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7/29/2019 Nwdpra Sunken Pond NATARAJ A2 2side OK OK Ok
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20000.00
1) Name of the Revenue Village :- Panayampalli2) Location (S.F.No.& Location):- The site is located at a distance of 20KM
From Sathyamangalam and 12 km from Pulliyampatti.
3) Particulars of land use :-
Village Name of the S.F.No. Total Extent Extent Remarks
land owner Sub Division Ha. Proposed Ha.
Panyampalli 395/6
4) RAIN FALL
Average annual rain fall :-775.46mm
5) SOIL CONDITION
Depth of soil :- 0 to 0.50 m
Depth of sub soil :-0.50 to 1.40
Texture :- Earth mixed with small sized boulders & hard
gravelly soil
Infiltration capacit :- Fair / Moderate
6) Crops
Main crops :- Ground nutRotation of crops :- Ragi, Cholam
Pattern of cultivation :-Sown in July,Aug & Harvested
in October, November
Whether composed manure used :- Yes
7) Erosion
Hazards of Erosion :- Severe
Type of Erosion :- Gully Erosion
Assistant Executive Engineer Junior Engineer
Agricultural Engineering Department Agricultural Engineering Department
Gobichettipalayam Gobichettipalayam
Estimate Amount Rs:-
Report to accompany the Estimate for the Construction of Farm Pond
in Periyakallipatti Village of Bhavani Sagar Block ,Sathyamangalam Taluk
in Erode Disrtict under Artificial Recharge Scheme for the year 2008-2009
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DEPTH in
metreQUANTITY in cum
Sunken pond 40.00 + 37.90 7.00 + 4.90 382.392
2 2
33.75 23.75
x 35.32 x 10-6
= mcft
Asst.Executive Engineer Junior Engineer,
Agrl Engineering Dept Agrl Engineering Dept
Gobichettipalayam Gobichettipalayam
382.392
0.014
Capacity of the pond =
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
VILLAGE: PANAYAMPALLI ; SF.NO: 396/5
NAME OF WORK : FARM POND under Artificial Recharge Scheme(ARS)
CAPACITY OF THE POND
LENGTH in metre BREADTH in metreNO
1.651
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NAME OF WORK : FARM POND under Artificial Recharge Scheme(ARS)
VILLAGE: PANAYAMPALLI ; SF.NO: 396/5
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
Counter signed
Assistant Exeutive Engineer, Junior Engineer,Agricultural Engg, Department, Agricultural Engg, Department,
Gobichettipalayam. Gobichettipalayam.
LEAD STATEMENT
Sl.No.Description of
MaterialsQuantity
Source of
supply
Lead Distance
in K.m.
Ordinary Hill
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
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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DATA SHEET
Rate AmountRs Ps Rs. Ps
1 2 3 4 5 6
1 M2
Clearing light jungle as per SI.No:2 1.65 M2
1.65
2 M3
H.G.S.SS.20.B.Earthwork excovating and depositing
on bank within initial lead of 10 M.& initial lift of 2M.
In hard stiff clay,stiff black cotton, hard red earth, shales,
murram, gravel, stoneyearth, and earth mixed with
small size boulders as per S.S.20.B.and S.I.62. 28.75 M3
28.75
3 M3
H.G.S. S.S.20.A. Earth work excovating and depositing
on bank within initial lead of 10 M.& initial lift of 2M.
