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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$$
Ra%e R$.N*
A'(+% #+Lac$
SITE CLARENCE "-clearning and grabbing road landincluding uprooting wild vegatation ,grass, bushes , saplings,and trees ofgirth upto 300 mm , removal of stamps
of such trees cut earlier and dispoasl ofunserviceable meterials and stackingof serviceable meterials to be used orauctioned upto a lead of 1000mmincluding removal and disposal of toporganic soil not exceeding 10 mm inthickness as per technicalSpecafication !lause "01 # $%manual means in area of thorn%
&ungle '
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PRADHAN MANTRI GRAM SADAK YOJANA
C+$%&(c%#+ , Sa)a' A:a-Ga)a+ Ra.Le+g% O, Ra 11.60K' Package N " JK0246
!LOCK "- URI DISTRICT" !ARAMULLA
C$% E$%#'a%e ,& Ea&% ;&k
S. No (escription of )tem
*ength +idth nit uantit%
1 " 3 / 2
1
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A$$#$%a+% E>ec(%#?e E+g#+ee& E>ec(%#?e E+g#+ee&
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PRADHAN MANTRI GRAM SADAK YOJANA
C+$%&(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'
$radth#9'
(epth 4eight#9'
6ate 7mount in*acs
8arth work in excavation forfoundation of structures up to3m depth as per drawing and
technical specifications clause110.including setting out ,construction of shoring nadbracing , removal of stampsand other deleterious matter ,drassing of sides and bottomand back filling with approvedmaterial .
:roviding and la%ing cementconcrete 9-10 grade course
:!! grade 9-10.
:roviding and la%ing cementconcrete as per 9-; 5.S!lause 0", 03
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3
220.00
for 9 1 cemnet concreate10cum ? 3."0 4 cum> "".00
loading of sand b% manualmeans
for 9-10 cement concrete > @ of 0 cum > "0".0cum
for 9-1 cement concrete > @ of 10 cum > 3/.0cum
*oading of stone 7gg. b%mech. 9eans
for 9-10 cement concrete >2 @ of 0 cum > 00.0cum
for 9-1 cement concrete >2 @ of 10 cum > "0.20cum
aulage of cementfrom =hrew for10 =m 7v *ead > 3."0t
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Surface road 20."0t km 1232.00 tkm .03 ".02
2 =acha 6oad 20."0 km 3/.00 tkm 2./ 0.
10
- - - - - - - -
Surface road "01."/0 km - - 1"1111."0 tkm .03 .0
=acha 6oad 017.4 km - - 1002"./0 tkm 2./ 0.22
11
-
- - - 3." t 2.00 0.3"
T%a)" 68.51 )ac$
A$$#$%a+% E>ec(%#?e E+g#+ee& E>ec(%#?e E+g#+ee&
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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PRADHAN MANTRI GRAM SADAK YOJANA
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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PRADHAN MANTRI GRAM SADAK YOJANA
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
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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 $a&ri #Sand% Dranular9aterial'
9-10 cement concrete >2@ of 11. cum >100 cum
aulage of stone 7gg. from veerwan for / km 7v lead >
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Surface road kms %k' 15365 3.02 0.55
=acha 6oad kms %k' 1087 8.65 0.11
nloading of sand b% mech meansc('
1.8.0 61.54 0.10
11 La#+g , ce'e+% : 'a+() 'ea+$
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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