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Assistant Executive Engineer, Junior Engin
Agricultural Engineering Department, Agricultural Engineering
Krishnagiri. Krishnagiri.
Hamlet of Jawalagiri Revenue village in Thally block, Denkanikottai Taluk, Krishnagiri
district has been proposed at a cost of Rs.80,000/- and submitted for technical sancti
The estimate for the construction of Farm ponds in S.F.No of Chennama
As the guide lines new farm ponds of size 20m x 20m x 3m are to be establishe
be lined by plastic sheets of 500 microns. How ever it has also been permitted to alte
of the farm ponds based on the site conditions.
A preliminary study of the project area indicated that the soil condition in Thall
does not suit deep farm ponds of 3m depth. It was also felt that there will be no nee
lining as the soil profile indicated, soft density rock strata below a depth of 1.50 mts.
farmers were also not willing to go for plastic lining. Hence it has been decided to est
ponds with a depth of 3 mts. And to decide the linear measurements as per the site c
and catchment area. These issue were placed before the district committee and have
As such the size and depth of the farm ponds have been decided as per the site
and estimates had been prepared.
fields. Based on the feasibility of the catchment area.
DISTRICT
JAWALAGIRI
CHENNAMALAM
THALLY
DENKANIKOTTAI
KRISHNAGIRI
TALUK
INTRODUCTION;
The Govt. of Tmailnadu is implementing Integrated Development of pulses villa
Areas in 5 Districts during the year 2011-2012. In the rain fed areas do not have assur
irrigation, it has been proposed to establish Farm ponds in the project area in order t
life saving irrigation for the pulse crops. The farm ponds will be established in the far
S.F. No.
VILLAGE
HAMLET
BLOCK
NAME OF THE WORK
NAME OF THE FARMER
FORMATION OF FARMPOND
REPORT TO ACCOMPANY THE ESTIMATEG.O.M.S.No.198,Agriculture(API)Dept.Dated:31.10.2011
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eer,
epartment,
on.
lam
and to
r the size
block
of plastic
The
ablish farm
ondition
been approved.
conditions
ges in rain fed
ed
o provide
er's
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DEPTH in
metreQUANTITY in cum
FORM POND 45.00 + 41.00 15.00 + 11.00
2 2
33.75 23.75
x 35.32 x 10-6
= mcft
Asst.Executive Engineer Junior Engineer,
Agrl Engineering Dept Agrl Engineering Dept
Krishnagiri Krishnagiri
1118.000
0.039
Capacity of the pond =
DISTRICT:KRISHNAGIRI/ TALUK:DENKANIKOTTAI / BLOCK:THALLY
VILLAGE:JAWALAGIRI ; SF.NO:
NAME OF WORK : FARM POND under RKVY
CAPACITY OF THE POND
LENGTH in metre BREADTH in metreNO
2.001 1118.000
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NAME OF WORK : FARM POND under RKVY
VILLAGE:JAWALAGIRI ; SF.NO:
1 Rough stone for revetm 1 Cu.M Nalroad 11 60.65 200.00 260.65
2. The rates adopted are as per the current P.W.D. Schedule of rates for the year 2008-09
Countersign
Assistant Exeutive Engineer, Junior Engineer,Agricultural Engg, Department, Agricultural Engg, Department,
Krishnagiri Krishnagiri
LEAD STATEMENT
Sl.No.Description of
MaterialsQuantity
Source of
supply
Lead Distance
in K.m.
Ordinary Hill
DISTRICT:KRISHNAGIRI/ TALUK:DENKANIKOTTAI / BLOCK:THALLY
1. The distance furnished are correct and minimum to the best of my Knowledge.
Destinatio Lead charges
Ordinary Hill
Cost of
Materials
Total
Cost
Rs.
Worksite
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NAME OF WORK : FARM POND under RKVY
DISTRICT:KRISHNAGIRI/ TALUK:DENKANIKOTTAI / BLOCK:THALLY
VILLAGE:JAWALAGIRI ; SF.NO:
Rate Amount
Rs Ps Rs Ps
1 M3 SI-62 36.40 M3 36.40
2 M3 SI-61 38.80 M3 38.80
3 M3 SI-67 54.20 M3 54.20
4 M3 SI-72 95.50 M3 95.50
5 M3 SI-78 2.30 M3 2.30
Extra for every additional 10M. Lead or part thereofover the initial lead. I Lead SI-76 4.60 M3 4.60
II Lead 9.20 M3 9.20
III Lead 13.80 M3 13.80
IVI Lead 18.40 M3 18.40
V Lead 23.00 M3 23.00
7 Nos 3100.00 1No 3100.00
Assistant Executive Engineer,
Agricultural Engineering Department, Agricultural Engineering Department,
Gobichettipalayam #REF!
