Government Of Madhya Prades1

GOVERNMENT OF MADHYA PRADESH WATER RESOURCES DEPARTMENT

PROFORMA REPORT OF MARHI KANOONGO TANK PROJECT UNIT – II CANAL DESIGNED IRRIGATION 700 Ha. TECHNICAL APPROVED CASE ESTIMATED COST Rs. 197.21 LAKHS

TEHSIL – ASHOKNAGAR

DISTRICT - ASHOKNAGAR

JANUARY - 2006

Sub Divisional Officer Water Resources Sub Division Ashoknagar

Executive Engineer Water Resources Division Ashoknagar

GOVERNMENT OF MADHYA PRADESH WATER RESOURCES DEPARTMENT

DETAILED ESTIMATE OF UNIT I - HEAD WORK

BLOCK & TEHSIL – ESAGARH

DISTRICT - ASHOKNAGAR

ESTIMATED COST Rs. 413.04 LAKHS NOVEMBER - 2006

EXECUTIVE ENGINEER WATER RESOURCES DEPARTMENT ASHOK NAGAR ( M. P. )

MARHI KANOONGO NALA TANK PROJECT INDEX S.No

Particulars

1

2

Page No. From To 3 4

GENERAL REPORT & PERFORMA 1

Project at a Glance

1

2

2

General Report

3

8

3

Index Map

9

-

4

Salient Feature

10

13

5

Reconnaissance report report as per T. C. No 25 W / M 61 08 / 12 / 1962 .

14

15

6

Preliminary check statement for general feasibility of project as per T.C.25/W (M) / 61 dated 08/12/1962

16

17

7

Performa to accompany all project estimated to cost more then Rs.5.00 Lakhs .

18

23

8

Performa for administrative approval (in Hindi)

24

25

9

Check statement for minor irrigation scheme to Accompany 70 .

26

28

10

Check list to be furnished for provision in the stage - I estimate of irrigation project with the project submitted for revised administrative approval .

29

32

11

Project check list to be furnished of water resource Department ( in Hindi )

33

36

12 13

Check statement minor irrigation scheme to Accompany T. C. 70 . Check list for according Administrative approved.

37 39

38 40

14

Performa to Accompany AA case vide Govt. of M. P. irrigation department No. 22/89/ M8/3/89 Bhopal at 30.4.1981.

41

-

dated

T. C.

S.No

Particulars

1

2

Page No. From 3

To 4

LETTERS 15

Collector certificate

42

-

16

List of village to be benefited

43

-

17

Willingness of cultivators

44

-

18

Later of D.D.A regarding cropping pattern & water requirement.

45

46

19

Statement showing Agriculture statistic

47

50

WATER PLANNING:20

Rainfall and yield statement in descending order for 40 years.

51

54

21

Month wise delta requirement & cropping pattern

55

56

22

Water planning & water requirement

57

58

23

Fixing of live storage & principle levels

59

60

24

Capacity table

61

-

25

Working table

62

63

CALCULATION & DESIGN 26

Design of Head Sluice

64

-

27

Design of Flush Bar &Fluming of Spill Channel

65

67

28

Calculation of B.C. Ratio

68

-

29

Economics of irrigation scheme

69

-

30

Employment generation

70

-

31

Economics of irrigation scheme Irrigation Revenue Return

71

72

32

Line diagram of Head Work & Canal

72

-

S.No

Particulars

1

2

Page No. From 3

To 4

ABSTRACT COST 32

General Abstract of

73

General Abstract of Unit –I

74

General Abstract of

75

Unit - II

33

Unit –I Head Work Abstract cost of

34

“A” Preliminary

-

76

77

Unit –I Head Work Abstract cost of “B” Land

78

-

35

Unit –I Head Work Abstract cost of “C” Masonry

79

84

37

Unit –I Head Work Abstract cost of “L” Earth work

85

89

38

Unit –I Head Work Abstract cost of “M” Plantation

90

-

39

Unit –I Head Work Abstract cost of “O” Miscellaneous

91

92

40

Unit –I Head Work Abstract cost of “P” Maintenance

93

-

41

General Abstract of

94

-

42

Unit –II Canal Work Abstract cost of

95

96

43

Unit –II Canal Work Abstract cost of “B” Land

97

-

44

Unit –II Canal Work Abstract cost of “C” Masonry

98

107

45

Unit –II Canal Work Abstract cost of “L” Earth work

108

-

46

Unit –II Canal Work Abstract cost of “M” Plantation

109

-

47

Unit –II Canal Work Abstract cost of “O” Miscellaneous

110

111

48

Unit –II Canal Work Abstract cost of “P” Maintenance

112

Unit - II “A” Preliminary

Drawings : -

43

41

L – Section of Bund. & Maximum cross Section of Bund,

113

114

42

Head Sluice & Flush Bar

115

116

Canal L- Section & Structure

117

MARHI KANOONGO NALA TANK PROJECT TEHSIL:- ASHOK NAGAR

DISTRICT:- ASHOK NAGAR PROJECT AT A GLANCE

GENERAL :MARHI KANOONGO Nala tank project envisages the construction of an earthen main dam of 960.0 M long and 11.20M high on local nalla, a tributary of river Parwati in Chambal river , basin intercepting a catchments area of 10.80sq. km. to impound 1.5597 Mcum. of water and to irrigate 240.00Ha. annually with 150 % of crop intensity in 2 No. of village of through a net work of canal system of 2.50km. long and a head discharge of 0.11Cumecs. LOCATION :It is located in the ASHOK NAGAR legislative Assembly Constituency No 29 ASHOK NAGAR of block and tehsil ASHOK NAGAR of district ASHOK NAGAR shown on the survey of India toposheet No. 54-H/5 at a latitude 24º46’00” and longitude 77º16’15”. The dam site is approachable by 3.00 Km long cart track near village Deopur, left side of Patai – Umri asphalt road from 12th Km. after crossing 12.00 km distance from ASHOK NAGAR by NH- 3 A. B. Road, so total distance is 27.00 Km. from district head quarter ASHOK NAGAR. NECESSITY :This project is proposed for irrigation purpose. The cultivators of this area depends upon bore well irrigation of crop. Deep bore well are not successful in this locality. Also drinking water is not available in adequate quantity to full fill the requirement of villagers. This tank will be very helpful to irrigation of crop as well as for irrigation of crop as providing drinking water and raising of water table.

COST :-

The over all cost of the project is to Rs.227.87 Lakhs to provide annual irrigation of 240.00 Ha. and an equivalent area of Rabi 253.33 Ha. The cost of the project on annul irrigation is worked out to Rs 94946 /-per Ha and on equivalent area of Rabi is RS. 89950 /- per Ha. BENEFITS (1)

During construction the employment have been provided to non recurring and recurring the tune of 26352 & 56326 respectively. The I.R.R. comes out 0.109 with B.C. Ratio 1.99

(2)

On completion the project will :Irrigate an area of 240.00 Ha. of C.C.A. with 150 % crop intensity consisting of mixed crop pattern of 80.00 Ha.of Soyabeen in Kharif, 110.00 Ha ordinary wheat and 50.00Ha. hybrid wheat in Rabi.

(3)

Produce additional food grains to the tune of 1900 quintal annually value Rs. 15.20 Lakhs as per the market rate of the year 2006.

(4)

Give a gross revenue of Rs.0.57 Lakhs every year by revenue realization.

(5)

Benefit the cultivators of 2 number of village comprising the population of about 2587 which is population of block.

(6)

Provide study employment to the agricultural labours of the area.

(7)

Increase the water level in the wells of the region to solve the drinking water problem of the area.

(8)

Increase the irrigation percentage of the block from 3.06 % to 3.38 % from government sources.

Executive Engineer Water Resources Sub Division ASHOK NAGAR ( M.P.) Department

Chief Engineer Chambal Betwa Basin Water Resources BHOPAL(M.P.)

