Name of The CBO and A/C No: SB A/C NO 32316962577 SBI KUDERU
Name of The CBO and A/C No: SB A/C NO 32316962577 SBI KUDERU
Name of The CBO and A/C No: SB A/C NO 32316962577 SBI KUDERU
Gram Panchayathi:
Village Korrakodu Mandal: Kuderu
KorraKodu District: Anantapur
District ANANTAPUR
Water
Source Energy Service Service
(Dug (Electri connectio connectio
Survey No Total Area in acre WELL/ city/
Diesil) n (Yes) n (No)
Total no Bore
of well)
farmers
Electrici
36
14 5 ty 5 0
Note : 1.Quantities enter as per site condition & actual measurement for preparation of of estimation
2. Rate applied for estimation CSSR,RSSR and APMIP Rates circular
Estimation of Pipe line
SIZE in Unit Cost Amount
S.No SS INO ITEM UNIT Qty
mm (Rs) (Rs)
1 Pvc pipe 6kg/cm2 160 Mts 357.00 0
2 Pvc pipe 6kg/cm2 140 Mts 276.00 0
3 Pvc pipe 6kg/cm2 125 Mts 213.00 0
4 Pvc pipe 6kg/cm2 110 Mts 168.00 0
PH Item no 19 PVC pipes
5 Pvc pipe 6kg/cm2 90 Mts 116.00 0
Year 2011-12
6 Pvc pipe 6kg/cm2 75 Mts 80.00 0
8 Pvc pipe 4kg/cm2 110 Mts 780.0 118.00 92040
9 Pvc pipe 4kg/cm2 90 Mts 780.0 81.00 63180
10 Pvc pipe 4kg/cm2 75 Mts 840.0 59.00 49560
A PVC Pipe line total Mts 2400.0 204780
B Fitting Material
1 32 Mts 6 26.00 156
2 PH Item no19 PVC pipes PVC pipe 10k/cm2 25 Mts 6 16.00 96
3 Year 2011-12 20 Mts 0 10.00 0
4 1.5" No's 3 620.00 1860
5 APMIP GORt.NO.1157&1053 Set of Air Release Valve. 1" No's 5 337.00 1685
6 item no 29 0.5" No's 253.00 0
Name of the village : Korra kodu Name of the GP: Korra kodu
a Sandy soils
a Soft soils like Black and red clayee soils 0 0.6 0.1 0
RSSR 2012-
13/ sl.no. 9 Breaaking of hard stons by stone
2.4 category iii cutters for ternching of pipe line 0 1 Cum 154.11 0
RSSR 2012-
13/ sl.no. 6& Supply of a carted earth with in
14 category the beyand 50 meters and up to 1
3 iii km distance for filling of trench 0 1 cum 138.97 0
CSSR 11-12 Sl
no.78 of Construction of man hole
5 BMW-B. 01 chambers for controle valves 1 each 4648 4648
RSSR 2012-
13/sl.no. 6 Refilling of pipe line trench with
catogory iii using filling sand by manual labour 122.4 1 cum 55.585
IRR-CAW 1-
2(Page no Refilling of pipe line trench with
162 of I&CAD using excavated soils like Hard
6 SSR 11-12) gravel soils by machine 0 1 cum 55.585 0
s
s
s
Ground Pooling and Sharing Pipe line Network Template estimate Under RRA supported By DoA Anantapur
Name of the Implementing Agency: AF
Name of the CBO and A/C no: SB A/C NO 32316962577 SBI KUDERU
Name of the work : Installation of Pipe line Networking in Jittoni kunta 1st Group area in Korrakodu village .
Gram Panchayathi: KorraKodu Mandal:Kuderu District:Anantapur
Total
estimate
d
amount
Sl.NO. Item of work Unit Area Rs. Unit cost in Rs
PVC pipe line water
pooling pipe line net
1 work Acre 36 479719 13326
SC beneficiaries
GWMC :Groundwater Management Committee, is the committee of the farmers in the Groundwater Collectivis
GWRRC/ WASSAN : Groundwater Regional Resource Centre is established by WASSAN to provide technical sup
Budgets shall be released to as per the details in Table 4.
al, Mahabubnagar district
Source of Budget
266.59 568
6 6
144000 144000 360000 360000 0 0 0
Source of Budget
Farmers’ WASSAN RRA
APMIP contribution CP
1705320 0 0 33295920
0 0 0
0 0 998878
0 0 0
0 0 0
1705320 0 998878 37984389
19928.9323645
16898.7605634
in the Groundwater Collectivisation patch. The GWMC will open a bank account into which their contribution will be deposited. The
ASSAN to provide technical support services to groundwater based programs.
