Ramarajulanka - Gondi Bridge Estimate - 2014-15

7/24/2019 Ramarajulanka - Gondi Bridge Estimate - 2014-15

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Name of Work :

Revised Cost of RCC Plain Ended pipes

The rates of RCC Plain ended pipes as per SSR 2008-09 are based on the raw materials costs.

Cement (C1 !"!00

Steel (#S Rods (S1 !1"$00

The re%ised raw materials costs i.e." the rates adopted in the estimate.

Cement (C2 &"!00'.. RT )o. 2&9" *pril 201$" +t. 28.0$.201$

Steel (#S Rods (S2 !$"000

Total ,antit of Concrete re,ired (as per /S !$8 1988 Table 2 in P3.4 8

Dia)P Class pipes )P2 Class pipes )P2 Class Collars

5antit per 1 R# 5antit per 1 R# 5antit per each

00 ## dia 0.0!24! Cm. 0.0111 Cm. 0.00!2! Cm.TT60.!061.00060.0!0 TT60.061.00060.00 TT60.0060.1$060.00

!$0 ## dia 0.124$ Cm. 0.0$$ Cm. 0.00990 Cm.

TT60.$2$61.00060.04$ TT60.!8$61.00060.0$ TT60.!$060.20060.0$

&00 ## dia 0.18299 Cm. 0.09122 Cm. 0.01&09 Cm.

TT60.&8$61.00060.08$ TT60.&!$61.00060.0!$ TT60.&!060.20060.0!0

7 &0 3s. Cm. as per /S !$8 1988 Cl.!.$.1 P3.

Dia )P Class pipes )P2 Class pipes )P2 Class Collars

'mprovements to Ramara()lanka - *ondi road from km "+"! to &+35",Constr)tion of o/ evel Ca)se Wa0 # 2 $.3&m span in E.*.Dt.

W: ;ei3ht of Cement re,ired (3. per metre of pipe.


2/118

(Contd ;s.


00 ## dia (!$"000 -!1"$00 1000 (!$"000 -!1"$00 1000 (!$"000 -!1"$00 1000

6 2.$8 3s.= Rs 9."3 6 1.$4 3s.= Rs 5.5" 6 0.41 3s.= Rs !.#9

!$0 ## dia (!$"000 -!1"$00 1000 (!$"000 -!1"$00 1000 (!$"000 -!1"$00 10006 !.$4 3s.= Rs 1$."" 6 2.4$ 3s.= Rs 9.$3 6 1.!8 3s.= Rs 5.1%

&00 ## dia (!$"000 -!1"$00 1000 (!$"000 -!1"$00 1000 (!$"000 -!1"$00 1000

6 8.19 3s.= Rs !%.$& 6 !.2$ 3s.= Rs 1#.%% 6 1.89 3s.= Rs $.$!

de to chan3e in the cost of Cement = (C2-C11000 > ;c.


00 ## dia (&"!00 -!"!00 1000 (&"!00 -!"!00 1000 (&"!00 -!"!00 1000

61$.9 3s.= Rs 3".&% 611.20 3s.= Rs !!.#" 61.$ 3s.= Rs 3."$

!$0 ## dia (&"!00 -!"!00 1000 (&"!00 -!"!00 1000 (&"!00 -!"!00 1000

6!!.$$ 3s.= Rs %9.1" 619.21 3s.= Rs 3%.#! 6.$& 3s.= Rs &.1!

&00 ## dia (&"!00 -!"!00 1000 (&"!00 -!"!00 1000 (&"!00 -!"!00 10006&$.88 3s.= Rs 131.&$ 62.8! 3s.= Rs $5.$% 6$.49 3s.= Rs 11.5%

Re%ised Cost = Cost as per the SSR : R1 : R2

Re%ised Cost R1 : Aariation (increase decrease in cost (Rs. per metre

Re%ised Cost R! : Aariation (increase decrease in cost (Rs. per metre


3/118

R@ Section #aliBipram R@ Sb-di%ision Raole R@ +i%ision *malapram


4/118

6pei7ation Report to aompan0 t8e Estimate

Estimate mo)nt : Rs. !#!."" ak8s

1 ?arth worB e6ca%ation in all soils pto S+R

2 Aibrated cement concrete # 20 'rade Concrete for footin3s.

! Aibrated cement concrete # 2$ 'rade Concrete for Raft fondation

$ Aibrated cement concrete # 20 'rade for sbstrctre

& A.R.C.C. #2$ 3rade concrete for bed blocBs and bacBin3 walls

4 Drnishin3 and placin3 reinforced cement concrete ARCC # 2$ 3rade for decB sla

8 Plain cement concrete # 1$ 'rade Concrete below approach slab

9 A.R.C.C. #0 3rade concrete for approach slab10 A.R.C.C. #0 3rade concrete for wearin3 coat

11 Pro%idin3 EFS+ bars ( De-!1$ for fondation as sBin reinforcement

12 Pro%idin3 EFS+ bars ( De-!1$ for sb strctre

'mprovements to Ramara()lanka - *ondi road from km "+"! to &+35",Constr)tion of o/ evel Ca)se Wa0 # 2 $.3&m span in E.*.Dt.

The desi3ns for constrction of low le%el case wa !A > &.4m were appro%ed%ide #emo )o. 012&((+P+C?//+??-///*??-/2010" +t. 28.01.201 of the Chief?n3ineer (R@" +esi3ns Plannin3 win3" ?rrmmanil" Ederabad. *ccrodin3l thedetailed estimate was prepared based on 2008-09 SSR and sbmitted %ide Jr. )o.?stimatesEC2010-11" +t. 2$.02.201.

)ow the 'o%ernment of *.P. %ide '.. #s. )o.2" T"R@ (R./ +ept." dt.12.01.201$issed orders for adoption of #oRTE" 'o%t. of /ndia speciGcations and +ata for Road and@rid3e worBs in Roads @ildin3s +epartment" with crrent SSRs. *ccordin3l" theestimate is recasted with crrent common SSR for the ear 201!-1$. The estimate is prepared b adoptin3 the pro%isions as stated.

Plain cement concrete (1& nominal mi6 for le%ellin3 corse nder Raft and


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9 Pro%ision for +i%ersion of drain and Cross @nds

10 Pro%ision for Road Safet /nter%ensions liBe 'ide posts" delineators

11 Pro%ision for Pipes in CC approaches for dessipation of e6cess drain water drin3

12 Pro%ision for Car hire char3es" >ero6" +TP" nforeseen items and rondin3 oL

1 Pro%ision for *%a3ahana sadass1! Pro%ision for Car hire char3es" >ero6" +TP" nforeseen items and rondin3 oL

*sst. ?6ecti%e ?n3ineer (R@" +ept ?6ecti%e ?n3ineer (R@"

R@ Section #aliBipram R@ Sb-di%ision Raole

?6ecti%e ?n3ineer (R@" Sperintendin3 ?n3ineer (R@"

R@ +i%ision *malapram R@ Circle aBinada

The rates adopted in the estimate are as per SSR 201!-1$ and the worB will becarried ot as per rele%ant speciGcations of #RTE.


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*ENER 6;RC;

6 N< ';E= =N;

1 191!91%9

Sb Total 191!91%9

.6 Provisions

! Pro%ision towards A*T $H 95$#59

3 Pro%ision towards 5alit Control char3es 70.$H 95$#$# Pro%ision towards Price *dIstment 7 !.0H &$51$%

5 Pro%ision towards Sei3niora3e Char3es !313%&

$ Pro%ision for soil in%esti3ation and soil testin3 !"""""

& Pro%ision for Plon constrction !"""""

% Pro%ision for mastic pads and e6pansion Ioints 5""""

9 Pro%ision for *nchora3e arran3ements 1"""""1" Pro%ision for +i%ersion of drain and Cross @nds 15"""""

11 3"""""

1! 15""""

Nameof

Work:

'=PRNK6-*


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R'D*E DE;'ED C>= 6;RC; E6;'=;E

Name of /ork:-

S.)o. +escription of /tem )o. Jen3th @readth +epth 5antit Rate1 2 ! $ & 4 8

1

Raft 1 6 1 28.2&0 9.10 0.&0 1$!.

Dle6ible approns

*prons MS side 1 6 1 28.2&0 .00 ( 0.&0 $0.84

*prons +S side 1 6 1 28.2&0 &.00 ( 0.&0 101.4!

2 6 1 8.000 .10 1.&0 49.&

2 6 1 1$.000 2.0 1.&0 110.!

2 6 1 2&.000 2.0 1.&0 191.&

2 6 1 10.000 1.!0 1.10 0.8

$ 6 1 4.000 1.00 1.00 $

! 6 1 &.4$1 0.&0 0.&0 9.42

'=PRNK6-*


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2 6 1 8.000 .10 0.100 !.9&

2 6 1 1$.000 2.0 0.100 &.90

2 6 1 2&.000 2.0 0.100 11.9&

2 6 1 10.000 1.!0 0.100 2.80

$ 6 1 4.000 1.00 0.100 .$0

$%.$9

&9.00 $18.00

cm

Ct oL walls MS side 1 6 1 28.2& ( 0.&0 2.00 .91

Ct oL walls +S side 1 6 1 28.2& ( 0.&0 2.00 .91

Dor *btments 2 6 1 8.!$ ( 1.40 : 2.40 1.00 4.18

2

Dor Pier1st footin3 6 1 8.$0 2.&0 0.$0 .1$

2nd footin3 6 1 8.$0 1.80 0.$0 22.9$

2 6 1 8.00 .10 0.$0 2!.80Trep footin3 2 6 1 8.00 1.40 1.20 2.&!