Junior Engineer,
Gobichettipalayam
Description of work
For inlet & outlet 600mm dia RCC pipes 2.50m length
including loading, unloading & transporting to worksite.(Rate
local rate)
HGS SS.20.A. Earth work excavating and depositing on bank
with initial lead of 10 m & initial lift of 2m in Hard stiff clay,
stiff black cotton, hard red earth, shales,murram, gravel,
stoney earth and earth mixed with small size boulders
SS.20.A(For Bund qty).
SDR-(Not Requiring Blasting) Earth work excavating and
depositing on bank with initial lead of 10 m & initial lift of 2m
in Soft disintegrated rock, laterite, soft rock or kankar, not
requiring blasting(FOR DEEPENING OF POND).
MR-&-DMR (Not Requiring Blasting) Earth work excavating
and depositing on bank with a initial lead of 10 m & initial lift
of 2m in medium rock and dense medium rock not requiring
blasting(FOR DEEPENING OF POND).
Breaking clods, consolidating and sectioning
6
DATA SHEET
Sl
noQty Unit
HGS SS.20.B. Earth work excavating and depositing on bank
with initial lead of 10 m & initial lift of 2m in Hard stiff clay,
stiff black cotton, hard red earth, shales,murram, gravel,
stoney earth and earth mixed with small size boulders SS.20B
M3
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Depth Quantity
M
1 6 71
45.00 + 43.00 15.00 + 13.00 1.00
2 2
616.00
2
3.00 + 1.00
2280.00
3
1 x 1 43.00 + 41.40 13.00 + 11.40
2 2
411.87
4
1 x 1 41.40 + 41.00 11.40 + 11.00 92.29
2 2
92.29
5 Breaking clods, consolidating and sectioning 280.00
6 - III Lead 504.16
1 x 4 4.00
8 Provision for TNCLW Fund 0.3% LS
9 Provision for Unforeseen items LS
Asst.Executive Engineer Junior Engineer
Agrl Engineering Dept Agrl Engineering Dept
Krishnagiri Krishnagiri
7
1x1For Bund qty
Extra for every additional 10 metres lead or part thereof over the initial lead
For inlet & outlet 600mm dia RCC pipes 2.50m
length including loading, unloading &
transporting to worksite.
For DEEPENING OF POND0.20
Total
For DEEPENING OF POND 1x1
HGS SS.20.B. Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard
stiff clay, stiff black cotton, hard red earth, shales,murram, gravel, stoney earth and earth mixed with small size
boulders SS.20B
SDR-(Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift
of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting.
MR-&-DMR (Not Requiring Blasting) Earth work excavating and depositing on bank with a initial lead of 10 m
& initial lift of 2m in medium rock and dense medium rock not requiring blasting.
For DEEPENING OF POND
Total
Total
0.80
140 1.00 280.00
411.87
Total
HGS SS.20.A. Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard
stiff clay, stiff black cotton, hard red earth, shales,murram, gravel, stoney earth and earth mixed with small size
boulders SS.20.A.
616.00
2 3 5
DETAILED ESTIMATE FOR FARM POND
Sl
no Description of work
No Breadth
M M
Length
NAME OF WORK : FARM POND under RKVY
DISTRICT:KRISHNAGIRI/ TALUK:DENKANIKOTTAI / BLOCK:THALLY
VILLAGE:JAWALAGIRI ; SF.NO:
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M3
M3
M3
M3
M3
M3
M3
Nos
M3
M3
M3
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NAME OF WORK : FARM POND under RKVY
DISTRICT:KRISHNAGIRI/ TALUK:DENKANIKOTTAI / BLOCK:THALLY
VILLAGE:JAWALAGIRI ; SF.NO:
Rate Amount
Rs Ps Rs Ps
1 616.00 M3 36.40 M3 22422.40
2 280.00 M3 38.80 M3 10864.00
3 411.87 M3 54.20 M3 22323.35
4 92.29 M3 95.50 M3 8813.70
5 280.00 M3 2.30 M3 644.00
Extra for every additional 10M. Lead or part thereof
220.00 M3
over the initial lead as per Sl.No 78 II Lead 9.20 M3 2024.00
7 4.00 Nos 3100.00 1No 12400.00
8 Provision for TNCLW Fund 0.3% 240.00
9 LS Provision for Unforeseen items LS 268.55
80000.00
(Rupees Eighty thousand only) weir 7075.50
Assistant Executive Engineer,
Agricultural Engineering Department, Agricultural Engineering Department,
Krishnagiri 87075.50
6
Breaking clods, consolidating and sectioning
For inlet & outlet 600mm dia RCC pipes 2.50m length
including loading, unloading & transporting to worksite.
