10 --

(ii)

Cum -- 46.40

In case the earth cutting is done by do'er andpushed for filling in the embankment, the input of

do'er in the cost of embankment shall be deletedas the same is already provided in the cost ofe+cavation. 1owever, if the earth is dumped bytippers from roadway cutting, the input of do'er forspreading is re*uired to be provided.

Constr&ction o$ E*%an*ent@ith "ateria O%taine $ro*+orro@ 8its

Con$truction of em#anment it%a))ro:ed material o#tained from#orro )it$ it% a lift u)to 1.5 m,

tran$)orting to $ite, $)reading,grading to re


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Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

(iii)

Cum -- 28.00

0.3 052.0.3 E:cavation in "arsh Soi

Cum -- 41.50

0.4 052.0.11

Cum -- 28.00

E:cavation in Soi &sin'ra&ic E:cavator an

#ippers @ith isposa &pto1555 *

*ca:ation for roador in$oil it% %'draulic eca:atorof 0. cum #ucet ca)acit'including cutting and loadingin ti))er$, trimming #ottomand $ide $lo)e$, inaccordance it%re


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Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

Note:

0.6 052.0. (i)

Cum 85.65 --

(ii)

Cum -- 48.85

(iii)

This item does not include replacement ofunsuitable soil by suitable soil. 2eplacement,

where re*uired, is to be provided and paidseparately under -lause "0".%.!.

E:cavation in orinarRoc % *an&a *eans

*ca:ation in ordinar' rocu$ing manual mean$including loading in a trucand carr'ing of eca:atedmaterial to em#anment $iteit% a lift u)to 1.5 m andlead u to 50 m a$ erE:cavation in Orinar

Roc @ith Do?er @ith ea&pto 155 *

*ca:ation for roada' inordinar' roc #' de)lo'ing ado=er -50 including cuttingand )u$%ing t%e cut eart% to$ite of em#anment u)to adi$tance of 100 m 7a:eragelead 50 m, trimming #ottomand $ide $lo)e$ inaccordance it% t%ere


36/214

45


Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

Cum -- 4./5

0.7 052.0. (i)

Cum -- 18.50

Note:

!

"

*ca:ation for roada' inordinar' roc it% %'draulic

eca:ator of 0. cum #ucetca)acit' including cuttingand loading in ti))er$,tran$)orting to em#anment$ite it% a lift u)to 1.5 m andlead u)to 1000 m, trimming#ottom and $ide $lo)e$ inaccordance it%re


37/214

46


Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

(ii)

(A) "an&a "eans Cum -- 515.15

Note:

!

"

(+) "echanica "eans Cum -- 322./0

Note:

!

"

(iii)

E:cavation in ar Roc(%astin' prohi%ite)

*ca:ation for roada' in%ard roc 7#la$ting)ro%i#ited it% roc#reaer$ including #reaingroc, loading in ti))er$ anddi$)o$al it% a lift u)to 1.5 mand lead u)to 1000 metre$,trimming #ottom and $ide$lo)e$ in accordance it%re


38/214

4/


Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

Cum -- 21.0

Note: 1

2

0.15 052.0.2

Cum -- 5.80

0.11 052.0.2

*ca:ation for roada' in%ard roc it% controlled

#la$ting #' drilling, #la$tingand #reaing, trimming of#ottom and $ide $lo)e$ inaccordance it%re


39/214

48


Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

Cum -- 3./0

0.12 057 #&r$in' @ith Sos

S


40/214

4


Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

(i)

Cum -- 15./0

050 (ii)

Cum -- 4/.45

0.13 051...1

S


41/214

50


Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

S"CS58 o#tained from coal orlignite #urning t%ermal )oer

$tation$ a$ a$te material, $)readand com)acted in la'er of 200 mmt%icne$$ eac% at @&C, all a$$)ecified in >"CS58 and a$ )era))ro:ed )lan$ it% lead u)to1000 m a$ )er ec%nicalS)ecification Clau$e 306.

6s flyash is available free of costas waste material from Thermal7lants, cost of material has notbeen added.

The earthcover on sides andintermediate layers of earthsandwiching the flyash have notbeen included in this analysis.The same are re*uired to be

provided as per approved designand priced seperately asembankment construction.


42/214

51


Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

0.17 054 (i) S&r$ace Drains in Soi

(A) "an&a "eans &etre 2.40 --

Note:

(+) "echanica "eans &etre -- .00

(ii)


(+) "echanica "eans &etre -- 20.65

(iii)


(+) "echanica "eans &etre -- 50.00

Con$truction of unlined$urface drain$ of a:eragecro$$-$ectional area 0.40$


43/214

52


Re$erence to"ORD

Speci$ication

La%o&rRate

#hro&'hRate

0.25 054 Ch&te Drains

A. &etre 1,132./0 6,84.40

B &etre 1,34/.25 6,080.0

Note:

ro:iding c%ute drain$acro$$ em#anment $lo)e$in a))roc%e$ of #ridge$ andon %ori=ontal cur:e$ a$ )erdraing$.

ro:iding c%ute drain$acro$$ em#anment $lo)e$in a))roc%e$ of #ridge$ andon %ori=ontal cur:e$ a$ )erdraing$.

uantities are to be taken as per the designs and

drawings.


44/214

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Re*ars


45/214


46/214

55

Re*ars


47/214


48/214

5/

Re*ars


49/214

58

Re*ars


50/214

5

Re*ars


51/214

60

Re*ars


52/214


53/214

62

Re*ars


54/214

63

Re*ars


55/214

64

Re*ars


56/214

53

Chapter

GRANULAR SU+9+ASES, +ASES (NON9+I#U"INOUS) AND SOU

Description Unit

.1 51 Gran&ar S&%9%ase @ith /e Grae "ateria (#a%e 55.1)

(A) + "i: in 8ace "etho

(i) !or Grain' I "ateria Cum -- 824.60

(ii) !or Grain' II "ateria Cum -- 802.80

(iii) !or Grain' III "ateria Cum -- /81.00

51 (+) 8ant "i: "etho

(i) !or Grain' I "ateria Cum -- 84/.00

(ii) !or Grain' II "ateria Cum -- 831.15

(iii) !or Grain' III "ateria Cum -- //./0

Sr.No.

Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate

Con$truction of granular $u#-#a$e #' )ro:iding ell gradedmaterial, $)reading in uniformla'er$ it% ractor mount graderon )re)ared $urface, miing #'mi in )lace met%od it%rota:ator at @&C, and

com)acting it% $moot% %eelroller to ac%ie:e t%e de$iredden$it', com)lete a$ )erec%nical S)ecification Clau$e401.

Con$truction of granular $u#-#a$e #' )ro:iding ell gradedmaterial, miing in a mec%anicalmi )lant at @&C, carriage ofmied material to or $ite u)tolead of 1000 m $)reading inuniform la'er$ it% motor graderon )re)ared $urface andcom)acting it% $moot% %eelroller to ac%ie:e t%e de$iredden$it', com)lete a$ )erec%nical S)ecification Clau$e401


57/214

54


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate

.2 52 i)

Cum --

830.0

ii)

Cum -- 823.60

iii)

Cum -- 816.35

Grave


58/214

55


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate

iv) C&* 427.25

v) C&* 46.05

vi) C&* 464.05

Grave"C S //-2008.