MARHI KANOONGO TANK PROJECT TEHSIL-ASHOK NAGAR

DISTT.- ASHOK NAGAR

BRIEF – REPORT 1

INTRODUCTION ASHOK NAGAR district with limited facilities, percentage of irrigation being less

then 4, depends entire on rainfall for the maturity of the crop due to uncertain rainfall the cultivators this area are not able to make their both ends meet. Thus the role of irrigation in the all round integrated development of ASHOK NAGAR district can not be cover emphasized. The mainstay of the majority of the people in area is agriculture. The land is fertile and the farmers are pains taking hard, yet they do not get adequate return for their toil because of scanty rain resulting in poor production 2

NECESSITY Unlike some of the more fortunate area of the country the cultivation in this

region almost entirely depends upon rainfall for the maturity of the crops grown in Kharif and Rabi season and is often subjected to drought conditions owing to the vagaries of mansoon due to its late commencement and early cessation and uncertain winter rains threatening the rainfed crops on whose prospects the economy of the cultivators and the welfares of agricultural labours depends, call for immediate attention to provide irrigation facilities to the crop and employment, to the labourers. Therefore in such a situation the construction of an earthen dam on MARHI KANOONGO nala near village Devpur to irrigate 160.00 Ha of C.C.A. is an imperative need to serve the dual purpose of providing employment to the labour and irrigation facilities to the cultivators. 3

PROJECT SUMMARY MARHI KANOONGO Nala tank project costing to Rs.227.87 Lakhs

envisages the construction of an earthen dam across local nala a tributary to river Parwati of Chambal basin near village Deopur intercepting a catchments area of 10.80 sq.km. to impound capacity 1.5597 M.Cum of water to provide irrigation facilities to 160.00Ha. of C.C.A. in two number of village namely are as deopur and Chackdeopur to poor cultivators of block, Tehsil of district ASHOK NAGAR, where there are no existing irrigation facilities, through a net work of canal system of 2.50 Kms. long with a head discharge of 0.11 cumecs 4

LOCATION :-

It is located in the ASHOK NAGAR legislative Assembly Constituency No 29 ASHOK NAGAR of block and tehsil ASHOK NAGAR of ASHOK NAGAR district represented by shri Kanhiya Lal Agrawal the sitting M.L.A. The dam site is approachable by 3.00 Km long cart track near village Deopur, left side of Patai – Umri asphalt road from 12th Km. after crossing 12.00 km distance from ASHOK NAGAR by NH- 3 A.B. Road, so total distance 27.00 Km. from district head quarter ASHOK NAGAR. It can be located on the survey of India toposheet no.54-H/5 at a latitude 24º46’00” and longitude 77º16’15”. 5

PROJECT PROPOSALS (i)

DAM :A main earthen dam of 960.00 M. long and 11.20M.high maximum across the

nala to impound 1.5592 Mcum of water forming a lake with water spread area57.00 hectares at F.T.L. for irrigation purpose. The zonal section of dam adopted as per

T.C.No. 40 dated

27.12.69. of Chief Engineer, irrigation department. ( ii )

WASTE WEIR :Waste weir of 90.00 m. long bye wash have to be constructed on left flank to

dispose off the 115.57 cumecs the designed discharge . (iii )

HEAD SLUICE :For regulating the water supply in to the canal from the reservoir, a well type

sluice with the Hume pipe barrel of 1000 mm.dia and with the gate size 0.60m. x0.60 m. has been proposed to be constructed, atR.D.660.00 M.of the dam. ( iv )

CANAL SYSTEM :A main canal of 2.50 Km. long with the maximum carrying capacity of 0.11

cumecs head discharge takes off from the head sluice on right flank at R.D.660.00 M. of dam has been proposed.

6

HYDROLOGY : The catchments area of the Nala at the proposed dam site is 10.80 Sq.Km. there is no rain-gauge station in the catchments area. The rainfall data of the ASHOK NAGAR rain gauge station for 36 year has been adopted to work out 75% dependable yield from the catchments area. The 75% dependable rainfall is 740.00mm and the corresponding yield is 0.824 Mcum. per sq. mile of the catchments area . Therefore for whole of the catchments area of10.80 sq, km. with 0.90 dimination factor. 75% dependable yield works out to 3.809 Mcum.

Average annual rainfall 922.50 mm and mean manson run off from catchments area with considering 0.9 diminishing factor calculated is 7.10 Mcum.. 7

DUTIES AND DELTAS The duty adopted for the design of canal is 1311.47 Ha. /Cumecs. The

transmission losses are provided @ 35 % of the field requirement. The delta adopted for 15 cm. for Soyabeen in Kharif, 30 cm.for ordinary wheat and 50 cm. for hybrid wheat in Rabi as recommended by D.D.A.,ASHOK NAGAR 8

CROP PATTERN:

(a)

Existing :-

The gross command area of the project is 225.00 Ha out of which the

cropped area is 160.00 Ha. the crop grown in Kharif are maize, jowar, mung, lineced and others and in Rabi season are ordinary wheat, gram, lentil and Dhaniya etc. all are rainfed crops.

(b)

Proposed :-

Soyabeen 80.00 Ha. Kharif, ordinary wheat 110.00 Ha and

Hybrid wheat 50.00 Ha.in Rabi crop are proposed for irrigation. Thus the proposed annual irrigation is 240.00 Ha and equivalent area of Rabi is 253.33 Ha with the crop intensity of 150 %

9

RESERVOIR It is proposed to store 1.5592 Mcum. of water as gross storage and 0.3790 Mcum of water as dead storage. The dead storage is computed to a silting rate of 0.50 Acre ft. / year / sq. mile of catchments area for the 100 years. Therefore the live storage has been provided 1.1807 Mcum. to irrigation 160.00 hectare of C.C.A.

10 GROSS WATER REQUIRMENT (a)

100 % Kharif requirement :-

0.2700 Mcum.

(b)

100 % Rabi requirement :-

0..8950 Mcum.

Live storage :-

1.1650 Mcum.

(c)

Dead storage provided

:-

Gross storage :-

0.3790 Mcum. 1.5440 Mcum.

11 FIXING OF PRINCIPAL LEVEL OF THE RESERVOIR The principal level of the tank has been fixed are as given as below :-

S No.

Particulars.

12

R.L. in M.

Capacity Required

Capac ity Requir ed

1

Nala Bed Level

( N.B.L.)

89.80 M.

0.3753

0.3790

2

Lowest Sill Level

( L.S.L.)

95.00 M.

1.5597

1.5597

3

Full Tank Level

( F.T.L.)

98.00 M.

-

-

4

Maximum Water Level

( M.WL.)

99.00 M.

-

-

5

Top Bund Level

(T.B.L.)

101.00 M.

-

-

ANNUAL IRRIGATION The irrigation aspects are as under :-

( i ) Gross command area.

:- 225.00 Ha.

( ii )

Culturable command area.

:- 200.00 Ha.

( iii )

Net cropped area.

:- 160.00 Ha.

( iv )

Area proposed for irrigation.

(A)

Kharif ( a )Soyabeen

(B)

:- 80.00 Ha.

Rabi (a)

Ordinary wheat

(b)

Hybrid wheat

:- 110.00 Ha. :- 50.00 Ha.

(v)

Proposed Annual Irrigation

:- 240.00 Ha.

( vi )

Crop intensity

:- 150 %

( vii )

Equivalent area of Rabi

13

:- 253.33 Ha

SUBMERGENCE The area under submergence is situated in village Deopur. The area of submergence at L.S.L.is19.51 hectares and the area at F.T.L. is 57.00 hectares out of whitch the cultivated land is 42.50 hectares witch is within 17.50 % of area proposed for irrigation. No forest and village is likely to be submerged fully partially. 14

DRAINAGE PROBLEM No drainage problem is anticipated in the command as the terrain is steeply sloping and the water table is low.

15

NTERSTATE ASPECTS

The catchments area of the Nala entirely lies in the estate of Madhya Pradesh as such it is considered that there is no interstate problem. 16 PROVISIONS IN THE ESTIMATE Necessary provisions are made under each sub head of estimate of Unit – I Head work and Unit – II Canal which are enclosed. To cover the cost of establishment and T & P need for the project 11 % is added to the cost of Unit –I and Unit –II excluding cost of B- Land under which adequate provision has been made to acquire private land coming under the submergence of the reservoir and additional land required for the construction of a dam and canal system . The over all cost of the project is to Rs.227.87 Lakhs where as unit – I Head work& unit II Canal work amount is Rs. 197.16 /- & Rs. 30.71 /- respectively to provide annual irrigation of 240.00 Ha. of mixed cropping pattern. The Rabi equivalent area in terms of ordinary wheat is 253.33 Ha. The cost per hectare of the project on annual irrigation is to Rs. 94946 /-and on Rabi equivalent area is Rs. 82115 /- which is with in the limits fixed by the Government of M.P. Irrigation Department. The estimate has been framed on the basis of UCSR in force from 1. 9. 2003 of Water Resources Department Government of Madhya Pradesh.

17.

RECOMMENDATION The area under command of the project has been taken on non-tribal area of the district special preference is being given for development of this block. The percentage of irrigation in ASHOK NAGAR Tehsil is very less from Government source i.e 3.06 % Which will be increased 3.38 % after completion of the scheme .As the land under command is fertile and its productivity will be increased highly after irrigation . The cultivators are mainly poor and back ward class with some 10 % percent of s/c and s/t in project area. They will be benefited after completion of this scheme. The cultivators are irrigation minded and will demand water as soon as available to them . Therefore the scheme is highly recommended for according administrative approved.

Executive Engineer Water Resources Division ASHOK NAGAR Department (M.P.)

Chief Engineer Chambal Betwa Basin Water Resources Bhopal

MARHI KANOONGO NALA TANK PROJECT TEHSIL :- ASHOK NAGAR

DISTT. :- ASHOK NAGAR

SALIENT FEARURE S. No.

Particular

Details

1

2

3

I 1

GENERAL MARHI KANOONGO Nala Tank

Name of project

Project ASHOK NAGAR ASHOK NAGAR

2

Block.

3 4

Tehsil District

5

Location

6 7 8 9 10 11 12 II 1

Toposheet No. Name of Nalla/ River/Basin Constituency No & Name Name of sitting M.L.A. Name of sitting M.P. Year of start of work Year of completion HYDROLOGICAL DATA Catchments Area (Sq.Km.)