In hard stiff clay,stiff black cotton, hard red earth, shales,
murram, gravel, stoneyearth, and earth mixed with small
size boulders as per S.S.20.A.and S.I.61. 30.60 M3
30.60
4 M3
SDR (Not requiring blasting).Earthwork excovating and
depositing on bank within initial lead of 10 M.& initial lift of 2M. 42.90 M3
42.90
soft disintegrated rock,laterite,softrock or kunkar
not requirig blasting as per SI67 For Pond
5 M3
Add to relevent T.N.D.S.S No. 20.A rates for new tank
bunds and closing breaches for extra watering and
consolidation. (A) By hand rollars as per Sl.No.79.A. 6.05 M3
6.05
6 M3
Extra for every additional 10M. Lead or part thereof
over the initial lead as per Sl.No 76
I Lead 3.65 M3
3.65
II Lead 2x3.65 M3
7.30
III Lead 3x3.65 M3
10.95
IV Lead 4x3.65 M3
14.60
V Lead 5x3.65 M3
18.25
7 M3
Extra for every additional 1Meter. Lift or part thereof
over the initial lift as per Sl.No 77
I Lift 2.95 M3
2.95
II Lift 2 x 2.95 M3
5.90Certified that the above rates are adopted as per the current P.W.D standard shedule ofrates for the year 2008-09
Assistant executive engineer,Agricultural engineering department, Agricultural Engg department,
Gobichettipalayam Gobichettipalayam
Junior Engineer,
Sl.No. Quantity Description of item Unit
NAME OF WORK : FARM POND under Artificial Recharge Scheme(ARS)
VILLAGE: PANAYAMPALLI ; SF.NO: 396/5
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
7/29/2019 Nwdpra Sunken Pond NATARAJ A2 2side OK OK Ok
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7/29/2019 Nwdpra Sunken Pond NATARAJ A2 2side OK OK Ok
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7/29/2019 Nwdpra Sunken Pond NATARAJ A2 2side OK OK Ok
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NAME OF WORK : FARM POND under Artificial Recharge Scheme(ARS)
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
VILLAGE: PANAYAMPALLI ; SF.NO: 396/5
Depth Quantity
M
1 6 7
1 H.G.S.SS.20.B.Earthwork excovating and depositing on bank within initial lead of 10 M.& initial lift of 2M.
In hard stiff clay,stiff black cotton, hard red earth, shales, murram, gravel, stoneyearth, and earth mixed with
small size boulders as per S.S.20.B.and S.I.62. For DEEPENING OF POND
1 x 1 40.00 + 38.80 7.00 + 5.80 1.20 302.59
2 2
302.59
2 SDR (Not requiring blasting).Earthwork excovating and depositing on bank within initial lead of 10 M.and
initial lift of 2M.soft disintegrated rock,laterite,softrock or kunkar not requirig blasting as per SI67 For Pond
1 x 1 38.80 + 37.90 5.80 + 4.90 0.45 92.33
2 2
92.333 H.G.S.SS.20.A.Earthwork excovating and depositing on bank within initial lead of 10 M.& initial lift of 2M.
small size boulders as per S.S.20.A.and S.I.61. For Bund
1 x 1 4.00 + 1.00 1.50 352.50
2
1 x 2 4.00 + 1.00 1.50 52.50
2
300.004 Extra or every a t ona 10M. Lea or part t ereo
over the initial lead as per Sl.No 76
1 x 1 19.00
1 x 1 100.001 x 1 175.00
1 x 1 100.00
5 Add to relevent T.N.D.S.S No. 20.A rates for new tank
bunds and closing breaches for extra watering and
consolidation. (A) By hand rollars as per Sl.No.79.A. 300.00
6 Provision for TNCLW Fund 0.3% LS
7 Provision for photography charges LS
8 Provisoion for Unforseen items LS
Asst.Executive Engineer Junior Engineer
Agrl Engineering Dept Agrl Engineering Dept
Gobichettipalayam Gobichettipalayam
For DEEPENING OF POND
Total
Total
Total
In hard stiff clay,stiff black cotton, hard red earth, shales, murram, gravel, stoneyearth, and earth mixed with
94
7
For Bund qty
Deduct inlet&outlet vent
M M
Length
2 3 5
For DEEPENING OF POND
I Lead
II LeadIII Lead
IV Lead
DETAILED ESTIMATE FOR FARM POND
Sl
no Description of work
No Breadth
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M3
M3
M3
M3
M
3
M3
M
M3
M3
M3
M3
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7/29/2019 Nwdpra Sunken Pond NATARAJ A2 2side OK OK Ok
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NAME OF WORK : FARM POND under Artificial Recharge Scheme(ARS)
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
VILLAGE: PANAYAMPALLI ; SF.NO: 396/5
Rate
Rs Ps
1 H.G.S.SS.20B.Earthwork excovating and depositingon bank within initial lead of 10 M.& initial lift of 2M.
In hard stiff clay,stiff black cotton, hard red earth, shales,
murram, gravel, stoneyearth, and earth mixed with
small size boulders as per S.S.20.B.and S.I.62.
