View
215
Download
0
Category
Preview:
Citation preview
7/24/2019 Pitched Drain
1/62
PRADHAN MANTRI GRAM SADAK YOJANA
Construction of Road from SALAMABAD TO DARDKO
L!NGTH "#$# KMS Pac%a&' No
BLOCK () *RI District () Baramu++a
S. No D'scri,tion of It'm L'n&t- .idt- *nit /uantit0
" 1 2 3 $ 4 5 6 7
1
"#$## "## ) H'ctar' "#2 3"344$1 32$
Tota+ 3"$ +acs
H'i&-t 8t-ic%n'ss
Rat' RsN,
Amount inLacs
SIT! CLAR!NC! (-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 10 mm inthickness as per technicalSpecafication !lause "01 # $%manual means in area of thorn%&ungle '
7/24/2019 Pitched Drain
2/62
T
7/24/2019 Pitched Drain
3/62
PRADHAN MANTRI GRAM SADAK YOJANA
Construction of Road from SALAMABAD TO DARDKOOT L'n&t- Of Road "#$# Km Pac%a&' No () JK#2
BLOCK () *RI District Baramu++a
Cost 'stimat' for sit' c+'ar'nc' and 'art- 9or%
S. No (escription of )tem
*ength +idth nit uantit%
1 " 3 / 2
"
uantit% as per 4 Section !um /".00 10/. 1.23
3
uantit% as per 4 Sector !um "30/1.00 1".03 1.2
uantit% as per 4 Sector !um "1/3..00 303. ./"
00 0./ 0./ !um 1/"0.00 10/. 1.3
Tota+ 1"266
Assistant !:'cati;' !n&in''r
!:'cati;' !n&in''r
5eight6
7hickness
8ate
8s. Np
9mount in
*acs
:9875 +;8< =- :vacation of soil in hill% areas b%mechnical means including cuttingand trimming ofside slopes and disposal of excavated earth with alift upto 1. m and a lead up to "0 m as pertechnical specations clause 1/03.1
:vacation in hilli areas in ordinar% rock not reuiringblasting b% mechnical means including cutting andtrimming of slopes and disposing of cut merteialwith a lift upto 1. m and a lead upto "0m as perclause 1/03." technical specifications
:vaccation in hilli areas in hard rock reuiringblasting b% mecnical means , lift upto 1. m nanddiposal of excavated rock upto lead of "0 m as perclause 1/03."
:arth work in excevation in hard rock forconstruction of kachha drain
7/24/2019 Pitched Drain
4/62
Construction of Road from Natonal Highway .SALAMABAD TO DARDOOT
L'n&t- Of Road "#$# Km Pac%a&' No ()
B+oc% *ri District Baramu++a
Cost 'stimat' for Pa;'m'nts La0'rs
S No D'scri,tion of It'm L'n&t- .idt- *nit /uantit0
" 1 2 3 $ 4 5
1
1000.00 .0 0.30 !um 1010.00 .0" .//
"
1000.00 .0 0.10 !um /0
>or bus stand at dead end 30.00 "0.00 0.10 !um /0.00
7 30.00 2. ".23
!um 30.00 1./ .11
Surface road 21//.00 t .00
7/24/2019 Pitched Drain
5/62
1000 .00 3. 0. "23.1"
!urves 100.00 0.2 0.0 !um 0.
Dassing places 31 x 30.0 1./ 0.0 cum 11.02
$us 9dda 30.0 "0.0 0.0 !um .00
T 2"63 "22#3$ 3124
/
Stone 9ggregate /3- mm siEe B303/.3 !um 303/.3
!um /.
!um 0.
T 276556 3215 "52
Droviding ,la%ing , spreading and compactingstone aggregate of specified siEe to water bondmacadam specifiaction including spreading in inuniform thickness , handpacking , rollingwithsmooth wheel roller 0-100
7/24/2019 Pitched Drain
6/62
10000.00 3. 0.0 !um "1".
!urves 1000.00 0.2 0.0 !um /.0
Dassing places 30 x 30.0 1./ 0.0 cum 111.3
$us 9dda 30.0 "0.0 0.0 !um .00
- - - 7otal 303/.3 1320.2 "."
2 - - - - -
- -
Stone 9ggregate 3."" .0 m siEe - - - !um 303/.3 -
- - - !um . - -
!um 0
Surfaced road # /0kms 'kacha road #
7/24/2019 Pitched Drain
7/62
10 - - - - - -
-
- - - - - -
-
- - -
-
10
10000 3. sm 300.00
total 0.00 31. 1".
