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RWHS FPANBU-KALLIYAPPAGA-1-3side.xls
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port to accompany the Estimate for the Construction in Erode Disrtict under Rain Water Harvesting for the year 2008-09 Estimate Amount Rs:- From Sathya Village Name of the S.F.No. Total ExtenExtent land owner Sub Divisi Ha. Proposed Ha. Panayampalli 4) RAIN FALL Average :-775.46mm 5) SOIL CONDITION :- 0 to 0.30 m :-0.30 to 0.65 Texture :- Earth mixed with small sized b gravelly soil :- Fair / Moderate 6) Crops Main crops :- Ground nut Rotation of crops :- Ragi, Cholam Pattern of cultivatio:-Sown in July,Aug & Harvested in October, November Whether composed manu:- Yes 7) Erosion Hazards of Erosion :- Severe Type of Erosion :- Gully Erosion Assistant Executive Engineer Junior Engineer Agricultural Engineering Department Agricultural Engineerin Gobichettipalayam Gobichettipalayam n Ayyampalayam Village of Bhavani Sagar Block ,Sathyam 1) Name of the Revenue Village :-Ayyampalayam 2) Location (S.F.No.& Location):- The site is located a 3) Particulars of land use :-
Transcript of RWHS FPANBU-KALLIYAPPAGA-1-3side.xls
Report to accompany the Estimate for the Construction of Farm Pond
in Erode Disrtict under Rain Water Harvesting Scheme for the year 2008-09
Estimate Amount Rs:- 50000.00
From Sathyamangalam and 12 km from Pulliyampatti.
Village Name of the S.F.No. Total Extent Extent Remarksland 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 / Moderate6) 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 EngineerAgricultural Engineering Department Agricultural Engineering DepartmentGobichettipalayam Gobichettipalayam
in AyyampalayamVillage of Bhavani Sagar Block ,Sathyamangalam Taluk
1) Name of the Revenue Village :-Ayyampalayam2) Location (S.F.No.& Location):- The site is located at a distance of 20KM
3) Particulars of land use :-
CAPACITY OF THE POND
NAME OF WORK : FARM POND under RWHS
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
VILLAGE: ; SF.NO:
NO LENGTH in metre BREADTH in metre
FORM POND 1x145.00 + 41.70
{(20.00 + 16.70
)+(15.00 + 11.70
)}/2 1.65 1133.712 2 2
Capacity of the pond = 1133.711
= 0.04 mcft
Asst.Executive Engineer Junior Engineer,Agrl Engineering Dept Agrl Engineering DeptGobichettipalayam Gobichettipalayam
DEPTH in
metre
QUANTITY in cum
x 35.32 x 10-6
CAPACITY OF THE POND
NAME OF WORK : FARM POND under RWHS
DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
VILLAGE: ; SF.NO:
LEAD STATEMENTNAME OF WORK : FARM POND under RWHSDISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGARVILLAGE: ; SF.NO:
Sl.No.
Qu
anti
ty
Des
tin
atio
n
Ordinary Hill Ordinary Hill
Wor
k si
te
1 Rough stone for revetm 1 Cu.M Nalroad 11 60.65 200.00 260.65
1. The distance furnished are correct and minimum to the best of my Knowledge. 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.
Description of Materials
Source of supply
Lead Distance in K.m.
Lead charges Cost of
Materials
TotalCostRs.
DATA SHEET
NAME OF WORK : FARM POND under RWHSDISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGARVILLAGE: ; SF.NO:
Sl.No. Quantity Description of itemRate
UnitAmount
Rs Ps Rs. Ps1 2 3 4 5 6
1 Clearing light jungle as per SI.No:2 1.65 1.65
2 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 28.75
3 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 30.60
4 SDR (Not requiring blasting).Earthwork excovating and
depositing on bank within initial lead of 10 M.& initial lift of 2M. 42.90 42.90
soft disintegrated rock,laterite,softrock or kunkar
not requirig blasting as per SI67 For Pond
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. 6.05 6.05
6 Extra for every additional 10M. Lead or part thereof
over the initial lead as per Sl.No 76
I Lead 3.65 3.65
II Lead 2x3.65 7.30
III Lead 3x3.65 10.95
IV Lead 4x3.65 14.60
V Lead 5x3.65 18.25
7 Extra for every additional 1Meter. Lift or part thereof
over the initial lift as per Sl.No 77
I Lift 2.95 2.95
II Lift 2 x 2.95 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, Junior Engineer,
M2 M2
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
Agricultural engineering department, Agricultural Engg department, Gobichettipalayam Gobichettipalayam
DETAILED ESTIMATE FOR FARM PONDNAME OF WORK : FARM POND under RWHSDISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGARVILLAGE: ; SF.NO:
Description of workNo Length Breadth Depth QuantityM M M
1 2 3 4 5 6 71 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 For DEEPENING OF POND 1 x 1 45.00 + 44.10 {( 20.00 + 19.10 )+( 15.00 + 14.10 )}/2 0.45 341.81
2 2 2
Total 341.812 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
For DEEPENING OF POND 1 x 1 44.10 + 41.70 {( 19.10 + 16.70 )+( 14.10 + 11.70 )}/2 1.20 792.792 2 2
Total 792.793 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
For Bund qty 1 x 1 125 3.00 + 1.00 1.00 250.002
Deduct inlet&outlet vent 1 x 2 3 3.00 + 1.00 1.00 12.002
Total 238.004 Extra for every additional 10M. Lead or part thereof
over the initial lead as per Sl.No 76I Lead 1 x 1 50.00
II Lead 1 x 1 50.00III Lead 1 x 1 100.00IV Lead 1 x 1 155.00
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. 238.00
6 Provision for TNCLW Fund 0.3% LS7 Provision for photography charges LS8 Provisoion for Unforseen items LS
Asst.Executive Engineer Junior EngineerAgrl Engineering Dept Agrl Engineering DeptGobichettipalayam Gobichettipalayam
Sl no
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
ABSTRACT ESTIMATE FOR FARM PONDNAME OF WORK : FARM POND under RWHSDISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGARVILLAGE: ; SF.NO:
Qty Description of workRate
UnitRs Ps
1 H.G.S.SS.20B.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.
103.81 For Deepening of Farm Pond 28.752 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
792.79 42.90
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.