ABSTRACT ESTIMATE FOR FARM POND
Sl
noDescription of work
HGS SS.20.B. Earth work excavating and depositing on bank
with initial lead of 10 m & initial lift of 2m in Hard stiff clay,
stiff black cotton, hard red earth, shales,murram, gravel,
stoney earth and earth mixed with small size boulders SS.20B
Krishnagiri
Qty Unit
Total
Junior Engineer,
SDR-(Not Requiring Blasting) Earth work excavating and
depositing on bank with initial lead of 10 m & initial lift of 2m
in Soft disintegrated rock, laterite, soft rock or kankar, not
requiring blasting(FOR DEEPENING OF POND).
MR-&-DMR (Not Requiring Blasting) Earth work excavating
and depositing on bank with a initial lead of 10 m & initial lift
of 2m in medium rock and dense medium rock not requiring
blasting(FOR DEEPENING OF POND).
HGS SS.20.A. Earth work excavating and depositing on bank
with initial lead of 10 m & initial lift of 2m in Hard stiff clay,
stiff black cotton, hard red earth, shales,murram, gravel,
stoney earth and earth mixed with small size boulders
SS.20.A(For Bund qty).
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3.00 1.00 2.00 2.00 1.00 3.00
1.00 1.00
GL 1.00 GL
3.00 1.00 HGS 3.00
2.00 0.80 SDR GL
0.20 MDR 1.0
1.0
3.0
0
1.0
1.0
CS 2
.0
41.00 HGS
SDR
MDR
LS LS 1.0
0
1.0
0
0.8
0
0.2
0
11.00
41.00
CS 2
.0
45.00 1.0
1.0
1.0
1.0
GL
3.0
0
PLAN
15.00 15.00
LONGITUDINAL SECTION
45.00
11.0
0
15.0
0
2.0
0
SCALE:NO
PLAN SHOWING THE PROPOSED FARM POND
NAME OF WORK : FARM POND under RKVY
DISTRICT:KRISHNAGIRI/ TALUK:DENKANIKOTTAI / BLOCK:THALLY
VILLAGE:JAWALAGIRI ; SF.NO:
41.00
45.00
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Sl. No. Details Rs Per
1 Mason (for stone work) Iclass 291.00 day
2 Mason (for stone work) IIclass 261.00 day
3 Mazdoor Category-I 183.00 day
4 Mazdoor Category-II 165.00 day
5 Stone cutter I Class 224.00 day
Rates for Works (2012-2013)
Sl.No Description of works
1 Clearing heavy jungle SI (A) 1 2.70 /sqm
2 Clearing light jungle SI (A) 2 2.05 /sqm
3 Clearing scrub jungle SI (A) 3 1.90 /sqm
4 Earth work excavating and Depositing on Banks
with initial lead of 10 m and lift of 2 m ina Sand silt or other loose soil, wet sand or silt not under
water, light black cotton soil, sandy loam and ordinary
soil including excavated earth as per S S 20 A. SI (D) 49 26.75 /cum
b Sand silt or other loose soil, wet sand or silt not under
water, light black cotton soil, sandy loam and ordinary
soil including excavated earth as per S S 20 B. SI (D) 50 24.35 /cum
c Hard stiff clay,stiff black cotton, hard red earth,shales,
murram,gravel,stoney earth and earth mixed with small
size boulders asper SS 20 A. SI (D) 61 38.80 /cum
d Hard stiff clay,stiff black cotton, hard red earth,shales,
murram,gravel,stoney earth and earth mixed with small
size boulders asper S S 20 B. SI (D) 62 36.40 /cume Soft disintegrated rock, laterite, soft rock or kankar
not requiring blasting SI (D) 67 54.20 /cum
f Medium rock and dense medium rock not requiring
blasting SI (D) 72 95.50 /cum
g MR and DMR requiring blasting SI (C) 40A 132.30 /cum
5 Extra for every additional 10 metre lead or
part thereof over the initial lead SI (D) 76 4.60 /cum
6 Extra for every additional 1 metre lift or
part thereof over the initial lift SI (D) 77 3.70 /cum
7 Add to relevant TNDSS 20A rates for new tank bunds or
canal bunds or closing breaches or new road formation
or for works requiring extra watering and consolidation
(a) By Hand Roller Sl (D) 79 A 7.65 /cum
DATA SHEETName of scheme: Artificial recharge to ground water
Name of work : Major Check dam
District: Erode : Taluk: Gobichettipalayam
Block: Nambiyur ; Panchayat:Nambiyur
Village : Nambiyur-"A" SF.No: 411 & 728
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