earth work gohalan

7/25/2019 Earth Work Gohalan

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PRADHAN MANTRI GRAM SADAK YOJANA

COST ESTIMATE FOR ROAD CONSTRUCTION FROM NH--1 TO GAWALTA

LENGTH 10.00 KMS Package N!LOCK "- URI D#$%c% "- !a&a'())a

S. No De$c*%#+ , I%e' Le+g% W#% U+#% /(a+%#%

1 2 3 4 5 6 7 8

1

10000 10.0 - Hec%a&e 31355.4 3.14

T%a) 3.14 )ac$

He#g% 9%#ck+e$$

Ra%e R$.N*

A'(+% #+Lac$

SITE CLARENCE "-clearning and grabbing road landincluding uprooting wild vegatation ,grass, bushes , saplings,and trees ofgirth upto 300 mm , removal of stamps

of 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 10 mm inthickness as per technicalSpecafication !lause "01 # $%manual means in area of thorn%

&ungle '


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C+$%&(c%#+ , Sa)a' A:a-Ga)a+ Ra.Le+g% O, Ra 11.60K' Package N " JK0246

!LOCK "- URI DISTRICT" !ARAMULLA

C$% E$%#'a%e ,& Ea&% ;&k

S. No (escription of )tem

*ength +idth nit uantit%

1 " 3 / 2

1


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A$$#$%a+% E>ec(%#?e E+g#+ee& E>ec(%#?e E+g#+ee&


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C+$%&(c%#+ , Ra ,&' Na%+a) H#g;a @ NH-1A % Ga;)%a .

C$% E$%#'a%e F& C+$%&(c%#+ , Ce'e+% C+c&ea%e D&a#+ . Le+g% B5000 R'Le+g% O, Ra 10 K' Package N "- JK02

!)ck "- U D#$%c% "- !a&a'())a

(escription of )tem No uantit% nit

" 3 / 2 10

1

- - - - - - - -

ardSoil 1 /000.00 0. 0. " cum 1/".2 3.02

"

1 /000 0. 0.1 0 c(' 3//.1 15.34

side $locks " /000.00 0.1 0. 10 c(' 31". 20.06

S No*ength#9'

$radth#9'

(epth 4eight#9'

6ate 7mount in*acs

8arth work in excavation forfoundation of structures up to3m depth as per drawing and

technical specifications clause110.including setting out ,construction of shoring nadbracing , removal of stampsand other deleterious matter ,drassing of sides and bottomand back filling with approvedmaterial .

:roviding and la%ing cementconcrete 9-10 grade course

:!! grade 9-10.

:roviding and la%ing cementconcrete as per 9-; 5.S!lause 0", 03


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3

220.00

for 9 1 cemnet concreate10cum ? 3."0 4 cum> "".00

loading of sand b% manualmeans

for 9-10 cement concrete > @ of 0 cum > "0".0cum

for 9-1 cement concrete > @ of 10 cum > 3/.0cum

*oading of stone 7gg. b%mech. 9eans

for 9-10 cement concrete >2 @ of 0 cum > 00.0cum

for 9-1 cement concrete >2 @ of 10 cum > "0.20cum

aulage of cementfrom =hrew for10 =m 7v *ead > 3."0t


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Surface road 20."0t km 1232.00 tkm .03 ".02

2 =acha 6oad 20."0 km 3/.00 tkm 2./ 0.

10

- - - - - - - -

Surface road "01."/0 km - - 1"1111."0 tkm .03 .0

=acha 6oad 017.4 km - - 1002"./0 tkm 2./ 0.22

11

-

- - - 3." t 2.00 0.3"

T%a)" 68.51 )ac$


PMGSY @JKRRDA D#?#$#+

!a&a'())a

aulage of Sand for Aohamafor 0 =m 7B *ead >/.00cum ? 1./0t4 cum>

aulage of stone agg . 11"1.0cum ? 1.0t 4cum > "01." t

unloading of !ement b%

manual means > 3."05


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C+$%&(c%#+ , Ra ,&' Na%+a) H#g;a @ NH-1A % Ga;)%a .C$% E$%#'a%e F& C+$%&(c%#+ , Kaca D&a#+9 ca%c ;a%e& D&a#+ . Le+g% B300 R'

Le+g% O, Ra 10 K' Package N "- JK02!)ck "- U D#$%c% "- !a&a'())a

De$c*%#+ , I%e' N U+#%


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C+$%&(c%#+ , &a ,&' NH- IA % GAWALTALe+g% 10.0 K'$ Pakage N JK

!LOCK "- URI D#$%c% !a&a'

COST ESTIMATE FOR CONSTRUCTION OF RCC CULERT @ 2.0 M SPAN

S. No (escription of )tem No *ength +idthnit uantit% 7mount in *acs

1 " 3 / 2 10

1 -

1 .0 . ".0 cum //.

