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7/29/2019 Copy of Ars Fp Thanraj Correct 4side Different
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50000.00
1) Name of the Revenue Village :-PUNGAMPAALI
2) Location (S.F.No.& Location):- The site is located at a distance of 16KM
From Sathyamangalam and 10 km from Pulliyampatti.
3) Particulars of land use :-
Village Name of the S.F.No. Total Extent Extent Remarks
land owner Sub Divisio Ha. Proposed Ha.
Kalliyappan
Periyakallipatti S/o Karuppa Gr 195 2.95.0 0.15.0
Pungampalli
4) RAIN FALL
Average annual rain fall :-775.46mm
5) SOIL CONDITION
Depth of soil :- 0 to 0.45 m
Depth of sub soil :- 0.45 to 1.45
Texture :- Earth mixed with small sized boulders & hard
gravelly soil
Infiltration capacity :- Fair / Moderate
6) Crops
Main crops :- Ground nut
Rotation 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:-
for the year 2008-09
Report to accompany the Estimate for the Construction of Farm Pond
in Pungampalli Village of Bhavani Sagar Block ,Sathyamangalam Taluk
in Erode Disrtict under Rain Water Harvesting Scheme
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DEPTH
in metre
29.00 + 25.40 27.00 + 23.40 20.00 + 16.40 25.00 + 21.40
2 2 2 2
x 35.32 x 10-6
= mcft
Asst.Executive Engineer Junior Engineer,
Agrl Engineering Dept Agrl Engineering D
Gobichettipalayam Gobichettipalayam
NAME OF WORK : FARM POND under RAIN WATER HARVESTING SCHEME
CAPACITY OF THE POND
LENGTH in metreNO
)+( )}/2{({( )+(
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
VILLAGE: PUNGAMPALLI ; SF.NO: 195
FORM POND1.80
BREADTH in metre
)}/21 x 1
976.212
0.034
Capacity of the pond =
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QUANTIT
Y in cum
ept
976.21
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NAME OF WORK : FARM POND under RAIN WATER HARVESTING SCHEME
VILLAGE: PUNGAMPALLI ; SF.NO: 195
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.
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
LEAD STATEMENT
Sl.No.Description of
MaterialsQuantity
Source of
supply
Lead Distance
in K.m.
Ordinary Hill
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
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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
NAME OF WORK : FARM POND under RAIN WATER HARVESTING SCHEME
VILLAGE: PUNGAMPALLI ; SF.NO: 195
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
Junior Engineer,
Sl.No. Quantity Description of item Unit
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NAME OF WORK : FARM POND under RAIN WATER HARVESTING SCHEME
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
VILLAGE: PUNGAMPALLI ; SF.NO: 195
Depth
M
1 5 6
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 29.00 + 28.10 27.00 + 26.10 20.00 + 19.10 25.00 + 24.10
2 2 2 2
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 28.10 + 25.40 26.10 + 23.40 19.10 + 16.40 24.10 + 21.40
2 2 2 2
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. For Bund
1 x 1 3.00 + 1.00 1.00
2
1 x 3 3.00 + 1.00 1.00
2
4 Extra for every additional 10M. Lead or part thereof
1 x 1
1 x 1
1 x 1
1 x 1
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.
6 Provision for TNCLW Fund 0.3%
7 Provision for photography charges
8 Provisoion for Unforseen items
Asst.Executive Engineer Junior Engineer
Agrl Engineering Dept Agrl Engineering Dept
Gobichettipalayam Gobichettipalayam
IV Lead
For Bund qty
Deduct inlet&outlet vent
I Lead
over the initial lead as per Sl.No 76
II Lead
III Lead
or DEEPENING OF POND
or DEEPENING OF POND
Total
6
)}/2
DETAILED ESTIMATE FOR FARM POND
Sl
no Description of work
No
MBreadthLength
2
)+(
{( )+(
)}/2)+(
Total
)}/2 1.35
43
{( 0.45
121.00
Total
{( )+( )}/2
{(
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Quantity
M3
7
M3
273.36 M3
M3
703.94 M3
242.00
36.00 M3
206.00 M3
291.00 M3
97.00 M3
97.00 M3
485.00 M3
206.00 M3
LS
LS
LS
273.36
703.94
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NAME OF WORK : FARM POND under RAIN WATER HARVESTING SCHEME
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
VILLAGE: PUNGAMPALLI ; SF.NO: 195
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.
67.36 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
703.94 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.