2 6 1 1$.00 2.0 0.$0 !.$0

Trep footin3 2 6 1 1$.00 1.20 0.4$ 24.00

@od walls on *-side)on-%ented le%el portion

@od walls on S-side )on-%ented le%el portion@od walls on S-side )on-%ented le%el Rampportion@od walls on S-side )on-%ented le%el RampportionCross walls on S-side )on-%ented le%el Rampportion

irated ement onrete = !" *rade Conretesin3 !0mm " 20mm and10mm sie E@' crshed stone a33re3ate (Coarse a33re3ate conformin3 totable 1000-1 and Gne a33re3ate conformin3 to table 1000-2 incldin3cost"sei3nora3e and con%eance of all materials to site and all labor char3esfor machine mi6in3"lain3 in position" Compactin3 " Aibratin3 and crin3incldin3 all other incidental and all other operational char3es of TP re,iredetc." complete as per #oRTE SpeciGcation 1$00"1400" 2100 (!th Re%ision forfootins of )tments and Piers Raft )t-o /alls .

@od walls on *-side )on-

%ented le%el portion

@od walls on S-side )on-%ented le%el portion

@od walls on S-side )on-


9/118

Dor *btments 2 6 1 8.!$ ( 0.40 : 1.40 .1! &.&8

2

Dor Pier 6 1 4.$0 ( 0.4& : 1.00 .1! &2.14

2

Dor ct waters 6 1 ( 0.4&O2 : 1.0O2 .1! $.8!

! 6 2

2 6 1 8.00 0.88 2.00 28

2 6 1 1$.00 0.48 1.!$ .412$

2 6 1 2&.00 0.48 1.!$ $8.!$

2 6 1 10.00 0.$ 0.40 4.$

$ 6 1 4.00 0.$0 0.$0 8.4$2&4.9

!$%."" 4020.00

cm

&

pto $.0m hei3ht

10mm sie E@' crshed stone a33re3ate (Coarse a33re3ate conformin3 totable 1000-1 and Gne a33re3ate conformin3 to table 1000-2 incldin3cost"sei3nora3e and con%eance of all materials to site and all labor char3esfor machine mi6in3" lain3 in position"Compactin3" Aibratin3 and crin3incldin3 all other incidental and all other operational char3es of TP re,iredetc." complete as per #oRTE SpeciGcation 1$00"1400" 2200 (!th Re%ision for

6) str)t)re of a)tments piers and /in /alls.

@od walls on *-side )on-%ented le%el portion

@od walls on S-side )on-%ented le%el portion@od walls on S-side)on-%ented le%el Rampportion@od walls on S-side )on-%ented le%el RampportionCross walls on S-side )on-%ented le%el Ramp

portion

.R.C.C. =!5 rade onretesin3 20mm and 10mm sie SS$ E@' crshedstone a33re3ate incldin3 cost and con%eance of all materials to site"sei3niora3e char3es"labor char3es for machine mi6in3" lain3" compactin3"

crin3 etc"incldin3 all other incidental and operational char3es"TP char3esetc" complete bt e6cldin3 cost of steel and its fabrication char3es" as per#oRTE SpeciGcations 1$00"1400"2100(!th Re%isionDor ed loks F


10/118

2 6 1 4.$0 !.00 0.1$0 9.00

9.""

9.00 $8$&.00cm

9

Dor approach slab 2 6 1 !.0 4.$0 0.00 19.$

19.$

!"."" 4049.00

cm

10

%er decB slabs ! 6 1 &.4! 4.$0 0.04$ 1$.14

%er approach slabs 2 6 1 !.0 4.$0 0.04$ !.8!

!".""

20.00 402&.00

cm

11

nc en a an a o er opera ona c ar3es o re, re e c." comp e e asper #oRTE SpeciGcation 1$00"1400" 2100 (!th Re%ision for Je%ellin3 corsebelow a roach slab.Je%ellin3 corse belowapproach slab.

A.R.C.C. #0 3rade concrete sin3 20mm and 10mm sie SS$ E@' crshedstone a33re3ate incldin3 cost and con%eance of all materials to site"sei3niora3e char3es"labor char3es for machinemi6in3"lain3"compactin3"crin3 etc"incldin3 all other incidental andoperational char3es"TP char3esetc" complete bt e6cldin3 cost of steel andits fabrication char3es" as per #oRTE SpeciGcations 1$00"1400"240!(!th

stone a33re3ate incldin3 cost and con%eance of all materials to site"sei3niora3e char3es"labor char3es for machinemi6in3"lain3"compactin3"crin3 etc"incldin3 all other incidental andoperational char3es"TP char3esetc" complete bt e6cldin3 cost of steel andits fabrication char3es" as per #oRTE SpeciGcations 1$00"1400"2402(!thRe%ision. Dor Wearin oat.

Pro%idin3 ?B6D ars , @e-#15 of diLerent diameters" wro3ht and pt pbars of all diameters incldin3 cost and con%eance of steel to site and alllabor char3es for fabrication of reinforcement incldin3 cttin3 bendin3


11/118

@ed blocBsbacBin3 walls 1 11.41 100 B3scm 1141.20

2 6 1 $0 B3s 400.00

6 1 $0 B3s 10$0.00

1 6 1 200 B3s 200.00

1 6 1 00 B3s 00.00

1 6 1 $20 B3s $20.00

1 6 1 80 B3s 80.00

1 6 1 $0 B3s $0.00

1 6 1 1.8 B3s $&! 1.80

!04.00

#."%

or sa !.10 &!22!

#.T

1

char3es etc." and incldin3 o%er lappin3 weldin3 if re,ired etc." complete for allR.C.C items for Gnished item of worB as per standard drawin3s" as per thedirections of the ?n3ineer-in-Char3e and as per #oRTE speciGcation 1&002200 (!th re%ision and as per /.S.148& of 198$ for 6) str)t)re ofR.C.C items.

SBin reinforcement forabtments

SBin reinforcement forpiers

@od walls on *-side )on-

%ented le%el portion

@od walls on S-side)on-%ented le%el portion%ented le%el Rampportion)on-%ented le%el Rampportion%ented le%el Rampportion

Jon3itdinal Ioints for CCpa%ement

Pro%idin3 EFS+ bars (De-!1$ of diLerent diameters" wro3ht and pt p bars ofall diameters incldin3 cost and con%eance of steel to site and all laborchar3es for fabrication of reinforcement incldin3 cttin3" bendin3" bindin3 rods"tin3 3rills placin3 them in position etc complete incldin3 cost and


12/118

#.T

1!

*pproaches $ 6 0 0.$00 4$.00

CC pa%ement 11 6 28 0.$00 1$!.00

229.00 R#

881.&$ B3s0.90

#.T

1$

1 6 1 8.00 4.$00 1.$00 90.00

1 6 1 $1.00 4.$00 1.$00 $4.4$

(in between bod walls of non-%ented and ramp portion $$3.&5

or sa &&!.00 1!$!.00

cm

1&

Pro%idin3 Mncoated #ild Steel bars ( De-2$0 of diLerent diameters" wro3htand pt p bars of all diameters incldin3 cost and con%eance of steel to siteand all labor char3es for fabrication of reinforcement incldin3 cttin3"bendin3" bindin3 rods" tin3 3rills" placin3 them in position etc." complete

incldin3 cost and con%eance of bindin3 wire and all handlin3 char3es andoperational char3es etc." and incldin3 o%er lappin3 weldin3 if re,ired etc."complete for all R.C.C items for Gnished item of worB as per standard drawin3s"as per the directions of the ?n3ineer-in-Char3e and as per #oRTE speciGcation1&00 2200 !th Re%ision and as er /.S.148& of 198$ .

ak 7llin e8ind )tments with 3ra%el incldin3 cost "con%eance andsei3niora3e of all materials to site etc." complete as per Clase 410.1.! of/RC 48and as per #oRTE SpeciGcation )o. 2200 (!th Re%ision and as per+rawin3 and technical speciGcations for Gnished item of worB

/n between @od walls on*ppanaramni lanBa siden e ween o wa s onSaBinetipall side(1$:&

Pro%idin3 and lain3 7lter mediawith stone crshed a33re3ate satisfin3 there,irements laid down in Clase 2$0!.2.2 of #RTE speciGcations to athi B f t l th &00 ith ll i t d th il d bi


13/118

18

Dor ,adrants ! 6 1 14.4&0 0.0 21.1!1.31

22.00 2911.00

cm

19

Toe walls ! &.4$1 0.&00 0.&00 9.42

9.&!

or sa 10.00 2204.00

cm

20

*prons MS side 1 6 1 $1.2& .00 ( 0.90 18.!0

*prons +S side 1 6 1 $1.2& &.00 ( 0.90 24&.80

#15.!1

!1&.00 2180.00

cm

21

Pro%idin3 'roted Re%etment with ro3h stone other than 3ranite of not lessthan 00 mm sie 3roted with 0.20 cm of CC (1!8 incldin3 cost"sei3niora3e char3es and con%eance of materials to site and incldin3 laborchar3es for pacBin3 the stones for re%etment etc." complete for Gnished item ofworB as per #oRTE speciGcation 2$0! ( !thre%ision and as directed b the?n3ineer-in-Char3e for ,adrential re%etment.

Pro%idin3 ro3h stone re%elment other than 3ranite 00 mm thicB sin3 00mm ie ro3h stonne %arit incldin3 cost "sei3niora3e and con%eance of allmaterials to site " labor c3ar3es etc " complete as per #ST speciGcation no.

Pro%idin3 and lain3 bolders apron on ri%er bed for protectin3 a3ainst scorwith Iedd stone of !$0mm stone bolders wei3hin3 not less than !0 B3 eachcomplete as per #ST speciGcation no. 2$0!