Grave


59/214

56


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate

.0 50 (i)

Cum -- /4.60

ii) C&* 613.0

Con$truction of gra:elSoil AggregateSu#-#a$eBa$e #' )ro:iding ellgraded material of nominal maimum

$i=e grading 20 mm a$ )er a#le 2.3 of>"C S //-2008, $)reading in uniformla'er$ it% tractor nount a))ro)rategrading arrangement$ on )re)ared$urface, miing #' mi in )lace met%odat @&C it% tractor mount a))ro)riaterota:ator attac%ment and com)actionit% t%ree %eel 80-100 $tatic rollerca)acit' to ac%ie:e t%e de$ired den$it'com)lete a$ )er $)ecification$contained in ara 2.2, 3.6 and 3./ of>"C S //-2008.

Grave


60/214

5/


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate

iii) C&* 605.75

. 52

(A) + "an&a "eans Cum -- 310.80

(+) + "echanica "eans Cum -- 32/.05

Note: The e+act *uantity of lime shall be as per design.

Grave


61/214

58


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate

. 50 Li*e #reate Soi $or S&%9+ase

Cum -- 622.00

Note: he exact quantity of lime shall be as per design.

.3 5 Ce*ent #reate Soi S&%9+ase


62/214

5


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate

(+) + "echanica "eans Cum -- 84.55

2) /+" Grain' 2

(A) + "an&a "eans Cum -- 1,015./0


Note: Type 6 /creening can be used in rading !

0) /+" Grain' 0

(A) + "an&a "eans Cum -- 5.50


.6 5

ro:iding, la'ing, $)reading andcom)acting $tone aggregate$ of$)ecific $i=e$ to ater #oundmacadam $)ecification including$)reading in uniform t%icne$$,%and )acing, rolling it% $moot%%eel roller 80-100 in $tage$

to )ro)er grade and cam#er,a))l'ing and #rooming, $tone$creening#inding material$ to fill-u) t%e inter$tice$ of coar$eaggregate, atering and

com)acting to t%e re


63/214

60


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate

1) /+" Grain' 1

(A) + "an&a "eans Cum -- 83./0


2) /+" Grain' 2

(A) + "an&a "eans Cum -- 4/.0

(+) + "echanica "eans Cum -- 884./5

0) /+" Grain' 0

ro:iding, la'ing, $)reading andcom)acting $tone aggregate$ of$)ecific $i=e$ to ater #oundmacadam $)ecification including$)reading in uniform t%icne$$,%and )acing, rolling it% t%ree%eel 80-100 $tatic roller in$tage$ to )ro)er grade andcam#er, a))l'ing and #rooming,cru$%a#le $creening to fill-u) t%einter$tice$ of coar$e aggregate,atering and com)acting to t%ere


64/214

61


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate

(A) + "an&a "eans Cum --

62.55


.7 53 /et "i: "acaa*

+ "echanica "eans @ith 1 * ea Cum -- 861.65

.15 54

A. Earthen Sho&ers

ro:iding, la'ing, $)reading andcom)acting $tone aggregate$ of$)ecific $i=e$ to ater #ound

macadam $)ecification including$)reading in uniform t%icne$$,%and )acing, rolling it% t%ree%eel 80-100 $tatic roller in$tage$ to )ro)er grade andcam#er, a))l'ing and #rooming,cru$%a#le $creening to fill-u) t%einter$tice$ of coar$e aggregate,atering and com)acting to t%ere


65/214

62


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate

+. ar Sho&ers

C. 8ave Sho&ers

.11 56

7i $ing naturall' occuring gra:el Cum -- 42.40

7ii $ing 9ra:el mi $oil u$ing Cum -- 428.40

.12 56

Gran&ar s&%9%ase


66/214

63


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate

Cum -- 441.50

.10 57 Li*e9!ash Sta%ise Soi S&%9%ase

Cum -- 53.00

Note:

ro:iding, la'ing $)reading andcom)acting local material in #loc orlarge di$crete )article$, $uc% a$ anar,

Laterite, %andla etc. a$ )er a#le400.13 to ater #ound macadam$)ecification including $)reading inuniform t%icne$$, %and )acing, rollingit% t%ree %eel 80-100 $tatic rollerin $tage$ to )ro)er grade and cam#er,a))l'ing and #rooming re


67/214

64


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate

!

"

.1 15

Cum -- 461.60

.1 15

Cum -- 58.00

.13 15

-ost of flyash has not been consideredas same will be available free of cost.;nly carriage of flyash has been

provided.

4ime < =lyash has been taken as !0per cent of total mass and ratio of limeand flyash as :& for estimatingpurposes. Total *uantities will be as perapproved design.

Constr&ction o$ S&%9%ase


68/214

65


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate

Cum -- 512.30

Note: 7i

ii

.14 11 Cr&sher R&n "acaa* +ase

A) + *i:9in9pace *etho

7i Cum -- 804.05

7ii Cum -- 10.55

+) + *i:in' pant *etho

7i Cum -- 8.10

7ii Cum --

1,011.10

.16 12 +ric Soin'

ro:iding la'ing and $)readinggranulated #la$t furnace $lag on a)re)ared $u#-grade )ul:eri$ing adding

t%e de$igned


69/214

66


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate

S


70/214

6/

DERS

Re*ars


71/214

68

Re*ars


72/214


73/214


74/214

/1

Re*ars


75/214

/2

Re*ars


76/214

/3

Re*ars


77/214

/4

Re*ars


78/214

/5

Re*ars

%e rate a$a))lica#le for$u#-gradecon$tructionma' #eado)ted.


79/214

/6

Re*ars

"ate a$a))lica#le for$u#-#a$e

andor #a$ema' #eado)ted a$ )era))ro:edde$ign.

%e rate$ma' #eado)ted a$a))lica#le fordifferentla'er$ of)a:ementde)endingu)ona))ro:edde$ign of)a:ed$%oulder$.


80/214

//

Re*ars


81/214

/8

Re*ars


82/214

/

Re*ars


83/214

80

Re*ars


84/214

68

Chapter

+ASES AND SUR!ACE COURSES (+I#U"INOUS)

Description Unit Re*ars

.1 52 8ri*e Coat

(i) Lo@ porosit

S


85/214

6

Description Unit Re*arsSr.No.

Re$erence o$"ORD

Speci$ications

La%o&rRate

#hro&'hRate

(iii) Sedium -uringgrade as per I/:!$ shall be restricted only forsites at sub('ero temperature or for emergencyapplications as directed by the ?ngineer.

ro:iding and la'ing #ituminou$ macadam it%%ot mi )lant u$ing cru$%ed aggregate$ ofgrading a$ )er a#le 500.4 )remied it%#ituminou$ #inder, tran$)orted to $ite u)to a

lead of 1000 m laid o:er a )re:iou$l' )re)ared$urface it% )a:er fini$%er to t%e re


86/214

/0


Re$erence o$"ORD

Speci$ications

La%o&rRate

#hro&'hRate

&

%

. 5 +&it9Up Spra Gro&t

(A) + "an&a "eans

7> Bitumen 7S-0 S> Bitumen 7S-65 S


87/214

/1


Re$erence o$"ORD

Speci$ications

La%o&rRate

#hro&'hRate

(A) + "an&a "eans

(i) No*ina chippin' si?e 10.2**

7> Bitumen 7S-0 S> Bitumen 7S-65 S>> ol'mer &odified Bitumen SD Crum# "u##er &odified Bitumen S


88/214

/2


Re$erence o$"ORD

Speci$ications

La%o&rRate

#hro&'hRate

7>> Bitumen 7S-65 S>> ol'mer &odified Bitumen SD Crum# "u##er &odified Bitumen S


89/214

/3


Re$erence o$"ORD

Speci$ications

La%o&rRate

#hro&'hRate

+ "an&a "eans



90/214

/4


Re$erence o$"ORD

Speci$ications

La%o&rRate

#hro&'hRate

(A) + "an&a "eans

(i) #pe A



91/214

/5


Re$erence o$"ORD

Speci$ications

La%o&rRate

#hro&'hRate

(ii) #pe +



92/214

/6


Re$erence o$"ORD

Speci$ications

La%o&rRate

#hro&'hRate

Note:

