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Assistant Executive Engineer, Junior Engin

Agricultural Engineering Department, Agricultural Engineering

Krishnagiri. Krishnagiri.

Hamlet of Jawalagiri Revenue village in Thally block, Denkanikottai Taluk, Krishnagiri

district has been proposed at a cost of Rs.80,000/- and submitted for technical sancti

The estimate for the construction of Farm ponds in S.F.No of Chennama

As the guide lines new farm ponds of size 20m x 20m x 3m are to be establishe

be lined by plastic sheets of 500 microns. How ever it has also been permitted to alte

of the farm ponds based on the site conditions.

A preliminary study of the project area indicated that the soil condition in Thall

does not suit deep farm ponds of 3m depth. It was also felt that there will be no nee

lining as the soil profile indicated, soft density rock strata below a depth of 1.50 mts.

farmers were also not willing to go for plastic lining. Hence it has been decided to est

ponds with a depth of 3 mts. And to decide the linear measurements as per the site c

and catchment area. These issue were placed before the district committee and have

As such the size and depth of the farm ponds have been decided as per the site

and estimates had been prepared.

fields. Based on the feasibility of the catchment area.

DISTRICT

JAWALAGIRI

CHENNAMALAM

THALLY

DENKANIKOTTAI

KRISHNAGIRI

TALUK

INTRODUCTION;

The Govt. of Tmailnadu is implementing Integrated Development of pulses villa

Areas in 5 Districts during the year 2011-2012. In the rain fed areas do not have assur

irrigation, it has been proposed to establish Farm ponds in the project area in order t

life saving irrigation for the pulse crops. The farm ponds will be established in the far

S.F. No.

VILLAGE

HAMLET

BLOCK

NAME OF THE WORK

NAME OF THE FARMER

FORMATION OF FARMPOND

REPORT TO ACCOMPANY THE ESTIMATEG.O.M.S.No.198,Agriculture(API)Dept.Dated:31.10.2011

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eer,

epartment,

on.

lam

and to

r the size

block

of plastic

The

ablish farm

ondition

been approved.

conditions

ges in rain fed

ed

o provide

er's

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DEPTH in

metreQUANTITY in cum

FORM POND 45.00 + 41.00 15.00 + 11.00

2 2

33.75 23.75

x 35.32 x 10-6

= mcft

Asst.Executive Engineer Junior Engineer,

Agrl Engineering Dept Agrl Engineering Dept

Krishnagiri Krishnagiri

1118.000

0.039

Capacity of the pond =

DISTRICT:KRISHNAGIRI/ TALUK:DENKANIKOTTAI / BLOCK:THALLY

VILLAGE:JAWALAGIRI ; SF.NO:

NAME OF WORK : FARM POND under RKVY

CAPACITY OF THE POND

LENGTH in metre BREADTH in metreNO

2.001 1118.000

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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

Countersign

Assistant Exeutive Engineer, Junior Engineer,Agricultural Engg, Department, Agricultural Engg, Department,


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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Rate Amount

Rs Ps Rs Ps

1 M3 SI-62 36.40 M3 36.40

2 M3 SI-61 38.80 M3 38.80

3 M3 SI-67 54.20 M3 54.20

4 M3 SI-72 95.50 M3 95.50

5 M3 SI-78 2.30 M3 2.30

Extra for every additional 10M. Lead or part thereofover the initial lead. I Lead SI-76 4.60 M3 4.60

II Lead 9.20 M3 9.20

III Lead 13.80 M3 13.80

IVI Lead 18.40 M3 18.40

V Lead 23.00 M3 23.00

7 Nos 3100.00 1No 3100.00

Assistant Executive Engineer,

Agricultural Engineering Department, Agricultural Engineering Department,

Gobichettipalayam #REF!

Junior Engineer,

Gobichettipalayam

Description of work

For inlet & outlet 600mm dia RCC pipes 2.50m length

including loading, unloading & transporting to worksite.(Rate

local rate)

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(For Bund qty).