2

Annual average Rainfall (mm)

3

4 5

ASHOK NAGAR Near Village Deopur Latitude : 24º 46’ 00” Longitude :77º 16 ‘15” 54 H / 5 Local Nala /ParwatiRiver /C.B.basin 29 – ASHOK NAGAR Shri Kanhiya Lal Agrawal Shri Jyotiraditya Sindhiya. As soon as A.A.recipt Two year after A.A. recipt 10.80 Sq.Km.

75% dependable yield with 0.90 Diminishing factor (M Cum.) Mean runoff ( Mcum )

931.81 mm. 3.089 Mcum

7.10 Mcum.

Maximum Flood Discharge (Cumecs)

As per

115.57 Mcum.

Dicken’s formula Q = C M ¾ 1

2

3

6

Maximum rain fall

1402.00 mm

7

Minimum rain fall

377.00 mm

8

Average rain fall

931.81 mm

9

75 % dependable rain fall

740.00 mm

III

RESERVOIR DADA

1

Gross storage capacity

1.5597 M Cum..

2

Live storage capacity

1.1807 M Cum

3

Pond storage capacity

0.3790 M Cum.

4

Submergence at FRL (Cultivated Ha.)

42.50 Ha.

5

Submergence at L.S.L. (Ha.)

19.51 Ha

6

Percentage of live storage to Mean runoff

16.63 %

7

Percentage of live storage to dead storage

311.53 %

IV

DAM

1

Type of dam

Earthen zonal section

2

Length of stop dam

960.00 M

3

Maximum height of stop dam

11.20 M

4

Top width of stop dam

4.50 M.

5

Number of sluice

1 No. Right side

6

Size of sluice gate

0.45M.x 0.45M.

7

Surplushing arrangement

Flush bar

8

Length of waste weir

90.00 M.

9

Maximum discharge through waste weir

115.57 Mcum.

10

Flood lift

1.00 M

11

Quantity of E/W in dam

66196.00 Cum.

12

Side slope

As shown in drawing. 2

1

3

PRINCIPAL LEVELS

V 1

Top bund level

101.00 M

2

Maximum water level

99.00 M.

3

Full tank level

99.00 M.

4

Lowest sill level

95.00 M.

5

Nala bed level

89.20 M.

VI

CANAL

1

Length of main canal

2500.00M..

2

Length of distributaries / branch / minor canal

N.A.

5

Head discharge of main canal

0.122 Cumecs

6

Duty adopted at canal head

1311.47 Ha / Cumecs

7

No. of structures of main canal

10 No.

VIII

COMMAND AREA

1

No. of village to be served

2 No, ( Deopur , Chak Deopur )

2

Gross commanded Area

225.00 Ha.

3

Culturable command area

200.00 Ha.

4

Cropped area

160.00 Ha.

5

Annual irrigation

240.00 Ha

6

Equivalent area

253.33 Ha

7

Irrigation intensity

120 %

8

Cropping intensity

150 %

9

Area proposed to be irrigated 1. Kharif

80.00Ha.

2. Rabi

160.00 Ha.

Total

240.00 Ha.

1 IX

2

3

DELTA AT THE FIELD

1

Soyabeen

150 mm

2

Wheat ( Ord. )

300mm

3

Wheat ( Hyb.. )

500 mm

IX

FINANCIAL ASPECTS ( Rs. )

1

Estimated cost (including over heads charge )

Rs. 227.87lakhs.

2

Unit – I Head Work ( stop dam )

Rs. 197.16 lakhs.

3

Unit –II Canal

Rs. 30.70 lakhs.

4

Cost per Hectare on Cropped area

Rs. 1.424 lakhs / Hactare

5

Cost per Hectare on Annual irrigation

Rs. 0.949 lakhs / Hactare

6

Cost per Hectare on Equivalent area

Rs. 0.899 lakhs / Hactare

st

7

Expenditure As On 31 March 06

Rs. 0.30 Lakhs

8

Balance On 1st April 06

Rs.277.57Lakhs

9

Balance Amount Proposed For NABARD

Rs. 277.57 Lakhs

10

Period Required For Completion work.

24 Months

11

Budget Allocated During Current Year

Nill

12

Employment Generation

13

Non – Recurring ( Man days )

56326

14

Recurring ( Man days /Year)

26352

15

I..R. R.

0.109 %

16

B. C. Ratio

1.99

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK

C O L L E C T O R C E RT I F I C AT E This is to certify that an enquiry was conducted in connect on with the scheme for construction of MARHI KANOONGO Nala Tank Project in block and Tehsil ASHOK NAGAR of district ASHOK NAGAR surveyed and proposed by the water resource department the scheme benefit two numbers of villages as detailed in the list enclosed . On the basis of this enquiry , I am satisfied . (i)

That the land in the command area are suitable for irrigation . There is need for irrigation and the crop pattern proposed is appropriate and capable of achievement.

(ii)

The cultivators are of village in the command area are await of the benefit from irrigation and will take water for irrigation as and when the same is made available to them and that there will be no difficulty in the matter of utilization .

(iii)

The cultivators are willing to pay water rates fixed by the state government .

(iv)

There will be no difficulty in the acquisition of lands coming under submergence and required for the construction of canal system .

I, there for , recommend acceptance of the scheme by the state government for approval and execution . Encl : List of village to be benefited .

Collector District Ashoknagar (M.P.)

KANKADA TANK PROJECT LIST OF BENEFITED VILLAGE COMES UNDER COMMAND AREA OF MARHI KANOONGO NALA TANK PROJECT Tehsil – Ashoknagar

Distt.Ashoknagar

S. No.

Village

Block

Vidhan Sabha

Lok Sabha

1

2

3

4

5

1

Deopur

ASHOK NAGAR

ASHOK NAGAR

ASHOK NAGAR – Shivpuri

2

Deopur

ASHOK NAGAR

ASHOK NAGAR

ASHOK NAGAR – Shivpuri

Sub Engineer

Sub Divisional Officer Water Resources Sub Division . ASHOK NAGAR

Executive Engineer Water Resources Division ASHOK NAGAR

MARHI KANOONGO NALA TANK PROJECT ABSTRACT OF FLUSH BAR C - MASONRY UNIT I - HEAD WORK

Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S.No.

Item of work

Qty.

Rate

Unit

Amount

1

2

3

4

5

6

1

Excavation in hard soil including 50m lead and 1.5m lift dressing . USR No. 401(b)

22.27

17.70

Cum.

394.00

2

Excavation in disintegrated rock including 50mlead and 1.5m lift with dressing . USR No. 403

111.44

47.40

Cum.

5282.00

3

Filling foundation with cement concreate1:3:6 With 40mm graded metal. USR No. 720(b)

44.59

917.30

Cum.

40902.00

193.82

971.00

Cum.

188199.00

1838.30

Cum.

13601.00

25.40

Sqm.

4

Un coursed and random rubble masonry in : cm 1:5 in plinth and foundation . USR No. 812 L – 827

5

Providing and laying in position cement concrete with graded metal of maximum size 20 mm for coping over walls laid in alternate panel, vibration, finishing, curing 7.40 cleaning etc. complete c c 1:2:4 USR No. 2455(a) Flush pointing to stone work in cm 1:3 USR No. 1133(a) 97.85

6

2485.00

1

2

7

Filling foundation and around masonry works with materials from spoils including watering and ramming etc. complete . USR No. 704

8

Extra lead of materials USR No. 2902 (a) Cement 14 Km.

9

3

4

5

6

95.62

28.20

Cum.

2696.00

24.84

156.33

Cum.

2229.00

(b) Sand

35 Km.

104.86

118.53

Cum.

15585.00

(c) Metal

20 Km.

46.42

90.10

Cum.

5519.00

(d)Rubble

20 Km.

162.81

103.61

Cum.

20131.00

(e)Masonry stone

20 Km.

31.03

126.14

Cum.

5165.00

Total :-

302188.00

Add 5% for W/C & Contingence

(+) Total:-

15109.00 317297.00

Say Rs. 3.17 Lakhs

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK NAGAR (M.P.)

MARHI KANOONGO NALA TANK PROJECT ABSTRACT OF HEAD SLUICE C - MASONRY UNIT I - HEAD WORK

Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S. No.

Item Of Work

Qty.

Rate

Unit

Amount

1

2

3

4

5

6

1

Excavation in hard soil including 50m lead and 1.5m lift dressing . USR No. 401(b)

72.46

17.70

Cum.

1283.00

2

Excavation in disintegrated rock including 50mlead and 1.5m lift with dressing . USR No. 403

8.62

47.40

Cum.

409.00

3

Cement concrete 1:3:6 with graded metal of maximum size 40 mm for filling foundation. USR No. 720 ( b )

21.21

917.30

Cum.

19456.00

4

Uncoursed and random rubble masonry in : cm 1:5 in super structure. (super structure. ) USR No. 812 ( I )

16.12

1004.20

Cum.

16188.00

In Circular USR No. 812 ( I ) + 830

25.28

1053.10

Cum.

26622.00

( a ) Fixing in position NP-3 Hume pipe for sluice structure etc. handling, toeing , filing the joints with filler materials 1200 mm . USR No. 2459 ( k )

23.50

229.00

Rm.

5382.00

( b ) Cost as price 1000 mm .

23.50

5325.00

Rm.

