fish seed hatchery - upfisheries.up.nic.in/modelprojects/imc-hatchery.pdfcarps (february to march)....

Sanjay kumar shukla Deputy Director FisheriesGovernment of U.P.

Fish seed hatchery

Central &State share Rs1875000

Bank loan Rs 625000

Total Project value Rs 2500000

Name of beneficiary

District

Vision of U.P. Fisheries Department

Transforming rural poverty to prosperity through fisheries and aquaculture development


List of Documents

Document Page no.

1- Project report……………………………………………… 3-4

2-Matsya samridhi…………………………………………. 5-6

3-Application form…………………………………………. 7-8

3- Summery of project in annexure 01………………. 9-11

4- Income & bank loan Repayment schedule……….12

5 -Financial analysis…………………………………………….13

6 -Detail estimates………………………………………………14-32

7 -Drawing ………………………………………………………… 33-34

8-Affidavit…………………………………………………………..35

9- Land ownership document/Khtuni………………… 36

10- Identification proof………………………………………. 37

11- Anticipatory Bank loan sanction letter…………..38 ( in case of bank loan) 12-Other documents as follow…………………………


Fish seed Hatchery

Introduction:-Paucity of fish seed is the most important constraint in the

scenario aquaculture. The transportationof fish seed from the far distance is

the cause of mortality which directly affects the economicsof beneficiary.To

cover up all water resources of state the demand of fingerlings as per area and

standard norms is 2893 million (54.27 million for reservoirs & 2838.73 million

for aquculture culture) in terms of fry the demand is 5000 million whose 60%

survival may fulfill the demand of fingerlings so the demand of fry is 3600

million more in comparison of present production.

Object:-Fish seed production enhanced through estabisement of fish seed

hatcheries.

Beneficiary:-Sri……………… residence of village ………………. post …………. district

……………………is the beneficiary of the said project. He is the experienced person

in fish seed business. Till now he used to rear the spawn up to fry so with the

construction of hatchery the paucity of spawn will be reduced. He has the own

land -------- hectare which plot numbers are-----------

Project cost:-Total project cost is Rs 25,00,000.00 in which 75 % will be

subsidy and 25% will be beneficiary share or bank loan . The internal rate of

return of project will be 17.64% and after repyment of loan it will be 34 %.

Detail project report is annexed.

Project activity:-The hatchery will be run in three phase. Fish spawn/fry /

fingerlings of catla, rohu,mrigal ,grass carp,silver carp,common carp will be

produced. Recurring cost is Rs 890000 and total sale value will be Rs1753000.

Out put,out come, Indicator

Output Outcome Indicator

Targeted number of hatcheries constructed in the private sector

Kanpur division becomes not only self- sufficient in fish seed but producing surplus which is sold to other districts

Fish production enhancement


Risks

1. Non availability of sound technical labour.

2. Water quality management as per desired parameter.

Capacity of hatchery

Capacity of spawning pool to breed 60 kgs female &90 kgs male breeder at a

time .one hatching pool of 4.0 meter is to produce 4-5 liter or 20.0 lacs spawn of

four days in one cycle /run. The said hatchery has a provision of two spawning

pools Thus two pools will produce 40.0 lacs spawn in one run. Easily 20 runs will

be operated in three months for IMC(June to August ) and two months for exotic

carps (February to march). Thus one hatchery may produce 80 million spawn. A

huge rearing space is required which can not be managed in one site .So as per

norms in 1.50 hectare water area 3.0 crore spawn may rear for fry production

(Two phase June to August &one phase from February to March) which will give

10 million fry and rest of spawn may be sold out from hatching pools but

additional brooders &space to keep brooders is required.

Quantity of material for hatchery construction

As per detail estimate excluding the over head tank the approximate quantity of

hatchery construction material is with some deviation as follow:-

Cement In bags

C. sand cum

Brick Nos.

Grit B.B. cum

Local sand cum

Iron qt

Pipe RM

Others liter

320 36 24000 41 22 17.10 240 14

Item wise detail of quantity of material is on page nos. 30&31


MatsyaSamridhi

National Fisheries Development Board Department of Animal Husbandry, Dairying and Fisheries, Ministry of Agriculture, Government of India,

“Fish Building" Pillar No: 235, PVNR Expressway, SVPNPA Post, Hyderabad-500052.

Tel: + 91 - 040 - 24000103/24015553; Fax: + 91 - 040 - 24015568/24015552

E-Mail: [email protected]; Web: http://nfdb.gov.in,

Helpline Number: 040-24000100

Application for Financial Assistance

(A) General Information: 1 Name of Applicant / Organization

S/o / D/o / W/o

2 Status Farmer Fisher FCS SHG Entrepr. State Govt. Quasi Govt. Others (*)

3 Category(*) General OBC SC ST Women Differently abled Minority Others

4 Address Address for communication Project Address

Door no / Street Village/Mandal/Taluk District, State, Pin code Land Phone: Mobile: E-mail:

(B) Project Details:

5 Name of the activity

IMC HATCHERY

6 Assets available (*) Land Own Lease Building Yes No Machinery Yes No

7 Whether trained /

Experienced in relevant field

Yes No 8. Whether any assistance received earlier for

similar project

Yes No

9 Components Details

No of

Units Unit Cost (Rs.) Total Cost (Rs.)

(a) Capital Cost DETAIL ESTIMATE ATTACHED

1610000

(b) Operational Cost DETAIL ESTIMATE

ATTACHED

890000

(c) Total 2500000

10 Source of Funds (Rs.)

Bank Loan (*) Own

Finance

NFDB

Assistance Total (Rs.)