$ ' 6eturn +alls ".0 "./ ".0 cum 3.00

7dd "0@ for slips 112.0

"3.20

T%a) 13.0 1/".2 0."3

" (ewatering of trenches 1 1 000 0.0

3 :4 l Stone soling with aviliable Stones

7' 7butment " /.0 "./ 0.10 cum 3.1

$ ' 6eturn +alls ".0 "./ 0.10 cum "./

5otal .3 23.33 0.3

7' 7butment " /.0 "./ 1.0 cum 3.1

$ ' 6eturn +alls ".0 "./ 1.0 cum "./

5otal .3 3//.1 0."1

(epth 4height

6ate6s. Np

8rth work in excavation for foundation of structuresin hard rock upto 3m depth as per (rawing andspecifications clause 110,. inc setting outbconstruction of shoring nad bracing , removal ofstamps and bottom and back f illing with approvedmaterial

7' 7butment

:roviding C la%ing of cement concrete 910 inleveling course


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7' 7butment cum

$ ' 6eturn +alls cum

5otal 2.0 "0."3 .03

/

!ap " /.0 0./0 0.30 cum ".1/

(irt +all " /.0 0.30 0./0 cum ".1/

Slab 1 /.0 .0 0.30 cum .1+heel Duard " . 0." 0." cum 0./

T%a) 1".2 1". 0./3

1"2cum ? 10mtr4 cum > 130 mt 130 "23.1/ 0./2

:roviding C la%ing of cement concrete 9"0 infoundation including from work costs

""

""

/.0/.0

/.0/.0

".01.

1.0.0

0./0.0./0

0./01.0

1./1"."0

10.1.0

".0".0".0

".0

".01.

1.0.0

0./0.0./0

0./01.0

1".3010.0.0

1".0

providing C la%ing of 6ainforced cement concreate

9" nominal mix

Suppl%ing fitting and placing ES( bar reinforcement#


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7butts sm

6eturn +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 Duard "x " .0 0." sm .0

5otal "1.0 300.00 0.3

2

7' 7butment " /.0 1.0 1.0 cum 1.0

$ ' 6eturn +alls ".0 .1.0 1.0 cum 1.0

5otal 33.0cum 23.33 1.1/10 La#+g , $%+e Agg. : 'ec. Mea+$

" x "" x "

" x" "x "

" x "" x "

" x"

/.0".0/.0

1./.0

1./.00.0

0./0.0./00./0

0./0.0./0

0./01.0

1.0

1.0.2"1.0."01.0

3.3/.0

.0

x " x "

x" x "

x " x

"x "

".0".0".01.

".01.".00.0

0./0.0./00./00./0.0./00./01.0

1.0

1".02.1".0.01".0/.2/30.0

2./0

" x "

$ackfilling stones behind wall complete as perdrawing C technical specifiactions clause 1"0.3.

for 9-10 cement concrete> 2 @ of .3 cum >

for 9-"0 cement concrete >2 @ of 2.0cum >


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5otal >101.21 cum 101.21 3." 0.0

Surface road #/0kms 'tkm 1100/.0 .03 0.

=acha 6oad # kms 'tkm 21."0 2./ 0.02

11 unloading of Stone 7gg cum 101.21 .0 0.01

1" La#+g , $a+ : 'a+(a) 'ea+$

5otal >1." cum 1." 1./ 0.0

13

Surface road # =ms' tkm /1"." .03 0."

=acha 6oad # kms ' tkm 1.1 2./ 0.0

1 nloading of sand cum 1." 1./ 0.01 La#+g , ce+e+% : 'a+(a) 'ea+$

for 9" cement concrete > 2@ of 1".2> 11. cum

aulage of stone agg . 101.21cum ? 1.0t 4 cum >

>13.t

for 9-10 cement concrete >

@ of .3 cum > "./"cum

for 9-"0 cement concrete@ of 2.0cum > 3.0/cum

for 9" cement concrete >@ of 1".2 > . cum

aulage of Sand for Aohama for 0 =m 7B *ead >1."cum ? 1./0t4 cum > ".3t

for 9-10 cement concrete>.3cum ? "."0 4 cum > 1"3

for 9-"0 cement concrete >2.0 cum ? .0 4 cum > 3".0


22/43

Surface road #10 kms ' tkm //." .03 0."