- - - sm 0.00 2.3 3.2
11
10000.00 3. 0.0 cum 1.00
5aulage of material for +$A @rade 3 fromFeerwan for an lead of / kms
Stone 9ggregate 3-"". mm siEe B 303/.3 cumstone screnings 11."0
mm siEe B . cum total B3. cum1.0 t6 cum B /1".3t
Surfaced road # /0kms 'kacha road #
7/24/2019 Pitched Drain
8/62
7 "0"." /1./0 110./
1"
- - - sm 0.00 2.3 3.2
13
- - - 0.00 10.00 3."
1
sm 0 3.1 1.2
1
- - - - - -
- - - - - -
- - - - - -
- - - - - -
total B "00 20kgs or "0 t t "0 10 / 0 "
Tac% Coat=- Droviding and appl%ing tack coat with$itumen :mulsion # SS-1' using :mulsion(istributor C 0."0 to 0." kg 6 sm on the prepared$itumenous surface cleaned with 5%drolic broomas per technical specification clause 03
1# MM THICK #GPC=- providing l%ing and rollingof open graded premix carpet of "0 mm thicknesscomposed of 13." mm to ./ mm aggregate eitherusing penetration grade bitumen or emulsion toreiured line , grade and level to serve as wearingcourse on a previousl% prepared base , includingmixing in a suitable plant , l%ing and rolling with athree wheeler 0-100
7/24/2019 Pitched Drain
9/62
1
"0. 1" km 7km 300/0 .03 1."1
1
total B 311."/ cum cum 311."/ 3." 1.3
12
cum "".21 1./ 0.1
"0
stone Screenings for ;@D! B 1023.01cum
Surfaced road /11.0t 0kms - tkm "03. .03 11.31
"1
Surfaced road 3.// / km tkm ""/".20 .03 1.0"
""
tkm "/"./ .03 1.03
5aulage of $itumen from Dampore to plant for anav lead of 1"
7/24/2019 Pitched Drain
10/62
"3 :arthen Shoulders 10000.00 1./ 0.30 cum 20 1.2 2."1
T 47231
PRADHAN MANTRI GRAM SADAK YOJANA
L'n&t- Of Road "# Km Pac%a&' No () JK#2
BLOCK () *RI District Baramu++a
S. No (escription of )tem*ength +idth nit uantit%
1 " 3 /
1
i' ;rdinar% soil
8 6 wall "000.00 1.3 0.0 cum 130.00
$ 6 +all 100.00 1.0 0.0 cum 0.00
7 "100.00 1/".2 3."
"
86 wall "000.00 1.3 0.10 cum "0.00
$6 +all 100.00 1.0 0.10 cum 10.00
7 "0.00 3//.1 1.3/
Cost 'stimat' for Construction of R89a++s and B8 9a++s from Natona+ Hi&-9a0 = NH)"A> to Ga9+ta
5eight 6thickness
8ate8s. Np
9mount in*acs
R8 B .ALLS =- :arth +ork in excavation for foundationof structures as per drawing and technical specificationsclause 110 including setting out, construction of shoringand bracing , removal of stumps and other deleterious
materials and dressing of sides and bottom andbackfilling with approved material
Droviding and la%ing cement A-10 grade inleveling course D!! grade A -10
7/24/2019 Pitched Drain
11/62
3
- - - - -
86 wall "000.00 0.2 3.00 cum 0.00
$6 +all 100.00 0.0 ".00 cum "00.00
7 ""/.1 11"./
- - - - -
86 $ wall "000.00 0.2 3.00 cum 0.00
$6 +all 100.00 0.0 ".00 cum "00.00
7 1333.1 3.22
8 6 +all "000.00 1.00 ".0 cum 000.00 23.33 "./
/ Dointing on Stone Aasonr% walls in 1=3
86 $ wall "000.00 ".0 cum ,000.00$6 +all 100.00 1.0 cum ""0.00
Sm .0 ".0
86 $ wall "000 00 8A "000 00
pol%gonal 6 8andonm 8ubble masoner%uncoursed 6 brought to course in cement sandmortor in 1./ uarr% stones in foundation and plinthincluding cost of bond stones and leveling up atspecified levels with A " with A- grade # Stone
9ggragate "0 AA ' with aviliable stones
"0 C/0HB20
pol%gonal 6 8andonm 8ubble masoner%uncoursed 6 brought to course laid dr% in uarr%stones in foundation with plinth including cost ofbond stones with aviliable stones with aviliable
"0C0H3300.