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(FOR DEEPENING OF POND).

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(FOR DEEPENING OF POND).

Breaking clods, consolidating and sectioning

6

DATA SHEET

Sl

noQty Unit

HGS SS.20.B. Earth work excavating and depositing on bank



stoney earth and earth mixed with small size boulders SS.20B

M3

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Depth Quantity

M

1 6 71

45.00 + 43.00 15.00 + 13.00 1.00

2 2

616.00

2

3.00 + 1.00

2280.00

3

1 x 1 43.00 + 41.40 13.00 + 11.40

2 2

411.87

4

1 x 1 41.40 + 41.00 11.40 + 11.00 92.29

2 2

92.29

5 Breaking clods, consolidating and sectioning 280.00

6 - III Lead 504.16

1 x 4 4.00

8 Provision for TNCLW Fund 0.3% LS

9 Provision for Unforeseen items LS

Asst.Executive Engineer Junior Engineer

Agrl Engineering Dept Agrl Engineering Dept


7

1x1For Bund qty

Extra for every additional 10 metres lead or part thereof over the initial lead

For inlet & outlet 600mm dia RCC pipes 2.50m

length including loading, unloading &

transporting to worksite.

For DEEPENING OF POND0.20

Total

For DEEPENING OF POND 1x1

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.

For DEEPENING OF POND

Total

Total

0.80

140 1.00 280.00

411.87

Total

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.

616.00

2 3 5

DETAILED ESTIMATE FOR FARM POND

Sl

no Description of work

No Breadth

M M

Length




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M3

M3

M3

M3

M3

M3

M3

Nos

M3

M3

M3

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Rate Amount

Rs Ps Rs Ps

1 616.00 M3 36.40 M3 22422.40

2 280.00 M3 38.80 M3 10864.00

3 411.87 M3 54.20 M3 22323.35

4 92.29 M3 95.50 M3 8813.70

5 280.00 M3 2.30 M3 644.00

Extra for every additional 10M. Lead or part thereof

220.00 M3

over the initial lead as per Sl.No 78 II Lead 9.20 M3 2024.00

7 4.00 Nos 3100.00 1No 12400.00

8 Provision for TNCLW Fund 0.3% 240.00

9 LS Provision for Unforeseen items LS 268.55

80000.00

(Rupees Eighty thousand only) weir 7075.50

Assistant Executive Engineer,

Agricultural Engineering Department, Agricultural Engineering Department,

Krishnagiri 87075.50

6

Breaking clods, consolidating and sectioning

For inlet & outlet 600mm dia RCC pipes 2.50m length

including loading, unloading & transporting to worksite.

ABSTRACT ESTIMATE FOR FARM POND

Sl

noDescription of work

HGS SS.20.B. Earth work excavating and depositing on bank



stoney earth and earth mixed with small size boulders SS.20B

Krishnagiri

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(FOR DEEPENING OF POND).

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(FOR DEEPENING OF POND).

HGS SS.20.A. Earth work excavating and depositing on bank



stoney earth and earth mixed with small size boulders

SS.20.A(For Bund qty).

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3.00 1.00 2.00 2.00 1.00 3.00

1.00 1.00

GL 1.00 GL

3.00 1.00 HGS 3.00

2.00 0.80 SDR GL

0.20 MDR 1.0

1.0

3.0

0

1.0

1.0

CS 2

.0

41.00 HGS

SDR

MDR

LS LS 1.0

0

1.0

0

0.8

0

0.2

0

11.00

41.00

CS 2

.0

45.00 1.0

1.0

1.0

1.0

GL

3.0

0

PLAN

15.00 15.00

LONGITUDINAL SECTION

45.00

11.0

0

15.0

0

2.0

0

SCALE:NO

PLAN SHOWING THE PROPOSED FARM POND




41.00

45.00

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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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