625000 1875000 2500000

11 Expected Output Production Gross Income (Rs.) Net Income (Rs.)

10000000 1753000 863000

12 No. of Beneficiaries General OBC SC ST Minority Women Others

13 Whether Project Report enclosed , If project cost is more than Rs. one lakh (*) Yes No

(*) Enclose relevant documents/Photographs etc.,

(C) Declaration of Applicant:This is to certify that, I ………………son/daughter of ………….hereby declare

that the information furnished above is true to my knowledge and belief and all relevant documents are enclosed.

Date: Place: Signature:

mailto:[email protected]

http://nfdb.gov.in/


(D) Declaration of Recommending/ Implementing Agency: This is to certify that, the information

furnished by the applicant has been verified. The project is technically feasible and economically viable. The project

is recommended for sanction for Rs. 1875000.Lakh (Rupees Eighteen lacs seventy five thousand) as assistance

from NFDB. The project will be periodically monitored. The UC in prescribed GFR format along with progress

report, photographs etc., will be furnished every quarter to NFDB. The bank details are given below.

14 Account Holder Name Name of the Bank Branch Account no Bank IFSC Code

Date: Place: Signature:

Designation

………………………………………………………………………………………………………….........................................

...........

For NFDB Use

Date of Receipt Dak Number Enclosures Sanction

Date Amount


Application for submission of proposal for financial assistance from National Fisheries Development Board/state government /RKVY

Proposal for Fish seed hatchery S.no. Particulars sought from the applicant Information furnished by the applicant

1.0 Name and address of the applicant in Block letter

2.0 Address for communication ( telephone number)

3.0 Details of the land where fish seed hatchery activity is proposed to be taken up

a)State

b)District

c)Taluka/Mandal

d)Revenue village

e)Survey number

f)Ownership(lease or freehold)

g) If on lease ,duration of lease

h) Total farm area in hectare

i)Total water area in hectare

j) Detail of the proposed civil work(Design details/engineering works to be certified by the Department of Fisheries

Attached

4.0 Details regarding assistance received earlier for the fish seed hatchery construction,if any carried out earlier may be mentioned a long with the year and amount incurred on such renovation

5.0 Whether the applicant is in default of payment to any Financial institution/state Government for loan/ assistance availed earlier. If please provide the detail and reasons for default

6.0 Estimate regarding recurring cost 890000 (Attached)

7.0 Experience of the applicant in the field and details of training undergone so far

8.0 Details regarding economicsof operation Attached

9.0 Whetherany financial tie up has been made for availing Bank loan if so provide details

10.0 Expected data of operation of the farm and tentative schedule of activities

11.0 Marketing tie up

12.0 Source and number of labour employed for as well as day- to day operation

Photo


Declaration by the Applicant

I/We ………………………………………………………………………………….son/daughter/wife………………………………………

…………………………of……………………………………….. Residing at………………………………………………………………………

Hereby declare that the information furnished above is true to the best of my /our knowledge and

belief. Iam /We are fully aware that it is found that any information furnished by me /we/us is false or

there is any kind of deviation/violation of the conditions under which assistance is provided to me by

NFDB any action as deemed fit for violation of this condition may be taken against me /us.

Date

Place Signature and Name of applicant

Signature of Assistant Director

Fisheries/ chief executive officer

Fish Farmer Development Agency…

Countersigned by the implementing agency

Date

Place Signature and seal of authorizedrepresentative

of implemented agency


Annexure 1

Detailed Estimates of capital and operational costs for Fish seed Hatchery

Sn

Items Quantity

Unit Rate (Rs)

Amount (Rs)

A Capital cost

1 Earth work

a) Brooder pond construction( number 01) 3600 cum 820/h 98400

b) Nursery construction (number07) 2205 cum 820/h 60680

c) Rearing pond construction (number 02) 6720 cum 820/h 183680

2 Civil structure

a) Breeding pool 01 As per detail estimate

223086

b) Hatching pool 02 As per detail estimate

156123

c) Spawn collection chamber 01 As per detail estimate

37486

d) Shed /store / Laboratory room 01 As per detail estimate

114000

e) Overhead tank 01 118300

3 Water supply arrangement

a) Boring 01 As per detail estimate

105000

b) Submersible pump 01 L/S 50000

c) Pump house 01 As per detail estimate

75000

d) Pipe line work in hatchery complex & in ponds

As per detail estimate

109818

e) Electric connection charge 25000

4 Machinery &equipment

a) Pump set 01 20000

b) Sprinkles 01 sat 20000

c) Oxygen cylinders 02 3000

d) Breeding kit 01 5000

e) Nets ( brooder, fingerling net) 25000

5 Brood fish 1200 kg 150 180000

capital cost

1609573

Total capital cost

Say 1610000


B Operational cost

1 Hormone Average 0.3 =ml./kg for 240 kg female brooders 240 x 0.3=72 m.l. Average 0.2 ml./kg. for 360 kg male brooders 360 x 0.2=72 ml. Total 144 ml. say 15 vial x2= 30 vials

30 number 600 18000

2 Expected spawn Production (Reference Dr V.G. Jhingran) 480 x 100000 eggs=48000000 eggs(380 kgs imc & 100 kgs grass carp,silvercarp, c.carp) Expected spawn production with 80% fertilization of total eggs of that 80% survival will be produced 307,00000 spawn, stocked phase wise June to August & February and March in 1.50 Hectare water area.