$ackfilling stones behind wall complete as perdrawings and technical specifications clause1"0.3. with aviliable stones
"0 .C/0B30
providing D!! A "0 !oping on top of retaining wall6breast wall
7/24/2019 Pitched Drain
12/62
Loadin&2 *aoding of cement for 8 walls b% manual means
total B/3.0t or /.3 t - - - t /.3 2 0.
10 Laodin& of sand
7/24/2019 Pitched Drain
13/62
1
Surface 8oad 11. t /0 km tkm //.0 .03 1.2/
7/24/2019 Pitched Drain
14/62
7/24/2019 Pitched Drain
15/62
7/24/2019 Pitched Drain
16/62
7/24/2019 Pitched Drain
17/62
7/24/2019 Pitched Drain
18/62
7/24/2019 Pitched Drain
19/62
7/24/2019 Pitched Drain
20/62
7/24/2019 Pitched Drain
21/62
7/24/2019 Pitched Drain
22/62
7/24/2019 Pitched Drain
23/62
7/24/2019 Pitched Drain
24/62
7/24/2019 Pitched Drain
25/62
7/24/2019 Pitched Drain
26/62
7/24/2019 Pitched Drain
27/62
7/24/2019 Pitched Drain
28/62
7/24/2019 Pitched Drain
29/62
7/24/2019 Pitched Drain
30/62
7/24/2019 Pitched Drain
31/62
PRADHAN MANTRI GRAM SADAK YOJANA
Construction of Da%i Post)Kundi Bir@a+a Road
Cost !stimat' or Construction of Ston' Pitc-'d Sauc'r S-a,'d Drain
L'n&t- Of Road 2#Km Pac%a&' No ( JK#2
B+oc% () *ri District () Baramu++a
(escription of )tem *ength #A' $radth #A' uantit% nit 8ate
" / 2 10
1
5ardSoil 3000.00 0. 1"".1 cum 1/".2 1#5
"
3000.00 0.1 ".1 cum "/.1 "11#
3
3."0 At 2.00 ##2
a' Surfaced 8oadB1"/km 3."0 tkm .03 #"6
b' @ravel 8oad B 10.0
7/24/2019 Pitched Drain
32/62
a' Surfaced 8oadB/3.0
7/24/2019 Pitched Drain
33/62
7/24/2019 Pitched Drain
34/62
7/24/2019 Pitched Drain
35/62
7/24/2019 Pitched Drain
36/62
7/24/2019 Pitched Drain
37/62
PRADHAN MANTRI GRAM SADAK YOJANA
Construction of road from NH) IA to Ga9-a+taDistrict () Baramu++a
BLOCK () *RI
COST !STIMAT! OR CONSTR*CTION O RCC CAL!RT = 2# M SPAN > ROAD= 4 No >
S. No (escription of )tem No *ength +idthnit uantit% 9mount in *acs
1 " 3 / 2 10
1 -
1 .0 . ".0 cum //.
$ ' 8eturn +alls ".0 "./ ".0 cum 3.00
9dd "0H for slips 112.0
"3.20
Tota+ 13.0 1/".2 0."3
" (ewatering of trenches 1 1 000 0.0
3 D6 l Stone soling with aviliable Stones
9' 9butment " /.0 "./ 0.10 cum 3.1
$ ' 8eturn +alls ".0 "./ 0.10 cum "./
7otal .3 23.33 0.3
9' 9butment " /.0 "./ 1.0 cum 3.1
$ ' 8eturn +alls ".0 "./ 1.0 cum "./
7otal .3 3//.1 0."1
(epth 6height
8ate8s. Np
:rth 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 filling with approvedmaterial
9' 9butment
Droviding ? la%ing of cement concrete A10 inleveling course
7/24/2019 Pitched Drain
38/62
9' 9butment .0 /.0 1. 1. ./0 0./ cum ."0 10.
$ ' 8eturn +alls cum
7otal 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 @uard " . 0." 0." cum 0./
Tota+ 1".2 1". 0./3
1"2cum C 10mtr6 cum B 130 mt 130 "23.1/ 0./2
Droviding ? la%ing of cement concrete A"0 infoundation including from work costs
""
""
".0".0".0
".0
".01.