125196.00

5

1

2

6

Providing and fixing fine dressed cut stone lintels including setting in cement mortar in 1 : 3 . USR No. 819

0.12

2477.30

Cum.

297.00

7

Puddle filling of good clay 1/c 50 m lead and mixing, watering laying etc. USR No. 2117

19.93

68.40

Cum.

1363.00

8

Pointing to stone with cement mortar 1 : 3 ( a) flush pointing USR No. 1133 ( a )

31.97

25.40

Sqm.

812.00

9

Cement concrete 1:2:4 with graded metal of maximum size 20 mm. USR No. 719 ( c )

3.29

1225.80

Cum.

4033.00

10

Supplying and fixing steel reinforcement bar ( tested ) for R.C.C. including cleaning straightening, cutting, bending , all handling , placing in position and binding with 0.9 mm annealed binding wire confirming to IS 280 – 1978 (including cost on binding wire) USR No. 1304 ( b )

242.61

25.00

Kg.

6065.00

11

Providing and placing in position M15 R.C.C. excluding cost of reinforcement , form work including vibration , finishing , curing and cleaning etc. complete with graded metal of maximum size 20mm USR No. 1602 ( b )

2.01

1614.80

Cum.

3246.00

1 12

2 Form work for R.C.C. in - Situ,

3

3 8.75

4

4 17.90

5

5 Sqm.

6

6 157.00

Thickness not exceeding 20cm., for lintels, beams, columns, etc. including all leads and lifts for all materials . USR No. 1610 ( a ) 13

Fabrication and supply of water tight cast iron, canal gates with rising type arrangement and capstan, embedded parts, spindle road of requisite length, etc. complete as per IS : 3042-1965 (U.S.R. Item No. 2606 ( b )

14

Providing and fixing 1.20 m high railing of 40mm dia. G.I. pipe in three rows at 40cm.C to C with vertical angle 65x65x 6 mm embedded in masonry or in concrete placed at 3 m C to C on top or weirs, dam etc. including providing M. S. plate of size 200 x 200 x 3 mm welded to the bottom of railing post for anchorage. USR No. 2720 Lead of materials USR No. 2902 1. Cement 14 Km. 2. Sand 35 Km. 3. Metal 20 Km. 4. Rubble 20 Km. 5. Masonry stone 20 Km. 6. Hume pipe 14 Km. 7. Cut stone 14 Km.

15

Add 5% for W/C and contingency

Sub Engineer

0.72

34000.00

Sqm.

24480.00

10.42

500.30

Rm.

5213.00

8.11 29.58 24.34 34.62 6.69 23.50 0.12

89.73 148.63 118.90 123.65 66.46 92.72 114.66

Cum. Cum. Cum. Cum. Cum. Rm.. Cum. Total : (+) Total: Say Rs. :- 2.73 Lakhs

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

728.00 4396.00 2894.00 4281.00 445.00 2179.00 14.00 260521.00 13026.00 273547.00

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT ABSTRACT OF ‘M’ PLANTATION UNIT I - HEAD WORK

Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S.No.

Particulars

Qty.

Rate

Unit

Amount

1

2

3

4

5

6

-

L.S.

-

30000.00

1

‘M’ – Plantation Down stream of the dam

Total :-

30000.00

Say Rs. 0.30 Lakhs

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT ABSTRACT OF ‘O’ MISCELIANEOUS UNIT I - HEAD WORK

Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S.No.

Particulars

Qty.

Rate

Unit

Amount

1

2

3

4

5

6

Provision for foundation ceremony and inauguration expenditure.

-

L. S.

-

20000.00

2

Erection of standard B. M. pillars as per type design No. 8 irrigation department.

-

L. S.

-

10000.00

3

Provision for construction of approach road , quarry to dam site and other materials .

-

L. S.

-

10000.00

4

Provision of photography of dam site and approach road to dam site.

-

L. S.

-

5000.00

5

Repairing charges of vehicles touring , transportation and P.O.L.

-

L. S.

-

20000.00

Provision for purchase of boundary stone and chain ages stone .

-

L. S.

-

15000.00

2

3

4

5

6

-

L. S.

-

20000.00

1

6

1 7

Medical facilities of project

site for two years. 8

Provision for construction and labour compensation .

-

L. S.

-

20000.00

9

Anti malaria operation.

-

L. S.

-

20000.00

10

Provision made for supply of drinking water to labours .

-

L. S.

-

10000.00

Total :-

2,00,000.00

Say Rs. 2.00 Lakhs

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT ABSTRACT COST OF A - PRILIMINARY UNIT I - HEAD WORK

Labour Rate R = Rs. 88.76 Tehsil -ASHOK NAGAR

Distt. – ASHOK NAGAR

S.No.

Item of Work

Qty.

Rate

Unit

Qty.

1 1

2 Ordinary shrubs ( area below 25% covered by shrubs) clearance involving removal of grass, shrubs, twinge bushes etc .

3 41400.00

4 0.20

Sqm

7 8280.00

38.61

6R

Km.

20562.00

38.61

4R

Km.

13708.00

12 No.

39.20

Each

470.00

LS

-

-

1000.00

3135

0.03 R

RM

8348.00

42.00 21.00 42.00

0.75 R 100 R 200 R

Cum. Cum. Cum.

2796.00 1864.00 7556.00

3

4

5

USR No. 302 2

Chain and compass survey for H/W . USR No. 204 A ( i )

3

Leveling above 15 m interval for H/W . USR No. 206 (a) (iv)

4

Errection of R.C.C. or stone bench mark of 15 cm X 15 cm X 75 cm size as per type design of 6 of water resource department . USR No. 210 (a) (ii)

5

Provision for survey material pipe, paint, lime, pages etc.

6

Dag - belling in all type of soil 100mm X 100 mm deep double spade 'V' shape. USR No. 201 (b)

7

Trial pit or trial trench excavation as per various items of chapter 4 USR No. 202 (a) Hard soil 40% (b) Hard moorum 20% (c) Disintegrated rock 40%

1

2

6

8(a)

Providing chainage - cum - boundary stone made of fine chisel dressed cut stone as per type design 4 of water resources department . USR No. 2137 (a)

214

117.20

Each

25081.00

(b)

Fixing chainage - cum - boundary stone

214

14.80

Each

3167.00

Say Rs. 1.28 Lakhs Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT UNIT I - HEAD WORK

ABSTRACT COST OF C - MASONRY Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S. No.

Particulars

Amount

1

2

3

1

Cost of sluice

2.73 Lakhs

2

Construction of flush bar

3.17 Lakhs

Total :Total :- Rs.

5.90 Lakhs 5.90 Lakhs

ABSTRACT COST OF L – EARTH WORK UNIT I - HEAD WORK S. No.

Particulars

Amount

1

2

3

1

E / Work for Bund

76.11 Lakhs

2

E / Work for excavation Approach and spill channel

37.55 Lakhs

Total :Total :- Rs.

Sub Engineer

117.49 Lakhs 117.49 Lakhs

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT ABSTRACT OF ‘P’ MAINTENANCE UNIT I - HEAD WORK

Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S.No.

Particulars

Qty.

Rate

Unit

Amount

1

2

3

4

5

6

1

1.5% of C – Masonr y on -

-

Rs. 5.90 2

8850.00

1% of L – Earth Work on Rs. 117.49

117490.00

Total

126340.00

Say Rs. 1.26 Lakhs

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT ABSTRACT COST OF L – EARTH WORK APPROCH & SPILL CHANNEL UNIT I – HEAD WORK

Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S.No.

Item of Work

Qty.

Rate

Unit

Amount

1

2

3

4

5

6

1

Excavation in soft or ordinary soil including 50m lead and 1.5m lift with dressing . USR No. 401(a) Excavation in hard soil including 50 m. lead and 1.5m lift with dressing . USR No. 401(b) Excavation in hard moorum and moorum with boulders including 50 m.lead and 1.5m lift with dressing . USR No. 402 Excavation in disintegrated rock including 50m lead and 1.5m lift with dressing . USR No. 403(b) Excavation in soft rock including 50m lead and 1.5m lift with dressing . USR No. 404 Total :Add 5% for W/C and contingency :G. Total :-

14699.87

13.00

Cum.

191098.00

25149.42

17.70

Cum.

445145.00

29399.74

23.70

Cum.

696774.00

22049.81

47.40

Cum.

1045161.00

14699.87

81.50

Cum.

1198039.00

2 3

4

5

3576217.00 178811.00 3755028.00 Say Rs. 37. 55 Lakhs

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT ABSTRACT COST OF L – EARTH WORK UNIT II – CANAL

Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S.No.

Item of Work

Qty.

Rate

Unit

Amount

1

2

3

4

5

6

1

Excavation in hard soil including 50 m. lead and 1.5m lift with dressing . USR No. 401(b) Excavation in hard moorum and moorum with boulders including 50 m.lead and 1.5m lift with dressing . USR No. 402 Excavation in disintegrated rock including 50m lead and 1.5m lift with dressing . USR No. 403(b) Excavation in soft rock including 50 m. lead and 1.5m lift with dressing . USR No. 404 Construction of out let 15 no.

10158.00

17.70

Cum.

179797.00

8707.00

23.70

Cum.

206356.00

5805.00

47.40

Cum.