Pro%idin3 1"" mm dia C pipes for /eep 8oles at 1.00 # CC in bothhoriontal and %ertical directions so that the weep holes in each horiontaldi ti i t d f th h l l i b d b l li h


14/118

SaBinetipall -S/+? 1 6 1 41.00 4.$0 0.10 $.2$

(in between bod walls of non-%ented and ramp portion

Road worB

CC Pa%ement 1 6 1 !1&.00 4.$0 0.10 12.00

#!3.""

or sa #!3."" 4653

cm

2!

*ppanaramnilanBa side 1 6 1 44.00 4.$0 0.20 11$.$0

SaBinetipall -S/+? 1 6 1 41.00 4.$0 0.20 10&.$0


Road worB

CC Pa%ement 1 6 1 !1&.00 4.00 0.20 $82.!0

80!.!0

or sa %"5."" &44.00cm

2$

12 6 1 4.00 -- 0.20 1&.80

1&.80

or sa 1&."" 991.00

s,m

Aibrated cement concrete # $ 3rade sin3 20mm 10mm E@' crshedstone a33re3ate (Coarse a33re3ate conformin3 to table 1000-1 and Gnea33re3ate conformin3 to table 1000-2 incldin3 cost" (e6cldin3 sei3niora3econ%eance of all materials to site and labor char3es" centerin3" machinemi6in3" lain3" %ibratin3" crin3 etc." incldin3 all other incidental andoperational char3es of all TP etc." complete for Gnished item of worB as per#oRTE speciGcation 1$00" 1400" 2100 2402 (!th Re%ision and asdirected b the ?n3ineer-in-Char3e for C.C Pa%ement.

Pro%idin3 2$.! mm mastic pads for Jon3itdinal Ioints" Trans%ersal e6pansionIoints and Constrction Ioints of appro%ed ,alit incldin3 cost" con%eanceand placin3 in position" etc." complete as directed b the ?n3ineer-in-char3e.


15/118

or sa #"!!."" !0.00

s,m

28

*ppanaramnilanBa side 1 6 1& -- 4.$0 -- 120.00

1 6 1 44.00 -- -- 44.00

SaBinetipall -S/+? 1 6 1& -- 4.$0 -- 120.00

1 6 1 41.00 -- -- 41.00


Road worB

CC Pa%ement 1 6 80 -- 4.00 -- $&0.00

1 6 1 !1&.00 -- -- !1&.00

1&!.00

1&!.00

or sa 13$#."" &0.00

R#

29

Saw cttin3 of concrete pa%ement sin3 a self propelled walB behind" petro electric powered saw of sitable capacit to 3i%e a Gnished 3roo%e of ! mmwidth and 1! to 1 depth in the cred concrete in the lon3itdinal and

trans%erse directions alon3 predetermined lines. The rate is inclsi%e of the costof consmable sch as dimond blade" masons en3a3ed for the marBin3 is alsodeemed to be inclded in the rate and porin3 of sealent in to the performed3roo%e. The rate is inclsi%e of cleanin3 of the 3roo%e of the sawin3 to remo%ean cementecos particles to 3i%e a clean srface and srface preperation ofthe sides of the 3roo%e to accommodate the sealent material etc. to 3i%e neatGnished looB incldin3 cost of sealent " hire and operational char3es of3enerator of ade,ate capacit and TP and other labor char3es for alloperations etc. complete

Dormin3 sholders with barrowed sefl selected earth ha%in3 #++ of not lessthan 1.4$ 'msCC from ot side road bondar b mechanical means with all

leads and lifts incldin3 prewaterin3 of soil at barrow area" remo%al of top soil"e6ca%ation of soils at barrowed area" con%eance of soil" depositin3 the soils onthe embanBment" spreadin3 soils" beaBin3 clods" sectionin3 and consoilidationwith %ibrator road roller 7 #C to meet re,irement of table 00-2 of#oRTE" incldin3 all hire and operational char3es of TP and complete for


16/118

& Pro%ision for mastic pads and e6pansion Ioints

4 Pro%ision for *nchora3e arran3ements

8 Pro%ision for +i%ersion of drain and Cross @nds

9 Pro%ision for Road Safet /nter%ensions liBe 'ide posts" delineators

!0 Pro%ision for Pipes in CC approaches for dessipation of e6cess drain water drin3 Koods

!1 Pro%ision for *%a3ahana Sadassl

!2 Pro%ision for Car hire char3es" >ero6" +TP" nforeseen items and rondin3 oL

,R>PEE6 ;W< ?>NDRED ND @


17/118


18/118

Per *mont9 10

20.88

""" ;< &.35"N 'N E6;


19/118

1.00 &&9!2

cm

&.$9!

&.24


20/118

1.00 1881&0

cm


21/118

1.00 $240!

cm

1.00 1!1$80

cm

1.00 1!0$20

cm


22/118

$&!

22$&1128 0.888

1001.&&!

1.44&

1.00 2&18

#.T


23/118

#.T

.28888889

0

1.00 $12

#.T

1.00 9&$!$&

cm


24/118

1.00 &!0!2

cm

1.00 22040

cm

1.00 90&880

cm


25/118

1.00 19&8219

cm

1.00 $1!8$cm

1.00 1&8!4

s,m


26/118

1.00 1&0880

s,m

14.1111111

92.!!!!!!!

1.00 818!0

s,m

5"""" 2&848!9


27/118

5"""" 2&848!9

$121$1

1"""""

GGG

3"""""

15""""

1""""

19599

GGG

ineer (R@"

*malapram


28/118

Name of /ork :


29/118

Name of /ork :

ED 6;;E=EN;

1 ?* =etal from Kat8er) H)arr0 :

@rom ;o =R C;

5arr to Jalacher% 2 ms CT = 261.10 0.000 2.000 2.000 1.1)E 1& 9!!.80$ 8.!0$

)E 1& to RaIa%aram - Podalada Road 1.4$ 29.&90

)E 21! (11$.4&0 to 12$.1$ 11$.4&0 9.4$

1.200 !.200 .000

&.000 0.000 &.000

(;orBin3 Reach = (&.&00 - &.0002


30/118

?6ecti%e ?n3ineer (R@" Sperintendin3 ?n3ineer

R@ +i%ision *malapram R@ Circle aBina


31/118

ead

2.2008.!0$

29.&90

9.4$

.000

&.000

0.00

GGG%9."""

Kms.

ead

1.&00

120.&00

9&.00

.000

&.000

0.00GGG

GGG

Kms.

ead!.&00

2&.&0$

29.&90

9 4$

"t.

(R@"


32/118

( "

a

ROAD METAL RATES as per 2008-2009 SSR

f h k

'=PRNK6 *


33/118

Name of the Work::-

Sl. No Desr!pt!o" of Metal So#re of S#ppl$ %o"&e$a"e

A' (OR ROAD WOR)S

1?* =etal from Kat8er) H)arr0 :

%9."" 1"1%.$" !19.00

2 %9."" 1"1%.$" !$&.00

%9."" 1"1%.$" $88.00

! %9."" 1"1%.$" 1&!.00

$ %9."" 1"1%.$" !$.00

& %9."" 1"1%.$" 9$.00

4

?* =etal from Kat8er) H)arr0 :

%9."" 1"1%.$" $88.00

8 %9."" 1"1%.$" 9!!.00

9 %9."" 1"1%.$" 98!.00

'=PRNK6-*


34/118

Sl. No Desr!pt!o" of Metal So#re of S#ppl$ %o"&e$a"eLea* !"

)ms

+"!t!al ostless

stak!",

10 %9."" 1"1%.$" 480.00

11 %9."" 1"1%.$" &$&.00

12 %9."" 1"1%.$" $0!.00

1 %9."" 1"1%.$" 08.00

1! %9."" 1"1%.$" !0.00

1$ 'ra%el*ravel from Kadi0am H)arr0 :

&9.5" 91%.%5 $0.$0

' (OR R+DE WOR)

1& !0 mm SS-$ E@' #C metal?* =etal from Kat8er) H)arr0 :

%9."" 1"1%.$" &20.00

14 2$ mm SS-$ E@' #C metal %9."" 1"1%.$" 99!.00

18 20 mm SS-$ E@' #C metal %9."" 1"1%.$" 10&.00

19 12 mm SS-$ E@' #C metal %9."" 1"1%.$" 822.00

12 to 1! mm /RC and #oRTE E@' #Cmetal

9.$ to 11.20 mm /RC and #oRTE E@'#C metal

$ to 4 mm /RC and #oRTE E@' #Cmetal

2.& to $ mm /RC and #oRTE E@'#C metal

E@' Stone chips 2.&mm

and below

+"!t!al ost


35/118


)ms

+"!t!al ostless

stak!",

20 10 mm SS-$ E@' #C metal %9."" 1"1%.$" &92.00

21 & mm SS-$ E@' #C metal %9."" 1"1%.$" $2.00

22 Qedd stone !$0 to &00 mm %9."" 1"1%.$" 142.10

2 Sand for #ortarat River *odavari at P. *annavaram

31.5" #1#.%5 !&2.00

2! Sand for Dillin3at River *odavari at P. *annavaram

31.5" !&3.1" !2.00

2$ EFS+ Steel (De-!1$ T#T @ars *.< R; N< $1 Dt. "!."!.!"15 !$00.00

2& &mm #ild Steel !2$00.00

24 #ild Steel !!$00.00

28 Cement $000.00

*sst. ?6ecti%e ?n3ineer (R@" +ept ?6ecti%e ?n3ineer (R@" ?6ecti%e ?n3ineer (R@"