+. + "echanica "eans

I B #pe A



93/214

//


Re$erence o$"ORD

Speci$ications

La%o&rRate

#hro&'hRate

(ii) Cum 220.25 61.55

(iii) Cum 264.30 663.60

Note:

Su))l' of


94/214


95/214

/


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate

(A) Cum 353.50 4,526.40

3. 155 Roer Co*pacte Concrete 8ave*ent

Con$truction of un-reinforced, doel ?ointed at

e)an$ion and con$truction?oint onl', )lain cementconcrete )a:ement,t%icne$$ a$ )er de$ign,o:er a )re)ared $u# #a$e,it% 43 grade cement or an'ot%er t')e a$ )er Clau$e1501.2.2 &30 79rade,coar$e and fine aggregate$conforming to >S383,maimum $i=e of coar$eaggregate not eceeding 25mm, mied in a concrete

mier of not le$$ t%an 0.2cum ca)acit' anda))ro)riate eig% #atc%eru$ing a))ro:ed mi de$ign,laid in a))ro:ed fied $ideformor 7$teel c%annel,la'ing and fiing of 125micron t%ic )ol't%ene film,edge$, $teel )late$including le:elling t%eformor a$ )er draing,$)reading t%e concrete it%$%o:el$, rae$, com)acted


96/214

80


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate

Cum 322.30 3,441.45

Note:

3.3 155

SS383, t%e $i=e ofcoar$e aggregate not eceeding25 mm it% minimum aggregatecement ratio of 51 mm and it%minimum cemnt content of 310g )er cum, aggregate gradationto #e a$ )er a#le 602.2 after#lending, miing in concrete mierat o)timum moi$ture content,tran$)orting to $ite, la'ing it%%eel #arro$ or $teel )an$ orit% mec%anical )a:er,

com)acting it% 80-100 $moot% %eel, tandem :i#rator'roller, to ac%ie:e, t%e de$ignedfleural $trengt%, fini$%ing andcuring a$ )er draing$ andec%nical S)ecification Clau$e1502

8hen curing compound is used &(days water curingwill be done

Rectan'&ar Concrete +oc

8ave*ent&anufacturing, la'ing of cementconcrete #loc$ of $i=e 0.450 m 0.300 m 0.15 m of CementConcrete 7C.C. &30 garde and$)reading 25 mm t%ic $andunder neat% and filling ?oint$ it%$and on ei$ting (.B.&. #a$e a$)er ec%nical S)ecification Clau$e1503.

In case curing compound is usedin places where there is scarcity of

water, the water curing will beused for &(days and rate analysiswill be amended accordingly

-arriage of -.-. block to site of ispayable seperately as per -hapterof carriage of material frommanufacturing site to the site ofwork.


97/214

81


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate

3.4 155

(1) Snterlocing Concrete Bloca:ement$ %a:ing t%icne$$80 mm a$ )er draing$ andec%nical S)ecificationClau$e 1504.

ro:iding and La'ing of>nterlocing Concrete Blcoa:ement$ %a:ing t%icne$$60 mm a$ )er draing andec%nical S)ecificationClau$e 1504

-arriage of interlocking blocks ispayable seperately as per -hapterof carriage of material frommanufacturing site to the site ofwork.

?dge blocks may be cast(in(situ.5rick masonry toe wall or --block "00 mm + "00 mm + %0mm or any other shape can alsobe used and their cost shall beanalysed3included accordingly

%e rate$ for $u#-grade, $u#-#a$eand #a$e cour$e can #e taenfrom C%a)ter$ 3 and 4

A e:tra over ite* o$ ce*entconcrete $oorin'< pa*ents $ors&pp an appication o$snthetic $i%re (8oetster 12**Recron 0 S or e&ivaent)proper *i:e @ith san >or7>>>or7>Dor7D

"ate a$ )er item o.11.4->>7>or7>>

8aintin' t@o coatsinc&in' pri*e coat onne@ concrete s&r$ace

8roviin' e'e stones on vaesie o$ $or*ation as perra@in' an #echnicaSpeci$ication Ca&se 1356.2.3


114/214

6


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

S


115/214

/


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

6.1 Cum /1.80 484.20

6.1 Cum /1.80 4/8.00

6.13 ./0 61.60

6.14 15./0 86.0

6.16 18./0 /8.60

Stone soin' proper han9pace $iin' interstices @ithspas an consoiatin' @ithpo@er roa roer to there&este 'raient an co*%erinc&in' spreain' @aterin'an roin' o$ %inin' *aterias*oor&* or earth etc. co*peteas per 8.8/D speci$ication.155 ** sprea thicness($inishe @or inc&in'*aterias an a%o&r)

Stone soin' proper han9

pace $iin' interstices @ith-harana stone anconsoiatin' @ith po@er roaroer to the re&este 'raientan co*%er inc&in'spreain' @aterin' an roin'o$ %inin' *aterias *oor&* orearth etc. co*pete as per8.8/D speci$ication. 155 **sprea thicness ($inishe @orinc&in' *aterias an a%o&r)

8roviin' r stone -haranarain c* @ie co*pete @ith2 c* sie stone co*pete asper 8.8/D speci$ication

er"unni

ng&etre

8roviin' r stone -haranarain c* @ie inc&in' 2c* sie stone ai in ce*ent*orrte 1B3 (1 ce*entB 3 san)co*pete as per 8.8/Dspeci$ication

er"unni

ng&etre

8roviin' r stone -haranarain 35 c* @ie co*pete @ith2 c* sie as per 8.8/Dspeci$ication

er"unni

ng&etre


116/214

8


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

6.17 25.0 115.208roviin' r stone -haranarain 35 c* @ie inc&in' 2c* sie stone ai in ce*ent*orrte 1B3 (1 ce*entB 3 san)co*pete as per 8.8/Dspeci$ication

er"unni

ng&etre


117/214

Chapter 7

8I8E CUL>ER#S

Description Unit

7.1 1155 ; 055 E:cavation $or Str&ct&res

Cum 128.15 128.15

7.2 1155 ; 655 +ein' $or 8ipe

(i)

"ate a$ )er item o.11.47>> Cum 346.10 2,/./0

(ii) #pe + (!irst Cass) +ein'

"ate a$ item o.11.27>or7>> Cum 4/./5 522.5

7.0 11155

Sr.

No.

Re$erence to"ORD

Speci$ications

La%o&r

Rate

#hro&'h

Rate Re*ars

*art%or in eca:ation forfoundation of $tructure$ u)to 3 mde)t% a$ )er draing and tec%nical$)ecification Clau$e 1104 includding$etting out, con$truction of $%oringand #racing, remo:al of $tum)$ andot%er deleteriou$ matter, dre$$ing of$ide$ and #ottom and #acfilling it%a))ro:ed material.

Rate asapplicablefor thetype ofsoil/rockare to betaken

#pe A (Concrete Crae)+ein'

Lain' concrete crae%ein' @ith ".1 GraeCe*ent concrete as perca&se 115(I)

Lain' (Ist cass) %ein' on@a co*pacte san*oor&* or approve'ran&ar *ateria as perca&se 115(ii)

8roviin' an ain' rein$orce

ce*ent concrete pipe N82 as peresi'n in sin'e Ro@.


