Nwdpra Sunken Pond NATARAJ A2 2side OK OK Ok

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


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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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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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 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


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


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


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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Rate

Rs Ps

1 H.G.S.SS.20B.Earthwork excovating and depositingon bank within initial lead of 10 M.& initial lift of 2M.



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




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


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


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


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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Nwdpra Sunken Pond NATARAJ A2 2side OK OK Ok