+"!t!al ost


36/118


)ms

+"!t!al ostless

stak!",

R@ Section #aliBipram R@ Sb-di%ision Raole R@ +i%ision *malapram

&.35" ,CC;'


37/118

40.00 0.00 0.00 -12$.09 182.$1

40.00 0.00 0.00 -12$.09 1!19.$1

40.00 0.00 0.00 -12$.09 1$$1.$1

&4.00 0.00 0.00 -12$.09 112!.$1

0.00 0.00 0.00 -12$.09 98.$1

40.00 0.00 0.00 -12$.09 10$8.$1

40.00 0.00 0.00 -12$.09 1$$1.$1

40.00 2&.00 0.00 -12$.09 21!.$1

40.00 2!&.00 0.00 -12$.09 219.$1

&.35" ,CC;'


38/118

last!",har,es

r#sh!",har,es

Se!,"!ora,ehar,es

CP F


39/118

last!",har,es

r#sh!",har,es

Se!,"!ora,ehar,es

CP F


40/118

last!",har,es

r#sh!",har,es

Se!,"!ora,ehar,es

CP F


41/118

Name of Work

H)antit0 Desription of 'tem Rate per

1

Mnit Cm Pae 3!3 of =oR;F? 6D

TaBin3 ot pt = 2!0 Cma el)din de/aterin 8ares 'n all soils )pto 6DR )pto 3." m dept8 )sin

,ao)r

0.2 da #ate !$.00 da

8.00 da #adoor nsBilled 29$.00 da

0.00H #** 2!40.!0

Total

,=a8iner0

2!0.00cm Rate as per '.. #s )o 10" +t 2&4200$ 1.00 cm

,C6einiorae 8ares

2!0.00Cm Sei3niora3e char3es 0.00 cm

,D


42/118

Rate to be adopted

2

Mnit = cm Pae 331 of =oR;F? 6D

TaBin3 otpt = 1$ cm

,ao)r

0.&! nos #ate !$.00 da

1.00 nos #ason $4.00 da

1$.00nos #adoor 29$.00 da

0.00H #** $002.80

Total

,=aterial1.$0cm Cost of !0mm SS-$ E@' #C metal 148.$1 cm

&.4$ cm Sand at site 82$.90 cm

.!$ #T Cement at site $000.00 #T

Total

L=a8iner0

&.00 hr Concrete mi6er 0.!0.28 cm !$.00 hr&.00 hr 'enerator set $ A* 8&1.40 hr

2.00 hr ;ater tanBer & J capacit &2!.00 hr

Pro%idin3 PCC,1:3:$nominal mi6 in fondation with crshed stone a33re3ate !0

sie mechanicall mi6ed " placed in fondation and compacted b %ibration incldinincldin3 all other incidental and operational char3es of all TP etc." complete forof worB as per #oRTE speciGcation 2100 (!th Re%ision .



43/118

20.00nos #adoor 29$.00 da

0.00H #** &42.20

Total

,=aterial

$.!0 cm Cost of !0mm SS-$ E@' #C metal 148.$1 cm$.!0 cm Cost of 20mm SS-$ E@' #C metal 22$8.$1 cm

2.40 cm Cost of 10mm SS-$ E@' #C metal 1828.$1 cm


$.1& #T Cement at site $000.00 #T

Total

L=a8iner0

&.00 hr Concrete mi6er 0.!0.28 cm !$.00 hr

&.00 hr 'enerator set $ A* 8&1.40 hr

Total

,D@orm /ork

!.00 H Dorm worB 7 !H on (*:(@:( C 42$1&.11 Cm

,E


44/118


,D@orm /ork

10.00 H Dorm worB 7 10H on (*:(@:( C 42$1&.11 Cm

,E


45/118

&


TaBin3 otpt = 1$ cm

,ao)r

0.8& nos #ate !$.00 da

1.$0 nos #ason $4.00 da

20.00nos #adoor 29$.00 da0.00H #** &42.20

Total

,=aterial

8.10 cm Cost of 20mm SS-$ E@' #C metal 22$8.$1 cm

$.!0 cm Cost of 10mm SS-$ E@' #C metal 1828.$1 cm


&.0$ #T Cement at site $000.00 #TTotal

L=a8iner0



Total

,D@orm /ork

!.00 H Dorm worB 7 !H on (*:(@:( C 48&1.11 Cm

,E


46/118


$.!0 cm Cost of 10mm SS-$ E@' #C metal 1828.$1


&.0$ #T Cement at site $000.00 #T

TotalL=a ner0



Total

Total *:@:C for 1$ cm

a?ei8t from 5m to 1"m@asic rate for 1$ cm of concrete

1.80 H *dd on cost of concrete to cater e6tra lift 48&1.11 Rs

11.80 H *dd for Dorm worB on cost of concrete 48&1.11 Rs

Total Rs

20.00H *dd for %er head char3es

10.00 H *dd for Contractors proGt

Rate Per 1$ Cm

Rate Per 1 Cm

Rate to be adopted

b?ei8t )pto 5m

@asic rate for 1$ cm of concrete10.00 H *dd for Dorm worB on cost of concrete 48&1.11 Rs

Total Rs

20 00H *dd for %er head char3es


,= t i l


47/118

,=aterial


$.!0 cm Cost of 10mm SS-$ E@' #C metal 1828.$1


$.99 #T Cement at site $000.00 #T

Total

L=a8iner0



Total

Total

a

for +ecB slab slab Sper strctre

20.00 H Eei3ht pto $m - 20 percent 481.11

20.00 H *dd %er Eead Char3es 994$.4

10.00 H *dd Contractors ProGt 112440.88

Rate per 1$ cm

Rate per cm

r Sa

bDor form worB add the followin3 (Eei3ht $ - 10 m

for +ecB slab Sper strctre 2$

of @asic rate of concrete

Dor form worB add the followin3 ,?ei8t " - 5 m


20 00nos #adoor 29$ 00 da


48/118


0.00 H #** &42.20

Total

,=aterial8.10 cm Cost of 20mm SS-$ E@' #C metal 22$8.$1 cm

$.!0 cm Cost of 10mm SS-$ E@' #C metal 1828.$1 cm


&.10 #T Cement at site $000.00 #T

TotalL=a8iner0



TotalD @orm /or

2.00 H Dorm worB 7 2H on (*:(@:( C 488&.11 Cm

,E


49/118

0.1$ nos Jabor for cleanin3 decB slab concrete 29$.00 da

0.00 H #** !!.2$

Rate per cm

,D


50/118

0.00 H #** 242!.80

Total,=aterial

1.0$ #T EFS+ bars incldin3 o%erlaps !$00.00 #T

&.00 3 @indin3 wire !2$00.00 #TTotal

,C


51/118

Total

,=aterial

12.00 cm Cost of 'ranlar material 8$&.$1 cm

Total

L=a8iner02.$0 hr Plate compactorPower rammerroad roller !8.00 hr

0.0$ hr ;ater tanBer & J capacit &2!.00 hr

Total

,D


52/118

1&

Cost of CC(1!8 Pae 3315!! of =oR;F? 6D

TaBin3 otpt = 1$ cm

,ao)r

0.&! nos #ate !$.00 da

1.00 nos #ason $4.00 da1$.00nos #adoor 29$.00 da

0.00 H #** $002.80

Total

,=aterial

1.$0 cm Cost of !0mm SS-$ E@' #C metal 148.$1 cm


2.! #T Cement at site $000.00 #TTotal

,=a8iner0



Cost per 1$ cm

Rate for 1 cm

Cost of *ro)ted Revetment

Mnit = Cm

Providin *ro)ted Revetment with ro3h stone (E@' of not less than 00 mmwith 0.20 cm of CC (1!8 incldin3 cost" sei3niora3e char3es and con%eance of

site and incldin3 labor char3es for pacBin3 the stones for re%etment etc." completitem of worB as per #oRTE speciGcation 2$0! ( !thre%ision and as directed b theChar e for )adrential revetment.


con%eance of materials to site and incldin3 labor char3es for pacBin3 th


53/118

,ao)r Pae 5!! of =oR;F? 6D

0.0! nos #ate !$.00 da

0.$ nos #ason $4.00 da

0.4$nos #adoor for lain3 stones" Gllin3 ,arr spal 29$.00 da

0.00 H #** &0.00

Total

,=aterial

1.00 cm Cost of Ro3h stone 00mm thicB 112!.$1 cm0.20cm Cost of stone spalls 98.$1 cm

Total

,C


54/118

Mnit = nosTaBin3 otpt = 0 R#

tpt = 1 Cm" #aterial for 1 Cement #ortor

,ao)r

0.0! nos #ate !$.00 da

0.90 nos #adoor 29$.00 da

0.00 H #** 249.0

Total

,=aterial

0.$1 #T Cost of Cement $000.00 #T

1.0$ Cm Cost of Sand 82$.90 cm

Total

Cost per 1 Cm C# (1

,ao)r0.0 nos #ate !$.00 da

0.$0 nos #ason $4.00 da

0.2$ #adoor 29$.00 da

0.00 H #** 2&2.&0

Total

,=aterial

31.5 R# Cost of 100mm dia *C pipe 1&1.00 R#incldin3 $H wasta3e (a%era3e len3th= 1m

10.00 )os 1&.10 ?ach

3 p 3wall with 100mm dia meter *C pipe e6tendin3 thro3h the fll width of the strctreof abot 1 A 20E towards drawin3 face Complete as per drawin3 and technical specomplete for Gnished item of worB for weep holes as per #RTE speciGcation )o 240

