RWHS FPANBU-KALLIYAPPAGA-1-3side.xls

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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

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M3

M3

M3

M3

M3

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M3

M3

M3

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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

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M3 M3

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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