238.00 For BUND Qty 30.604 Extra for every additional 10M. Lead or part thereof
over the initial lead as per Sl.No 7650.00 I Lead 3.6550.00 II Lead 7.30
100.00 III Lead 10.95155.00 IV Lead 14.60
5 238.00 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
6 Provision for TNCLW Fund 0.3%
7 LS Provision for photography charges LS
8 LS Provisoion for Unforseen items LS
Total(Rupees Fifty thousand only) weir
Assistant Executive Engineer, Junior Engineer,Agricultural Engineering Department, Agricultural Engineering Department,
Sl no
M3 M3
M3 M3
M3 M3
M3 M3
M3 M3
M3 M3
M3 M3
M3
M3
Gobichettipalayam Gobichettipalayam
ABSTRACT ESTIMATE FOR FARM POND
AmountRs Ps
2985.00
34011.00
7283.00
182.50365.00
1095.002263.00
1440.00
150.00
150.00
75.50
50000.00#REF!
Agricultural Engineering Department,
#REF!
NAME OF WORK : FARM POND under RWHSVILLAGE: ; SF.NO: DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
Sl.no. Description of work Nos.Length Breadth Depth Quantity
M. M. M. Cu.M
1 2 3 4 5 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 foundation of weir.
Bell mouth toe 1x1 5.50 0.45 0.45 1.11
Cutt off wall - I 1x1 7.00 0.45 0.45 1.42
Cutt off wall - II 1x1 7.50 0.45 0.45 1.52
Side wall 1x1 2.50 0.45 0.45 0.51
Apron 1x1 7.00 + 7.50 1.35 0.23 2.25
2
Total 6.81
2 Rough stone dry Packing for Bell
Mouth
BGL Bell mouth toe 1x1 5.50 0.45 0.45 1.11
Cutt off wall - I 1x1 7.00 0.45 0.45 1.42
Cutt off wall - II 1x1 7.50 0.45 0.45 1.52
Side wall 1x1 2.50 0.45 0.45 0.51
Apron 1x1 7.00 + 7.50 1.35 0.23 2.25
2
AGL Slopping portion 1x1 5.50 + 2.50 1.00 0.23 0.92
2 Total 7.73
Counter signed.
Asst. Exe. Engineer. Junior Engineer.Agri.Engg.Department, Agrl.Engg.Department,Gobichettipalayam Gobichettipalayam
DETAILED ESTIMATE
NAME OF WORK : FARM POND under RWHSVILLAGE: ; SF.NO: DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR
Sl.No.Quantity Description of itemRate
UnitAmount
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. Junior Engineer,Agri.Engg.Department, Agrl.Engg.Department,Gobichettipalayam Gobichettipalayam
ABSTRACT ESTIMATE
PLAN SHOWING THE PROPOSED FARM PONDNAME OF WORK : FARM POND under RWHSDISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR N
VILLAGE: ; SF.NO:
3.00 1.00 1.65 16.70 1.65 1.00 3.00
1.00 20.00 1.00
GL 1.00 GL SCALE:NOT TO SCALE
3.00 0.45 3.00
1.651.20 G
L
1.00
LONGITUDINAL SECTION 1.00
3.00
1.00
20.00
1.00
CS 1.65
16.70
CRO
SS S
ECTI
ON1.65
41.7
0
45.00
LS LS
45.00 41.7
0
45.0
0 1.00
0.45
1.20
41.70
11.70
CS 1.65
15.00 1.00
1.00
3.00
PLAN 1.00
1.00
GL
LEAD CUM LOCATION MAP
DISTRICT : ERODE NTALUK : SATHYAMANGALAM
BLOCK : BHAVANISAGAR
VILLAGE : PERIYAKALLIPATTI
SF NO: :
ANTHIYUR & BHAVANI
SATHYAMANGALAM
GOBI
KAVANDAPADI
BHAVANISAGAR NALL ROAD
PERIYAKALLIPATTI PIRIUV PANAYAMPALLI
AYYAMPALAYAM PULIYAMPATTI ERODE
TO METTUPALAYAM
TO KOVAI
KARUR
SANAPIRATAI
Checked by me:- Prepared by me:- REFERENCE
CEMENT
SAND(SANAPIRATAI)
Asst. Executive Engineer, Junior Engineer,
SCALE:NOT TO SCALE
THALAVADI & MYSORE
STONE(BHAVANISAGAR NALLROAD)
Agricultural Engineeing Dept. Agricultural Engineeing Dept. PROPOSED SITE
Gobichettipalayam. Gobichettipalayam.
GENERAL ABSTRACT
NAME OF WORK : FARM POND under RWHS
VILLAGE: ; SF.NO:
###
Sl.No Description
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.
Amount Rs. Ps
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