3 Cow Dung 10000 Kg. 1 10000

4 Nursery management (Ref. Dr. V.G. Jhigran) 1st Phase of water area used (1.50 hectare) A. Mahuwa Oil cake 2500 kg/hectare B. Diesel 56 liters/hectare C. Cheap Soap 9 kg/hectare D. Lime Use of fertilizer 3 days before the spawn stocking Super phosphate of lime 150 kg/hectare Single super phosphate 50 kg/hectare Mustered oil cake 700 kg/hectare 2end Phase of water area used(1.0 hectare) A. Diesel 56 liters/hectare B. Cheap Soap 9 kg/hectare C. Lime Use of fertilizer 3 days before the spawn stocking Super phosphate of lime 150 kg/hectare Single super phosphate 50 kg/hectare Mustered oil cake 700 kg/hectare 3rd Phase for exotic carp water area (0.75 hectare) A. Mahuwa Oil cake 2500 kg/hectare B. Diesel 56 liters/hectare C. Cheap Soap 9 kg/hectare D. Lime Use of fertilizer 3 days before the spawn stocking Super phosphate of lime 150 kg/hectare Single super phosphate 50 kg/hectare Mustered oil cake 700 kg/hectare

3750 84 14 1500 225 60 1050 56 9 100 150 45 700 1500 40 6 1500 100 35 500

Kg. Liter Kg. Kg. Kg. Kg. Kg. Liter Kg. Kg. Kg. Kg. Kg Kg. Liter Kg. Kg. Kg. Kg. Kg

10.00 60.00 5.00 10.00 10.00 10.00 15.00 60.00 5.00 10.00 10.00 10.00 15.00 10.00 60.00 5.00 10.00 10.00 10.00 15.00

37500 5040 70 15000 2250 600 15750 3360 45 1000 1500 450 10500 15000 2400 30 15000 1000 350 7500


5 Fish feed Feeding of spawn (as per Dr.Ali Kunhi &Dr Kamla kant) 3,00,00,000 spawn (weight of one spawn 1.4 m.g.) =42 kg first five days double the weight of spawn 42 x 2x 5= 420 kg. six to ten day triple the weight of spawn 45 x 3x 5= 675 kg. eleven to fifteen day fourth times to the weightof spawn 50 x 4x 5=1000 kg Survival of 3,00,00,000 spawn maximum 28 to 30%= 1,00,00,000 fry (20 to 30 m.m. which weight 0.1 gram=1000 kg) 15 to 30 days 2% of body weight1000 x 2%x 15= 300 kg Total=420+675+1000+300=2395or2400 Kg Feed of Brooders for one year 480 kg female & 720 Kg male i.e. quantity of feed as per body weight of 1200 kg Brood stock 9 Months 2% of body weight 24 kg x 30 x 9 month = 6480 Kg. 3 Months 3% of body weight36 kg. x 30 x 3= 3240 kg. Total 9720 kg

2400 9720

Rs/kg Rs/kg

25 25

60000 243200

6 Water Management (1.50 hectare Nursery area & 0.40 hectare brood pond area) A Electricity Charges of tube well in Agriculture connection B Quantity of Diesel for 8.5 H.P. engine with pump 4 x 3 inch dia 50,000 liters water output by 4 x 3 inch dia pump in one hour and diesel consumption will be 1.5 liters/hour(1 cu.meter=1000 liters 0.50 hectare= 5000 cu.meter= 5000000 liters= 100 hours

12 150

Month litre

1000 60

10000 9000

7 Labours -A ) One Trained technician for four month B ) Five untrained labour for four months C ) Two untrained labour for 8 months

1 5 2

4month 4month 12mont

10000 9000 3000

40000 180000 144000

8 Polythene bags 10000 number 5 50000

9 CIFAX/KMno4/Eggs & Other expenditure - L/S 5000 10 Oxygen gas & String, tags - L/S 2000 11 Miscellaneous expanses L/s 10000

Total Operational cost 889595 Say 890000

Total cost of Project (A+B) 25,00,000 Shallow Bore estimate is based on minor irrigation department, Civil work estimate as per u.p. schedule of rate, Detail estimate and abstract of cost is attached.


Income

S.No. Item Amount(Rs.)

1 Sale price of 50.00 lac IMC seed @ Rs 110/thousand 550000

2 Sale price of IMC 20.00 lac seed @ Rs. 125/thousand 250000

3 Sale price of 10 lac IMC seed @ Rs. 150/thousand 150000

4 2.0 lac or 2% of total approximate seed production 1.0crore which grows up to 75-100 m.m sale price @ Rs 1.50/-, piece

300000

5 Sale price of silver carp/grass carp/common carp seed quantity 20 lac @ Rs 250/-thousand

500000

6 Sale price of 5% Brooders i.e. 30 kg mortality during breeding or any other casualty during the year @ Rs 100/kg

3000

Total 1753000 Seed production cost per seed Rs 0.08 Seed sale per seed Rs 0.17 Profit on one seed Rs 0.09

Repayment schedule for fish seed hatchery

Bank loan Rs 625000

1 625000 625000 75000 0 75000 0 0 02 625000 535715 1753000 150000 89285 239285 890000 1129285 6237153 535715 446430 1753000 64286 89285 153571 890000 1043571 7094294 446430 357145 1753000 53572 89285 142857 890000 1032857 7201435 357145 267860 1753000 42857 89285 132142 890000 1022142 7308586 267860 178575 1753000 32143 89285 121428 890000 1011428 7415727 178575 89290 1753000 21429 89285 110714 890000 1000714 7522868 89285 0 1753000 10714 89290 100004 890000 990004 762996

450001 625000 1075001 6230000 7230001 5040999

Total Net Profit

Interest

@

12%

Principal

Amount

Total Recurring

Expenditure

Bank repayment

Total

End of

year

Beginning

of year

Year Bank Loan Sale price

of seed


Financial Analysis

Item Years

First 2nd to 4 Fifth 6 to 9

1- Capital cost 1610000 - 500,000 -

2- Recurring Cost

(including bank repayment &

interest instalment)

