minor irrigation tank scheme

8/8/2019 Minor Irrigation Tank Scheme

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MINOR IRRIGATION TANK SCHEME

VILLAGE-------------------------------------P.C.NO.---------R.I.C. TILDA

BLOCK TILDA DISTRICT RAIPUR

MATERIAL REQUIRED FOR CONSTRUCTION OF SLUICE

S.

N

O.

ITEM QTY MOO

RUM

M

STONE

SAND CEM

ENT

METAL RUBBLE P

STONE

HUME

PIPE

SLUICE

GATE

IRON

ROD

1 Filing Foundation 1:4:8 C.C. Work40 mm metal

2 R.C.C. Work 1:2:4 work with 20mm metal

3 Stone masonary work 1:4 C.R.masonary

4 C.C. work with 20 mm metal

5 15 mm Thick in cm 1:3

6 Sluice Gate

7 Pipe 1' Dia

8 R.C.C. Work 1:2:4 work with 20

mm metal

9 Grouted Pitching 1:6

1

0

TOTAL

Transporting of Material

S.

N

o.

Item Km QTY Rate Per Amount C.S.R. Item

No.

1 Moorum

2 M Stone

3 Metal

4 Sand

5 Cement

6 Rubble

7 P. Stone

8 Pipe

9 Sluice Gate

10 Iron Rod

11 Water for C.C. Masonary

Transporting Total

Labour Only Total

Collection of Material Total

Grand Total

A.D.O. ASSISTANT SOIL CONSERVATION OFFICER

(Soil Conservation) Raipur (C.G)

Raipur (C.G.)


2/28




MATERIAL REQUIRED FOR CONSTRUCTION OF Waste Weir

S.

NO.

ITEM QTY MOO

RUM

M

STONE

SAND CEM

ENT

METAL RUBBLE P

STONE

HUME

PIPE

SLUICE

GATE

IRON

ROD

1 Filing Foundation 1:4:8 C.C.Work 40 mm metal


3 Stone masonary work 1:4 C.R.masonary

4 C.C. work with 20 mm metal

5 15 mm Thick in cm 1:3

6 Sluice Gate

7 Pipe 1' Dia


9 Grouted Pitching 1:6

10

TOTAL

Transporting of Material

S.

No.

Item Km QTY Rate Per Amount C.S.R. Item

No.

1 Moorum

2 M Stone

3 Metal

4 Sand5 Cement

6 Rubble

7 P. Stone

8 Pipe

9 Sluice Gate

10 Iron Rod

11 Water for C.C.

Masonary

Transporting Total

Labour Only TotalCollection of Material Total

Grand Total



Raipur (C.G.)


3/28




STATEMENT OF SHOWING TH COST OF Waste Weir

S.

No.

C.S.R. Item

No.

item of Work QTY Rate Unit Amount

1 Excavation of Earthwork in Hard

Moorum Foundation

P/Cum

2 Filling Foundation C.C. 1:4:8

Work With 40 mm Metal

P/Cum

3 C.C. Work 1:2:4 With 20 mm

Metal

P/Cum

4 C.R. Masonary Work With 1:4

cm

P/Cum

5 Cuping work with 1:2;4 20 mm

Metal

P/Cum

6 Plastering Work with 1:3 cm P/sqm7 1:6 Stone pitching Grouted P/sqm

Total



Raipur (C.G.)


4/28




COLLECTION OF MATERIAL FORWaste Weir

S.No Name of Material C.S.R. item No. Qty Unit Rate Amount1 Good Clay

2 Pitching Stone

3 Masonary Stone

4 Rubble Stone

5 40 mm Metal

6 20 mm Metal

7 Sand

8 Cement

9 Moorum

10 Sluice Gate

11 Hume Pipe

12 Water for Compaction13 Water for pudding

14 Water for C.C. Work

15 Water for Masonry Work

16 Stone Chips

Total



Raipur (C.G.)


5/28




COLLECTION OF MATERIAL FORSluice Gate

S.No Name of Material C.S.R. item No. Qty Unit Rate Amount

1 Good Clay

2 Pitching Stone

3 Masonary Stone

4 Rubble Stone

5 40 mm Metal

6 20 mm Metal

7 Sand

8 Cement

9 Moorum

10 Sluice Gate

11 Hume Pipe

12 Water for Compaction

13 Water for puddling14 Water for C.C. Work

15 Water for Masonry Work

16 Stone Chips

Total


(Soil Conservation) Raipur (C.G)Raipur (C.G.)


6/28




"L" EARTH WORK (Abstract)

S.

No.

C.S.R. item

No.

