Transcript
PRADHAN MANTRI GRAM SADAK YOJANA
CONSTRUCTION OF SALAM ABAD-DARD KOTE ROAD S.No
COST ESTIMATE FOR CONSTRUCTION OF HUME PIPE CULVERTS (1000mm dia) Quantity Ra%+ &i% No. L&*% id% (M) D$%+ U&i% D!"#i$%io& O' I%m ( M)
1
Ti",&!! (M)
R!
3
I& La"!
Earth work in excavation for foundation of structures up to 3 depth as per drawin! and technical specifications clause 11"#$includin! settin! out % construction of shorin! nad bracin! % reoval of staps and other deleterious atter % drassin! of sides and botto and back fillin! with approved aterial $ 30
7.5
2.50
2.85
Cum
1575.00
Curtain wall
30
2.50
1.00
0.55
Cum
41.25
Drop Wall
30
2.5
1.0
0.55
Cum
41.25
Catch Pit
30
1.5
1.50
2
Cum
Total 2
Amo&% N$
135.00 1793.00
162.89
2.92
3656.41
5.91
Providin! & 'a(in! ceent )1" !rade !rade in levelin! course PCC !rade )*1" Foundation bed
30
7.50
1.30
0.10
cum
29.25
Cradle
30
7.50
2.20
0.15
cum
74.25
Catch Pit
30
5.40
2.0
0.15
cum
48.60
Parapet
30
1.0
(0.60+0.45) 2
0.60
cum
9.45
Total Pol(!onal& rando rubble asonr( uncoursed& brou!ht to course in ceent sand ortar 1+, ix with -uarr( stones in foundation and plinth includin! cost of bond stones and levelin! up at specified levels with )*. !rade usin! stone a!!re!ate 2" noinal si/e$
161.55
#
Curtain Wall
30
2.50
( 1.0+0.60) 2
2.65
cum
159.00
Drop Wall
30
2.50
( 1.0+0.60) 2
2.65
cum
159.00
Total: Providin! 5 la(in! of Ceent Concrete )*2" noinal ix for copin! $6#" thick 4rch$ Curtain Walll Drop Wall
318.00
2876.18
9.15
268.32
0.40
47.05
0.19
679.50
300.00
2.04
Rm
225.00
6798.19
15.30
Cum
450.00
1161.3
5.23
30
2.50
Rm
30
2.50
Rm
Total: .
Drop Wall
30
2.50
2.65
sm
198.75
30
2.50
2.65
sm
198.75
Total
0
75.00 150.00
Pointin! on stone work with ceent sand 1+3 ix$
Curtain Walll
,
75.00
397.5
For work of ordi nar( ti ber Catch Pit
30 ! 4
1.50
2.00
sm
360.00
cradle
30! 2
7.50
0.55
sm
247.50
parapet
30
1.0
2.40
sm
72.00
Total: Providin! and la(in! of reinforeced ceent c oncrete pipes )P*3as per desi!n in sin!le row includin! fixin! collor with ceent ortar 1+2 but excludin! excavation %protection works%backfillin!% concrete asonar( work in head walls and parapets clause 11",$ a 1""" dia
30
7.50
7uppl( and spreadin! 8hak 9a:ri 67 and( ;ranular )aterial
30
6.00
'oadin! of stone 4!!$ b( ech$ )eans
a
)*1" ceent concrete <= of 1,1$.. cu < 1#3$00 cu
2.50
1.00
b
for copin! < 1." > ? "$"22cu & > < 3$3"Cu total Aaula!e of stone 4!!$ fro veerwan for .. k 4v lead < 1#0$"0 cu ? 1$" t & cu <2,#$02 t
cum
147.07
1"
a
7urface road6."8s
t"m
13236.30
4.03
0.53
b
;ravel >oad6.$"8s
t"m
1323.60
4.85
0.06
total Aaula!e of 7and fro Bohaa for 0" 8 4v 'ead < 2",$3, cu ? 1$,"t& cu < 33"$10t
Cum
206.36
71.65
0.15
7urface road ,. ks ;ravel >oad . ks
t"m
4.03
0.86
t"m
21461.44 1650.85
4.85
0.08
t
65.01
89.00
0.06
T"m
8451.3
4.03
0.34
43.27
0.06
'oadin! of 7and 9( )ech$ )eans$ For )*1" Ceent Concrete<#0= of 1,1$..Cu<0.$2Cu copin! < 1."> ? "$"11 cu & > < 1$,.Cu for 1+, 7tone asonr(<3=of 31$""Cu<12"$#Cu for pointin!<30$."7-?"$"2Cu&7-<0$. Cu
11
'oadin! of ceent b( anul eans ) *1" ceent concrete < 1,1$..cu ? 2$2"& cu < < 3..$#1-t 1+, )asoner( < 31$"" cu ? "$3@ & cu <2,3$#-t pointin! 1+3 ortor < 30$."s- ? "$"10 -t & s- <,$0.-t copin! < 1."> ? "$"1,- & > <"$1,-t&><2#$""@t Total<,."$1"@t or ,.$"1t Aaula!e of ceent fro 8hrew for 13. 8 4v 'ead 7urface road613"$"8s
;ravel >oad6.$"8s nloadin! of ceent 12 13
1#
'oadin! of >CC 7pan pipe < ,, no ? .$.# & o < "$##
T"m
325.05
4.85
0.02
t
65.01
89.00
0.06
90
59.54
0.05
29250.00 1125.00
4.03 4.85
1.18 0.05
90
284.29
0.26
Total
44.90
#$
Aaula!e of >cc pipes for 13. k<" o ? 2$."t&o <22.$"t 7urface road613"$"8s ;ravel >oad6.$"8s nloadin! of >CC pipes b( anual eans < "o
T"m T"m #$
Cost %o& on' uc *i*' cul'&t , 1.50 lacs
-ssistant !'cuti' n/in''&
!'cuti' n/in''&