206.00 M3
30.60 M3
4 Extra for every additional 10M. Lead or part thereof
over the initial lead as per Sl.No 76
291.00 M3
I Lead 3.65 M3
97.00 M3
II Lead 7.30 M3
97.00 M
3
III Lead 10.95 M
3
485.00 M3
IV Lead 14.60 M3
5 206.00 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
ABSTRACT ESTIMATE FOR FARM POND
Sl
noDescription of work
Gobichettipalayam
For BUND Qty
Qty Unit
Total
Junior Engineer,
For Deepening of Farm Pond
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Amount
Rs Ps
1937.00
30199.00
6304.00
1062.15
708.10
1062.157081.00
1246.00
150.00
150.00
100.60
50000.00#REF!
ent,
#REF!
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NAME OF WORK : FARM POND under RAIN WATER HARVESTING SCHEME
VILLAGE: PUNGAMPALLI ; SF.NO: 195
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
Quantity
Cu.M
1 3 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 foundation of weir.
Bell mouth toe 1x1 1.11
Cutt off wall - I 1x1 1.42
Cutt off wall - II 1x1 1.52
Side wall 1x1 0.51
Apron 1x1 7.00 + 7.50 2.25
2
Total 6.81
2 Rough stone dry Packing for Bell
Mouth
BGL Bell mouth toe 1x1 1.11
Cutt off wall - I 1x1 1.42
Cutt off wall - II 1x1 1.52
Side wall 1x1 0.51
Apron 1x1 7.00 + 7.50 2.25
2
AGL Slopping portion 1x1 5.50 + 2.50 0.92
2 7.73
Counter signed.
Asst. Exe. Engineer. Junior Engineer.
Agri.Engg.Department, Agrl.Engg.Department,
Gobichettipalayam Gobichettipalayam
0.45
7.00 0.45 0.45
0.45
1.35
7.50 0.45 0.45
5.50 0.45
2.50 0.45
7.00
7.50
2.50
0.45
0.45
5 6
0.45 0.45
0.45
0.23
Total
1.00
0.23
0.45
0.45
0.23
0.45
1.35
DETAILED ESTIMATE
Sl.no. Description of work Nos.Length Breadth Depth
M. M. M.
2
5.50
4
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ABSTRACT ESTIMATE
NAME OF WORK : FARM POND under RAIN WATER HARVESTING SCHEME
VILLAGE: PUNGAMPALLI ; SF.NO: 195
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
Rate Amount
Rs Ps Rs. Ps
1 6.81 H.G.S.SS.20.B.Earthwork excovating and depositing
Cu.M. 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 Cu.M. 195.80
2 7.73 Rough stone dry packing for bund bell mouth
Cu.M.
#REF! Cu.M. #REF!
TOTAL #REF!
Counter signed.
Asst. Exe. Engineer.
Agri.Engg.Department,
Gobichettipalayam
Junior Engineer,
Gobichettipalayam
l.No uantit Description of item Unit
Agrl.Engg.Department,
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3.00 1.00 1.80 1.80 1.00 3.00
1.00 1.00
GL 1.00 GL
3.00 0.45 3.00
1.80 GL
1.0
0
1.0
0
3.0
0
1.0
0
1.0
0
CS 1
.80
16.40
LS LS1.0
0
0.4
5
1.3
5
25.40 23.40
21.40
CS 1
.80
25.00 1.0
0
1.0
0
1.0
0
1.0
0
GL
3.0
0
27.00 23.40
1.8
0
27.00
0 0 0
1.35
16.40
20.00
SCALE:N
PLAN SHOWING THE PROPOSED FARM POND
NAME OF WORK : FARM POND under RAIN WATER HARVESTING SCHEME
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
PLAN
LONGITUDINAL SECTION
VILLAGE: PUNGAMPALLI ; SF.NO: 195
20.00
29.00
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: ERODE N
: SATHYAMANGALAM
: BHAVANISAGAR
: PUNGAMPALLI
SATHYAMANGALAM
GOBI
PUNGAMPALLI
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
DISTRICT
TALUK
BLOCK
VILLAGE
SF NO: : 197/1
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: un er
: ; . :
####
Sl.No DescriptionAmount
Rs. Ps
1 Cost of Formation of Bund 50000.00
2 Cost of Construction of Surplus Arrengement #REF!
3 Provision for Photographic Charges 250.00
4 Provisoion for Unforseen items 531.30
Total #REF!
( Rupees One Lakh nine thousand only )
Counder singined
Asst.Executive Engineer Junior Engineer,
Agrl Engineering Dept Agrl. Engineering Dept.
Gobichettipalayam Gobichettipalayam.
GENERAL ABSTRACT