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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


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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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


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



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,





Junior Engineer,

Sl.No. Quantity Description of item Unit

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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


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


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.



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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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


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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Quantity

Cu.M

1 3 7

1 H.G.S.SS.20.B.Earthwork excovating and depositing




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,


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




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.



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



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

15x40x1.60-42000

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