Collors for *C pipe (a%era3e taBin3 10 of pi


2.00 each 'al%anied #S Dlat clamp 2$.00 each


55/118

p

Total

,ao)r for fariation

0.02 da #ate !$.00 da

0.02 da SBilled (@lacBsmith" welder etc. $4.00 da

0.02 da #adoor 29$.00 da

0.00 H #** 19.9!

Total

,ao)r for 7in in position

0.01 da #ate !$.00 da

0.01 da #ason $4.00 da

0.20 da #adoor 29$.00 da

0.00 H #** &&.02

Total

$ H 401.9&

,C


56/118

,@dd Contrators Pro7t at 1"I on ,E

Cost per 1 )m ,E,@

Rate for 1 cm

Rate to be adopted

22


TaBin3 otpt = 1$ cm

,ao)r

0.8& nos #ate !$.00 da

1.$0 nos #ason $4.00 da


0.00 H #** &42.20

Total

,=aterial

8.10 cm Cost of !0mm SS-$ E@' #C metal 148.$1 cm

!.0$ cm Cost of 20mm SS-$ E@' #C metal 22$8.$1 cm1.$ cm Cost of 10mm SS-$ E@' #C metal 1828.$1 cm


! 1 #T Cement at site $000 00 #T

Plain cement concrete # 1$ 'rade Concrete sin3 !0mm " 20mm and 10mm siestone a33re3ate (Coarse a33re3ate conformin3 to table 1000-1 and Gne a33re3ate ctable 1000-2 incldin3 cost"sei3nora3e and con%eance of all materials to site achar3es for machine mi6in3"lain3 in position" Compactin3 " Aibratin3 and crin3

other incidental and all other operational char3es of TP re,ired etc." complete asSpeciGcation 1$00"1400" 2100 2400 (!th Re%ision for Je%ellin3 corse below appr


0.&! nos #ate !$.00 da


57/118

1.00 nos #ason $4.00 da

1$.00nos #adoor 29$.00 da

0.00 H #** $002.80

Total,=aterial

1.$0cm Cost of !0mm SS-$ E@' #C metal 148.$1 cm


.!$ #T Cement at site $000.00 #T

Total

L=a8iner0



2.00 Er ;ater tanBer &J capacit &2!.00 hr

Total

,D


58/118

.$0 H Dorm worB 7 .$H on *:@:C 8001.11

,D


59/118

mo)nt

ma8inar0

110.!0

2&0.00

0.00

2!40.!0

120.00

0.00

1118.08$&"%.#%

$&".%5

&3&9 33

6PN 'N

speciGcationand otherthe e6tent

per #oRTE

mo)nt

3!.""

1 C)m


60/118

1 C)m

220.80

$4.00!!2$.00

0.00

$002.80

2!&9.89

$$4!.8

142$0.00

!&29!.42

2418.00$140.20

12!8.00

mm nominal

crin3 etc."nished item

mo)nt

$900.00

0 00


61/118

0.00

&42.20

984.9$1219$.9$

!9&.98

$$4!.8

2$800.00

$489$.41

2418.00$140.20

4888.20

GGG

2900.&!

1$08.$

GGG

9"5"."1

9955".11

&&&.&4

$$3&.""

1 C)m

m sie E@'

mo)nt

$140.20

4888 20


62/118

4888.20

42$1&.11

42$1.&1

1$9$.$!

GGG

95&!.13

GGG

4019.$&

&"!".""

1 C)m

29&.40

$$.$0

$900.00

0.00&42.20

m(SS$E@'1$0 > 1$0 >in3 machines fabrication

Re%ision

mo)nt

m(SS$E@'1$0 > 1$0 >


63/118

29&.40

$$.$0

$900.00

0.00

&42.20

1829.9

984.9$

$$4!.8

02$0.00&992.41

2418.00

$140.20

4888.20

GGG

1!!.$2

1$0 > 1$0 >in3 machines fabrication

Re%ision

mo)nt

1829.9

984.9$


64/118

984.9$

$$4!.8

02$0.00

&992.41

2418.00

$140.20

4888.20

48&1.11

48&1.11

1!1$.0!

924&.$

890!.$0

148&0.90

1041&.$!

&%5%.%"

&%59.""

cm

48&1.11

48&1.18&!4!.!2

1429! 88

mo)nt

1829 9


65/118

1829.9

984.9$

$$4!.8

299$0.00

&&92.41

2418.00

$140.20

4888.20

481.11

481.11

1$&&2.&2

994$.4

1849$.1$

11244.09

82&9.8&

%!&".""

481.11

mo)nt

$900.00

0.00


66/118

&42.20

1829.9

984.9$

$$4!.8

0$00.00

&!2!2.41

2418.00$140.20

4888.20

1$44.2&

1&088.04

GGG

9$5!.%#

GGG

4048.4$

&"&9.""1 C)m

e a33re3atechar3es foroperational

mo)nt

!!.2$

0.00


67/118

$22.8

10&!.!8

$3%$.%$

$3%.$9

&"!5.55

&"!$.""

1 C)m

1$1.80

10$.00

2&0.00

0.00$!&.80

ll diametersbrication ofposition etc."

operational.C items forer-in-Char3eof 198$ for

mo)nt

0.00

242!.80


68/118

!$&4$.00

2$$.00

!$90.00

940.9&

GGG

5%3%.5%

&!22!.!

GGG

1 =;

18.00

&90.00

1440.00

0 00

ll diametersbrication of

position etc."operational.C items forer-in-Char3eof 198$ for

mo)nt

21&1.&0


69/118

10248.12

10248.12

120.00

1.20

1$1.20

&29.$$

GGG

13!!."5GGG

1!$!.2$

1#5#.""

1 C)m

a33re3atesa thicBness

the wall ande fll hei3hta3e char3esnd TechnicalRe%ision for

mo)nt

1 C)m


70/118

220.80

$4.00

!!2$.00

0.00

$002.80

2!&9.89

$$4!.8

121$0.00!119!.42

2418.00

$140.20

4888.20

GGG

3$"5.&1

sie 3rotedmaterials tofor Gnished

?n3ineer-in-

mo)nt


71/118

1.8012!.9$

221.2$

0.00

&0.00

112!.$1

184.40

112.21

!.!!

!""$.$5

!"".$&

!!"&.3!2204.2

!!"&.""

1 C)m

esincldin3ar3es etc."

ion and as

mo)nt

llRetrnwith slopeiGcation


72/118

1.80

2&$.$0

0.00

249.0

2$$0.00

8&4.20

!14.20

&9&.$0

10.$

148.$0

4.4$

0.00

2&2.&0

$041.$0

1&1.00

iGcation"& 2200

mo)nt

$0.00

$1$.""


73/118

&.904.1!

$.90

0.00

19.9!

.!$.$4

$9.00

0.00

&&.02

401.9&

35.1"

&3&."$

1!4.!1

%%#.#&

%%.#5

9&!.91

mo)nt

1982.11

19%.!1

!1%" 3!


74/118

!1%".3!

2180.2

!1%".""1 C)m

29&.40

$$.$0$900.00

0.00

&42.20

1!081.9

91!&.94

2!&8.!9

$$4!.8

20&$0 00

@' crshedonformin3 tond all laborincldin3 all

per #oRTEoach slab.

mo)nt

220.80

$4.00

!!2$ 00


75/118

!!2$.00

0.00

$002.80

2!&9.89

$$4!.8

142$0.00

!&29!.42

2418.00

$140.20

12!8.00

91&.20

021.&9

GGG

$3#5.5#

GGG

!&$.!0

#$53.""

1 C)m

e a33re3ateble 1000-2

mo)nt

4888.20

2800.!&


76/118

!1!0.&8

GGG%$95.#!

GGG

&4&.&!

$3&&.""

1 C)m


2$

Pro%din3 and Gllin3 Ioints sealin3 compond as per +rawin3 and Technical specidirected b the ?n3ineer in char3e.


77/118

Co)rse sand /i8 it)men

12.00# lon3 6 10mm wide 6 10mm deep

=aterial

0.012 cm Cost of sand for Gllin3 1.00 cm

0.001 #T Cost of @itmen 80100 #T

ao)r

0.$00 cm #an #adoor for heatin3 bitmen 29$.00 each

Rate for 12 R#

Rate for 1 R# .!9

Rate to be adopted

2&

2$mm +ia

1.000 R# Part ///4$ PACE+P? as per @/S )0. 4&! 1$.8! R#

Rate to be adopted

24

Sppl and G6in3 of 2$mm PACE+P? as per @/S )0. 4&! as per drawin3speciGcation and directed b the ?n3ineer-in char3e.

Pro%idin3 Aaccm +ewatered Dloorin3 ser%ices incldin3 le%elin3 of the placedfollowed b placement of the bottom and top mat " operation of the %accm macthe e6cess free water in the concrete " remo%al of the mat after completion of dewa

condction of the initial Kootin3 to be followed b Gnishin3 sin3 power trowel ofthe concrete" palcement of the concrete and or pro%ision of the special topin3s b

nloadin3 and all other incidental" hire and operational char3es of all TP etc."soils p to S+R and stone matri6 for Gnished item of worB as per #RTE SpeciGcath Re%ision as per directions of ?n3ineer - in - char3e


78/118

1.00 cm Con%eance char3es for 2.00 #s 10&.00 cm

2!.00 cm

$.00 H *dd for %er head char3es 7 $H ( 10- A*T

+

+edct loadin3nloadin3 and stacBin3


79/118

+

dd Contrators Pro7t at 1"I on ,D ?

Cost per 1 )m ,D,Er sa

*sst ?6ecti%e ?n3ineer (R@" ept ?6ecti%e ?n3ineer (R@

R@ Section" #aliBipram R@ Sb-di%ision" Raole

?6ecti%e ?n3ineer (R@" Sperintendin3 ?n3ineer (R@"

R@ +i%ision" *malapram R@ Circle" aBinada

mo)nt

Gcation and as


80/118

.4&

!9.&8

1!4.$0

200.9

#"1.%&

33.""