1.0.0
0./0.0./0
0./01.0
1".3010.0.0
1".0
providing ? la%ing of 8ainforced cement concreate A"nominal mix
Suppl%ing fitting and placing 5IS( bar reinforcement# >e 1' in sub structure complete as per drawingand 7.S !lause 100",100
providing for work of ordinar% planks so as to give
rough finish inc. sthuttering, cenering and removal ofthe same # >orm +ork '
7/24/2019 Pitched Drain
39/62
9butts sm
8eturn +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 " .0 0." sm .0
7otal "1.0 300.00 0.3
2
9' 9butment " /.0 1.0 1.0cum
1.0
$ ' 8eturn +alls ".0 .1.0 1.0 cum 1.0
7otal 33.0cum 23.33 1.1/10 Loadin& of ston' A&&
7/24/2019 Pitched Drain
40/62
7otal cum 101.21 3." 0.0
11 Loadin& of sand
7/24/2019 Pitched Drain
41/62
1
Surface road 6132t km tkm /1"." .03 0."
7/24/2019 Pitched Drain
42/62
CONSTR!CT"ON O# ROAD #ROM$ % SALAMAABAD TO DARDOT&%.%COST &ST"MAT& #OR CONSTR!CT"ON O# H!M& '"'& C!L(&RTS$ )*+++mm dia, .) -- NO,S.No Dscri/tion Of "tm No. 0idth )M, 1uantity !nit
1
pipes "" .0 ".0 ". cum 11./3
!urtain wall "" ".0 1.0 0. cum 30."
(rop +all "" ". 1.0 0. cum 30."
!atch Dit "" 1. 1.0 " cum 22
Lngth) M,
D/th2Thic3nss
)M,
Rat2 unitRs . N/
AmountRs. N'
:arth 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 .
7/24/2019 Pitched Drain
43/62
7otal 1335.13 162.89 2.18
"
>ountai bed "" .0 1.30 0.10 cum 21.45
cradle "" .0 "."0 0.1 cum 54.45
!atch Dit "" .0 0.1 ".0 cum 35.64
parapet "" 1.0 0./ cum 6.93
total 118.47 3656.41 4.33
!urtain +alll "" ".0 "./ cum 111.60
(rop +all "" ".0 "./ cum 111.60
Tota+( 233.20 2276.18 5.31
!urtain +alll "" ".0 8m 55.00
(rop +all "" ".0 8m 55.00
Tota+( 110.00 268.32 0.30
Dointing on stone work with cement sand 1=3 mix.
!urtain +alll "" ".0 "./ sm 145.75
(rop +all "" ".0 "./ sm 145.75
Droviding 6 *a%ing cement A10 grade in levelingcourse D!! grade A-10
#0./0J0.'"
Dol%gonal6 random rubble masonr% uncoursed6brought to course in cement sand mortar 1=/ mix with
uarr% stones in foundation and plinth including costof bond stones and leveling up at specified levels withA- grade using stone aggregate "0mm nominalsiEe.
# 1.0J0./0'"
# 1.0J0./0'"
Droviding ? la%ing of !ement !oncrete A-"0 nominal
mix for coping .#0mm thick' 9rch.
7/24/2019 Pitched Drain
44/62
7otal 291.50 47.05 0.14
/ >orm work of ordinar% timber
!atch Dit "" x 1.0 ".00 sm 264.00
cradle "" x " .0 0.3 sm 181.50
parapet "" 1.0 ".0 sm 52.80Tota+( 498.30 300.00 1.50
a' 1000 mm dia "" .0 8m 165.00 6798.19 11.22
"" /.0 ". 1.0 !um 330.00 1161.30 3.830
2 Loadin& of ston' A&&
7/24/2019 Pitched Drain
45/62
total t 47.67 2.00 0.0
1" - - - N; 66.00 2. 0.0
13
Surface road 12.1 /0 tkm 11/2.00 .00 0.
7/24/2019 Pitched Drain
46/62
2"5" +acs
Assistant !c'cati;' !n&in''r !:'cati;' !n&in''r
Gross Total
7/24/2019 Pitched Drain
47/62
7/24/2019 Pitched Drain
48/62
7/24/2019 Pitched Drain
49/62
7/24/2019 Pitched Drain
50/62
7/24/2019 Pitched Drain
51/62
7/24/2019 Pitched Drain
52/62
7/24/2019 Pitched Drain
53/62
7/24/2019 Pitched Drain
54/62
7/24/2019 Pitched Drain
55/62
7/24/2019 Pitched Drain
56/62
7/24/2019 Pitched Drain
57/62
7/24/2019 Pitched Drain
58/62
7/24/2019 Pitched Drain
59/62
7/24/2019 Pitched Drain
60/62
7/24/2019 Pitched Drain
61/62
7/24/2019 Pitched Drain
62/62
Recommended