275157.00

4353.00

81.50

Cum.

354769.00

15 no.

2000.00

Cum.

30000.00

2

3

4 5

Total :-

1046079.00

Add 5% for W/C and contingency :-

52303.00

G. Total :-

1098382.00

Say Rs. :- 10.98 Lakhs

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT ABSTRACT COST OF V. R. B. OF MAIN CANAL C - MASONRY UNIT II – CANAL

Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S. No.

Item of Works

Qty.

Rate

Unit

Amount

1

2

3

4

5

6

1

Excavation in hard soil including 50m lead and 1.5m lift dressing . USR No. 401(b)

21.07

17.70

Cum.

373.00

2

Excavation in hard moorum including 50m lead and 1.5m lift dressing . USR No. 401(b)

41.06

23.70

Cum.

973.00

3

Excavation in disintegrated rock including 50mlead and 1.5m lift with dressing . USR No. 403

21.34

47.40

Cum.

1012.00

4

Filling foundation and around masonry work with hard moorum and picked up boulder including watering and ramming USR No. 720 ( b )

10.85

103.80

Cum.

1226.00

5

Cement concrete 1:5:8 with graded metal of maximum size 40 mm opening and pipe joints. USR No. 722 ( b )

10.67

745.00

Cum.

7949.00

1

2

3

4

5

6

6

Cement concrete 1:3:6 with graded metal of maximum size 40 mm opening and pipe joints. USR No. 720 ( b )

0.73

917.30

Cum.

6696.00

7

Uncaused and random rubble masonry in plinth and foundation in cm 1 : 5 USR No. 812 ( i ) – 827

42.24

971.00

Cum.

41015.00

8

Providing and laying in position cement concrete with graded metal of maximum size 20 mm for coping over walls, laid in alternate panel, of 1.5 m, including form work tamping, vibration, finishing, curing cleaning etc. complete C.C .1:2:4 USR No. 2455(a)

0.73

1838.30

Cum.

1342.00

9 (a)

Fixing in position NP-3 Hume pipes for bridges and canal structure i / c handling, toeing , filing the joints with filler materials and cement mortar 1 : 3 curing etc. complete (excluding cost of pipes & collars ) 900 mm dia. USR No. 2458 ( c )

6.00

190.70

Rm.

1144.00

(b)

Cost as price 900 mm dia.

6.00 2277.00

Rm.

13662.00

Sqm.

673.00

10

Flush pointing to stone work in cm 1:3 USR No. 1133(a)

1

2

11

22 Cm. Thick dry stone pitching (without quarry spall) with individual stone of 22 cm. depth and minimum

26.49

3 14.01

25.40

4 278.60

5 Cum.

6 3903.00

size 0.014 Cum. USR No. 1010 12

Filling foundation and around masonry works with materials from spoils including watering and ramming etc. complete . USR No. 704

13

Transportation of materials a) Sand

: 35 Km.

b) Metal

: 20 Km.

c) Cement

25.42

118.53

: 14 Km.

d) Rubble

: 20 Km.

e) Masonry Stone

: 20 Km.

f) Hume Pipe300mm dia :14 Km.

28.20

118.90 89.73 24.14 10.33 5.01

136.73 166.46 69.79

Cum.

717.00

Cum.

2861.00

Cum.

1228.00

Cum.

450.00

Cum.

4851.00

Cum.

1124.00

Rm.

419.00

35.48 6.75 6.00 Total Add 5% on W / C & Contingency G. Total

:::-

91618.00 4581.00 96199.00

4 no. V.R.B. @ 96199 each = Rs. 384796.00 Say Rs. 3.85 Lakhs

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT ABSTRACT COST OF C.D. WORKS OF MAIN CANAL C - MASONRY UNIT II – CANAL

Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S. No.

Item of Works

Qty.

Rate

Unit

Amount

1

2

3

4

5

6

1

Excavation in hard soil including 50m lead and 1.5m lift dressing . USR No. 401(b)

20.43

17.70

Cum.

760.00

2

Excavation in hard moorum including 50m lead and 1.5m lift dressing . USR No. 401(b)

42.93

23.70

Cum.

1017.00

3

Excavation in disintegrated rock including 50mlead and 1.5m lift with dressing . USR No. 403

11.15

47.40

Cum.

529.00

4

Filling foundation and around masonry work with hard moorum and picked up boulder including watering and ramming USR No. 720 ( b )

7.37

103.80

Cum.

756.00

5

Cement concrete 1:5:8 with graded metal of maximum size 40 mm opening and pipe joints. USR No. 722 ( b )

16.70

745.00

Cum.

12442.00

1

2

3

4

5

6

6

Cement concrete 1:3:6 with graded metal of maximum size 40 mm opening and pipe joints. USR No. 720 ( b )

2.55

917.30

Cum.

2339.00

7

Uncaused and random rubble masonry in plinth and foundation in cm 1 : 5 USR No. 812 ( i ) – 827

58.02

971.00

Cum.

56337.00

8

Providing and laying in position cement concrete with graded metal of maximum size 20 mm for coping over walls, laid in alternate panel, of 1.5 m, including form work tamping, vibration, finishing, curing cleaning etc. complete C.C .1:2:4 USR No. 2455(a)

1.14

1838.30

Cum.

2096.00

9 (a)

Fixing in position NP-3 Hume pipes for bridges and canal structure i / c handling, toeing , filing the joints with filler materials and cement mortar 1 : 3 curing etc. complete (excluding cost of pipes & collars ) 1200 mm dia. USR No. 2458 ( k )

10.00

229.00

Rm.

2290.00

(b)

Cost as price 1200 mm dia.

10.00 2500.00

Rm.

25000.00

Flush pointing to stone work in cm 1:3 USR No. 1133(a)

80.63

Sqm.

2048.00

10

1

2

11

22 Cm. Thick dry stone pitching (without quarry spall) with individual stone of 22 cm. depth and minimum

3 14.01

25.40

4 278.60

5 Cum.

6 3903.00

size 0.014 Cum. USR No. 1010 12

Filling foundation and around masonry works with materials from spoils including watering and ramming etc. complete . USR No. 704

13

Transportation of materials USR No. 704 a) Sand

: 35 Km.

b) Metal

: 20 Km.

c) Cement

: 14 Km.

d) Rubble

: 20 Km.

e) Masonry Stone

: 20 Km.

f) H / P 300mm dia

: 14 Km.

7.63

34.84 17.44 7.55 48.73 9.28 10.00 Total Add 5% on W / C & Contingency G. Total

28.20

148.63 118.90

Cum.

215.00

Cum.

5178.00

Cum.

2074.00

Cum.

677.00

Cum.

6663.00

Cum.

1545.00

Rm.

698.00

89.73 136.73 166.46 69.79 :::-

126567.00 6328.00 132895.00

3 No. C.D. WORKS @ 132895.00 each = Rs. 398685.00 Say Rs. 3.99 Lakhs

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT ABSTRACT COST OF FALL OF MAIN CANAL C - MASONRY UNIT II – CANAL

Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S. No.

Item of Works

Qty.

Rate

Unit

Amount

1

2

3

4

5

6

1

Excavation in hard soil including 50m lead and 1.5m lift dressing . USR No. 401(b)

11.32

17.70

Cum.

200.00

2

Excavation in hard moorum including 50m lead and 1.5m lift dressing . USR No. 401(b)

8.86

23.70

Cum.

210.00

3

Excavation in disintegrated rock including 50mlead and 1.5m lift with dressing . USR No. 403

11.09

47.40

Cum.

526.00

4

Filling foundation and around masonry work with hard moorum and picked up boulder including watering and ramming USR No. 720 ( b )

5.15

103.80

Cum.

535.00

5

Cement concrete 1:5:8 with graded metal of maximum size 40 mm opening and pipe joints. USR No. 722 ( b )

6.57

745.00

Cum.

4895.00

1

2

3

4

5

6

6

Cement concrete 1:3:6 with graded metal of maximum size 40 mm opening and pipe joints. USR No. 720 ( b )

0.63

917.30

Cum.

578.00

7

Uncaused and random rubble masonry in plinth and foundation in cm 1 : 5 USR No. 812 ( i ) – 827

16.68

971.00

Cum.

16196.00

8

Providing and laying in position cement concrete with graded metal of maximum size 20 mm for coping over walls, laid in alternate panel, of 1.5 m, including form work tamping, vibration, finishing, curing cleaning etc. complete C.C .1:2:4 USR No. 2455(a)

1.37

1838.30

Cum.

2518.00

9

Flush pointing to stone work in cm 1:3 USR No. 1133(a)

38.84

25.40

Sqm.

987.00

10

22 Cm. Thick dry stone pitching (without quarry spall) with individual stone of 22 cm. depth and minimum size 0.014 Cum. USR No. 1010

6.86

278.60

Cum.

1911.00

12

Filling foundation and around masonry works with materials from spoils including watering and ramming etc. complete . USR No. 704

6.57

28.20

Cum.

185.00

3

4

1 13

2 Transportation of materials USR No. 704 a) Sand

: 35 Km.

5

6

b) Metal

: 20 Km.

c) Cement

: 14 Km.

d) Rubble

: 20 Km.