118/214

100


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

A 1200mm dia &etre /6.15 3,013./0

B 1000mm dia &etre 4/./0 2,2/5./0

C 00mm dia &etre 38.25 1,/5./0

/50mm dia &etre 28.65 1,254.05

* 600mm dia &etre 22.0 33./0

7. 1155

A 1200mmdia &etre 182.80 6,058.40

B 1000mm dia &etre 114.5 4,56./0

C 00mm dia &etre 2.00 3,66.0

/50mmdia &etre 5/.50 2,50/.0

* 600mm dia &etre 4/.50 1,868./0

7. 1155

ro:iding and la'ing reinforcedcement concrete )i)e 2 forcul:ert$ on fir$t cla$$ #edding ofgranular material in $ingle roincluding fiing collar it% cementmortar 12 #ut ecluding eca:ation,)rotection or, #ac filling, concreteand ma$onar' or in %ead all$and )ara)et$ clau$e 1108.

8roviin' an ain'rein$orce ce*ent concretepipe N82 $or c&verts on $irstcass %ein' o$ 'ran&ar*ateria in o&%e ro@inc&in' $i:in' coar @ithce*ent *ortar 1B2 %&te:c&in' e:cavation,protection @or, %ac $iin',concrete an *asonar @orin hea @as an parapets

ca&se 1153.

8roviin' an Lain' Rein$orceCe*ent Concrete 8ipe N80 as peresi'n in Sin'e Ro@


119/214

101


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

A 1200 mm dia &etre /6.15 4,005.0

B 1000 mm dia &etre 4/.0 3,/03.50

C 00mm dia &etre 38.25 3,088.0

/50 mm dia &etre 28.65 2,312.80

* 600mm dia &etre 22.0 1,/2.80

7.3 1155

A 1200 mm dia &etre /6.15 4,/31.0

B 1000 mm dia &etre 4/.0 3,45.50

C 00mm dia &etre 38.25 3,5/2.0

/50mm dia &etre 28.65 2,48.05

* 600 mm dia &etre 22.0 2,458.10

ro:iding and la'ing reinforcedcement concrete )i)e 3 forcul:ert$ on fir$t cla$$ #edding ofgranular material in $ingle roincluding fiing collar it% cementmortar 12 #ut ecluding eca:ation,)rotection or$, #acfilling,concrete and ma$onr' or$ in %eadall$ and )ara)et$ Clau$e 1106.

8roviin' an Lain' Rein$orceCe*ent Concrete 8ipe N8 as peresi'n in Sin'e Ro@

ro:iding and la'ing reinforcedcement concrete )i)e 4 forcul:ert$ on fir$t cla$$ #edding of

granular material in $ingle roincluding fiing collar it% cementmortar 12 #ut ecluding eca:ation,)rotection or$, #acfilling,concrete and ma$onr' or$ in %eadall$ and )ara)et$ Clau$e 1106.


120/214

102


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

7.4 1155

A 1200 mm dia &etre 182.80 8,042.80

B 1000 mm dia &etre 114.5 /,426.25

C 00mm dia &etre 2.00 6,13.35

/50mm dia &etre 5/.50 4,625.40

* 600mm dia &etre 4/.50 3,586.0

7.6 1155

A 1200 mm dia &etre 182.80 ,44.80

B 1000 mm dia &etre 114.5 /,10.25

C 00 mm dia &etre 2.00 /,161.30

/50mmdia &etre 5/.50 5,85.0

* 600mm dia &etre 4/.50 4,1/.0

8roviin' an Lain' Rein$orceCe*ent Concrete 8ipe N80 as perDesi'n in Do&%e Ro@

ro:iding and la'ing reinforcedcement concrete )i)e 3 forcul:ert$ on fir$t cla$$ #edding ofgranular material in dou#le roincluding fiing collar it% cementmortar 12 #ut ecluding eca:ation,)rotection or$, #acfilling,concrete and ma$onr' or$ in %eadall$ and )ara)et$ a$ )er Clau$e1106.

8roviin' an Lain' Rein$orceCe*ent Concrete 8ipe N8 as perDesi'n in Do&%e Ro@

ro:iding and la'ing reinforcedcement concrete )i)e 4 forcul:ert$ on fir$t cla$$ #edding ofgranular material in dou#le roincluding fiing collar it% cementmortar 12 #ut ecluding eca:ation,)rotection or$, #acfilling,concrete and ma$onr' or$ in %eadall$ and )ara)et$ a$ )er Clau$e1106.


121/214

103


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

7.7 1155

A 500 mm dia &etre 21.45 /56.30

B 300mm dia &etre 1/.20 510.10

7.15 1155

A 500 mm dia &etre 21.45 1,482.30

B 300mm dia &etre 1/.20 8/3.10

7.11 1155

7A 500 mm dia &etre 21.45 2,08/.30

7B 300mm dia &etre 1/.20 1,236.10

Lain' Ce*ent Concrete 8ipe N82(%&rrie con&its) on $irst cass%ein' o$ 'ran&ar *ateriainc&in' $i:in' coar @ith ce*entsan *ortar 1B2 %&t e:c&in'e:cavation, protection @ors,%ac$iin', concrete an*asonar @or in hea @a anparapets




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104


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

7.12 1155 ; 655

"ate a$ )er item o.11.4-171 Cum 346.10 2,28.35

7.10 1155 ; 355

(A)

cum 551.80 3,221.45

(+)

cum 62/.80 3,62.10

7.1 1155 ; 455

(A) In 1B ce*ent *ortar

cum /56.10 2,338.00

(+)

cum 85.30 2,88.55

7.1 1155 ; 355

258.10 36.50

8ain Ce*ent Concrete "15 (1B0B3no*ina *i:) in evein' co&rse%eo@ open $o&nation o$ ea@as as per ra@in's ; #echnicaSpeci$ication Ca&se 1157

+ric "asonr /or in ce*ent*ortar in $o&nation o$ ea @asco*pete e:c&in' pointin' anpasterin' as per ra@in' antechnica speci$ication Ca&se1157

+ric "asonr in 1B ce*ent*ortar

"ate a$ )er item o.11.5 7iiC%a)ter 11

+ric "asonr in ce*ent9i*e *ortar (1B5.B.)

"ate a$ )er item o.11.5 7iiiC%a)ter 11

Stone "asonr /or in ce*ent*ortar in $o&nation o$ ea @as

co*pete as per ra@in' antechnica speci$ication Cas&e1157

"ate a$ )er item o.11.6 7>>7ii C%a)ter 11

In ce*ent9i*e *ortar(1B5.B.)

"ate a$ )er item o.11.6 7>>7:i C%a)ter 11

8ointin' @ith Ce*ent "ortar (1B0)on %ric@or as per technicaspeci$ication Ca&se 310.0

"ate a$ )er item o.12.2 of C%a)ter12

10$


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Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

7.13 1155 ; 355

352.80 1,042.50

7.14 1155 ; 055

cum 4/./5 522.5

7.16

m 23.80 223.00

8asterin' @ith Ce*ent "ortar(1B), 1 ** thic on %ric@or ins&%str&ct&re as per technicaspeci$ication

"ate a$ )er item o.12.3 of C%a)ter12

10$


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Chapter 15

#RA!!IC SIGNS, "AR-INGS AND O#ER ROAD A88UR#ENANCES

Description Unit

15.1 1455

i) 0.30 0.40

ii) En'ish an Ro*an

0.20 0.25

15.2 1455, 055, 655 #ra$$ic Si'ns

A.

Sr.

No.