Item of Work QTY Rate Unit Amount

1 Ordinary shrub Jungle Clearance

involving the removal of grass & crop i/c

rooting out2 Dagbelling double spader shaped

(100mm) deep.

3 Benching the seat of embankment to an

average depth of 15 cm & cross slope of

1:12 i/c earth work removing the rubbis

up to a distance of 50 mtr i/c dressing

4 Excavation puddle tranch for moorum

soil inbankment to proper side slope &

bed grade i/c sharing where ever

necessary dressing 50 mtr lead 1.5mtr

lift upto 3mtr.

5 Puddle filling of good clay i/c lead upto

50mtr mixing Watering &kneeding by

Tamping raming and laying etc.

6 Collection of puddle earth

7 Transportation of black cotton soil fall

puddle lead upto 50 mtr.

8 Carting of water for puddle work lead 3

km.

9 Main bund, excavation of earth work in

moorum soil for main bund with

dressing i/c 50mtr free lead & 1.5 mtr

free lift

10 Compaction of earth work

11 Extra lead of earth work for main bund12 Excavation of earth work in moorum soil

for toe wall

13 Stone pitching u/s on main bund labour

only

14 Transportation of p/Stone with loading

& unloading

15 Pitching work with labour Charges

16 Transportation of water for compaction

main bund

17 Stone chips work

18 Collection of stone chips

19 Collection P/stone with Stocking

20 Transpatation of stone chips

21 housing work for pitching

Total



Raipur (C.G.)


7/28




GENRAL ABSTRACTS.

NO.

SUB HEAD AMOUNT

1 'A' Prelimenary

2 'B' Land (Govt. Land)

3 'C' Masonary

4 'K' Building

5 'L' Earth Work

6 'M' Plantion

7 'O' Miscellaneous

8 Total Rs.

9

10 Added 3% for Contingencies Supervision of works and

drinking water supply etc.

11 Grand TotalSAY



Raipur (C.G.)


8/28




'A' PreliminaryS. No.

C.S.R. No.

Item of work QTY Rate Unit Amount

1 Chain & Campus Survey of basin

2 Levelling Survey of basin

3 Catchment survey chaining

4 Levelling survey of catchment

5 Chaining &campas survey of commond area

6 Levelling survey of commoand area

7 Fixing of bench mark & fix double levelling

survey

8 Stationary & photocopy

9 Total



Raipur (C.G.)


9/28




'B' LandS. No. Sub Head QTY Rate Amount

1 Area under the scheme is govt. land

2 Private Land

Total



Raipur (C.G.)


10/28




Unit 1 Head Work 'C' Masonary workS.

No.

Particulars QTY Rate Per Amount

1 Construction of sluice gate as per detailed

attached

2 Construction of waste weir as per detailed

attached

Total



Raipur (C.G.)


11/28




'O' Miscellaneous AbstractS. No. Item of work QTY Rate Amount

1 Fixation of chainage stone

2 Provision for temporary hutment

3 provision of medical first aid box

4 Provision of store room for

cement & survey Instrument

5 provision of drinking water

6 Sing board

Total



Raipur (C.G.)


12/28




'P' MaintenanceS. No. Sub Head Amount % Amount

1 'C' Masonary

2 'L' Earth Work

Total



Raipur (C.G.)


13/28




'A' Preliminary DetailsS.

no.

Item of Work Details Running

Mtr.

QTY

1 Dam Seat & Basin Survey

(i) Chaining

(ii) Levelling

2 Catchment Survey

(i) Chaining

(ii) Levelling

3 Commond area Survey

(i) Chaining

(ii) Levelling

4 Fly Levelling



Raipur (C.G.)


14/28




STATEMENT SHOWING DETAILS WORK FOR SLUICE GATE

SLUICE GATES.

No.

Sub Head Measurement QTY

No. L. W. D/H

1 Excavation of earth worth in moorum soil for

foundation

(i) Wing wall ABCD Head Structure

EF Head Structure

Toe wall U/S

D/S

For U/S Pitching

(ii) Excavation of earth work inmoorum soil for pipe supports pilar

(iii) Pipe joint level of pipe lineTotal

2 Filling foundation C.C. 1:4:8 Work With 40 mm

Metal

(i) Head structure(ii) Wing wall(iii) Return bar(iv) pillar for pipe line(v) Toe wall(vi) Apron

Total

3 Filling foundation with 1:5:8

4 Super Structure of masonary work in 1:6 cm

(i) Head structure(ii) Wing wall(iii) Return Wall(iv) Toe wall Structure

Total

R.C.C. Work 1:2:4 with 20 mm Metal(i) Head structure

(ii) Wing wall Step

Total

5 C.C. 1:2:4 cooping work

(i) Wing wall(ii) Return Wall(iii) Head structure

Total

6 25 mm thick 1:3 cm plaster work on stone

(i) Wing wall(ii) Return Wall(iii) D/S Structure

Total7 providing one sluice gate

8 Providing hume Pipe 1' dia 2.5 mtr. leanth

9 Stone pitching U/S R/S & L/S of sluice gate

10 Grouted stone pitching D/S 1.6 cm

U/S 1.6 cm



Raipur (C.G.)