Cum.

e) Masonry Stone

: 20 Km.

Cum.

1688.00 868.00

Cum.

229.00

Cum. 11.36

148.63

7.30

118.90

2.55

89.73

21.73

136.73

2.66

166.46

Total Add 5% on W / C & Contingency G. Total

2971.00

Cum.

:::-

443.00

34940.00 1747.00 36687.00

3 No. FALL @ 36687.00 each = Rs. 110061.00 Say Rs. 1.10 Lakhs

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT ABSTRACT COST OF A - PRILIMINARY UNIT II- CANAL

Labour Rate R = Rs. 88.76 Tehsil -ASHOK NAGAR

Distt. – ASHOK NAGAR

S.No.

Item of Work

Qty.

Rate

Unit

Qty.

1 1

2 Ordinary shrubs ( area below 25% covered by shrubs) clearance involving removal of grass, shrubs, twinge bushes etc .

3 15000.00

4 0.20

Sqm

7 3000.00

30.00

6R

Km.

15977.00

30.00

4R

Km.

10651.00

12 No.

39.20

Each

470.00

LS

-

-

1000.00

500.00

0.03 R

RM

1331.00

21.50 15.00 10.00

0.75 R 100 R 200 R

Cum. Cum. Cum.

1431.00 1331.00 1775.00

3

4

5

USR No. 302 2

Chain and compass survey for H/W . USR No. 204 A ( i )

3

Leveling above 15 m interval for H/W . USR No. 206 (a) (iv)

4

Errection of R.C.C. or stone bench mark of 15 cm X 15 cm X 75 cm size as per type design of 6 of water resource department . USR No. 210 (a) (ii)

5

Provision for survey material pipe, paint, lime, pages etc.

6

Dag - belling in all type of soil 100mm X 100 mm deep double spade 'V' shape. USR No. 201 (b)

7

Trial pit or trial trench excavation as per various items of chapter 4 USR No. 202 (a) Hard soil 40% (b) Hard moorum 20% (c) Disintegrated rock 40%

1

2

6

8(a)

Providing chainage - cum - boundary stone made of fine chisel dressed cut stone as per type design 4 of water resources department . USR No. 2137 (a)

170.00

117.20

Each

19924.00

(b)

Fixing chainage - cum - boundary stone

170.00

14.80

Each

2516.00

Say Rs. 0.88 Lakhs

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT ABSTRACT OF ‘M’ PLANTATION UNIT II – CANAL

Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S.No.

Particulars

Qty.

Rate

Unit

Amount

1

2

3

4

5

6

1

Provision made of ‘M’–

-

L.S.

-

20000.00

Plantation with different kind of trees at the place available along the canal Total :-

20000.00 Say Rs. 0.20 Lakhs

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT ABSTRACT OF ‘O’ MISCELIANEOUS UNIT I - HEAD WORK

Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S.No.

Particulars

Qty.

Rate

Unit

Amount

1

2

3

4

5

6

Provision for foundation ceremony and inauguration expenditure.

-

L. S.

-

5000.00

2

Erection of standard B. M. pillars as per type design No. 8 irrigation department.

-

L. S.

-

2000.00

3

Provision for construction of approach road , quarry to dam site and other materials .

-

L. S.

-

2000.00

4

Provision of photography of dam site and approach road to dam site.

-

L. S.

-

5000.00

5

Repairing charges of vehicles touring , transportation and P.O.L.

-

L. S.

-

5000.00

Provision for purchase of boundary stone and chain ages stone .

-

L. S.

-

3000.00

2

3

4

5

6

-

L. S.

-

5000.00

1

6

1 7

Medical facilities of project

site for two years. 8

Provision for construction and labour compensation .

-

L. S.

-

1000.00

9

Anti malaria operation.

-

L. S.

-

1000.00

10

Provision made for supply of drinking water to labours .

-

L. S.

-

1000.00

Total :-

30000.00

Say Rs. 0.30 Lakhs

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT ABSTRACT OF ‘P’ MAINTENANCE UNIT II - CANAL

Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S.No.

Particulars

Qty.

Rate

Unit

Amount

1

2

3

4

5

6

1

1% of C – Masonr y on -

-

Rs. 8.94 2

8940.00

1% of L – Earth Work on Rs. 10.98

10980.00

Total

19920.00

Say Rs. 0.20 Lakhs

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT C – MASONARY ABSTRACT COST OF CANAL STRUCTURES UNIT II - CANAL

Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S.No.

particulars

No. Of Structure

Unit Cost Of Structure

Amount in lakhs

1

2

3

4

5

1

Construction of FALL

3

36687.00

1.10

2

Construction of V.R.B.

4

96199.00

3.85

3

Construction of CD WORK

3

132895.00 Total : Say Rs.

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

3.99 8.94 Lakhs 8.94 Lakhs

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT ABSTRACT COST OF B - LAND UNIT II – CANAL Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S.No.

Particulars

Qty. in Ha.

Rate in Lakhs

Unit

Amount in Lakhs

1

2

3

4

5

6

4.5 Ha.

1.00

Ha.

4.50

-

-

-

-

1

Provision for land compensation for unit – II canal . ( R.D. 0.0 m to 2500.00 m )

2

REVENU LAND :-

Nil

FOREST LAND :-

Nil

3

4

WELL :(1)Well Pacca (2)Well Kachha HOUSE :-

Nil Nil Nil

-

-

-

-

-

-

5 Total :-

4.50

(i) Add 30 % for compulsory compensation on culturable land

1.35

(ii) Add 10 % for revnu charges

0.45

(iii) Add 12 % for Surcharge, standing crop etc.

0.54

G. Total :-

6.84 Say Rs. 6.84 Lakhs

Sub Engineer

Sub Divisional Officer Water Resources Sub Division

Executive Engineer Water Resources Division

ASHOK NAGAR (M.P.) NAGAR (M.P.)

ASHOK

MARHI KANOONGO NALA TANK PROJECT ABSTRACT COST OF B - LAND UNIT I – HEAD WORK Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S.No.

Particulars

Qty. in Ha.

Rate in Lakhs

Unit

Amount in Lakhs

1

2

3

4

5

6

42.50 Ha.

0.95

Ha.

40.375

-

-

Nil Nil

-

-

Nil

-

-

-

-

1

Provision for land compensation for unit – II canal . ( R.D. 0.0 m to 2500.00 m )

14.50 2

REVENU LAND :Nil FOREST LAND :-

3

4

WELL :(1)Well Pacca (2)Well Kachha HOUSE :-

-

5 Total :-

40.375

(i) Add 30 % for compulsory compensation on culturable land

12.113

(ii) Add 10 % for revnu charges

4.038

(iii) Add 12 % for Surcharge, standing crop etc.

4.845

G. Total :-

61.371 Say Rs. 61.37 Lakh

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK NAGAR (M.P.)

MARHI KANOONGO NALA TANK PROJECT GENERAL ABSTRACT UNIT II – CANAL Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S. No.

Particular

Amount in lakhs

1

2

3

1

CIVIL WORKS :A -

Preliminary.

B -

Land

C -

Masonry

K -

Building

L -

Earth work

M-

Plantation

O -

Miscellaneous

P -

Maintenance

0.88 6.84 8.94 Nil 10.98 0.20 0.30 0.20

Total :Add 11% for T & P and Establishment charge except on B – Land (On Rs. 21.50 ) :-

28.34

G. Total

30.705

:-

2.365

Say Rs. 30.71 lakhs

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT GENERAL ABSTRACT UNIT I – HEAD WORK Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S. No.

Particular

Amount in lakhs

1

2

3

1

CIVIL WORKS :A -

Preliminary.

B -

Land

C -

Masonry

K -

Building

L -

Earth work

M-

Plantation

O -

Miscellaneous

P -

Maintenance

1.28 61.37 Nil 117.49 0.30 2.0 1.26

Total :Add 11% for T & P and Establishment charge except on B – Land (On Rs. 122.33 ) :-

183.70

G. Total

197.16

:-

13.46

Say Rs. 197.16 lakhs

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT GENERAL ABSTRACT Tehsil – ASHOK NAGAR ASHOK NAGAR

Distt. –

S. No.

Particular

Amount in lakhs

1

2

3

1

Unit I – Head Work

197.16

2

Unit II – Canal

30.71

Total

227.87 Say Rs. 227.87

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR (M.P.) NAGAR (M.P.)

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT Tehsil – ASHOK NAGAR

Distt. –

ASHOK NAGAR

ECONOMICS OF IRRIGATION SCHEME SERVICE AREA 160 Ha PRE-DEVELOPMENT :S.No.

Name of Crop

1 1

2 KHARIF :Soyabeen

2

RABI :Wheat(ori) Gram Total :-

Area under cultivation Ha 3

Cost of cultivation Rs./ Ha 4

Total cost of cultivation In Lakhs 5

Yield Ha /Qtl. 6

Total Yield Qtl. 7

Rate per Quintal 8

Total Value of Production In Lakhs 9

40

5500

2.20

11

440

1000

4.40

50 70 210

5500 5500

2.75 3.85 8.80

12 12

600 840

600 600

3.60 5.04 13.04

Area under cultivation Ha 3

Cost of cultivation Rs./ Ha 4

Total cost of cultivation In Lakhs 5

Yield Ha /Qtl. 6

Total Yield Qtl. 7

Rate per Quintal 8

Total Value of Production In Lakhs 9

80

2800

2.24

15

1200

1100

13.20

110 50 240

2300 5500

2.53 2.75 7.52

18 12

1980 600

600 600

11.88 3.60 18.68

POST-DEVELOPMENT :S.No.

