Copy of Site Clearance

8/20/2019 Copy of Site Clearance

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PRADHAN MANTRI GRAM SADAK YOJANA

CONSTRUCTION OF SALAM ABAD-DARD KOTE ROAD

Cost Estimate for Site Clearance

LENGT !"#$" KMS %ac&a'e No

BLOCK (- URI District (- Baram)lla

S. No Descri*tion of Item Len't+ ,it+ Unit .)antit/

! 0 1 2 $ 3 4 5 6

1

!"$"" !"#" - ectare !"#$ 2!233#$0 2#1$

Total 2#1$ lacs

Assistant E7ec)ti8e En'ineer E7ec)ti8e En'ineer

ei'+t 9t+ic&ness

Rate Rs#N*

Amo)nt inLacs

SITE CLEARANCE ( clearning and grabbing road landincluding uprooting wild vegatation ,

grass, bushes , saplings,and trees ofgirth upto 300 mm , removal of stampsof such trees cut earlier and dispoasl ofunserviceable meterials and stackingof serviceable meterials to be used orauctioned upto a lead of 1000mmincluding removal and disposal of toporganic soil not exceeding 150 mm inthickness as per technicalSpecafication lause !01 " #$manual means in area of thorn$

%ungle &


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%RADAN MANTRI GRAM SADAK :O;ANA

Constr)ction of Roa from Natonal i'+ to Ga


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Construction of Road from Natonal Highway ( NH-1A) to Gawalta .

Len't+ Of Roa ( !"#" Km %ac&a'e No (

Bloc& ( Uri District Baram)llaCost estimate for Pavement

S. No Descri*tion of Item Len't+ ,it+ Unit .)antit/

! 0 1 2 $ 3 4

1

!""""#"" $#2" "#1" C)m !30""#"" 2$#"0 4#06!

!"""" #"" 1#4$ "#4$ 05!0#$"

urves !"""#"" "#6 "#"4$ C)m 34#$


5/50

3

Stone 6ggregate 3;-5 mm si>e @303.3 C)m 1"13#15

C)m $23#$$

C)m 2"2#5$

T 1654#45 21#04 !#41

-

5

!""""#"" 1#4$ "#"4$ C)m 05!0#$"

urves !"""#"" "#6 "#"4$ C)m 34#$"

)oading of stone aggregate for *#A ?rade ! b$mech Aeans

Stone screenings 13.!0 mm si>e @-0-5.00smB 0.135 cum, 10 sm @ 5-.55

#inding material @-0-5.00sm B 0.10 cum 10sm @ -0-5.00

2aulage of material for *#A ?rade ! fromCeerwan for an lead of 5 kms

Stone 6ggregate 3;-5 mm si>e @ 303.3 cumstone screnings 13.!0 mm si>e @ 5-.55 cum

4otal @35!.3 cum B 1.0 t cum @--.!/t

Surfaced road " 0kms &kacha road " 5 9ms &

3226#04t3226#04

3" &m"$&m

T&mT&m

1536$3#0"10023#1$

2#"16#43

!$#3"1#!$

n ng a er a @ . cumB 1.0t cum

@-/./t.

Surfaced road " 0kms &kacha road " 5 9ms &

324#43324#43

3" &m"$&m

T&mT&m

1553$#3"1015#5"

2#"16#43

!#$4"#10

,BM GRAD7 3:; providing , la$ing , spreading

and compactiing stone aggragate of specified si>e

to water bound macadam specification including

spreading in uniformthickness , hand packing ,

rolling with three wheel 0;100 9n static roller in

stages to proper grade and camber , appl$ing and

brooming , stone screening binding meterials to fill

up the interstices of coarse aggragate wtering and

compacting to the reiured densit$ ?rading 3 as per

technical Specifications clause-05. oad


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#us 6dda 1"#" 0"#" "#"4$ C)m 2$#""

- - - Total 1"13#15 !16"#6$ 20#02

- - - - -

- -

Stone 6ggregate 53.!! .-0 m si>e- - - C)m 1"13#15

-

- - - C)m 425#24 - -

- - - C)m 2"2#5$ - -

- - - Total 2!56#4" 21#04 !#5!