15/28




'C' Masonary Waste WeirS.

No.

Particulars No. L W D/H QTY

1 Excavation of earth work in moorum soil

for foundation

Wing wall U/S

D/S

Pitching U/S

D/S

Total

2 Filling foundation with 40 mm metal

1:4:8 C.C. work

Head Wall

Wing wall

Total

3 Filling foundation with 20 mm metal

1:2:4 C.C. Work

Total

4 C.R. Masonry work in 1;4 cm

Head Wall

Wing wall

Total

5 Cooping work 1:2:4 with 20 mm metal

Head Wall

Wing wall

Total

6 Plastering in 1:4 cm

Head Wall

Wing wall

Total7 Grouted Pitching U/S

D/S

Total



Raipur (C.G.)


16/28




TOTAL REQUIRED OF MATERIAL

S.

NO.

Particular MOO

RUM

CEMENT SAND METAL 40

MM

METAL 20

MM

SIZE

STONE

IRON ROD HUME

PIPE&

COLUM

P STONE SLUICE

GATE

1 Sluice Gate

2 Waste Weir

TOTAL



Raipur (C.G.)


17/28




STATEMENT SHOWING DETIALS WORK FOR THE

BENCHING WORKS. no. Change width of

bund

SUM Mean Lenth Area in

Sqft

Avg. depth

in inch

QTY

1 0

2 1003 200

4 300

5 400

6 500

7 600

8 700

9 800

10 900

11 1000

12 1100

13 1200

14 1300

15 140016 1500

17 1600

18 1700

19 1800

20 1900

21 2000

22 2100

23 2200

24 2300

25 2400

26 2500

27 2600

28 2700

29 2800

30 2900

31 3000

32 3100

33 3200

34 3300

35 3400

36 3500

37 3600

38 3700

Total

1- Site Clearance...................................................................................................................2- Dag belling.................................................................................................................. ......



Raipur (C.G.)


18/28




STATEMENT SHOWING THE EARTH WORK FOR MAIN BUND

S. no. Change C.S. AREA SUM Mean Lenth QTY

1 0

2 100

3 2004 300

5 400

6 500

7 600

8 700

9 800

10 900

11 1000

12 1100

13 1200

14 1300

15 1400

16 150017 1600

18 1700

19 1800

20 1900

21 2000

22 2100

23 2200

24 2300

25 2400

26 2500

27 2600

28 2700

29 2800

30 2900

31 3000

32 3100

33 3200

34 3300

35 3400

36 3500

37 3600

38 3700

Total

Extra E/W due to filling to benching......................................................................................... .....

Puddle Core (-) ............................................................................................................................. .

Due to W.W. E/W (-) ............................................................................................................. ........

Net E/W Required for main bund............................................................................................... ...



Raipur (C.G.)


19/28




STATEMENT SHOWING THE EARTH WORK FOR PUDDLES. no. Change C.S. AREA SUM Mean Lenth QTY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

1718

19

20

Total

1 Excavation of work in moorum soil for puddle trench................................................................

2 Earth work for Puddle Core................................................................................................. ........

3 Puddle filling with good clay soil with puddle core....................................................................



Raipur (C.G.)


20/28




STATEMENT SHOWING THE QUANTITY OF PITCHING STONE

S. no. Change width of

bund

SUM Mean Lenth depth in

inch

QTY

1

23

4

5

6

7

8

9

10

11

12

13

14

15Total

1- Excavation of E/W in moorumsoil for toe wall..........................................................................2- Toe wall pitching ........................................................................................................... .............3- Pitching in main bund............................................................................................... ..................

Total -----------------------------------------------------------

4- Pitching work L X W................................................................................................................... .5- Housing work for main bund .....................................................................................................6- Total Qty of stone .......................................................................................................... ............7- Stone Chips ...............................................................................................................................



Raipur (C.G.)


21/28




"L" EARTH WORK

EXTRA LEAD CALCULATION

Length of bund -....................

Total Earth Work-..................

A Calculation for free lead up 50 mtr.

L X W X D

Free lead earth work -..............................

Total earth work -.....................................

Earth work for free lead -............................