Year wise Area
Break up
81.54
22.10
21.03
26.85
22.46
44.40
48.16
266.54 0.00
WASSAN RRA
CP
Material
Unskilled
Labour
Material
Material
33295920
2024796
998878
998878 2663674
998878 37984389
3 37984389
1757
4340
37984389
n will be deposited. The program budget will be released into their account.
Fitting material
Rate per
Quantity each unit Amount Quantity
Sl.no. Item Size mm Unit 4kg/cm^2 in Nos Rs. in Rs. 6kg/cm^2 in Nos
PVC items
1 Coupling 75 Each yes yes
2 Coupling 90 Each yes
3 Coupling 110 Each
4 Coupling 140 Each
5 Lbow 75 Each yes yes
6 Lbow 90 Each yes
7 Lbow 110 Each
8 Lbow 140 Each
9 L Bends 75 Each yes yes
10 L Bends 90 Each yes
11 L Bends 110 Each
12 L Bends 140 Each
13 Equal Tees 75 Each yes yes
14 Equal Tees 90 Each yes
15 Equal Tees 110 Each
16 Equal Tees 140 Each
17 PVC Reducers Each
18 Reducers c75X90 Each yes
19 Reducers c90X110 Each yes
20 Reducers c110X140 Each
21 Reducer L 75X90 Each yes
22 Reducer L 90X110 Each yes
23 Reducer L 110X140 Each
24 Reducer Te75X90 Each yes
25 Reducer Te90X110 Each yes
26 Reducer Te110X140 Each
Rate per Rate per Rate per
each unit Amount Quantity each unit Amount 10kg/cm^ Quantity each unit Amount
Rs. in Rs. 8kg/cm^2 in Nos Rs in Rs. 2 in Nos Rs in Rs.
yes
yes yes
yes
yes
yes yes
yes
yes
yes yes
yes
yes
yes yes
yes
yes
yes
yes
yes
yes
yes
Bore well wise Fitting material
Length in Bore well fitting material quantity in Nos
Sl.no. Item Size mm mm B1 B2 B3 B4 B5
ISI GI
Heavy
duty
fitting
A Material
1 Coupling 50
2 Coupling 63
3 Coupling 75
4 Coupling 90
5 Lbow 75
6 Lbow 90
7 L Bends 75
8 L Bends 90
9 Equal Tees 75
10 Equal Tees 90
11 Reducers c50X75
12 Reducers c63X75
13 Reducers c75X90
14 Reducer L 75X90
15 Reducer Te75X90
ISI "B"
class GI
Pipes and
B Nippals
1 Nippals 50 150
2 Nippals 63 150
3 Nippals 75 150
4 Nippals 75 225
5 Nippals 75 300
6 Pipe 90 600
7 Nippals 90 150
8 Nippals 90 225
9 Nippals 90 300
10 Pipe 90 600
Data for NRM works in Watershed
Management Programme
Descrip
Referen Amoun
Sl. No. tion of Unit Qty Rate
ce t
item
1 2 3 4 5 6 7
Unskille
d labour
charges
for
jungle
clearen
RSSR -
ce,
GOMS
1 Stumps
No 39 &
removal
48
excavtio
n of
earth
work in
all kinds
of soils
Convey
ance of
silt,
Carted
earth,
stable
casing
RSSR -
soil &
2 GOMS
gravel
No 39
excludin
g
loading
&
unloadi
ng with
all leads
s
seating
of
embank
ment
for field
channel
s etc
includin
g
dressin
g of
IRR-
bed
CAW-1-
and
2
sides to
( Page
required
3 No 162
level
of
and
I&CAD
profile,
SSR-
cost of
11-12)
all
material
s,machi
nary,lab
our
,placing
the
excavat
ed earth
for
formatio
n of
a)
Machin
ery rate
Shawel
0.50
Hour 0.018 697.7 12.56
cum
capacity
Fuel/En
ergy Hour 0.018 371.3 6.68
charges
Sub
Total
for 19.24
Machin
ary