Re$erence to"ORD

Speci$ications

La%o&r

Rate

#hro&'h

Rate

Re*ar

8rintin' Ne@ Letters an!i'&res o$ an Shae

rinting ne letter and figure$ ofan' $%ade it% $'nt%etic enamel)aint #lac or an' ot%er a))ro:edcolour to gi:e an e:en $%ade a$)er draing$ and ec%nicalS)ecification Clau$e 1/01

ini ("atras co**asan the ie not to %e

*eas&re an pai $or.a$ etters sha %eco&nte as ha$ on)

er.Cm%eig%t

)er letter

')%en$, comma$ and t%elie not to #e mea$ured and)aid for.

er.Cm%eig%t

)er letter

Retro9re$ectorise #ra$$ic

Si'ns


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108


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'h

RateRe*ar

71

i *ac% 114.35 1,02.40

ii *ac% 114.35 1,860.20

iii 600 mm circular *ac% 114.35 1,88/.85

i: *ac% 114.35 1,30./5

: *ac% 114.35 1,885.00

:i *ac% 114.35 1,04.60

:ii *ac% 114.35 1,/2.55

ro:iding and fiing of retro-reflectori$ed cautionar',mandator' and informator'$ign a$ )er >"C6/ made ofenca)$ulated len$ t')ereflecti:e $%eeting :ideClau$e 1/01.2.3 fied o:eraluminium $%eeting, 1.5 mmt%ic $u))orted on a mild$teel angle iron )o$t /5 mm /5 mm 6 mm firml' fiedto t%e ground #' mean$ of)ro)erl' de$ignedfoundation it% &15 gradecement concrete 450 mm 450 mm 600 mm, 600 mm

#elo ground le:el a$ )erdraing$ and ec%nicalS)ecification Clau$e 801

00 mme


126/214

10


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'h

RateRe*ar

72

i *ac% 6.50 1,4/4.0

ii *ac% 6.50 1,432./0

iii 600 mm circular *ac% 6.50 1 ,38./5

i: *ac% 6.50 1,503.25

: *ac% 6.50 1,45/.50

:i *ac% 6.50 1,4//.10

:ii *ac% 6.50 1,545.05

ro:iding and fiing of retro-reflectori$ed cautionar',mandator' and informator'$ign a$ )er >"C6/ made ofenca)$ulated len$ t')ereflecti:e $%eeting :ideClau$e 1/01.2.3, fied o:eraluminium $%eeting, 1.5 mmt%ic $u))orted on 9> )i)e50 mm dia firml' fied to t%eground #' mean$ of)ro)erl' de$ignedfoundation it% &-15 gradecement concrete 450 mm 450 mm 600 mm, 600 mm#elo ground le:el a$ )er

draing$ and ec%nicalS)ecification Clau$e 1/01

00 mme


127/214

110


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'h

RateRe*ar

73

i *ac% 135.15 1,213.25

ii *ac% 135.15 1,1/1.00

iii 600 mm circular *ac% 135.15 1,18./0

i: *ac% 135.15 1,241.60

: *ac% 135.15 1,15.85

:i *ac% 135.15 1,215.45

:ii *ac% 135.15 1,283.40

Note:

ro:iding and fiing of retro-reflectori$ed cautionar',mandator' and informator'$ign a$ )er >"C6/ made ofenca)$ulated len$ t')ereflecti:e $%eeting :ideClau$e 1/01.2.3, fied o:eraluminium $%eeting, 1.5 mmt%ic $u))orted on "CCo$t 100 mm 100 mmfirml' fied to t%e ground #'mean$ of )ro)erl' de$ignedfoundation it% &15 gradecement concrete 450 mm 450 mm 600 mm, 600 mm#elo ground le:el a$ )er

a))ro:ed draing Clau$e1/01

00 mme


128/214

111


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'h

RateRe*ar

!

"

+.

i *ac% 105./5 1,66.40

The rate for e+cavation, cementconcrete >(%, 2-- >(% in /ub(structure, steel re(inforcementand painting may be taken fromrespective -hapters.

The depth of foundation and*uantity of cement concrete in thefoundation are indicative. Thesemay be increased for areashaving higher wind velocities likein coastal areas. This isapplicable to all road signs anddirections boards.

Se*i Re$ective #ra$$ic

Si'ns

ro:iding and fiing of $emireflecti:e cautionar',mandator' and informator'$ign #oard a$ )er >"C6/made of 1.5 mm t%ic &SS%eet dul' $to:e %itecolour in front and gra'colour on #ac it% redreflecti:e #order of 65 mmidt% and re


129/214

112


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'h

RateRe*ar

ii *ac% 105./5 1,541.50

iii 600 mm circular *ac% 105./5 1,642.0

i: *ac% 105./5 1,800.25

: *ac% 105./5 1,632.50

:i *ac% 105./5 1,/40.40

:ii *ac% 105./5 1,53.60

Note:

!

"

15.0 1455, 655 ; 055

A.

600 mme./. /heet givenat i to viii may be adopted as

per site re*uirement and inaccordance with I2-()$.

The rate for e+cavation, cementconcrete >(%, and painting maybe taken from respective-hapters.

The depth of foundation and

*uantity of cement in thefoundation are indicative. Thesemay be increased for areashaving higher wind velocities like

Direction an 8aceIenti$ication si'ns &pto 5.7s* si?e %oar

Retro9re$ectorise #ra$$icSi'ns


130/214

113


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'h

RateRe*ar

7i S


131/214

114


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'h

RateRe*ar

7iii S%, 2-- >% in /ub(structure, steel re(inforcementand painting may be taken fromrespective -hapters.

The depth of foundation and*uantity of cement concrete in thefoundation are indicative. Thesemay be increased for areashaving higher wind velocities like

in coastal areas. This isapplicable to all road signs anddirections boards.

Se*i9re$ective #ra$$ic


132/214

115


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'h

RateRe*ar

*ac% 120.40 2,583.35

Note:

15. 1455, 655 ; 055

A.

Direction an paceinenti$ication si'ns &p to5.7 s* si?e %oar

ro:iding and erectingdirection and )laceidentification$ of $emireflecti:e $ign #oard$ a$ )er>"C6/ made of 2 mm t%ic&.S. S%eet dul' $to:eenameled )aint in %itecolour in front and gre'colour on #ac it% redreflecti:e #order of /0 mmidt% and re


133/214

116


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'h

RateRe*ar

7i S


134/214

11/


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'h

RateRe*ar

7iii S%, 2-- >% in /ub(structure, steel re(inforcementand painting may be taken fromrespective -hapters.

The depth of foundation and*uantity of cement concrete in thefoundation are indicative. Thesemay be increased for areashaving higher wind velocities likein coastal areas. This is

applicable to all road signs anddirections boards.

Se*i9Re$ective #ra$$icsi'ns


135/214

118


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'h

RateRe*ar

*ac% 141.00 2,88/.45

Note:

15. 1455

Direction an paceienti$ication si'ns *orethan 5.75 s* si'n %oar

ro:iding and erectingdirection and )laceidentification of $emireflecti:e $ign #oard$ a$ )er>"C-6/ made of 2 mm t%ic

&.S. S%eet dul' $to:eenameled )aint %ite colourin front and gre' colour on#ac it% reflecti:e #orderof /0 mm idt% andre


136/214


137/214

120


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'h

RateRe*ar

S"C25,fied in )o$ition including fini$%ingand lettering #ut ecluding)ainting a$ )er draing andec%nical S)ecification Clau$e1/04


138/214

121


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'h

RateRe*ar

Note:

!

15.12 1455, 655 ; 055

."mt. 2/.10 313./0

Note:

15.10 1455, 655 ; 055

In case of soft ground, a properfoundation may be provided as

per approved design. In casefoundation is re*uired to be

provided, the items of e+cavationand foundation concrete arere*uired to be measured and paidseparately.