0 1425713 1022142 1222146

Total 1610000 1425713 1,522,142 1222146

Sale of seed 0 1753000 1753000 1753000

NPW 1610000 327287 230858 530854

D.F.@ 10 % 0.909 2.26 0.62 1.967

NPW 1463490 739669 143132 1044190

P.W. of Cost 1463490 3222111 943728 2403961

P.W. of Benefit 0 3961780 1086860 3448151

B.C. Ratio = 8496791 = 1.05or1:1.05

8033191

D.F.@ 15% 0.833 1.755 0.402 1.041

NPW 1341130 574389 92805 552619

P.W. of Cost 1341130 2502126 611901 1272254

P.W. of Benefit 0 3076515 704706 1824873

B.C. Ratio = 5606094 = 0.97or1:0.97

5727411

I.R.R. 10+10 (463500)

(463500-(-121317)

10+10(463500)

(463500+121317)

10+10(463500)

584817

10+10 (0.79)

10+7.9 17.90 or 17.90%


Detail of unit cost for fish seed hatchery

s. n

Particulars of item No. Length width Height/ depth

Quantity

1 Brood Pond - Area 0.60 hectare

Excavation of 0.60 hectare brooder pond E/W digging ,ramming ,compaction ,dressing etc up to compelitition of work including one lead and lift average digging 1.0 m. by machine as per direction

2 bundh 2 bundh

100 m 50 m

6 m 6 m

2 m 2 m

2400 cum 1200 cum 3600 cum

2

Rearing Pond Excavation of 0.50 hectare rearing pond

E/W digging ,ramming ,compaction, dressing etc up to compelitition of work including one lead and lift average digging 1.0 m. by machine as per direction

2 bundh 2 bondh

100 m 40 m

6 m 6 m

2 m 2 m

2400 cum 960 cum 3360x2 6720 cum

3 Nursery Ponds

Excavation of 0.75 hectare Nursery pond E/W digging, ramming ,compaction, dressing etc up to compelitition of work including one lead and lift average digging 1.0 m. by machines per direction

6 bundh 12 bundh 1 bundh

100 m 10 m 15 m

3 m 3 m 3 m

1 m 1 m 1 m

1800 cum 360 cum 45 cum 2205 cum

Abstract of cost of earth work

s.no Particulars of Item Quantity Rate

Amount in Rs

Hours Rs/hour

1 E/W for brood pond 3600 cum 120 820 98400

2 E/W for rearing pond 6720 cum 224 820 183680

3 E/W for nursery ponds 2205 cum 74 820 60680

Total

342760


ABSTRACT OF COST FOR 6.0 meter DIA CIRCULAR SPAWNING/ BREEDING POOL ( 01 number)

s.no/ Particular of items Quantity Rate Amount in Rs

1 E/W for foundation 35.0 cum 70 /cum 2407

2 8:4:1 c conceling circular foundation& 5.70 cum 3700/ cum 21090

3 B150 B/W 1:4 4.10 cum 5800/cum 23780

4 B150 B/W 1:3 circular wall &pillar

17.76 cum

6000/cum 76560

5 Filling of local sand 17 cum 600/cum 10200

6 Laying of R.B.wall circular wall pillar above wall

6.59 cum 6000/cum 39540

7 R.C.C. work 1:2:4 floor 2.83 cum 6000/cum 16980

8 Steel work 2.45Q 6000/Q 14700

9 20 m.m. thick plastering work in inner phase wall

29.51 m2 118/m2 3482

10 10 m.m.thick plastering in outer phasewall

72 m2 100 m2 7200

11 S/F of mash jali 9.12m2 L/S 2000

12 Finishing outer face with water proof cement

44.32 m2 60/m2 2659

13 Distempering work 25.43 m2 54/m 1373

14 Painting work 13.73m2 81/m 1112

Total 223083


ABSTRACT OF COST FOR 4.0 meterDIA CIRCULAR HATCHING POOL ( 2 number)


1 E/W 12 cum 70/cum 840

2 c.c. (1:4:8) work 4 .7cum 3700 /cum 17390

3 class150 B/W 1:3 1.5cum 6000 /cum 9000

4 Laying RBwall in 1:3 as per item 6 of spawning pool 12.83M2

6000/cum 76980

5 Filling of local sand 4 cum 600/ cum 2400

6 10 m.m. thick R.C.C.floor 2.63 cum 275/cum 723

7 S/F of steel work 3.25 Q 6000/ Q 19500

8 20 m.m. thick plastering 51.4 m2 118 /m2 6065

9 12 m.m. thick plastering 56 m2 100/m2 5600

10 S/F of wire mesh jali 30.0 m2 L/S 12000

11 Water proofing cement painting 50.0m2 60/ m2

3000

12 Painting work 25.0m2 81 /m2 2025

13 PVC pipe 8 c.m. dia 4 m 150/m 600

Total 156123


ABSTRACT OF COST FOR FRY COLLECTION CHAMBER (2x4M)