2.59 M3
28.75 M3
2 SDR (Not requiring blasting).Earthwork excovating and
depositing on bank within initial lead of 10 M.& initial
lift of 2M.soft disintegrated rock,laterite,softrock or kunkar
not requirig blasting as per SI67 For Pond
92.33 M3
42.90 M3
3 H.G.S.SS.20.A.Earthwork excovating and depositing
on bank within initial lead of 10 M.& initial lift of 2M.
In hard stiff clay,stiff black cotton, hard red earth, shales,
murram, gravel, stoneyearth, and earth mixed with
small size boulders as per S.S.20.A.and S.I.61.
300.00 M3
30.60 M3
4 Extra for every additional 10M. Lead or part thereof
over the initial lead as per Sl.No 76
19.00 M3
I Lead 3.65 M3
100.00 M3
II Lead 7.30 M3
175.00 M
3
III Lead 10.95 M
3
100.00 M3
IV Lead 14.60 M3
5 300.00 M3
Add to relevent T.N.D.S.S No. 20.A rates for new tank
bunds and closing breaches for extra watering and
consolidation. (A) By hand rollars as per Sl.No.79.A. 6.05 M3
6 Provision for TNCLW Fund 0.3%
7 LS Provision for photography charges LS
8 LS Provisoion for Unforseen items LS
(Rupees Fifty thousand only) weir
Assistant Executive Engineer,
Agricultural Engineering Department, Agricultural Engineering Departm
Gobichettipalayam
For Deepening of Farm Pond
ABSTRACT ESTIMATE FOR FARM POND
Sl
noDescription of work
Gobichettipalayam
For BUND Qty
Qty Unit
Total
Junior Engineer,
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Amount
Rs Ps
75.00
3961.00
9180.00
69.35
730.00
1916.251460.00
1815.00
50.00
200.00
543.40
20000.00#REF!
ent,
#REF!
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N
3.00 1.00 1.05 1.05 1.00 3.00
1.00 1.00
GL 1.00 GL
3.00 0.45 HGS 3.00
1.65 GL
1.0
1.0
3.0
0
1.0
1.0
CS 1
.1
37.90 HGS
SDR
LS LS1.0
0
0.4
5
0.4
5
4.90
37.90
CS 1
.1
40.00 1.0
1.0
1.0
1.0
GL
3.0
0
PLAN
7.00 7.00
0.45
LONGITUDINAL SECTION
40.00
CROSS
SECTION
1.6
5
4.9
0
4.9
0
7.0
0
SDR
SCALE:NOT TO SCALE
PLAN SHOWING THE PROPOSED FARM POND
NAME OF WORK : FARM POND under RWHS
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
VILLAGE: ; SF.NO:
37.90
40.00
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: ERODE N
: SATHYAMANGALAM
: BHAVANISAGAR
: PERIYAKALLIPATTI
SATHYAMANGALAM
GOBI
ERODE
SANAPIRATAI
Checked by me:- Prepared by me:-
CEMENT
SAND(SANAPIRATAI)
Asst. Executive Engineer, Junior Engineer,
Agricultural Engineeing Dept. Agricultural Engineeing Dept. PROPOSED SITE
Gobichettipalayam. Gobichettipalayam.
KARUR
REFERENCE
AYYAMPALAYAM PULIYAMPATTI
TO METTUPALAYAM
TO KOVAI
STONE(BHAVANISAGAR
NALLROAD)
SCALE:NOT
TO SCALETHALAVADI &
MYSORE
ANTHIYUR & BHAVANI
KAVANDAPADI
BHAVANISAGAR NALL ROAD
PERIYAKALLIPATTI PIRIUV PANAYAMPALLI
LEAD CUM LOCATION MAP
ISTRICT
TALUK
BLOCK
ILLAGE
SF NO: :
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