rwhs fp anbu nataraj a 2side

7/29/2019 Rwhs Fp Anbu Nataraj a 2side

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50000.00

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 62.00 + 58.60 12.00 + 8.60

2 2

33.75 23.75

x 35.32 x 10-6

= mcft

Asst.Executive Engineer Junior Engineer,

Agrl Engineering Dept Agrl Engineering Dept


NAME OF WORK : FARM POND under RWHS

CAPACITY OF THE POND

LENGTH in metre BREADTH in metreNO

1.701 1055.853

1055.853

0.037

Capacity of the pond =

DISTRICT:ERODE/ TALUK:SATHYAMANGALAM / BLOCK:BHAVANISAGAR

VILLAGE:AYYAMPALAYAM ; SF.NO: 59/2


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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.

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



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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 62.00 + 61.10 12.00 + 11.10 0.45 319.91

2 2

319.91

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 61.10 + 58.60 11.10 + 8.60 1.25 736.90

2 2

736.903 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 1.00 336.00

2

1 x 2 3.00 + 1.00 1.00 18.00

2

318.004 Extra or every a t ona 10M. Lea or part t ereo


50.00

100.00200.00

220.00

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. 318.00

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

For DEEPENING OF POND

I Lead

II LeadIII Lead

IV Lead

For Bund qty

Deduct inlet&outlet vent

DETAILED ESTIMATE FOR FARM POND

Sl

no Description of work

No Breadth

M M

Length

Total

Total

2 3 5

Total

In hard stiff clay,stiff black cotton, hard red earth, shales, murram, gravel, stoneyearth, and earth mixed with

168

4.5


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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.

1.91 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

736.90 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.

318.00 M3

30.60 M3

4 Extra for every additional 10M. Lead or part thereof


50.00 M3

I Lead 3.65 M3

100.00 M3

II Lead 7.30 M3

200.00 M

3

III Lead 10.95 M

3

220.00 M3

IV Lead 14.60 M3

5 318.00 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

Junior Engineer,

For Deepening of Farm Pond

ABSTRACT ESTIMATE FOR FARM POND

Sl

noDescription of work

Gobichettipalayam

For BUND Qty

Qty Unit

Total


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Amount

Rs Ps

55.00

31613.00

9731.00

182.50

730.00

2190.003212.00

1924.00

150.00

150.00

62.50

50000.00#REF!

ent,

#REF!


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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,


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




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.

#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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N

3.00 1.00 1.70 1.70 1.00 3.00

1.00 1.00

GL 1.00 GL

3.00 0.45 HGS 3.00

1.70 GL

1.0

1.0

3.0

0

1.0

1.0

CS 1

.7

58.60 HGS

SDR

LS LS 1.0

0

0.4

5

1.2

5

8.60

58.60

CS 1

.7

62.00 1.0

1.0

1.0

1.0

GL

SCALE:NOT TO S

PLAN SHOWING THE PROPOSED FARM POND



VILLAGE: ; SF.NO:

58.60

62.00

1.25

LONGITUDINAL SECTION

62.00

1.7

0

8.6

0

8.6

0

12.0

0

SDR

3.0

0

PLAN

12.00 12.00


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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.

ILLAGE

SF NO: :SCALE:NOT

TO SCALETHALAVADI &

MYSORE

LEAD CUM LOCATION MAP

ISTRICT

TALUK

BLOCK

AYYAMPALAYAM PULIYAMPATTI

TO METTUPALAYAM

TO KOVAI

ANTHIYUR & BHAVANI

KAVANDAPADI

BHAVANISAGAR NALL ROAD

PERIYAKALLIPATTI PIRIUV PANAYAMPALLI

STONE(BHAVANISAGAR

NALLROAD)

KARUR

REFERENCE


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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

rwhs fp anbu nataraj a 2side

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