1 E/W 2.20 cum 70/cum 154

2 C.C.work (1:4:8) 2.20 cum 3700/cum 8140

3 class 150 B/W in ratio 1:3 4.33 cum 6000/cum 25980

4 R/Bwork in 1:3 0.14 cum 6000/cum 840

5 S/F work 0.05Q 6000/Q 300

6 25m.m. thick c.c. flooring(1:2:4) 8 m2 200/m2 1600

7 20 m.m. plastering work (1:4) 40 m2 118/m2 472

Total 37486 ABSTRACT OF COST FOR WATER SUPPLY ARRANGEMENT


1 Laying 100 m.m. dia G.I.pipe 15 RM 480/RM 7200

2 Providing & laying 65 m.m. diaG.I.pipe 12.RM 320/RM 3840

3 Providing & laying 50 m.m. diaG.I.pipe 15 RM 240/RM 3600

4 Providing &laying 25 m.m. diaG.I.pipe 130 RM 122RM 15860

5 Providing &laying 100 m.mdiaPVC.pipe 5 RM 215/RM 1075

6 Providing & laying 100 m.m. dia PVC.Pipe for pools

35RM 155/RM 4275

7 Providing &laying 60 m.m. diaPVC.pipe 15RM 120/RM 1800

8 S/F sluic valve 100m.m 01 no. L/S 4000

9 S/F gage valve 100m.m 01 no. L/S 4000

10 S/F gage valve 90m.m 03 no. L/S 9000

11 S/F gagevalve 65m.m 01 no. L/S 2500

12 S/F gage valve 50m.m as per drawing 05 no. L/S 7500

13 S/F 8 NO. angle iron hanger 66 kg 48/KG. 3168

14 Nozals 50 L/S 2000

15 Masomary work /labour charge L/S 40000

TOTAL 109818


Abstract of cost for tin shed room/lab (6x4 m)

Sn. Name of work Quantity unit Rate Amount in Rs

1 E/W in foundation 2.704 cum 106/cum 288

2 C.C.work 4.618 cum 3650/cum 16855

3 B/W work in foundation 1.771 cum 4630/cum 8200

4 B/Win super structure 7.217 cum 5200/cum 37528

5 D.P.C.course 2.40 M2 265/ M2 636

6 S/F of angel iron frame for door & window

2.88 M2 500/ M2 1440

7 S/F of flush door ( plywood) commercial type

2.88 M2 1400/ M2 4032

8 .R.C.C.work for lintal &lab shed 0.40 cum 7200/ M2 2880

9 20m.m. plastering work 62.76 M2 158/ M2 9916

10 15 m.m. plastering work 90.59 M2 140/ M2 12683

11 S/F of AC sheet 8 No. 1000/no. 8000

12 S/F of angel iron for roof shed 1.5 qt 6000/qt 9000

13 M.S. iron work 50 kg 47/kg 2350

Total 113808

Or Rs 114000 Civil work estimates as per u.p. schedule of rate


Detail estimate for construction of mini circular hatchery

Sno. Item of work Measurement

No. L B H Content

A 6.0 dia spawning pool 01 1 E/W in digging tranches for

foundation in ordinary soil i/c. 1.5m lift &leap up to 50 m i/c dressing of side ramming pf bottoms back filling &proper disposal of soil Digging circular foundation Filling in circular wall

01 01

3.14x6.36 3.14x62

2

0.87 0.65+0.8 2

0.8

13.90M3

20.49M3

34.93 M3

Say 35.0M3

2 Concrete with 40 mm brick ballast coarse sand &cement in proportion of 1:4:1 i/c supply of all materials,labour T&P required for proper completion of work Circular foundation floor For stair base Per stair base

1 1 1 1

3.14x6.36 3.14x62

2 2 1.2 1.2

0.87 - 0.9 0.55

0.15 0.10 0.15 0.15

2.61M3

2.83M3

0.16M3

0.10 M3

5.70M3

Say 5.70M3

3 Class 150 brick work in 1:4 cement &1.25 Fmsand mortar in foundation plinth &i/c supply of all materials, labour &T&P Circular wall Circular wall Circular wall

1 1 1

3.14x6.36 3.14x6.36 3.14x6.36

0.47 0.47 0.47

0.15 0.15 0.15

1.41 M3

1.41 M3

1.41 M3

4.10 M3

4 Class 150mm in 1:3 cement &mortar in super structure up to 9” thick walli/c. supply of all material,labour &T&P


Circular wall Pillar for steps Steps Side walls along steps

1 1 11 2

3.14x6.36 0.9 0.9 1.27

0.36 0.23 0.23 0.12

1.65 2.0 0.3/2 0.48

11.86 M3

0.14 M3

0.34 M3

0.15 M3

12.76 M3

Say 12.80 M3

5 Filling of local sand in the pool including supply of sand ,watering,ramming &dressing complete including lead upto 50M &lift 1.5M in side wall

1

3.14x6/2

-

0.6

17.0 M3

6

Laying RB wall in 1:3 in cement &coarse sand mortar excluding supply of steel but including its fixing in position &binding wire with necessary cutting &including cost of binding wire supply of all materials,labour T&P but excluding centering &shuttering which in not required in this work Circular wall Pillars above wall Sab for stairs Deduct stair portion from circular wall

1 8 1 0.9

3.14x6.23 0.23 5.6 0.9

0.23 0.23 0.9 0.23

1.35 0.45 0.12 1.35(-)

6.07 M3

0.19 M3 0.61 M3 0.28 M3

6.59 M3

say6.60 M3

7 RCCwork in floor with cement coarse sand &10to 20mm gauge stone grits in 1:2:4 excluding supply of re-enforcement&shutteringbuti/c supply of all materials labour T&P Floor 1 3.14x6/2 - 0.10 2.83 M3

8 S/F re-enforcement in RB&RCC work when not included in over all rates brought to required shape as necessary i/c supply of


steel its cutting, binding, bending &wastage 10 mm dia bars &walls vertical base Round Round stirrups Stair slab long base Stair slab long bars Cross base 12mm dia bars vertical bars in pillars Wastage2% Steel bars for RCC floor @40kg/M32.63X40=113.2Kg