Balance earth work-....................................

Lead earth work-.......................................

A.D.O. ASSISTANT SOIL CONSERVATION OFFICER(Soil Conservation) Raipur (C.G)

Raipur (C.G.)


22/28




QUARRY CHART



Raipur (C.G.)


23/28




DESIGN OF SLUICE

TAKING DUTY OF CANAL - Acre/Cusec.

Discharge = Area/Duty = 75/72 = 1.04 CusecAdded 25% loss = 0.26

-----------------

1.30 Cusec

Added 15 % Further Expansion = 0.15/1.45 Cusec

Taking 1' Drive Head

Velocity V = C(2gh)

= 2/3 (2 X32.2 x 0.5)

= 2/3 (32.2)

= 3.74 ft/Cusec

Area of vent required = Q/V

=1.45/3.74

=0.38 Sqft

But provided gatr size 1'X1' = 1' size at pipe

2" diahume pipe for clear fluising



Raipur (C.G.)


24/28




DESIGN OF WASTE WIER

Catchment area : --------------------------------------------------

Intensity of rain fall : 4"

Coefficient of run off : 0.40 Cum.

Q = CIA

=

=

= Cum/Sec.

Q = CLH 3/2

= 3.33 X ( ) 3/2 X L

= 3.33 X L X

L = /3.33 X

=

=

OR Say length of Waste Weir



Raipur (C.G.)


25/28




CAPACITY TABLE

S.N

o

R.L. In

Mtr.

Area

between

to

Counter

Area of

each

Counter

Sum Mean Diff. Capacity Prog.

Capacity

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15



Raipur (C.G.)


26/28




Water planning

Catchment Area :

Type of catchment : Field

RAIN FALL

(A)Mean Annual = 48"(B)Mean Mansoon = 44.16

75% Dependable Annual = 36.24 (By Series)

(C)75% Dependable Mansoon = 33.24YIELD

(A)Mean Annual --------------------------------------------------MCF(B)75% Dependable Annual

-----------------------------------------= MCF(C)Mean Mansoon = MCFT

90% of Mean Annual

(D)75% Dependable Mansoon = MCFTDISTRIBUTION OF YIELD

S.

No.

Month % Mean Yield 75% Yield

Depenable

1 June2 July

3 Aug.

4 Sept.

Total

Fixation of Principle levels :-

L.S.L. :- 0.5 Acre height /sqmileof C.A. /Year for 50 X

Available at R.L. = ---------

Aviailable Capacity = ---------

Probable Kharif Irrigation

75 % depenablemansoon yield =

Water requirement of minor head =

Probable irrigation =

Proposed irrigation =


27/28

REQUIREMENT OF WATER

Month Fort Night From

Jan

Requirement of

water in Inchs

Requirement in mcft

June

July

Aug.

Sept.

OCT.

Nov.

Total

WORKING TABLE

S.

No.

Month Carried

over

Yield Total Irrigation

Release

Evaporation

Losses

Balance

1 June

2 July

3 Aug.

4 Sept.

5 Oct.

6 Nov.

Live Storage of Kharif only is greater of following

1. Balance the end of august + 50% yield of September =2. Balance the end of september + 50% yield of October =3. 120% requirement of september +october+Nomber =It is live Storage

Gross storage of capacity is dead storage + live storage =

available at R.L. = ---------------- Available capacity = ----------------

L.S.L.R.L. = ---------------- F.T.L. R.L. = ----------------

M.W.L R.L. = ---------------- T.B.L. R.L. = ----------------

Dead Storage = ---------------- live storage = ----------------

Gross storage = ----------------



Raipur (C.G.)


28/28




STATEMENT SHOWING DETAIL COST OF SLUICE GATE

LABOUR ONLY

S.NO.

C.S.R. ITEMNO.

PARTICULAR QUNTITY RATE UNIT AMOUNT

1 Excavation of earth work in

hard moorum for foundation

50 mtr free lead & 1.5 mtr

free lift with dressing

2 Filling foundation C.C. 1:4:6

work with 40 mm metal

3 R.C.C. 1:2:4 with 20 mm

metal

4 C.R. masonry work in CM 1:4

with super struture

5 Coping work 1:2:4 C.C. with20 mm metal

6 20 mm thick

Plastering CM 1:3

7 providing 1 sluice gate

complete

8 Providing 1 dia pipe 2X M

lenth

9 Dry stone pitching

10 22 cm thick grouted stone

pitching with individual stone

22 cm depth & minimum size

0.014 cm in 1:6 cm

11 Transportation charges with

stacking, loading & unloading

Total



Raipur (C.G.)

minor irrigation tank scheme

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