/ - - - - - -

-

- - - - - -

-

- - -

-

+nloading of material b$ Aech . Aeans c)m1654#45 5#$" "#12

!"""" 1#4$ s.m 14$""#""

)oading of stone aggregate for *#A ?rade 3 b$mechnical Aeans

Stone screenings 11.!0 mm si>e@ -0-5.00sm B 0.15 cum, 10 sm

@ /-.-/ cum

#inding material @ -0-5.00 sm B 0.10 cum 10sm @ -0-.5

2aulage of material for *#A ?rade 3 fromCeerwan for an lead of 5 kms

Stone 6ggregate 53;!!.- mm si>e @ 303.3 cumstone screnings 11.!0

mm si>e @ /-.-/ cum total @3/-.5 cumB 1.0 t cum @ 1!./3t

Surfaced road " 0kms &gravel road " 5 9ms &

t&mt&m

2"5431#5"12"31#3$

2#"12#5$

!3#24!#3$

#inding Aaterial @ -0-.5 cum B 1.0t cum@ -/./t

Surfaced road " 0kms &

gravel road " 5 9ms &

324#34t

324#34t

3" &m

$&m

t&m

t&m

1553$#3"

1015#5"

2#"1

2#5$

!#$4

"#!3

%RIMER COAT


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Total 2"25$#"" 1!#$4 !0#45

10

- - - s.m 2"25$#"" 6#14 1#46

11

!""""#"" 1#4$ "#"$ c)m !54$#""

T 0"02#0$ $23!#3" !!"#$3

1!

- - - s.m 2"25$#"" 6#14 1#46

13

2"25$ "" !"5 "" 21 40

Tac& Coat :;


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1-

s.m 2"25$ 15#$! !$#$6

15

- - - - - -

- - - - - -

- - - - - -

- - - - - -

4otal @ !-0-0.0kgs or !-0.- t - - - t 02"#25 !"$#$3 "#0$

1

02"#25 !0$ &m T&m 1""3" 2#"1 !#0!

1/

- - - t 02"#25 64#$$ "#02

1

4otal @ 311/.! cum c)m 1!!4#03 21#04 !#1$

1

SEAL CAOT:;


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Stone Screenings for 8?


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Total 1$0#!$


Len't+ Of Roa !" Km %ac&a'e No (- ;K"1

BLOCK (- URI District Baram)lla

S. No 'escription of (tem)ength *idth +nit uantit$

1 ! 1 2 $ 3 4 5 5

1

i& 8rdinar$ soil

wall 0"""#"" !#1$ "#$" c)m !1$"#""

# *all !$""#"" !#" "#$" c)m 4$"#""

T 0!""#"" !30#56 1#20

!

wall 0"""#"" !#1$ "#!" c)m 04"#""

# *all !$""#"" !#" "#!" c)m !$"#""

T 20"#"" 13$3#2! !$#13

3

- - - - -

wall 0""" "" " 64$ 1 "" c)m $5$" ""

Cost estimate for Constr)ction of R9


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# *all !$""#"" "#5" 0#"" c)m 02""#""

Total 0043#!5 !!0#34

-

- - - - - # wall 0"""#"" "#64$ 1#"" c)m $5$"#""

# *all !$""#"" "#5" 0#"" c)m 02""#""

Total !111#!5 21#66

5

*all 0"""#"" !#"" 0#$" c)m $"""#"" 261#11 02#34


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4otal @5-3.-0t or 5-.3- t - - - t $32#12 56 "#$"

10

Surface oad $32#12t !2$&m t&m 5!506#1" 2#"1 1#1"

9achha oad $32#12t $&m t&m 050!#4" 6#43 "#05

11 Loain' of san / man)al means

total @ 1-. cum - - - c)m !625#"" 4!#3$ !#2"

1! !625#"" c)m !#3" t9 c)m 1!!3#5" t

i& Surface oad 1!!3#5"t 4$ &m t&m 01143"#"" 2#"1 6#20

ii& 9achha oad 1!!3#5"t $&m t&m !$$52#"" 6#43 !#$0

13 +nloading of sand c)m !625#"" 5#$" "#!4

1- )oading of stone agg b$ Aech Aeans - - - - - - -

For A;10 @ G of -!0.00 cum @ 3/.0 cum - - - - - - -for coping @ 3500 m B 0.0!!cum A @ //.00 - - -

4otal -50.0 um - - - c)m 2$"#5" 21#04 "#0"

15

Surface oad "0kms & t&m 25353#2" 2#"1 !#63

9achha oad "59ms& t&m 2"$4#0" 6#43 "#2"