R=

1$.8!

1$.""

R=

and technical

oncrete to behine to releaseterin3 process"

in %ibration oft incldin3 hire


81/118

1"$.""

-!#.""

%!.""

!.92

%$.9!


82/118

%$.9!

%.$9

9$.&195.$"

1 )m


0 Pro%idin3" lain3 Reinforced cement concrete Eme pipes of )P- class for pipe clcost and con%eance of Pipes etc." complete and Jabor char3es for lain


83/118

Mnit = metre Pae !&!!&3 of =oR;F? 6DTaBin3 otpt = 12.$ metre

3"" mm Dia.

,ao)r

0.04 nos #ate 188.00 da

0.2$ nos #ason 19.!0 da

1.$0 nos #adoor 1!&.00 da

Total

,=aterial

12.$0 R# Cost of 00mm +ia." pipes 4&.81 R#

Total

,C


84/118

mo)nt

erts incldin33" Iointin3 of

l i d


85/118

1.1&

!8.$

219.00

280.$1

9$!4.&

9$!4.&

0.00

9%!%.1#

".""

9%!%.1#48&.2$

&%$.""

1 R=

20.&8

4.!9

28.$0!22.&4

" lowerin3 and& (!th Re%ision

nished item of

1 R=


86/118

Name of Work ::-

D;

'mprovements to KN@ Road to ntervedi ,RF Ro5+%5" to $+3!" in E.*.Dt.


87/118

66R :: !"1#-15 Date ::

6No H)antit0 >nit Desription of 'tem Rate per

31

0 Pae $%$9 of =oR;F? 6D0 >nit : C)m

0 ;akin o)t p)t 4 1"" C)m

0 , ao)r

0 0.0! da #ate !$.00 1.00

0 1.00 da #adoor nsBilled 29$.00 1.00

0

0 0.0 H #nicipal *rea *llowance 08.800 TT*J 4

0

llo/ane ::

Dormin3 sholders with barrowed sefl selected earth ha%in3 #++ of not lessthan 1.4$ 'msCC from ot side road bondar b mechanical means with all leadsand lifts incldin3 prewaterin3 of soil at barrow area" remo%al of top soil" e6ca%ationof soils at barrowed area" con%eance of soil" depositin3 the soils on the

embanBment" spreadin3 soils" beaBin3 clods" sectionin3 and consoilidation with%ibrator road roller 7 #C to meet re,irement of table 00-2 of #oRTE"incldin3 all hire and operational char3es of TP and complete for Gnished item ofworB as per #oRTE speciGcation 0$ ( !th re%ision ( Pament will be made basedon le%els for Gnished item of worB.

,#t8 Revision Wit8 a lead of &9.5"" km ,Pa0ment /ill e made ased onlevels for 7nis8ed item of /ork.


0 Rate per 1 )m

31 Pro%idin3 !5.# mm masti pads for Jon3itdinal Ioints" Trans%ersal epansion


88/118

31 >nit 4 6Mm.

31 , =aterial

31 1.00 S,m Rate as per @ildin3 SSR /tem )o.194 991.00 1.00

31 Rate per sMm

313!

32 Pae #$" of =oR;F? 6D

32 >nit 4 =;

32 ;akin o)tp)t 4 1 =;

32 , ao)r

32 0.28 no #ate !$.00 1.00

32 1.$0 no @lacB smith !$.00 1.00

3 p 3 I pIoints and Constrction Ioints of appro%ed ,alit incldin3 cost" con%eance and

placin3 in position" etc." complete as directed b the ?n3ineer-in-char3e.

Pro%idin3 Mncoated #ild Steel bars ( De-2$0 of diLerent diameters" wro3ht andpt p bars of all diameters incldin3 cost and con%eance of steel to site and alllabor char3es for fabrication of reinforcement incldin3 cttin3" bendin3" bindin3rods" tin3 3rills" placin3 them in position etc." complete incldin3 cost andcon%eance of bindin3 wire and all handlin3 char3es and operational char3es etc."and incldin3 o%er lappin3 weldin3 if re,ired etc." complete for all R.C.C items forGnished item of worB as per standard drawin3s" as per the directions of the

?n3ineer-in-Char3e and as per #oRTE speciGcation 1&00 2200 (!th Re%isionand as per /.S.148& of 198$ .


32 Rate per 1 =;

32


89/118

*sst ?6ecti%e ?n3ineer (R@" +ept ?6ecti%e ?n3i

R@ Section" #aliBipram R@ Sb-di%ision"

?6ecti%e ?n3ineer (R@" Sperintendin3 ?n3in

R@ +i%ision" *malapram R@ Circle" aBi


90/118

mo)nt

1!#5.""


91/118

991.00

991.""

9&.&0

$14.$0

mo)nt

5&"3$."" oB


92/118

eer (R@"

Raole

er (R@"

ada


93/118


94/118


95/118

Name of Work :- 'mprovements to Ramara()lanka - *ondi road from km "+"! to &+35o/ evel Ca)se Wa0 # 2 $.3&m span in E.*.Dt.


96/118

6.No 6pei7ation in rief >nit H)antit0

Eart8+ *ravel =etal+ 6tone

)m )m

@ator H)antit0 @ator H)antit0

1 ! 3 # 5 $ & %

1 1 cm 4&!.00 1.000 4&!.000

! 1 cm 4!4.00 1.000 4!4.000

3 PCC 1:3:$ 1 cm &9.00 0.900 &2.10

# 1 cm !2$.00 0.900 82.$0

5 1 cm 2&8.00 0.900 2!1.20

$ RCC =!5 for Raft 1 cm 1$$.00 0.900 19.$0

& RCC =!5 for edloks 1 cm 12.00 0.900 10.80

% RCC =!5 for Dek 6la 1 cm 11&.00 0.900 10!.!0

9 RCC =3" for pproa8 6la 1 cm 20.00 0.900 18.00

1" RCC =3" for Wearin Coat 1 cm 20.00 0.900 18.00

11 ak 7llin /it8 ravel 1 cm &&!.00 1.200 49&.800

1! @ilter media )sin 15" mm ston 1 cm 1$.00 1.200 18.00

13 *ro)ted Revetment /it8 CC,1:#: 1 cm 22.00 1.180 2$.9&

1# 1 cm 10 00 1 200 12 00

E+W for @o)ndation El)dinde/aterin

E+W for @o)ndation inl)din

de/aterin

CC =!" for @ootins of)tments Piers

CC =!" for s)str)t)re of)tments Piers

6tone pit8in /it8 3""mm

d

,Constr)tion of


97/118

6and

)m

@ator H)antit0

9 1"

0.!$0 1.0$

0.!$0 191.2$

0.!$0 120.&0

0.!$0 &9.4$

0.!$0 $.!0

0.!$0 $2.20

0.!$0 9.00

0.!$0 9.00

0.090 1.98

C E R T I F I C A T E

Name of Work:

Improvements to Ramarajulanka on!" roa! from km 0#02 to $#3%0 &Constru't"on


98/118

1)

2)

3) Certified that all the distances in the quarry map are correct.

4) Certified that the quarries provided are the nearest.

5)

6)

7)

8)

Improvements to Ramarajulanka - on!" roa! from km 0#02 to $#3%0 &Constru't"on

of (o) (evel Cause Wa* +, ./3$m span "n E//t/

Certified that have personally inspected the aove &oad on . and theprovisions made in the estimate for the aove or- are adequate and essential.

Certified that the leads provided in the &.,.& of the estimate are shortest and there issufficient yield of $ood quality material from the quarries proposed in the estimate.

Certified that the routes shon in the quarry map are the shortest for the transportation ofthe materials.

Certified that all the materials can e easily quarried.

Certified that the description of all materials mentioned are correct to the est of my-noled$e.

t is certified that no soil havin$ ,** not less than 17.5 -cum and suitale for

shoulders is availale ithin a lead of 7.5 -m. ence a lead of 7.5 -m is proposedfor selected soil to e used for shoulders.

(EA CARE &R 201+-1% Cost of ,aterials 9aour

,etal

loadin$ 52.5 15. 4ater"al Rates

"arth;ravel+and


99/118

loadin$ 52.5 15. 4ater"al Rates

unloadin$ 15. 15. 6 to 63 mm &C ' ,o&: (; metalstac-in$ . . 5 to 55 mm &C ' ,o&: (; metal

.25 ## ## 4 to 45 mm &C ' ,o&: (; metal

.5 ## ## &ou$hstone 3mm %(;)for revetment

1 31.5 3.4 &ou$hstone 225mm %(;)for revetment

2 44.1 42.6 ++ &evetment or- 225mm

3 58. 58. ++ &evetment or- 3mm

4 71.5 71.5 ++ &evetment or- 45mm

5 84.1 84.1 9aterite for &evetment 225mm

6 6.7 6.7 9aterite for &evetment 3mm7 1.3 1.3


100/118

4 54.1 54.1 ,a0door s-illed %385 # 3A B 345 # 7A)41 514.6 514.6 ,a0door uns-illed

42 525.1 525.1 4a'7"ner* Rates

43 535.6 535.6 *o0er 8 for spreadin$ D 2 cum per hour

44 546.1 546.1 ,otor $rader 3.35, (lade D5 cumr

45 556.6 556.6 ydralic e#cavator

46 567.1 567.1 =ront end loader 1 cum capacity

47 577.6 577.6 :ipper 5 cum

48 588.1 588.1 Eiratory roller 8:

4 58.6 58.6 smooth heeled roller 8 :on5 6.1 6.1 Fater tan-er 6 9

51 61.6 61.6 :ractor

52 63.1 63.1 :ractor ith &otavator

53 64.6 64.6 Tractor with ripper attachment @ 60 cum per hour54 651.1 651.1 !ir compressor 25 cfm

55 661.6 661.6 Fet mi# plant of 6 tonne hr. capacity

56 672.1 672.1 ,echanical room D 125 sqmhr.