In case local stone is to be usedin place of precast 2-- stones,then rate of cement concrete andsteel reinforcement may bedeleted.

G.I +ar%e /ire !encin' 1.2 *

hi'h

ro:iding and fiing 1.2 m %ig% 9>#ar#ed ire fencing it% 1.8 m"CC )o$t$ 150 mm 150 mm)laced e:er' 3 m centre-to-centrefounded in &15 grade cementconcrete, 0.6 m #elo groundle:el, e:er' 15t% )o$t, la$t #utone end )o$t and corner )o$t$%all #e $trutted on #ot% $ide$and end )o$t on one $ide onl'and )ro:ided it% %ori=ontalline$ and 2 diagonal$ intero:en

it% %ori=ontal ire$, fied it% 9>$ta)le$, turn #ucle$ etc.com)lete a$ )er Clau$e 1/05.

-ost of e+cavation for foundation and foundationconcrete to be added separately in the costestimate as per approved design. The rate forthese items may be taken from respective-hapters.

G.I +ar%e /ire !encin' 1.6 *

hi'h


139/214

122


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'h

RateRe*ar

"mt 3/.30 433.40

Note:

15.1 1455, 655 ;055

"mt 60./0 1,436./0

15.1 1455, 655 ; 055

ro:iding and fiing 1.8 m %ig% 9>#ar#ed ire fencing it% 2.4 m"CC &15 grade 150 mm 150mm concrete )o$t )laced e:er' 3m centre-to-centre founded in&15 grade cement concrete, 0.6m #elo ground le:el, e:er' 15t%)o$t, la$t #ut one end )o$t andcorner )o$t $%all #e $trutted on#ot% $ide$ and end )o$t on one$ide onl' and )ro:ided it% 12%ori=ontal line$ and 2 diagonal$intero:en it% %ori=ontal ire$,fied it% 9> $ta)le$, turn #ucle$etc. com)lete a$ )er Clau$e1/05.

-ost of e+cavation for foundation and foundationconcrete to be added separately in the costestimate as per approved design. The rate forthese items may be taken from respective-hapters.

#&%&ar Stee Raiin' on"ei&* /ei'ht Stee Channe(IS"C series) 155 ** : 5 **

ro:iding, fiing and erecting 50mm dia $teel )i)e railing in 3 ro$dul' )ainted on medium eig%t$teel c%annel$ 7>S&C $erie$ 100mm 50 mm, 1.2 m %ig% a#o:eground, 2 m centre-to-centre,com)lete a$ )er a))ro:eddraing$ Clau$e 1/06

#&%&ar Stee Raiin' on8recast RCC posts, 1.2 * hi'ha%ove Gro&n Leve


140/214

123


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'h

RateRe*ar

."mt. /6.60 1,1/2.15

15.13 1455

*ac% 1,641.00 ,142./5

ro:iding, fencing and erecting 50mm dia )ainted $teel )i)e railingin 3 ro$ on )reca$t &-20 grade"CC :ertical )o$t$ 1/5 mm 1/5mm 1.8 m %ig% 71.2 m a#o:e9l it% 3 %ole$ 50 mm dia for)i)e, fied 2 m centre-to- centrecom)lete a$ )er a))ro:eddraing$ Clau$e 1/06

8roviin' an !i:in' Lo'o o$8"GS 8roect

ro:iding and fiing of t')ical&9SG informator' $ign #oardit% Logo a$ )er &@"

$)ecification$ and draing. %ree&S late$ of 1.6 mm t%ic, to)and middle )late dul' elded it%&S flat iron 25mm 5m $i=e on#ac on edge$. %e loer )lateill #e elded it% &S angle ironframe of 25mm 25mm 5mm.%e angle iron frame of t%e loermo$t )late and flat iron frame ofmiddle )late ill #e elded to 2no$. /5mm /5 mm of 12 S(9$%eet tu#e$ )o$t$ dul' em#eddedin cement concrete &-15 grade#loc$ of 450mm 450mm 600mm, 600mm #elo groundle:el. %e to) mo$t diamond)late ill #e elded to middle)late #' 4/mm 4/mm of 12S(9 $teel )late tu#e. All &.S.ill #e $to:e enameled on #ot%$ide$. Lettering and )rintingarro$, #order etc. ill #e )aintedit% read' mied $'nt%eticenamel )aint of $u)erior


141/214

124


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'h

RateRe*ar

Note:

15.14 S&''estive #ra$$ic Cone

*ac% 1.10 46/.55

15.16 S&''estive R&*%e Strips

S


142/214

125


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'h

RateRe*ar

*ac%

a i:er$ion one m a%ead

# raffic $ign a%ead

c "oad a%ead clo$ed

d &en at or

e "oad narrof n-e:en road

g Sli))er' road

% Loo$e c%i))ing$

i i:er$ion

? o not enter

"oad clo$ed

l Sto)

m Slo

n S)eed limit

Note:

15.25 S&''estive

ro:i$ion and fiing of traffic $ign$for limited )eriod at $uita#lelocation$ in con$truction =onecom)ri$ing of arning =one,a))roac% tran$ition =one, oring=one and terminal tran$ition =oneit% a minimum di$tance of 2-3 mfrom t%e edge of t%e carriagea'.%e #ottom edge of t%e loe$t$ign )late to #e not le$$ t%an 2 ma#o:e t%e road le:el, fied on 600mm 600 mm 6 mm angle iron)o$t, founded and in$talled a$ )era))ro:ed de$ign and draing$,remo:ed and di$)o$ed of aftercom)letion of con$truction or,

all a$ )er >"CS55-2001.

+olloing t')e$ of $ign$ arere


143/214

126


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'h

RateRe*ar

*ac% 2.5 202.60ro:iding and fiing of road $tud100 100 mm die ca$t inaluminium, re$i$tant to corro$i:eeffect of $alt and grit, fitted it%len$e reflector$, in$talled inconcrete or a$)%altic $urface #'drilling %ole$ 30 mm u)to a de)t%of 600 mm and #edded in a$uita#le #ituminou$ grout ore)o' mortar, all a$ )er BS8/37art 4 1/3.


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126

Chapter 11

!OUNDA#ION

Description Unit

11.1 055 E:cavation $or Str&ct&res

I. Orinar soi

7i )to 3 m de)t% Cum 128.15 --

Note:

!

"

7ii 3 m to 6 m de)t% Cum 152.20 --

Sr.

No.

Re$erence to"ORD

Speci$ications

La%o&r

Rate

#hro&'h

Rate Re*ars

*art%or in eca:ation for$tructure$ a$ )er draing andtec%nical $)ecification$ Clau$e305.1 including $etting out,con$truction of $%oring and#racing, remo:al of $tum)$ andot%er deleteriou$ material anddi$)o$al u)to a lead of 50 m,dre$$ing of $ide$ and #ottom and#acfilling in trenc%e$ it%eca:ated $uita#le material.

-ost of dewatering may beadded, where re*uired, up to 0

per cent of labour cost.6ssessment for dewatering shallbe made as per site conditions.

The cost of shoring andshuttering, where needed, maybe added B " per cent on cost ofe+cavation for open foundation.

The e+cavated earth if foundsuitable, can be used partly forbackfilling in trenches A partly forroad work. 1ence cost ofdisposal has not been addede+cept for marshy soil. This note

is common to all cases of item. e+cluding . C


145/214

12/


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

Note:

!

II.

)to 3 m de)t% Cum 160.20 --

Note:

III. ar roc (re&irin' %asti Cum 213./5 2/.60

Note:

I>. ar roc (%astin' prohi% Cum 80.10 443.10

Note:

>. "arsh soi Cum 240.25 --

Note:

!