1 c)m 5!!#22 5#$" "#"4

For pointing in 1:3 cement sand mortor -350.00sm B 0.011/ E sm @50.0

for coping in A !0 @ 3500.00 AB 0.1E m

2aulage of cement from khrew for an avg lead of150 kms @ 5-.3- t

For A;10 cement oncrete @ -5Gof -!0.00 cum@ 1.00

For Aasoner$ in 1: cement sand mortar @33G of -50.00 cum @133.50 cum

For pointing in 1:3 cement sand mortor -350cumB

0.0!cum s m @ /.00 cumfor coping in A !0 mix " 0.0 mts wide & @3500AB 0.011cum A @ 3.50 cum

2aulaage of sand from Dohama for an avg lead of0 kms

2aulage of Stone agg from Ceervan for an avglead of 5 km @ -50.0cum B 1.0t cum

@ 11.-- t

+nloading of stone 6gg b$ mech. means @11.-- t


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Assistant E7ecati8e En'ineer E7ecati8e En'ineer


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3

Form *ork ! 000.00 0.-5 5-00 sm 300.00 !3#0"

5

; ; ; ; ; ; ; ;

- ; ; ; 35.!0 4 0.3!

- ; ; - ; ; ; ;

- ; ; - ; ; - ;

- ; ; 5/.00 cum /1.5 0.-1

/ - ; ; - ; ; - ;

- ; ; - ; ; - ;

- ; ; 11!1.-0 cum -3.!/ 0.-

- ; ; ; - ; - ;

Surface road 35.!0 1-5 km ; ; 513.00 tkm -.03 !.0

9acha oad 35.!0 5km ; ; 1/1.00 tkm ./ 0.1


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Surface road 0/.!0t /5 km 513.00 tkm -.03 !.0

9acha oad 0/.!0 5km -53.00 tkm ./ 0.--

10

; ; ; ; ; ; ; ;

Surface road !01.5!0 km ; ; 1!1111.!0 tkm -.03 -.0

9acha oad 0"!5#$0 5km ; ; 100!.0 tkm ./ 0.

11

;

- - ; 35.! t .00 0.3!

Total( 46#3! lacs


%MGS: =;KRRDA> Di8ision

Baram)lla

2aulage of Sand for Dohamafor 0 9m 6C )ead @5/.00cum B 1.0t cum@

2aulage of stone agg . FromCerwan for an av. )ead of 59m@ 11!1.-0cum B 1.0t cum @ !01.5! t

unloading of ement b$

manual means @ 35.!04


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Rate Amo)nt inLacs

7arth work in excevation intrenches as per drawing and4echnical Specifications clause305.1 inc. setting out,construction of shoringandbracing , removal of stumps

and other dleterious materialand diposal upto a lead of 50m , dressing of sides andbottom and backfilling intrenches with excavatedsuitable material


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Constr)ction of roa from N- IA to GA,ALTALen't+ !"#" Kms %a&a'e No ;K

BLOCK (- URI District Baram

COST ESTIMATE FOR CONSTRUCTION OF RCC CULERT = 1#" M S%AN >

S. No 'escription of (tem No )ength *idth+nit uantit$ 6mount in )acs

1 ! 3 - 5 / 10

1 ;

1 /.0 -./5 !.0 cum .5

# & eturn *alls - !.50 !.5 !.0 cum 53.00

6dd !0G for slips 11.50

!3.0

Total 1-3.-0 1!. 0.!3

! 'ewatering of trenches 1 1 5000 0.05

3


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5

6& 6butment cum

# & eturn *alls cum

4otal 5./0 -!0-.!3 -.03

ap ! .0 0.0 0.30 cum !.1

'irt *all ! .0 0.30 0.0 cum !.1

Slab 1 .0 -.50 0.30 cum .1*heel ?uard ! -.5 0.!5 0.!5 cum 0.5

Total 1!. -1!.-/ 0.3

/ 1!cum B 10mtr cum @ 130 mt 130 5!35.1 0.


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6butts sm

eturn *alls sm

Slab 1 .0 3.0 sm 1.0

ap !x ! .0 0.30 sm /.!0

'irt *all .0 0.0 sm 1-.-0

*heel ?uard !x ! -.50 0.!5 sm -.50

4otal !-1.50 300.00 0./3

6& 6butment ! .0 1.0 1.50 cum 1.0

# & eturn *alls - !.50 .1.0 1.50 cum 15.0

4otal 33.0cum -3.33 1.110 Loain' of stone A''# / mec+# Means

! x !! x !

! x! !x !

! x !! x !

! x!

.0!.05.0

1./5.0

1.-5.00.0

0.0.0.00.0

0.0.0.0

0.01.50

1.50

1-.-0-.!1-.-0-.!01-.-0

3.-3.0

-.0

-x !- x !

- x!- x !

-x !- x

!-x !