57 682.6 682.6 (itumen pressure distriutor D175 sqmhr58 63.1 63.1 "mulsion pressure distriutor D175 sqmhr

5 73.6 73.6 ot mi# plant 4 to 6 :

6 714.1 714.1 ,echanical aver finisher 1 :

61 724.6 724.6 Hydraulic self propelled chip spreader @ 1500 sqm/hr.62 735.1 735.1 Finish rolling with 6! tonne smooth wheeled tandem roller.

63 745.6 745.6 neumatic road &oller

64 756.1 756.1 ;+( lant 5 Cum

65 766.6 766.6;enerator 25 E!

66 777.1 777.1 ;enerator set 125 E!

67 787.6 787.6 ;enerator set 35 E!

86 87.1 87.1

87 7.6 7.6 :ipper 1:onne capacity for carria$e of stone

88 18.1 18.1 chips from stoc- pile on road side to chip

8 118.6 118.6 spreader


101/118

p

12.1 12.11 13.6 13.6

2 15.1 15.1

3 16.6 16.6

4 171.1 171.1

5 181.6 181.6

6 12.1 12.1

7 112.6 112.6

8 1113.1 1113.1

1123.6 1123.61 1134.1 1134.1

11 1144.6 1144.6

12 1155.1 1155.1

13 1165.6 1165.6

14 1176.1 1176.1

15 1186.6 1186.6

16 117.1 117.1

17 127.6 127.618 1218.1 1218.1

1 1228.6 1228.6

11 123.1 123.1

111 124.6 124.6

112 126.1 126.1

113 127.6 127.6

114 1281.1 1281.1

115 121.6 121.6

116 132.1 132.1

117 1312.6 1312.6

118 1323 1 1323 1

136 1512.1 1512.1

137 1522.6 1522.6

138 1533.1 1533.1

13 1543.6 1543.6


102/118

14 1554.1 1554.1

141 1564.6 1564.6

142 1575.1 1575.1

143 1585.6 1585.6

144 156.1 156.1

145 166.6 166.6

146 1617.1 1617.1

147 1627.6 1627.6

148 1638.1 1638.1

14 1648.6 1648.615 165.1 165.1

R 201+-1%

!s per ++& of & *ept. R 2013-


103/118

41. $. o.17 +l.53 %&oads) 41.

456. $. o.17 +l.52 %&oads) 456.

588. $. o.16 +l.51 %&oads) $. o.275 ,/55 %&s.845) 588.

156. $. o.13 +l. %&oads) 156.

154. $. o.13 +l.8 %&oads) 154.

144. $. o.13 +l.2 %&oads) 14.

164. $. o.13 +l.3 %&oads) $. o.272 ,/3 156.

136. $. o.13 +l.4 %&oads) 136.

118. $. o.13 +l.6 %&oads) 118.

138. $. o.13 +l.7 %&oads) 138.188. $. o.13 +l.5 %&oads) 188.

45. 45.

5. $. o.18 +l.7 %&oads) 5.

588. $. o.16 +l.51 %&oads) $. o.275 ,/55 %&s.845) 588.

44. $. o.16 +l.5 %&oads) $. o.275 ,/54 %&s.1313) 44.

84. $. o.16 +l.4 %&oads) $. o.275 ,/53 %&s.1365) 84.

78. $. o.16 +l.48 %&oads) $. o.275 ,/52 %&s.17) 78.

656. $. o.16 +l.47 %&oads) $. o.274 ,/51 %&s.35) 656.

54. $. o.16 +l.46 %&oads) $. o.274 ,/5 %&s.735) 54.

38. $. o.16 +l.45 %&oads) $. o.273 ,/24 %&s.474) 38.

34. $. o.18 +l.2 %&oads) $. o.261 +l.o.67 33.

13. $. o.18 +l. %&oads) $. o.272 ,/8 8.

62. $. o.15 +l.3 %&oads) $. o.275 ,/55 %&s.845) 588.

4. $. o.15 +l.2 %&oads) $. o.275 ,/54 %&s.1313) 44.

%42B48)2 $.18+l. o.84 ' 85

22. !s per the ;[email protected] !s per the ;[email protected] 22.

4. 4.

345. $. o.1 +l.71 %&oads) +emi/s-illed ,a0door $.254%4) 32.


104/118

357. +-illed 3A B +emi 7A 32.

25. $. o.1 +l.73 %&oads) Gn/s-illed ,a0door $.256%3) 28.

2575.6 $. o.25 +l.1 %&oads) $. o.288 +l.o.8 2511.7

3216. $. o.25 +l.3 %&oads) 3216.

2848.5 $. o.25 +l.4 %&oads) $. o.28 +l.o.52 2754.5

1646. $. o.25 +l.5 %&oads) 1646.

22. $. o.25 +l.6 %&oads) $. o.28 +l.o.54 877.3

2678.3 $. o.25 +l.7 %&oads) $. o.2 +l.o.62 2541.4

1146.7 $. o.25 +l.8 %&oads) $. o.28 +l.o.5 138.4624. $. o.25 +l.1 %&oads) 624.

415. $. o.25 +l.11 %&oads) 415.

422. $. o.25 +l.12 %&oads) 422.

422. $. o.25 +l.13 %&oads) 422.

57.5 $. o.25 +l.14 %&oads) $. o.288 +l.o.2 4.4

1646. $. o.26 +l.15 %&oads) 1646.

357. $. o.26 +l.16 %&oads) 357.

148. $. o.26 +l.17 %&oads) 148.86. $. o.26 +l.18 %&oads) 86.

112. $. o.26 +l.22 %&oads) 112.

224. $. o.26 +l.24 %&oads) 224.

2567. $. o.26 +l.25 %&oads) 2567.

1646. $. o.26 +l.26 %&oads) 1646.

1283. $. o.26 +l.27 %&oads) 1283.

1143. $. o.26 +l.3 %&oads) 1143.

185. $. o.27 +l.43 %&oads) 185.

132. $. o.27 +l.43 %&oads) 132.

861.7 $. o.28 +l.43 %&oads) $. o.28 +l.o.24 766.4


105/118


106/118

(EA CARE &

+ R 2009-0 loadin$ 5.5

$ 18 +l o 53 36 unloadin$ 15 2

"arth;ravel+and


107/118

$.18 +l. o.53 36. unloadin$ 15.2

$.18 +l. o.52 3. stac-in$ ##

$.18 +l. o.51 5. .25 ##

$.15 +l. o. 136. .5 ##

$.15 +l. o.8 117. 1 3.

$.15 +l. o.2 71. 2 42.

$.15 +l. o.3 5. 3 56.

$.15 +l. o.4 114. 4 68.

$.15 +l. o.6 8. 5 8.

$.15 +l. o.7 114. 6 2.$.15 +l. o.5 156. 7 14.

3.758 116.

$.1 +l. o.7 82. 128.

$.18 +l. o.51 5. 1 14.

$.18 +l. o.583.

11 152.

$.18 +l. o.4 845. 12 164.

$.18 +l. o.486.

13 176.

$.18 +l. o.47 56. 14 188.

$.18 +l. o.46 43. 15 2.

$.18 +l. o.45 234. 16 212.

$.2 +l. o.2 225. 17 224.

$.2 +l. o. 56. 18 236.

$.17 +l. o.3 5. 1 248.

$ 17 +l o 283.

2 26

%42B48)2 $.2+l. o.84 ' 85

!s per the ;[email protected] 22. 36 44.

4. 37 45.

38 46.

188. 3 47.

35 # 3A B 32 # 7A 13 4 26 # 3A B 188 # 7A 4 48


108/118

35 # 3A B 32 # 7A 13.4 26 # 3A B 188 # 7A 4 48.

146. 41 4.

42 5.

$.27 +l. o.1 276. 43 51.

$.27 +l. o.3 26. 44 52.

$.27 +l. o.4 225. 45 53.

$.27 +l. o.5 132. 46 54.

$.27 +l. o.6 575. 47 55.

$.27 +l. o.7 155. 48 56.

$.27 +l. o.8 54. 4 57.$.27 +l. o.1 345. 5 58.

$.27 +l. o.11 345. 51 5.

$.28 +l. o.12 345. 52 6.

$.28 +l. o.13 345. 53 61.

$.28 +l. o.14 37. 54 62.

$.28 +l. o.15 132. 55 63.

$.28 +l. o.16 2. 56 64.

$.28 +l. o.17 4. 57 65.

$.28 +l. o.18 6. 58 66.

$.28 +l. o.22 15525. 5 67.

$.28 +l. o.24 1. 6 68.

$.28 +l. o.25 27. 61 6.

$.28 +l. o.26 132. 62 7.

$.28 +l. o.27 135. 63 71.

$.2 +l. o.3 2. 64 72.

$.3 +l. o.43 155. 65 73.

$.3 +l. o.43 1. 66 74.

$.3 +l. o.43 62. 67 75.

86 4.

87 5.

88 6.

8 7.

8


109/118

8.

1 .

2 1.

3 11.

4 12.

5 13.

6 14.

7 15.

8 16.

17.1 18.

11 1.

12 11.

13 111.

14 112.

15 113.

16 114.

17 115.

18 116.

1 117.

11 118.

111 11.

112 12.

113 121.

114 122.

115 123.

116 124.117 125.

118 126

136 144.