"

-ost of dewatering may beadded, when needed, up to %

per cent of labour cost.

-ost of shoring and shuttering,where needed, may be taken B0 per cent on cost ofe+cavation for open foundation.

Orinar roc (notre&irin' %astin')

-ost of dewatering upto 0 per cent of labourcost may be added, where re*uired as per sitecondition.

-ost of dewatering B 0 per cent of a


146/214

128


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

&

11.2 055 ; 1255

I. San $iin' Cum 4/./5 522.5

II. Cum 82.15 --

Note:

!

11.0 055 ; 1255

8.C.C 'rae " 1

Cum 40/.00 2,48./0

>arshy soil is generaly availableupto " m depth. The rate has,therefore, been done upto " mdepth of e+cavation. =or deepere+cavation refer analysis in item..

!iin' in $o&nation trenchesas per ra@in' an technicaspeci$ication Ca&se 05.0.7

Earth $iin' (!or *arsh

soi)

-ost of transportation of good*uality earth has not beenincluded. ;nly labour forcarrying carted earth with a leadof %0 m to the foundation pits hasbeen taken in the rate. The costof carted earth may be workedout separately if the same is notavailable from the ad@oining area.

5ackfilling of foundation trenchesshall normally be done withe+cavated earth. The cost of thisoperation is included in item ..

;nly in case the e+cavatedearth is not of suitable *uality,sand filling or backfilling withcarted earth may be resorted to

!iin' ann&ar space aro&n$ootin' in roc as per technicaspeci$ication Ca&se 1250..0.

ominal mi 12.557andmiing


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12


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

11. 655 ; 1255

I. 8.C.C 'rae " 15

7i ominal mi 136 Cum 346.10 2,28.35

7ii Cum 40/.00 2,8/.40

II. 8.C.C 'rae " 1

7i ominal mi 712.55 Cum 346.10 2,/./0

7ii Cum 40/.00 2,48./0

III. 8.C.C. 'rae " 25

7i ominal mi 7124 Cum 346.10 3,424.50

7ii Cum 40/.00 3,3/5.50

I>. R.C.C 'rae " 25 1B2B Cum 36/.5 3,55./0

>. Cum 36/.05 3,4.40

vi 8CC 'rae "91(1B2.B) Cum 346.10 2,/3.40

11. 355 ; 1255

>. Cum 551.80 3,423.25

S&%9anasis

Cum 11.00 2,33.00

>>. Cum 551.80 3,221.45

8roviin' concrete $orpain


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Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

S&%9anasis

Cum 11.00 2,26.00

>>>. Cum 626.80 3,62.10

S&%9anasis

Cum 355.85 3,582.85

11.3 455 ; 1255

I.

7i >n 13 cement mortar Cum 822.55 2,/55.30

7ii >n 14 cement mortar Cum 822.55 2,503.00

7iii >n 15 Cement mortar Cum 822.55 2,36/.20

7i: >n 16 Cement mortar Cum 822.55 2,250.80

7: >n 18 Cement mortar Cum 822.55 2,134.35

7:i Cum 328.0 3,012.60

Note:

II.

7i >n 13 cement mortar Cum /56.10 2,615.50

7ii >n 14 cement mortar Cum /56.10 2,338.00

7iii >n 15 cement mortar Cum /56.10 2,188.60

Cement mortar 14 71 cement 4$and

Bric ma$onr' in cement-lime-mortar 710.54.5

Cement-lime-mortar 10.54.5 71cement 0.5 lime )utt' 4.5 $and

Stone *asonr @or in ce*ent*ortar in $o&nation co*pete

as per ra@in' an technicaspeci$ications Ca&ses 452,45, 1252 ; 1250.

Co&rse r&%%e *asonr(1st sort)

>n cement-lime-$andmortar 710.54.5

uantity of re*uired chips has not been providedfor separately as it is assumed that the same willbe availble from dressing of stones

Co&rse r&%%e *asonr(2n sort)


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Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

7i: >n 16 cement mortar Cum /56.10 2,060.50

7: >n 18 cement mortar Cum /56.10 1,32.45

7:i Cum 85.30 2,88.55

III. Rano* R&%%e "asonr

7i >n 13 cement mortar Cum 64.35 2,540.50

7ii >n cement mortar 14 Cum 64.35 2,263.05

7iii >n cement mortar 15 Cum 64.35 2,113.60

7i: >n cement mortar 16 Cum 64.35 1,85.60

7: Cum //.50 2,823.60

Note:

11.4 1555 ; 1255 onne 1,3/6.80 64,142.80

11.6 1555 ; 1255 onne 1,3/6.80 64,142.80

11.7 1555 ; 1255 onne 1,3/6.80 61,3/0.80

>n cement-lime-mortar710.54.5

>n cement lime mortar710.54.5

uantity of re*uired chips has not been providedfor separately as it is assumed that the same willbe availble from dressing of stones

S&ppin', $ittin' an pacin'SD %ar rein$orce*ent in$o&nation co*pete as perra@in's an technicaspeci$ications Ca&ses 1555an 1252

S&ppin', $ittin' anpacin'#"# %ar rein$orce*entin $o&nation co*pete as perra@in's an technicaspeci$ications Ca&ses 1555an 1252

S&ppin', $ittin' an pacin'"S %ar rein$orce*ent in

$o&nation co*pete as perra@in's an technicaspeci$ications Ca&ses 1555an 1252


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Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

11.15 655 ; 1255 Cum 346.10 2,33/.20

11.11 655 ; 1255 Cum 346.10 2,346.15

11.12 655 ; 1255 Cum 346.10 2,068.20

11.10 655 ; 1255 Cum 346.10 1,33.60

11.1 655 ; 1255 Cum 346.10 2,08/.10

8roviin' an Lain' concrete$or pain


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133


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

11.1 655 ; 1255 Cum 346.10 2,30.20

11.13 655 ; 1255 Cum 482.5 1,84/.30

8roviin' an Lain' ce*entconcrete 1BB6 @ith 1 pa*san c&rin' co*pete inc&in'the cost o$ $ar*@or $orpain


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134

Chapter 12

SU+S#RUC#URE

Description Unit

12.1 355

>. >n 13 cement mortar Cum 5/.35 3,54.40

>>. >n 14 Cement mortar Cum 5/.35 3,382.50

>>>. >n 15 cement mortar Cum 5/.35 3,268.40

S&%9anasis

11.00 1,53.00

>D. Cum 658.15 3,810.60

12.2 355 10 S


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135


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

12. 355 10 Sn 13 cementmortar

>n 14 cementmortar

>n cement mortar

715

>n cement limemortar 716

>n cement limemortar 718

>n cement limemortar 7154.5


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136


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

II.

7i Cum /3.0 2,/46.25

7ii Cum /3.0 2,454.0

7iii Cum /3.0 2,28.00

7i: Cum /3.0 2,163.55

7: Cum /3.0 2,02.10

7:i Cum 02.25 3,043.50

III.