10 5 3 3 3 18 8

- - - - - - -

- - - - - - -

1.6 20.0 1.9 2.8 0.9 0.9 Length Wastage2% Weight @0.62kg/m 6 Weight @0.62kg/m 126.6+4.5=

67.2M 100.0M 5.7 M 8.4 M 2.7 M 16.2 M 200.2 M 4.0M 204.2 M 126.6kg 4.8M 0.1M 4.9m say5.0M 4.50kg 131.01kg 113.2kg 245.2kg or 2.45qt

9 20mm thick plaster in dado or skirting with 1:4 cement &coarse sand mortar laid in panels. Finished with 8mm flootine coat of neat cement or waterproof material cement marble dust in 5:1 i/c supply of all material,labour T&P Inner face of wall Top of wall Deduct pillars from top

1 1 8

3.14x6 3.14x6

- - 0.23

1.35 0.23 0.23(-)

23.43M2

4.50M2

29.93M2

0.42M2

29.51M2

10 12mm thick plaster in single coat with 1:4 cement &coarse sand mortar overB.W including arises. Internal round angel


chambers &finished even &smooth including cost of all material ,labour and T&P Lower portion of outer face wall Outer face of Rbwall RBpillar all round Steps of stairs Landing of stairs Side walls of stairs

1 1 8 11 1 2

3.14X6.46 3.14X6.46 4.0X0.23 0.9 0.9 1.27

- - - - 0.9 -

1.65 1.35 0.45 0.23 - 0.5 say

33.42M2

22.30 M2 3.31 M2 5.25 M2 0.81 M2 1.27 M2 71.49 M2 72.0 M2

11 S/F wire mash jali as per design approved by engineer Outer face of pillars

1 3.14x6.46 - 0.45 9.12 M2

Say 9.15 M2

12 Finishing outer faces with water proof cement paint Spawning pool Spawning pillars Spawning top of wall &pillar

1 8 1

3.14x6.46 4x0.23 3.14x6.23

- - 0.23

1.8 0.45 -

36.51 M2 3.31 M2 4.50 M2

44.32 M2

say 45.0 M2

13 Distempering two coats with oil base distemper Spawning pool in side walls

1 3.14x6.0 - 1.35 25.43 M2

say25.0 M2

14 Painting two coats over one priming coat on wire mesh Spawning pool

1x1.5

9.15 M2 13.73 M2 Say15.0 M2

B 4.0 Dia Two nos. Hatching pools

1

E/W in digging tranches for foundation in ordinary soil i/c. 1.5m lift &leap up to 50 m i/c dressing of side ramming pf bottoms back filling &proper disposal of soil Digging circular foundation Filling above GL

2 2

3.14x4.23 3.14x4/2

0.56 -

0.3 0.3

4.46M3

7.54 M3 12.00 M3


2 CC1:4:8 as per item no.2 of spawning pool Circular foundation Circular floor

2 2

3.14x4.23 3.14x42/2

0.56 -

0.15 0.10

2.23 M3 2.51 M3 4.74 M3 Say4.75 M3

3 150 class B/W as per item no. 4 of spawning poll circular wall

2 3.14x4.23 0.36 0.15 1.43 M3 Say1.45 M3

4 Laying RB wall in 1:3 as per item no.6 of spawning pool Circular outer wall Circular inner wall RB pillar over inner wall

2 2 2x4

3.14x4.23 3.14x1.23 0.23

0.23 0.23 0.23

1.95 0.30 0.90

11.91 M3 0.53 M3 0.38 M3 12.82 M3

5 Filling of sand as per item no. 5 of spawning pool

2 3.14x42/2 - 0.15 3.77 M3

6 100 mm thickRCCfloor &beam as per item no. 7 of spawning pool Floor Beam

2 2

3.14x42/2 3.14x1.23

- 0.15

0.1 0.1

2.51 M3 0.12 M3 2.63 M3

7 S/F steel as per item no. 8 of spawning pool For RB wall 10mm dia bars Round stirrups Inner circular vertical Round Pillars 176M weight @0.62 kg /m 109 kg For two pools 109x2= 218 kg For beam 6 floors 40 kgs /M3 2.63X40 = 105 Kg

29 7 8 2x2 4

- 18.5 - 4.0 -

- - - - -

1.9 - 0.3 - 1.1 2%wastage

55.1M 94.5M 2.4M 16.0M 4.4M 172.4M 3.44M 175.0M Say 176.0M 218kg 105kg 323kgs 3.23qt

8 20mm thick plaster as per item no.9 of spawning pool Inner face of outer wall

2

3.14x4

-

1.30

32.66M2


Top of wall Inner face of inner circle Outer face of inner circle Top of inner circle Pillars of round Deduct pillar at base

2 2 2 2 2x4 2x4

3.14x4 3.14x1.0 3.14x1.46 3.14x1.23 0.92 0.93

0.23 - - 0.23 - 0.23

- 0.3 0.3 - 0.9 -

6.11 M2 1.88 M2 2.75 M2 1.77 M2 6.62 M2 0.42 M2 51.37 M2 Say51.54 M2

9 12mm thick plaster as per item no.9 of spawning pool Outer face

2 3.14x4.46 - 2.0 56.0 M2

10 S/F weird jali as per item no.9 of spawning pool

2 3.14x1.46 - 0.9 8.25 M2

11 Finishing outer faces with water proof cement paint Hatching pool Hatching pool top

2 2

3.14x4.46 3.14x4.23

- 0.23

0.8 -

22.40 M2 6.11 M2 28.51 M2 Say 30.0 M2

12 Distempering two coats with oil base distemper Hatching pool inside wall Hatching pool inner circle inside Hatching pool circle out side Hatching pool top Hatching pool pillars Hatching pools beam in side Hatching pool beam out side Hatching pool top &bottom Deduct pillars top& bottom