Name of Crop

1 1

2 KHARIF :Soyabeen

2

RABI :Wheat(ori) Wheat(hyb) Total:-

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR ASHOK NAGAR

Executive Engineer Water Resources Division

MARHI KANOONGO NALA TANK PROJECT Tehsil – ASHOK NAGAR

Distt. –

ASHOK NAGAR

BENEFIT COST RATIO

S.No.

Particulars

1 1

2

3

Amount in lakhs

2

3

BEFORE IRRIGATION. i Value of total agriculture production ii Expenditure of cultivation iii Net value of production

13.04 8.80 4.24

AFTER IRRIGATION. iv Value of total agriculture production V Expenditure of cultivation vi Net value of production vii Net Benefit

18.68 7.52 11.16 6.92

CALCULATION OF B.C. RATIO viii Total Estimated Cost = Rs. 227.87 Lakhs ix Interest of capital cost On @ 5 % x Interest of capital cost on Rs. 227.87 Lakhs 11.394 xi Depreciation 1 % on capital cost 2.279 xii Administrative charges Rs. 50 /Ha on 224 Ha 0.112 Total 13.785 B. C. RATIO 1.99

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR ASHOK NAGAR

On @ 10 % 22.787 2.279 0.112 25.178

Executive Engineer Water Resources Division

MARHI KANOONGO NALA TANK PROJECT Tehsil – ASHOK NAGAR

Distt. –

ASHOK NAGAR

EMPLOYMENT GENERATION S.NO.

PARTICULARS

UNIT

DETAIL

1

2

3

4

Ha Labors / Ha

240 98 23520

Ha Rs./ Ha

240 80.00 19200.00 89.00 216 26352

A (a)

(b)

B

RECURRING EMPLOYING :For farm development :Designed I.A. Norms adopted Total Man days For farm maintenance :Designed I.A. Norms adopted Maintenance Amount Rs. Labour rate Man days Man days per Year

Rs./ day No.

NON RECURRING EMPLOYING :Total cost of project Labour component Labour Rate Man days

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR ASHOK NAGAR

Lakhs 22 % Rs. Per day No.

227.87 60.80 89.00 68315

Executive Engineer Water Resources Division

MARHI KANOONGO NALA TANK PROJECT Tehsil – ASHOK NAGAR

Distt. ASHOK NAGAR

SALIENT FEARURE 1.

Name of project

: MARHI KANOONGO Nala Tank- Project

2.

Tehsil

: ASHOK NAGAR

3.

District

: ASHOK NAGAR

4.

Location

: Near Village Devpur : Latitude : 24° 46’ 00” : Longitude :77° 16′ 15”

5.

Toposheet No.

6.

Name of Nalla/ River/Basin

: 54 H / 5 : Local Nala / Parwati River / Chambal basin

7.

Year of start of work

: Just after A.A. received

8.

Year of completion

: 2 years after A.A. received

HYDROLOGICAL DATA 1. Catchments Area (Sq.Km.) 2. Maximum Flood Discharge (Cumecs)

: 10.80 Sqkm. : 115.57 Cumecs

3. Annual Rainfall

: 931.81

4. Maximum

:1402.00 mm

5. Minimum

: 377.00 mm

6. Dependable

: 740.00

7. 75% depndable yield as per Binni’s table including 0.90 dimension factor

: 3.809 Mcum

. 8. Mean runoff with 0.90 diminishing factor with 75% dependable yield .

: 7.10 Mcum

.

RESERVOIR DATA 1. Gross storage capacity

: 3.1852 M Cum.

2. Live storage capacity

: 2.5590 M Cum.

3. Dead storage capacity

: 0.6262 M Cum.

4. Submergence at FRL (Ha.)

: 117.00 Ha.

5. Submergence at LSL (Ha.)

: 15.21 Ha.

6. Percentage of live storage to Mean runoff

: 33.67 %

DAM 1. Length of Dam (m)

: 1045.00 m

2. Maximum height of dam (m)

: 12.12 m.

3. Top width of dam (m)

: 5.00 m.

4. Number of sluice

: 1 No R / S at R.D 1020 m.

5. Surplushing arrangement

: Flush bar 185 m

6. Quantity of E/ W in Dam

: 66196cum.

7. Length of waste weir

:185.00 m.

8. Maximum discharge of w/w

:221.69 Cumecs

PRINCIPAL LEVELS 1. Top bund level

: 100.40M.

2. Maximum water level

: 98.40M.

3. Full tank level

: 97.50 M.

4. Lowest sill level 5. Nalla bed level

: 95.00M. : 88.28 M.

6. CANAL 1. Length of main canal

: 4950 m.

2. Length of branch canal

: Nil

3. Length of Distributaries

: Nill

4. Head discharge of canal

: 0.408cumec

DUTY ADOPTED 1.

Canal outlet

: 931.52 Ha/ cume

2. Tank Duty

: 207 Ha/ mcum.

DELTA AT THE FIELD 1.

Soyabean

: 150 mm

2.

Wheat (Hyv)

: 500 mm.

3.

Wheat (Ori)

: 300 mm.

4.

Alsi

: 220 mm.

5.

Gram

: 220 mm.

AREA COMMANDED 1. No. of village to be served

: 3 No ( Banaura, Mintpura, Ramgarh Chak)

2. Gross commanded Area

: 1153 Ha.

3. Culturable command area

: 753 Ha.

4. Cropped area

: 525 Ha.

5. Area proposed to be irrigated i. Rabi

: 310 Ha.

ii. Kharif

: 215 Ha. Total

: 525 Ha.

FINANCIAL ASPECTS ( Rs. ) 1. Estimated cost

: Rs. 523.00 lakhs.

( including over Head charge i. Unit –I Work

: Rs. 413.04 lakhs.

ii. Unit –II Canal 2.

: Rs. 113.12 lakhs.

Cost per Hectare

: Rs. 0.997 lakhs/Hactare

3. Expenditure As On 31st March 06

: Nil

4. Balance On 1st April 06

: 523.67 Lakhs

5. Balance Amount Proposed For

: 523.67 Lakhs

A I V P Assistance 6. Period Required For Completion ( Month ) 7. Budget Allocated During Current Year

: 24 Months : 20 Lakhs

8. Employment Generation I. Non – Recurring ( Mandays ) II. Recurring ( Mandays )

: 1.29 Lakhs : 1.09 Lakhs

III. B. C. Ratio

: N.A.

IV. I. R. R.

: N.A.

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR

Executive Engineer Water Resources Division ASHOK NAGAR

APPROVED WATER REQUIRMENT OF CROPS FOR MARHI KANOONGO TANK PROJECT (Month wise water requirement for crops) Tehsil:- Ashoknagar Name of crops

Area in Ha.

Area in Acre

Oct.

Nov.

Dec.

1

2

3

4

5

6

7

8

9

10

1 i

KHARIF Soyabeen

300

741.00

3”/2223

-

-

-

-

2 i

RABI Wheat (Ori ) Gram

175

432.25

-

-

4”/1729

4”/1729

175

123.25

-

3”/1296.75

-

ii

Total

3”/2223

Add 35% field losses20% canal losses 15% Total Requirement Total area

778.05

459.86 605.15

3001.05

1750.61 2334.15

650

Total in Mcuft.

3”/1296.75 4”/1729

Jan.

Feb.

March April

May

June

11

12

13

14

15

16

17

-

-

-

-

-

-

3”/2223

6”/4446

4”/1729

-

-

-

-

-

-

-

12”/5187

3”/1296.75

2”/864.5

-

-

-

-

-

-

-

8”/3458

7”/3025.75

6”/2593.5

-

-

-

-

-

-

1059.01

907.73

-

-

-

-

-

-

4084.16

3501.23

-

-

-

-

-

-

800.28

14.83

12.71

-

-

-

-

-

-

2.90

13091 207.48

4581.8 5 17672.85

1605.50 10.89

3.36 8.47

Water requirement for crop for 650.0 Ha. 1605.50Acre, above 64.15 Mcuft or 1.815 Mcum. Live storage capacity at F.T.L. is 2.03 Mcum. Sub Engineer

Ditrict:- Ashoknagar Total AcreJuly Aug Sept inch

Sub Divisional Officer Water Resources Sub Division Ashoknagar

Sd/Dy. Director Agriculture Ashoknagar

64.15

MONTH WISE DELTA REQUIREMENT FOR CROPS OF MARHI KANOONGO NALA TANK PROJECT STATEMENT SHOWING THE WATER REQUIREMENT AND CROPPING PATTERN District.:-Ashoknagar

Tehsil:- Ashoknagar Name of crops

Area in Ha.

Area in Acre

Oct.

Nov.

Jan.

Feb.