137 145.

138 146.

13 147.

14 148.


110/118

141 14.

142 15.

143 151.

144 152.

145 153.

146 154.

147 155.

148 156.

14 157.15 158.

2013-1+ (EA CARE &R 2009-0

,etal ,etal

11.1 loadin$ 1. 12.8

15.2 unloadin$ 8.5 8.7

"arth;ravel+and


111/118

$

## stac-in$ 5.5 8.7

## .25 5. 11.

## .5 75. 11.

28. 1 1. 12.

4.4 2 16. 126.

56. 3 112. 132.

68. 4 118. 138.

8. 5 124. 144.

2. 6 13. 15.14. 7 136. 156.

116. 8 142. 162.

128. 148. 168.

14. 1 154. 174.

152. 11 16. 18.

164. 12 166. 186.

176. 13 172. 12.

188. 14 178. 18.

2. 15 184. 24.

212. 16 1. 21.

224. 17 16. 216.

236. 18 22. 222.

248. 1 28. 228.

26 2 214 234

44. 36 351. 363.6

45. 37 356.7 36.1

46. 38 361.5 374.6

47. 3 366.3 38.1 241.5

48. 4 371.1 385.6


112/118

4. 41 375. 31.1 115.5

5. 42 38.7 36.6

51. 43 385.5 42.1

52. 44 3.3 47.6

53. 45 35.1 413.1

54. 46 3. 418.6

55. 47 44.7 424.1

56. 48 4.5 42.6

57. 4 414.3 435.158. 5 41.1 44.6

5. 51 423.7 445.6

6. 52 428.3 45.6

61. 53 432. 455.6

62. 54 437.5 46.6

63. 55 442.1 465.6

64. 56 446.7 47.6

65. 57 451.3 475.6

66. 58 455. 48.6

67. 5 46.5 485.6

68. 6 465.1 4.6

6. 61 46.7 45.6

7. 62 474.3 5.6

71. 63 478. 55.6

72. 64 483.5 51.6

73. 65 488.1 515.6

74. 66 42.7 52.6

75. 67 47.3 525.6

4. 86 583.5 61.1

5. 87 587. 623.85

6. 88 52.3 628.6

7. 8 56.7 633.35

8. 61.1 638.1


113/118

. 1 65.5 642.85

1. 2 6. 647.6

11. 3 614.3 652.35

12. 4 618.7 657.1

13. 5 623.1 661.85

14. 6 627.5 666.6

15. 7 631. 671.35

16. 8 636.3 676.1

17. 64.7 68.8518. 1 645.1 685.6

1. 11 64.3 6.1

11. 12 653.5 64.6

111. 13 657.7 6.1

112. 14 661. 73.6

113. 15 666.1 78.1

114. 16 67.3 712.6

115. 17 674.5 717.1

116. 18 678.7 721.6

117. 1 682. 726.1

118. 11 687.1 73.6

11. 111 61.3 735.1

12. 112 65.5 73.6

121. 113 6.7 744.1

122. 114 73. 748.6

123. 115 78.1 753.1

124. 116 712.3 757.6125. 117 716.5 762.1

126 118 72 7 766 6

144. 136 76.3 847.6

145. 137 8.5 852.1

146. 138 84.7 856.6

147. 13 88. 861.1

148. 14 813.1 865.6


114/118

14. 141 817.3 87.1

15. 142 821.5 874.6

151. 143 825.7 87.1

152. 144 82. 883.6

153. 145 834.1 888.1

154. 146 838.3 82.6

155. 147 842.5 87.1

156. 148 846.7 1.6

157. 14 85. 6.1158. 15 855.1 1.6

(EA CARE &R 201+-1% Cost of ,aterials 9aour

,etal

R 201+-1%

loadin$ 52.5 15. 4ater"al Rates !s per ++& of & *ept.

unloadin$ 15. 15. 6 to 63 mm &C ' ,o&: (; metal 41. $. o.17 +l.53 %&oads)

stac-in$ ## ## 5 to 55 mm &C ' ,o&: (; metal 456. $. o.17 +l.52 %&oads)

.25 ## ## 4 to 45 mm &C ' ,o&: (; metal 588. $. o.16 +l.51 %&oads)

.5 ## ## &ou$hstone 3mm %(;)for revetment 156. $. o.13 +l. %&oads)

1 31.5 3.4 &ou$hstone 225mm %(;)for revetment 154. $. o.13 +l.8 %&oads)

2 44.1 42.6 ++ &evetment or- 225mm 144. $. o.13 +l.2 %&oads)

"arth;ravel+and


115/118

3 58. 58. ++ &evetment or- 3mm 164. $. o.13 +l.3 %&oads)

4 71.5 71.5 ++ &evetment or- 45mm 136. $. o.13 +l.4 %&oads)

5 84.1 84.1 9aterite for &evetment 225mm 118. $. o.13 +l.6 %&oads)

6 6.7 6.7 9aterite for &evetment 3mm 138. $. o.13 +l.7 %&oads)

7 1.3 1.3 +* +teel 44.

2 386.5 386.5 ,ild +teel 43.!s per the ;[email protected]

3 3.1 3.1 Cement 5. @ctoer 214 ;@ &:

31 4.6 4.6 ,ild +teel 6mm 45. o.86 dt.31.12.214

32 42.1 42.1 5last"n6 '7ar6es

33 43.6 43.6 (lastin$ char$es 7. $. o.1 +l.5 %&oads)


116/118

34 441.1 441.1 (lastin$ char$es for rou$h stone ##

35 451.6 451.6 e"6n"ora6e '7ar6es

36 462.1 462.1 ,etal 5.

37 472.6 472.6 ;ravelearth 22. !s per the ;[email protected]

38 483.1 483.1 +and 4.

3 43.6 43.6 (a8our Rates

4 54.1 54.1 ,ate 345. $. o.1 +l.71 %&oads)

41 514.6 514.6 ,a0door s-illed %385 # 3A B 345 # 7A) 357.

42 525.1 525.1 ,a0door uns-illed 25. $. o.1 +l.73 %&oads)

43 535.6 535.6 4a'7"ner* Rates

44 546 1 546 1 * 8 f di D 2 h 2575 6 25 +l 1 %& d )


117/118

44 546.1 546.1 *o0er 8 for spreadin$ D 2 cum per hour 2575.6 $. o.25 +l.1 %&oads)

45 556.6 556.6 ,otor $rader 3.35, (lade D5 cumr 3216. $. o.25 +l.3 %&oads)

46 567.1 567.1 ydralic e#cavator 2848.5 $. o.25 +l.4 %&oads)

47 577.6 577.6 =ront end loader 1 cum capacity 1646. $. o.25 +l.5 %&oads)

48 588.1 588.1 :ipper 5 cum 22. $. o.25 +l.6 %&oads)

4 58.6 58.6 Eiratory roller 8: 2678.3 $. o.25 +l.7 %&oads)

5 6.1 6.1 smooth heeled roller 8 :on 1146.7 $. o.25 +l.8 %&oads)

51 61.6 61.6 Fater tan-er 6 9 624. $. o.25 +l.1 %&oads)

52 63.1 63.1 :ractor 415. $. o.25 +l.11 %&oads)

53 64.6 64.6 :ractor ith &otavator 422. $. o.25 +l.12 %&oads)

54 651.1 651.1 Tractor with ripper attachment @ 60 cum per hour 422. $. o.25 +l.13 %&oads)55 661.6 661.6 !ir compressor 25 cfm 57.5 $. o.25 +l.14 %&oads)

56 672.1 672.1 Fet mi# plant of 6 tonne hr. capacity 1646. $. o.26 +l.15 %&oads)

57 682.6 682.6 ,echanical room D 125 sqmhr. 357. $. o.26 +l.16 %&oads)

58 63.1 63.1 (itumen pressure distriutor D175 sqmhr 148. $. o.26 +l.17 %&oads)

5 73.6 73.6 "mulsion pressure distriutor D175 sqmhr 86. $. o.26 +l.18 %&oads)

6 714.1 714.1 ot mi# plant 4 to 6 : 112. $. o.26 +l.22 %&oads)

61 724.6 724.6 ,echanical aver finisher 1 : 224. $. o.26 +l.24 %&oads)

62 735.1 735.1 Hydraulic self propelled chip spreader @ 1500 sqm/hr. 2567. $. o.26 +l.25 %&oads)

63 745.6 745.6 Finish rolling with 6! tonne smooth wheeled tandem roller. 1646. $. o.26 +l.26 %&oads)

64 756.1 756.1 neumatic road &oller 1283. $. o.26 +l.27 %&oads)65 766.6 766.6 ;+( lant 5 Cum 1143. $. o.26 +l.3 %&oads)

66 777.1 777.1 ;enerator 25 E! 185. $. o.27 +l.43 %&oads)

67 787.6 787.6 ;enerator set 125 E! 132. $. o.27 +l.43 %&oads)

68 78.1 78.1 ;enerator set 35 E! 861.7 $. o.28 +l.43 %&oads)

6 88.6 88.6 Concrete mi#er .4.28 cum 453. $. o.27 +l.38 %&oads)

7 81.1 81.1 :ipper 5.5 cum capacity per 1 :onnes per t-m 4.5 &As per R 2009-200

71 82.6 82.6 Tipper 5 cum capacity for "oil# $"%# &''# Hot mi( 4.5 &As per R 2009-200

72 84.1 84.1 late compactoroer rammer 48. $. o.28 +l.48 %&oads)

73 85.6 85.6

74 861.1 861.1 an! for 4ortar 66. $. o.1 +l.3 %&oads)

75 871.6 871.6


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Ramarajulanka - Gondi Bridge Estimate - 2014-15