b)
Labour
Crew
for Hour 0.018 148.2 2.67
shawel
Mazdoo
Day 0.039 215 8.39
r
Sub
Total
11.05
for
Labour
Total
for 1
30.29
Cum
(a+b)
Shawel
0.50
Hour 0.025 697.7 17.44
cum
capacity
Fuel/En
ergy Hour 0.025 371.3 9.28
charges
Sub
Total
for 26.73
Machin
ary
b)
Labour
Crew
for Hour 0.025 3.71
shawel
Mazdoo
Day 0.033 7.17
r
Sub
Total
10.88
for
Labour
Total
for 1
37.61
Cum
(a+b)
(Say) 37.60
ment
filter
drains/c
atch
water
drains
etc
includin
g
dressin
g bed
and IRR-
sides to CAW-1-
required 1
level ( Page
5 and No 162
profile, of
cost of I&CAD
all SSR-
material 11-12)
s,
machin
ary,
labour,
placing
the
excavat
ed earth
for
formatio
n of
a)
Machin
ery rate
Shawel
0.50
Hour 0.009 697.7 6.28
cum
capacity
Fuel/En
ergy Hour 0.009 371.3 3.34
charges
Tippers
5cum
Hour 0.052 351.3 18.27
capacity
6 Nos
Fuel/En
ergy Hour 0.052 233.9 12.16
charges
Sub
Total
for 40.05
Machin
ary
b)
Labour
Crew
for Hour 0.009 148.2 1.33
shawel
Crew
for Hour 0.052 111.2 5.78
Tipper
Mazdoo
Day 0.032 215 6.97
r
Sub
Total
14.09
for
Labour
Total
for 1 54.14
Cum
newly
formed
embank
ment in
layers
upto
OMC to
meet
require
ment of
tables
300.1
and
300.2
as per
RBR-
6 technica
EECD-3
l
specific
ation
(clause
301.5)
includin
g
conveya
nce of
water
using 8
to 10T
Static
Road
Roller
Taking
Output
=100cu
m.
a)
Machin
ery:
Water
tanker 6
kl
Capacit Hrs 2.00 345 690
y
includin
g water
Three
wheeled
8-10 T
static
roller
Hrs 1.25 844.4 1055.5
includin
g hire,
fuel,
crew
charges
Cost
for 100 1745.5
cum (a)
b) Rate
per
17.46
cum =
(a) / 100
(Say) 17.45
newly
formed
embank
ment in
layers
upto
OMC to
meet
require
ment of
tables
300.1
and
300.2
as per
RBR-
7 technica
EECD-3
l
specific
ation
(clause
301.5)
includin
g
conveya
nce of
water
using
2T
Static
Road
Roller
Taking
Output
=1cum.
a)
Machin
ery:
Water
tanker 6
kl
Capacit Hrs 0.02 345 6.90
y
includin
g water
Tractor
with 2T
Hrs 0.0125 345 4.14
static
roller
Total
for 1 11.04
Cum
C
C(1;5;1
0) using
40 mm
HBG
Metal
includin
g cost
&conve
yance
of all
material
s and
labour
8
charges
etc,,co
mplete
-1 cum
with
hand
mixing
for
foundat
ion of
body
walls of
abutme
nts
A.
Materia
ls
Cement 129.60
Agreag
ate 40
mm 0.90
nomial
size
Sand 0.45
Water
includin
1.20
g for
curing
sub
total for
materia
l
B.
Labour
Mason
0.10
1st class
Mazdoo
r
2.36
(Unskill
ed)
sub
total for
labour
C
C(1;5;1
0) using
40 mm
HBG
Metal
includin
g cost
&conve
yance
of all
material
s and
labour
9 charges
etc,,co
mplete
-1 cum
with
Machin
e
mixing
for
foundat
ion of
body
walls of
abutme
nts
A.
Materia
ls
Cement 129.60
Agreag
ate 40
mm 0.90
nomial
size
Sand 0.45
Water
includin
1.20
g for
curing
sub
total for
materia
l
B.
Labour
Mason
0.10
1st class
Mazdoo
r
1.39
(Unskill
ed)
sub
total for
labour
C.