!.50!.05!.501./5

!.501.-5!.500.0

0.0.0.00.00.0.0.00.01.50

1.50

1!.0.-1!.0.-01!.0.30.0

.0

! x !

#ackfilling stones behind wall complete as perdrawing = technical specifiactions clause 1!0.3.

for A;10 cement concrete@ G of 5.3 cum @

for A;!0 cement concrete @ G of 5./0cum @


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Surface road "1-0 kms & tkm //.!5 -.03 0.!/

9acha oad "5 kms & tkm !30.!5 ./ 0.0!

+nloading of cemnet b$ manual means @ -.05 t t -.05 .00 0.0-

15 )oading of steel b$ manual means @ 130 t t -0.53t .00 0.0-

Surface road "1-0 kms & tkm 1!.00 -.03 0.01

9acha oad "5 kms & tkm .50 ./ 0.001

1 +nloading of steel b$ manual means @ 1.30 t t 1.30 5.0 0.001Total 6#150

for A!5 cement concrete @1!.cum B 5.0 cum @-.0 @ -0.53

2aulage of cement from 9hrew for 150 9m 6v )ead@ -.05t

2aulage of steel from pampore foran av. )ead of 1-5kms @ 1.30 t


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CONSR!C"ON O# ROA$ #RO% NH -1A to GA&A'A

COS S"%A #OR CONSR!C"ON O# H!% *"* C!'+RS, (1mm dia) .

S.No $scri/tion Of "tm No. &idth (%) 0uantity !nit

1

pipes 00 4#$" 0#$" 0#5$ cum !!4$#31

urtain wall 00 0#$" !#" "#$$ cum 1"#0$

'rop *all 00 0#$ !#" "#$$ cum 1"#0$

atch


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Fountai bed 00 4#$" !#1" "#!" c)m 41.92

cradle 00 4#$" 0#0" "#!$ c)m 29.92

atch


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cradle 00 7 0 4#$" "#$1 s.m 151.2

parapet 00 !#" 0#2" s.m 24.5

Total( 965. . 1.2

/

a& 1000 mm dia 00 4#$" Rm 132. 3:65.16 11.44

00 3#" 0#$ !#" C)m . 1131. .5

Loain' of stone A''# / mec+# Means

for coping @ 110 m B 0.0!!cum m @ !.-!

total c)m 1:.53 21#04 "#"1

Surface road 3" t&m !!326#"" 2#"" "#24

9acha oad $&m t&m 64"#4$ 6#43 "#!"

+nloading of stone 6gg b$ mech means c)m 1:.53 5#$" "#"!

Loain' of san / man)al Means

A ;10 cement concrete @ -5G of 11.-/cum @ 53.31

1: Aasoner$ @33G of !33.!0cum @ /.

pointing @ !1.!0 cum B 0.0! cum sm @ 5.!

coping @ 110m B 0.011 cum m @ 1.!1 @ 13/.30

total 1:. 4!#3$ "#!"


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Surface road /5 kms t&m !3243 2#"1 "#33

9acha oad 5 kms t&m !"65 6#43 "#!!

+nloading of sand b$ mech means c)m 1:. 4!#3$ "#!"

11 Loain' of cement / man)l means

total t 9:.3: 56#"" "#"2

Surface road 24#34 t !2$ &m - - T&m 36!0#!$ 2#"1 "#05

9acha oad 24#34t $&m - - T&m 015#1$ 6#43 "#"0

+nloading of cement t 9:.3: 56#"" "#"2

1! - - - NO 33. $6#$2 "#22

1

Surface road !3$ !0" &m - - T&m !65"" 2#"1 "#5"

9acha oad !3$ $&m - - T&m 50$ 6#43 "#"5

1 no 33 052#06 "#!6

Total 10#05

Cost for one S)c+ *i*e c)l8ert !#24 lacs

a)la'e of San for ;o+ama for 5" Km A Lea !14#1"c)m !#3"t9 c)m 0!6#35t

A ;10 cement concrete @ 11.-/cum B !.!0 cum @

@ !0.3

1: Aasoner$ @ !33.!0 cum B 0.3E [email protected]

pointing 1:3 mortor @ !1.!0 sm B 0.01/ sm@ -.5

coping @ 110m B 0.01 m @ @1/.0@ -/./-

a)la'e of cement from K+re< for !$" Km A8Lea 24#34 t

)oading of Span pipe @ no B 5.5- No @0.--

2aulage of cc pipes for 1!5 km@ No B!.50tNom @15t

unloading of pipes b$ manual means @ No @


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)lla


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