March. April

7

8

9

10

May

June

July Aug

Sept

11

12

13

14

15

16

1 1 i

2 KHARIF

3

4

5

Soyabeen

300

741

3”/900

-

-

-

-

-

-

-

-

-

-

3”/900

6”/1800

2 i

RABI Wheat (Ori ) Gram

175

432.25

-

-

4”/700

4”/700

4”/700

-

-

-

-

-

-

-

12”/2100

175

432.25

-

3”/525

-

3”/525

2”/350

-

-

-

-

-

-

-

8”/1400

650

1605.5 0

3”/900

3”/525

4”/700

3”/525

6”/1050

-

-

-

-

-

-

3”/900

26”/5300

ii

Total

6

Dec.

Total Ha-Inch. 17

It is assumed that canal will run for 21days for 12 hours in a month =21 x 12 x 60 x 60 =907200 seconds Maximum draw off in the month Jan.= 1225 x 2.47 x43560 / 12 X 1000000 = 10.983 Mcum = 10.983 Mcum Add 15 %for future expansion = 0.15 x 10.983 = 1.647 Mcum Add 15 % for out of command = 0.15 x 10.983 = 1.647 Mcum Add 35 % for canal losses = 0.35 x 10.983 = 3.84 Mcum Total draw off = 18.121 Mcum Total draw off in cusecs (18121000 /907200 ) = 19.975 Cusecs or 0.565 Cumecs Duty at canal in Acre / Cusecs = ( 1605.05 - 741 ) /19.975 = 43.26 Acre /Cusecs Say. 43 Acre /Cusecs 620 Ha./Cumecs Sub Engineer Resources Division Ashok nagar

Sub Divisional Officer Water Resources Sub Division Aashok nagar

Executive Engineer Water

MARHI KANOONGO NALA TANK PROJECT LINE DIAGRAM OF HEAD WORK

END OF DAM

HEAD SLUICE

NALA

& SPILL CHANNEL.

APPROACH

R.D. 660 M.

R.D. 90.0 M.

R. D. 0.0 M

R. D. 90.0 M

DAM

STRUCTURES DETAILS OF CANAL

S. No.

Description

No. of Structure

1

2

3

1

FALL

3

2

V.R.B.

4

3

C. D. WORK

3

Sub Engineer

Sub Divisional Officer Water Resources Sub Division ASHOK NAGAR NAGAR

Executive Engineer Water Resources Division ASHOK

MARHI KANOONGO NALA TANK PROJECT Unit – II Canal Tehsil:- Ashoknagar

District.:-Ashoknagar

LIST OF STRUCTURES ON R. B. C. S. No.

Chainage

R. D. in Meters

Name of Structure

Remark

1

2

3

4

5

1 2 3 4 5 6 7 8 9 10 11 12 13 14

18.00 18.30 33.00 29.57 44.00 54.50 70.00 101.00 105.00 122.00 113.50 142.50 147.50 151.66

540 555 990 1035 1320 1635 2100 3030 3150 3660 4095 4275 4425 4550

Sub Engineer

V. R. B. Aqueduct V. R. B. C. D. C. D. C. D. V. R. B. Aqueduct V. R. B V. R. B C.D. C.D. V.R.B. C.D.

Sub Divisional Officer Water Resources Sub Division Ashoknagar

Porkhi to Mathner C.A. 1.75 Sq. Km. Hinotiya to Mathner C. A. 0.17 Sq. Km. C. A. 0.08 Sq. Km. C. A. 0.15 Sq. Km. Paricha to Hinotiya C.A. 1.75 Sq. Km. Paricha to Marhi Marhi to Semeri C. A. 0.21 Sq. Km. C. A. 0.08 Sq. Km. Marhi to Mathner C. A. 0.09 Sq. Km.

Executive Engineer Water Resources Division Ashoknagar

MARHI KANOONGO NALA TANK PROJECT Unit – II Canal Tehsil:- Ashoknagar

District.:-Ashoknagar

LIST OF STRUCTURES ON L. B. C. Chainage

R. D. in Meters

Name of Structure

Remark

1

2

3

4

5

1 2 3 4 5 6 7 8 9 10 11 12 13

18.00 18.30 33.00 29.57 44.00 54.50 70.00 101.00 105.00 122.00 113.50 142.50 147.50

90 300 630 1290 1690 1800 2595 2670 3750 3778 3780 3960 4260

S. No.

Sub Engineer

C.D. C.D. cum escape V. R. B. C. D. V. R. B. C. D. C.D.. V. R. B. C.D. V. R. B Fall C.D. C.D..

Sub Divisional Officer Water Resources Sub Division Ashoknagar

C.A. 0.022 Sq. Km C.A. 0.34 Sq. Km. Hinotiya to Jalalpur C. A. 0.28 Sq. Km. Hinotiya to Bajeetpur C. A. 0.25 Sq. Km. C. A. 0.35 Sq. Km. Hinotiya to Paricha C. A. 0.15 Sq. Km. Satuthdi to Semeri 1.00 m. drop C. A. 0.15 Sq. Km. C. A. 0.10 Sq. Km.

Executive Engineer Water Resources Division Ashoknagar

MARHI KANOONGO NALA TANK PROJECT Unit – II Canal Tehsil:- Ashoknagar

District.:-Ashoknagar

CHAK STATEMENT FOR L.B.C. S. No. Chainage 1 1 2 3 4 5 6 7 8 9 10

Sub Engineer

2 10 21 43 60 86 108 125 132 142 146

R. D. Name of in Off take Meters 3 4 300 OR 1 630 OR 2 1290 OR 3 1800 OR 4 2580 OR 5 3240 OR 6 3750 OR 7 3960 OR 8 4260 OR 9 4380 Tail

Total area in Ha. Reach 5 0-300 300-630 630-1290 1290-1800 1800-2580 2580-3240 3240-3750 3750-3960 3960-4260 4260-4380

Sub Divisional Officer Water Resources Sub Division Ashoknagar

G. C. A.

C. C. A.

I. A.

6 17.00 14.10 21.60 12.00 36.50 45.00 35.70 32.90 10.30 9.40

7 13.60 11.28 17.28 9.60 29.20 36.00 28.56 26.32 8.24 7.52

8 10.80 9.00 13.80 7.80 23.40 28.80 22.80 21.00 6.60 6.00

Remark

Executive Engineer Water Resources Division Ashoknagar

9

MARHI KANOONGO NALA TANK PROJECT Unit – II Canal Tehsil :- Ashoknagar

District.:-Ashoknagar

CHAK STATEMENT FOR R.B.C. S. No. Chainage 1 1 2 3 4 5 6 7 8 9 10 11

Sub Engineer

2 18 34 44 54 76 104 123 136 142 152 171

R. D. Name of in Off take Meters 3 4 540 OL 1 1020 OL 2 1320 OL 3 1620 OL 4 2280 OL 5 3120 OL 6 3690 OL 7 4080 OL 8 4260 OL 9 4560 OL 10 5130 Tail

Total area in Ha. Reach 5 0-540 540-1020 1020-1320 1320-1620 1620-2280 2280-3120 3120-3690 3690-4080 4080-4260 4260-4560 4560-5330

Sub Divisional Officer Water Resources Sub Division Ashoknagar

G. C. A.

C. C. A.

I. A.

6 15.90 16.70 15.30 13.50 22.80 33.70 39.80 40.00 23.50 27.30 66.20

7 12.72 13.36 12.24 10.80 18.24 26.96 31.84 32.00 18.80 21.84 52.96

8 10.10 10.60 9.70 8.50 14.50 21.40 25.30 25.40 15.00 17.30 42.20

Remark

Executive Engineer Water Resources Division Ashoknagar

9

MARHI KANOONGO TANK PROJECT Tehsil - Ashoknagar

Distt.- Ashoknagar FIXTING OF PRINCIPLE LEVEL

1. Catchment Area :- 24.48 Sqkm.or 9.44 Sqmile 2. Raingauge Station:- Ashoknagar. 3. 75% Dependable rainfall :-660.00 mm. 4. 75% Dependable yield with 0.90 diminishing factor for 9.44 Sqmile:- 3.3441 Mcum I. L. S. L. ( Dead Storage ) :Silt to be deposited in 100 year from 9.934 Sq.mile catchments area. =

½ Ac ft. / Year / Sq.mile of CA for 50 years.

=

½ x 43560 x 9.44 x 50 x0.0283 / 10

=

0.29103 M Cum.

Storage capacity is found at R.L. 495.00 M. where the capacity is 0.2938 M Cum. 75% dependable yield with 0.90 diminishing factor is 3.3441 MCum. Dead storage is kept 0.2938 M Cum. Gross storage = 75% dependable yield + Dead storage 3.3441+ 0.2938 = 3.6379 M Cum. The topography of side is not suitable to store such quantity of water Hight level of both flank is 501.50 Minimum free board Flood lift

::-

1.80 M. 0.60 M.

Hence principal level are fixed as below S. No. 1 1 2 3 4

Sub Engineer

Particular 2 T. B. L. M. W. L. F. T. L. L. S. L.

Levels 3 501.50 M. 499.70 M. 499.10 M. 495.00 M.

Sub Divisional Officer Water Resources Sub Division Ashoknagar

Capacity 4 2.6112 MCum 2.0305 MCum 0.2938 MCum

Executive Engineer Water Resources Division Ashoknagar