15x40x1.60-42000
TRANSCRIPT
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80000.00
1) Name of the Revenue Village :-Ayyampalayam
2) 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.
Panayampalli
4) RAIN FALL
Average annual rain fall :-775.46mm
5) SOIL CONDITION
Depth of soil :- 0 to 0.30 m
Depth of sub soil :-0.30 to 0.65
Texture :- Earth mixed with small sized boulders & hard
gravelly soil
Infiltration capacit :- 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 AyyampalayamVillage of Bhavani Sagar Block ,Sathyamangalam Taluk
in Erode Disrtict under Rain Water Harvesting Scheme
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DEPTH in
metreQUANTITY in cum
FORM POND 15.00 + 11.80 40.00 + 36.80
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
823.296
0.029
Capacity of the pond =
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
VILLAGE:AYYAMPALAYAM ; SF.NO: 59/2
NAME OF WORK : FARM POND under RWHS
CAPACITY OF THE POND
LENGTH in metre BREADTH in metreNO
1.601 823.296
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NAME OF WORK : FARM POND under RWHS
VILLAGE:AYYAMPALAYAM ; SF.NO: 59/2
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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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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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 RWHS
VILLAGE:AYYAMPALAYAM ; SF.NO: 59/2
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 RWHS
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
VILLAGE:AYYAMPALAYAM ; SF.NO: 59/2
Depth Quantity
M
1 6 7
1
1 x 1 15.00 + 14.00 40.00 + 39.00 0.50 286.38
2 2
286.38
2
1 x 1 14.00 + 12.80 39.00 + 37.80 0.60 308.74
2 2
308.74
3
1 x 1 12.80 + 11.80 37.80 + 36.80 0.50 229.40
2 2
229.40
4 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 3.00 + 1.00 1.00 60.00
2
1 x 2 3.00 + 1.00 1.00 18.00
2
42.00xtra or every a t ona . ea or part t ereo
over the initial lead as per Sl.No 76
230.00
6 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. 42.00
7 Provision for TNCLW Fund 0.3% LS
8 Provision for photography charges LS
9 Provisoion for Unforseen items LS
Asst.Executive Engineer Junior Engineer
Agrl Engineering Dept Agrl Engineering Dept
Gobichettipalayam Gobichettipalayam
For DEEPENING OF POND
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
For DEEPENING OF POND
Total
Total
2 3 5
DETAILED ESTIMATE FOR FARM POND
Sl
no Description of work
No Breadth
M M
Length
Total
I Lead
For Bund qty
Deduct inlet&outlet vent
Total
In hard stiff clay,stiff black cotton, hard red earth, shales, murram, gravel, stoneyearth, and earth mixed with
30
4.5
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M3
M3
M3
M3
M3
M3
M3
M3
M
M3
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NAME OF WORK : FARM POND under RWHS
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
VILLAGE:AYYAMPALAYAM ; SF.NO: 59/2
Rate
Rs Ps
1 286.38 M3 36.40 M3
2 308.74 M3 54.20 M3
3 229.40 M3 95.50 M3
4 42.00 M3 38.80 M3
5 Extra for every additional 10M. Lead or part thereof
over the initial lead as per Sl.No 76
230.00 M3 I Lead 4.60 M3
6 42.00 M3
7.65 M3
7 Provision for TNCLW Fund 0.3%
8 LS Provision for photography charges LS
9 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
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
Gobichettipalayam
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.
MR-&-DMR (Not Requiring Blasting) Earth workexcavating 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.
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.(New
buund formation)
Add to relevant T.N.D.S.S. No.20.A, rates for new tank bunds
and closing breaches for extra watering and consolidation, By
hand roller
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Amount
Rs Ps
10424.05
16733.49
21907.22
1630.00
1058.00
321.00
240.00
150.00
27536.24
80000.007075.50
ent,
87075.50
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NAME OF WORK : FARM POND under RWHS
VILLAGE:AYYAMPALAYAM ; SF.NO: 59/2
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
5.50
7.00
7.50
DETAILED ESTIMATE
Sl.no. Description of work Nos.Length Breadth Depth
M. M. M.
2 4 6
0.45 0.45
5
0.45
0.23
Total
1.00
7.50 0.45 0.45
2.50 0.45
0.23
1.35
2.50
5.50 0.45
7.00 0.45 0.45
0.45
0.23
0.45
0.45
0.45
1.35
0.45
0.45
0.45
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ABSTRACT ESTIMATE
NAME OF WORK : FARM POND under RWHS
VILLAGE:AYYAMPALAYAM ; SF.NO: 59/2
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.
890.00 Cu.M. 6879.70
TOTAL 7075.50
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 1.60 1.60 1.00 3.00
1.00 1.00
GL 1.00 GL
3.00 0.50 HGS 3.00
1.60 0.60 SDR GL
0.50 MDR 1.0
1.0
3.0
0
1.0
1.0
CS 1
.6
11.80 HGS
SDR
MDR
LS LS 1.0
0
0.5
0
0.6
0
0.5
0
36.80
11.80
CS 1
.6
15.00 1.0
1.0
1.0
1.0
GL
3.0
0
PLAN
40.00 40.00
LONGITUDINAL SECTION
15.00
36.80
40.00
1.6
0
SCALE:NOT
PLAN SHOWING THE PROPOSED FARM POND
NAME OF WORK : FARM POND under RWHS
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
VILLAGE: ; SF.NO:
11.80
15.00
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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.
STONE(BHAVANISAGAR
NALLROAD)
KARUR
REFERENCE
TO METTUPALAYAM
TO KOVAI
ANTHIYUR & BHAVANI
KAVANDAPADI
BHAVANISAGAR NALL ROAD
PERIYAKALLIPATTI PIRIUV PANAYAMPALLI
LEAD CUM LOCATION MAP
ISTRICT
TALUK
BLOCK
AYYAMPALAYAM PULIYAMPATTI
ILLAGE
SF NO: :SCALE:NOT
TO SCALETHALAVADI &
MYSORE
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: un er
: ; . :
####
Sl.No DescriptionAmount
Rs. Ps
1 Cost of Formation of Bund 80000.00
2 Cost of Construction of Surplus Arrengement 7075.50
3 Provision for Photographic Charges 250.00
4 Provisoion for Unforseen items 531.30
Total 87856.80
( Rupees One Lakh nine thousand only )
Counder singined
Asst.Executive Engineer Junior Engineer,
Agrl Engineering Dept Agrl. Engineering Dept.
Gobichettipalayam Gobichettipalayam.
GENERAL ABSTRACT