2 2 2 2 2x4 2 2 2x2 2x4x2

3.14x4 3.14x1.0 3.14x1.46 3.14x1.23 0.92 3.14x1.0 3.14x1.46 3.14x1.23 0.23

- - - 0.23 - - - 0.15 0.23

1.3 0.3 0.3 - 0.9 0.1 0.1 - -

32.66 M2 1.88 M2 2.75 M2 1.77 M2 6.62 M2 0.63 M2 0.40 M2 2.32 M2 49.09 M2 0.85 M2 48.25 M2 Say 50.00M2

13 Painting two coats over one priming coat on wire mesh Hatching pool

2x1.5 8.25 24.75 M2

say25.0 M2


C 2X4 M Fry collection chamber nos.1

1 E/W as per item no,1 of spawning pool Foundation of chamber Walls along stair

1 2

4.76 1.27

2.76 0.53

0.15 0.15

1.97M3

0.20 M3 2.17 M3 Say2.20 M3

2 C.C.1:4:8 as per item on 2 of spawning pool Foundation of chamber wall along stair

1 2

4.76 1.27

2.76 0.53

0.15 0.15

1.97M3

0.20 M3 2.17 M3 Say2.20 M3

3 Class 150 brick work in1:3 as per item no.4 of spawning pool Chamber longswalls Chamber short walls Walls along stair Steps Deduct step portion from chamber wall

2 2 2 5 1

4.46 2.00 1.27 0.75 0.75

0.23 0.23 0.23 0.24x0.16/2 0.23

1.20 1.20 1.20 1.20 (-)

2.46 M3 1.10 M3 0.70 M3 0.07 M3 4.33 M3

0.21 M3 4.12 M3 Say4.15 M3

4 LayingR.B. work in 1:3 as peritem no 6 of spawning poolSlab for stair

1 1.50 0.75 0.12 0.135 M3 SAY0.14 M3

5 S/F Re inforcement as per item no.8 of spawning pool 10mmdia long bars Cross bars Weight in [email protected]/m

2 5

1.5 0.8

- -

- -

3.0M 4.0M 7.0M 4.43kg or0.05qt

6 25mm thick plain C.C. floor 1:2:4 cement coarse sand &10 to 20mm stone grit finished with 3mm floating coat of neat concrete base conc to paidseparately in cluding supply of all material,labour T&P etc. Floor

1

2

4.0

-

8.0M2


7 12mm thick plaster 1:4 as per item no 10 of spa .pool Inside chamber walls stair walls Deduct stair portion Outer long walls Outer short walls Plaster alongStair walls Out sideTop of stair walls Out side Top of chamber wall Deduct stair from top Over steps top &faces

1 2 1X2 2 2 2 2 2 2 1 5

12 1.27 0.75 4.46 2.46 1.27 1.27 4.46 2.0 0.75 0.75

1.2 0.97+0.13/2

- - - - - - - - -

- - 1.0 1.2 1.2 1.2 0.23 0.23 0.23 0.23 (-) 0.25+0.16

14.40M2

1.40 M2 1.50 M2 10.70 M2 5.90 M2 3.05 M2 0.58 M2 2.05 M2 0.92 M2 0.17 M2 1.50 M2 40.52 M2 1.67 M2 (_-) 38.83 M2 Say 40.00 M2

D Water supply arrangement

1 Provision of laying 100 mm G.I.pipe Vertical at O.H.tank to hatchery

1 1

6 7.5

- -

- -

6.0RM 7.50RM 13.50RM

2 Providing &laying 65mm diaG.I. pipe

1 7.5+4 - - 11.5RM SAY12.0 RM

3 Providing and laying 50 mm dia G.I.pipe Spawning pool Hatching pool

1 1

1.5+5 3+6

- -

- -

6.5RM 9.0RM 15.5RM Say20RM

4 Providing laying 25 mm dia G.I.pipe in side spawning pool Outer vertical in spawning pool In spawning pool round at top forated Hatching pool in side Hatching pool for shower Vertical Outer hatching pools

2 2 1 2 2X6 2

3.14X6 4.6 3.14X2 3.14X2 2.5 3.14X4.5

- - - - - -

- - - - - -

37.68RM 9.20RM 6.28RM 15.70RM 30.00RM 28.26RM 127.12RM Say130RM


5 Providing &laying P.V.C.pipe 100mm for drain

1 3.0 - - 3.0RM Say 5.0RM

6 Same as above but 90 mm dia pipe Hatching pool ,Fry collection chamber Hatching pooi-drainpipe

2 1

4.5 5.1+17

- -

- -

9.0RM 22.0RM 31.0RM say35.0 RM

7 Same as above but 65 mm dia pipe Drin pipe spawning pool Drainfry collection chamber

1 1

11 3

- -

- -

11.0RM 3.0RM 14.0RM Say 15.0RM

8 S/F sluice valve 10mm dia at O.H.tank

1 - - - 1Nos

9 S/F gate valve 100 mm dia near spawning pool

1- - - - 1Nos

10 Same as above but 90mm dia for drain

3 - - - 3Nos

11 Same as above but 65mm dia

1 - - - 1Nos

12 Same as above but 50mm dia

5 - - 5Nos

13 S/Fnos. 30x30x5mmx2.0M each long angle iron hanger for spawning pool to support per forted pipe embeded in the pillars

8 3.87 - - 29.96RM Say 30RM weight at 2.2kg/M=66Kg

Detail of estimate for tin shed room/lab (6x4 m) sn Name of work No. Length

(m) Width (m)