7i Cum /2.05 2,66/.55

7ii Cum /2.05 2,3/6.20

7iii Cum /2.05 2,21.30

7i: Cum /2.05 2,084.0

7: Cum 83/.40 2,64.80

12.6 655

!or hei'ht &pto *

I. 8.C.C 'rae " 1

7i Cum 366.10 3,1/0.60

II 8CC 'rae " 1

(i) Cum 430.50 3,118.85

Co&rse R&%%e*asonr (2n sort)

>n cement mortar713

>n 14 cementmortar

>n cement mortar715

>n cement mortar716

>n cement mortar718

>n cement lime

mortar 710.54.5Rano* r&%%e*asonr

>n cement mortar713

>n 14 cementmortar

>n cement mortar715

>n cement mortar716

>n cement limemortar 710.54.5

8ain


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13/


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

III. 8.C.C. 'rae " 25

(i) Cum 366.10 3,505.0

(ii) Cum 380.20 3,/61./0

I>

(i) Cum 430.50 3,5/0.30

(ii) Cum 44/.05 3,/0/.0

>

7i )to 5m %eig%t Cum 38.15 3,803.10

7ii 5m to 10m %eig%t Cum 404.15 3,4./0

7iii A#o:e 10m %eig%t Cum 423.10 4,135.00

>I

7i )to 5m %eig%t Cum 38.15 4,18/.30

7ii 5 to 10m %eig%t Cum 403.30 4,348./0

7iii A#o:e 10m %eig%t Cum 423.10 4,552./5

Note: i

ii

ominal mi 71247i u)to 5m %eig%t

ominal mi 1247and mied7iia#o:e 5m to 10m%eig%t

8.C.C. 'rae " 25(1B2B)

and mi u)to 5m%eig%t

and mi for %eig%t#e'ond 5m to 10m

R.C.C 'rae " 25(1B2B)no*ina *i:

RCC Grae "9

2(1B1.B0)

The cost of formwork has beenincreased for more height toaccount for cost of side supportto formwork.

?+tra e+penditure on structures

which are more than % mheight is to cater for costinvolved for approaching the


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138


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

12.7 1555 onne 1,444.60 64,210.60

12.15 1555 onne 1,444.60 64,210.60

12.11 1555 onne 1,444.60 61,438.60

12.12 355 o$. 6.35 18./0

S&ppin', $ittin' an pacin'SD %ar rein$orce*ent (!e1) in s&%str&ctr&eco*pete as per ra@in'san technica speci$icationCa&ses 1552, 155, 1515 ;1252

S&ppin', $ittin' an pacin'#"# %ar rein$orce*ent (!e1) in s&%str&ctr&eco*pete as per ra@in'san technica speci$icationCa&ses 1552, 155, 1515 ;1252

S&ppin', $ittin' an pacin'@ith "S %ar rein$orce*ent(!e 1) in s&%str&ctr&eco*pete as per ra@in'san technica speci$icationCa&ses 1552, 155, 1515 ;1252

8roviin' @eephoes in %ric*asonr


157/214

13


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

12.10 355 o$. 5.00 253./0

12.1 1255

> 9ranular material Cum 164.50 481.30

>> Sand' material Cum 166.30 641.50

12.1 1255 Cum 16/.0 563.0

8roviin' @eaphoes in %ric*asonr < stone *asonr


158/214

140


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

12.13 1255 0.01 3.80

Note:

12.14 355

"mt 23.80 223.00

12.16 1255 *ac% 132.45 314./5

12.17 355 10S


159/214

141


Re$erence to"ORD

Speci$ications

La%o&rRate

#hro&'hRate Re*ars

12.21 Cum 3/2./5

12.22 Cum 5.10

A e:tra over ite*s o$Rein$orce*ent ce*entconcrete (%ea*s< co&*ns


160/214

143

Chapter 10

SU8ERS#RUC#URE

Description Unit

10.1 655

I. R.C.C 'rae " 25

(i)

> )to 5m %eig%t Cum 424.55 4,148.85

>> 5m to 10m %eig%t Cum 442.20 4,321./0

>>> A#o:e 10m %eig%t Cum 45.0 4,44.60

(ii)

> )to 5m %eig%t Cum 46.60 4,06/.20

>> 5m to 10m %eig%t Cum 48.20 4,236.65

>>> A#o:e 10m %eig%t Cum 508./0 4,406.10

(iii)

> )to 5m %eig%t Cum 424.55 3,3.60

>> 5m to 10m %eig%t Cum 442.20 4,160.00

>>> A#o:e 10m %eig%t Cum 45.0 4,326.40

II. R.C.C " 2 1B1.B0

> )to 5m %eig%t Cum 424.55 4,458.60

>> 5m to 10m %eig%t Cum 442.20 4,/25.5

>>> A#o:e 10m %eig%t Cum 45.0 4,15.00

Note:

Sr.

No.

Re$erence to"ORD

speci$ications

La%o&r

Rate

#hro&'h

Rate

8roviin' an ain'rein$orce ce*ent concrete ins&perstr&ct&re as per ra@in'an technica speci$icationsCa&ses 655, 125. an125.

!or no*ina *i:

1B2B

!or no*ina *i:1B2B (an *i:e)

!or esi'n *i: RCC" 25 1B2B

This analysis will hold good for concrete ofnominal mi+ ::" also


161/214

144


Re$erence to"ORD

speci$ications

La%o&rRate

#hro&'hRate

III. R.C.C. Grae " 05 1B1B0

> )to 5m %eig%t Cum 424.55 4,/6.80

>> 5m to 10m %eig%t Cum 442.20 4,68.50

>>> A#o:e 10m %eig%t Cum 45.0 5,16/.25

>D "CC 9rade & 30 112 Cum 353.80 3,/4.80

Note:

!

10.2 1555 onne 1,866.55 64,/84.55

10.0 1555 onne 1,866.55 64,/84.55

uantity of cement provided forvarious components of thesuperstructure is for estimating

purpose only. 6ctual *uantity ofcement will be as per approvedmi+ design. /imilarly *uantity for

corase and fine aggregates is forestimating purpose and thee+act *uantity shall be as perthe mi+ design use of design mi+in place of nominal mi+ ofconcrete of > !0 and highergrader shall be prepared.Nominal mi+ of grades > !0 and> !% is to be used withade*uate supervision and*uality control re*uirements-lause #0" technicalspecification

=or higher grades like > !% and> "0, if adopted, design mi+ isrecommended.

S&ppin', $ittin', an pacin'SD %ar rein$orce*ent ins&perstr&ct&re co*pete asper ra@in' an technicaspeci$ications Ca&ses 1552,1515 an 1252

S&ppin', $ittin', an pacin'#"# %ar rein$orce*ent ins&perstr&ct&re co*pete asper ra@in' an technicaspeci$ications Ca&ses 1552,1515 an 1252


162/214

145


Re$erence to"ORD

speci$ications

La%o&rRate

#hro&'hRate

10. 1555 onne 1,866.55 62,012.55

10. 655 Cum 34.60 8,43.05

10.3 655 "mt. 111.50 2,318./0

Cum 300.20 3,20/.0

Note:

!

10.4 1255 "mt. 124.60 2,8/2.85

Note:

S&ppin', $ittin', an pacin'"S %ar rein$orce*ent ins&perstr&ct&re co*pete asper ra@in' an technicaspeci$ications Ca&ses 1552,1515 an 1252

8roviin' an ain' ce*entconcrete @earin' co&rse " 05'rae inc&in' rein$orce*entco*pete as per ra@in' antechnica speci$icationsCa&ses 655 an 1253.0

Constr&ction o$ R.C.C. raiin'o$ " 2 'rae in cast9in9sit&@ith 25 ** no*ina si?ea''re'ate, tr&e to ine an'rae, toerance o$ verticaraiin' post not to e:cee 1 in55, centre9to9centre spacin'%et@een vertica posts not toe:cee 2555 ** as perra@in' an technicaspeci$ications Ca&ses 655,755 an 1256.0

S&% Anasis $or Rate o$Concrete

m length is the total linearlength adding both sides of !+!m span

uantities of material have beenadopted from standard plans of>;2T1 vide drawing No/D3!0!

8roviin' $ittin' an $i:in'*i stee raiin' co*pete as

Documents

HPSR 2009 Road schedule