Machin
ery
Concret
e mixer
10 / 7
cft 1.00
(0.20/
0.80cu
m)
Total for
1 Cum
Nominal
Mix
(1;3:6)
using
60% of
40 mm
down
graded
HBG
Metal &
40% of
20mm
dowm
drage
HBG
metal
10
includin
g cost &
conveya
nce of
all
material
s and
labour
charges
etc,,co
mplete
-1 cum
with
Machin
e
mixing
IRR-
CCDW-
2-17
A.
Materia
ls
Cement kg 220.00
Agreag
ate 40
mm cum 0.54
nomial
size
Agreag
ate 20
mm cum 0.36
nomial
size
Sand cum 0.45
Water
includin
kl 1.20
g for
curing
sub
total for
materia
l
B.
Labour
Mason
nos 0.10
1st class
Mazdoo
r
nos 1.39
(Unskill
ed)
sub
total for
labour
C.
Machin
ery
Concret
e mixer
10 / 7
cft hour 1.00
(0.20/
0.80cu
m)
Needle
Vibrator
hour 0.53
60mm
(Petrol)
Form
work @
10% on
labour ,
material % 10.00
and
machin
ary
charges
Total for
1 Cum
P.C. C
M15
Grade
(1;2.5;5)
using
20mm
HBG
Metal
includin
g cost
and
conveya
nce of
11 all
material
s and
labour
charges
etc for 1
Cum
etc.,co
mplete
for
wearin
g coat
over
apron.
Unit:1.0
cum
Cost of
kgs 250.00
cement
Cost of
20 mm
cum 0.90
HBG
Metal
cost of
cum 0.45
sand
Water kl 1.20
Mason
1st No 0.10
class
Mazdoo
r for
No 1.39
machin
e mixing
Concret
Hour 1.00
e mixer
Total
per
1Cum
RR
Masonr
y in CM
(1;6)
using
new
stones
of hard
variety
includin
12
g cost
and
conveya
nce of
all
material
s etc for
1Cum
complet
e
Unit :
1.0cum
Cement kgs 79.20
cost of
rough cum 1.10
stone
cost of
cum 0.33
sand
Water
Tanker
6kl
hours 0.10
capacity
includin
g water
Mason
1st Nos 1.20
class
Mazdoo
Nos 2.00
r
Total
for 1
cum
Brick
masonr
y in
CM(1;5)
using
country
bricks
includin
13 g cost &
conveya
nace of
all
material
s etc for
1 Cum.
Complet
e
Unit:1.0
cum
Cost of
kg 57.6
cement
Bricks Nos. 512
cost of
cum 0.2
sand
Water
Tanker
6kl
hours 0.10
capacity
includin
g water
sub
total for
materia
l
Mason
1st day 0.24
class
Mason
2ndclas day 0.56
s
Mazdoo
day 1.89
r
Total
for 1
cum
Plasteri
ng with
CM
(1;5)mix
,12 mm
includin
g cost
and
14 conveya
nce of
all
material
s etc for
10 Sqm
etc.,
complet
e
Unit:10
sqmt
cost of
CM(1;5)
(As per
sub cum 0.15
item
analysis
)
Mason
2nd Nos 0.94
class
Mazdoo
Nos 1.60
r
Sub
item
Analysi
s
Cement
Mortar 1 cum
(1:5)
BLD -
CSTN -
1-5 @
P.NO.15
A.
Materia
ls
Cement 288
Sand
(includin
g 5% 1.05
Wastag
e)
B.Mach
inery
Nil -
C.
Labour
- Motor
Mixing
Man
Mazdoo 0.20
r
Total
including seignorages
15
including cost and
Cost of
rough cum 1.1
stone
cost of
stone
packer cum 0.22
2nd
class
Mazdoo
days 0.99
r
Total for
1 Cum
Rainfed cultivated
(Marginal/ Small/
Bore Well ID No
Medium/ Large
contribution
they paid
Irrigated
Total
0 0 2 yes 5000
0 0 2 yes 5000
1 0 1 yes 2500
0 0 4 yes 10000
0 0 2 yes 5000
0 0 2 yes 5000
2 0 2 yes 5000
0 0 4 yes 10000
1 0 3 yes 7500
0 0 2 yes 5000
1 0 3 yes 0
1 0 5 yes 0
0 0 2 yes 0
0 0 2 yes 0
6 0 36 60000