=acha 6oad # kms ' tkm "30." 2./ 0.0"

nloading of cemnet b% manual means > /.0 t t /.0 2.00 0.0

1 *oading of steel b% manual means > 130 t t /0.3t 2.00 0.0

Surface road #10 kms ' tkm 1".00 .03 0.01

=acha 6oad # kms ' tkm /.0 2./ 0.001

12 nloading of steel b% manual means > 1.30 t t 1.30 2.0/ 0.001T%a) 8.27

for 9" cement concrete >1".2cum ? .0 4 cum >/.20 > /0.3

aulage of cement from =hrew for 10 =m 7v *ead> /.0t

aulage of steel from pampore foran av. *ead of 1kms > 1.30 t


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CONSTRUCTION OF ROAD FROM NH -1A to GAWALTA

"COST ESTIMATE FOR CONSTRUCTION OF HUME PIPE CULVERTS, (1000mm di!

SNo D#$%&i'tio O) It#m No Widt* (M! +tit Uit

1

pipes 6.40 .40 .74 %m 1164.52

!urtain wall .40 1.0 0.44 %m 20.4

(rop +all .4 1.0 0.44 %m 20.4

!atch :it 1.4 1.40 %m 88

5otal 1../1. 123 12

"

L#4t*( M!

D#'t*5T*i%6#$$

(M!

Rt#5 itR$ N'

AmotR$ NP

8arth work in excavation for foundation of structuresup to 3m depth as per drawing and technicalspecifications clause 110.including setting out ,construction of shoring nad bracing , removal ofstamps and other deleterious matter , drassing ofsides and bottom and back filling with approvedmaterial .

:roviding 4 *a%ing cement 910 grade in levelingcourse :!! grade 9-10


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cradle > 6.40 0.42 $/' 121/0

parapet 1.0 .30 $/' /20

T%a)" 732.0 .0000 1/0

a' 1000 mm dia 6.40 R' 1/00 83213 11

5.0 .4 1.0 C(' ..000 111.0 .2.

2La#+g , $%+e Agg. : 'ec. Mea+$

for coping > 110 6m ? 0.0""cum 4 6m > "."

%%a) c(' 1082 32.6 0.02

Surface road 50 %k' 11538.00 3.00 0.36

=acha 6oad 4k' %k' 860.64 8.65 0.10

nloading of stone 7gg b% mech means c(' 1082 7.40 0.01

La#+g , $a+ : 'a+(a) Mea+$

9 -10 cement concrete > @ of 11.cum > 3.31

1F/ 9asoner% >33@ of "33."0cum > /.2/

pointing > "21."0 cum ? 0.0" cum4 sm > ."

coping > 1106m ? 0.011 cum 4 6m > 1."1 > 13.30

total 1.8.0 61.54 0.10

:roviding and la%ing of reinforeced cement concrete

pipes 9:-3as per design in single row including fixingcollor with cement mortar 1F" but excludingexcavation ,protection works,backfilling, concretemasonar% work in head walls and parapets clause110/.

Suppl% and spreading =hak $a&ri #Sand% Dranular9aterial'

9-10 cement concrete >2@ of 11. cum >100 cum

aulage of stone 7gg. from veerwan for / km 7v lead >


26/43

Surface road kms %k' 15365 3.02 0.55

=acha 6oad kms %k' 1087 8.65 0.11

nloading of sand b% mech meansc('

1.8.0 61.54 0.10

11 La#+g , ce'e+% : 'a+() 'ea+$

total % 788 78.00 0.03

Surface road 36.56 % 134 k' - - Tk' 581.14 3.02 0.7

=acha 6oad 36.56% 4k' - - Tk' 27.24 8.65 0.0

nloading of cement % 788 78.00 0.03

1" - - - NO 00 48.43 0.33

1/

Surface road 154 10 k' - - Tk' 18700 3.02 0.70

=acha 6oad 154 4k' - - Tk' 74 8.65 0.07

1 + 55 73.8 0.18

T%a) 2.7

C$% ,& +e S(c *#*e c()?e&% B 1.36 )ac$

Ha()age , Sa+ ,& Ja'a ,& 70 K' A Lea B126.20c(' 1.50%9 c(' B 18.57%

9 -10 cement concrete > 11.cum ? "."04 cum >

> "/0./3

1F/ 9asoner% > "33."0 cum ? 0.3H 4 cum>123./

pointing 1F3 mortor > "21."0 sm ? 0.01 4 sm> .2

coping > 1106m ? 0.01/ 4 6m > >1./0> /.

Ha()age , ce'e+% ,&' K&e; ,& 140 K' A?Lea B36.56 %

*oading of 6!! Span pipe > // no ? 2. 4 No >0.

aulage of 6cc pipes for 1" km>// No ?".0t4Nom >1/t

unloading of 6!! pipes b% manual means > //No >


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())a


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