Height/ Depth(m)

Quantity

1 E/W in foundation &plinth in ordinary soil including lift &lead up to completion of work as per direction

2 2

6.68 6.68

0.45 0.45

0.45 0.45

1.352cum 1.352cum 2.704cum


2 Providing &laying in cement concrete (1:4:8 ) and curing complete in form work in foundation and floor

2 2 1

6.68 3.78 6.00

0.45 0 4.00

0.15 0.15 0.15

0.451cum 0.567cum 3.600cum 4.618cum

3 B/Win foundation (1:6) cement & fine sand including supply of all materials ,labour and tools and plants etc required for completion of work as per direction/pwdsr 303 1st step 2 end step

2 2 2 2

6.68 3.78 6.58 3.75

0.45 0.45 0.35 0.35

0.20 0.20 0.23 0.23

0.601cum 0.340cum 0.529cum 0.301cum 1.771cum

4 B/W in 1:4 S/S cement & c. sand including supply of all materials ,labour and tools and plants etc required for completion of work as per pwd sr305

2 2

6.46 4.00

0.23 0.23

3.0 3.0

4.457cum 2.760cum 7.217cum

5 D.P.C. coarse 2.5 cm thick with (1:2:4) cement , concrete stone aggregate 10 m.m. normal size &cutting complete as per pwdsr5.7.1

2 2

6.46 4.00

0.23 0.23

- -

1.48 m2 0.92 m2

2.40 m2

6 S/F of angel iron door frame

1 1.80 1.10 - 1.80m2

7 S/F of angel iron window frame

1 1.20 0.90 1.08m2

8 S/F of flush door commercial quality including fixing of wooden cleat and stoppers and including fixing and adjustment of hinghs bolts ,locks ,handles spring fitting with necessary screw etc

1 1

1.80 1.20

1.10 0.90

- -

1.98m2

1.08m2

3.06m2


9 R.C.C lintal as per item no.12

1 1

1.10 0.90

0.23 0.23

0.15 0.15

0.143cum 0.031cum 0.174cum

10 20 m.m. plastering work on rough side wall in ratio 1:3 ( cement coarse sand) as per direction pwd s,r.17.63

2 2

6.46 4.00

- -

3.0 3.0

38.76m2

24.00m2

62.79m2

11 15 m.m. plastering work in ratio 1:3 fair side walls as per direction pwd s.r. 17.59

2 2 2 2 1

6.46 4.00 6.46 4.00 6.46

- - - - 4.00

3.00 3.00 0.10 0.10 -

38.76m2

24.00m2

1.29m2

0.80m2

25.84m2

90.69m2

12 S/F of cement (1.05x3.6)(16m.m.)

8 - - - 8

13 S/F angel iron frame for roofing with all materials, T&P etc. as per requirement

2x2 2

6.46 4.46

- -

- -

25.84 RM 8.92 RM 34.76RM

14 R.C.C lintal for lab platform 1 6.0 0.60 0.10 0.36cum

15 Milled steel work - - - - 50 kg


Quantity of material for hatchery construction (excluding overhead tank)

(As per detail estimate)

Sno. Particulars Cement In bags

C.sand cum

Brick Nos.

GritB.B. cum

Local sand cum

Iron qt

Pipe RM

Others

Spawning pool

1 C.C .brick ballast 19.61 2.74 - 5.36 - - -

2 Brick work in foundation 1:4

7.63 1.11 1886 - - -

3 Brick work ins/s 1:3

31.87 3.46 5888 - - - -

4 Sand filling local - - - - 17.0 - -

5 R.B.wall1:3 16.43 1.78 3036 -- - - -

6 R.C.C.work1:2:4 18.85 1.30 - 2.55 -- - -

7 20mmthick plaster

3.69 0.33 -- - - - -

8 12mm thick plaster

5.40 1.44 - - - -- -

9 Water proofing course

11.25 0.50 - 11.25 - - -

10 Distempering - - - - - - - 5.5 li

11 Painting - - - - - - - 3.3li

12 Mild steel iron 2.45

Hatching pool

1 C.C .brick ballast 31.64 2.14 - 4.28 - - - -


2.70 0.40 667 - - -- -- -

3 Sand filling local - - - - 3.77 - -- -

4 R.B.wall1:3 31.92 3.46 5897 - - - - -

5 R.C.C.work1:2:4 17.52 1.18 - 2.37 - - - -

6 20 mm thick plaster

6.44 1.72 - - - -- - -


4.20 1.12 - - - - - -

8 Water proofing course

7.50 0.33 - 7.50 - - -- -

9 Painting -- - - - - -- --- 5.50 li

12 Mild steel iron -- - -- - - 3.25 - -

Fry collection chamber

1 C.C .brick ballast 14.65 0.99 - 1.98 - - - -

2 Brick work in 10.33 1.12 1909 - - - -- -


foundation 1:4

3 R.B.wall1:3 0.35 0.40 40 - - - - -


1.25 0.33 - - - - - -


3.0 0.80 - - - - - -

Lab/ Tin shed

1 C.C .brick ballast 30.75 2.08 - 4.16 - - - -


4.41 0.50 815 - - - - -

3 Brick work ins/s 1:3

18 1.95 3320 - - -- - -

4 DPC 0.60 0.27 - 0.60 -- - -- -

5 RCC lintel 1.16 0.80 - 0.16 - - -- -


7.85 2.07 --- -- - - - -


8.50 2.27 - - - - - -

8 RCC lamb plate form

2.40 0.16 - 0.32 - - -- -

9 Mild steel - - - -- - 10.74 - -

Water supply arrangement

G.i.Pipe 100 mm dia - - - - - - 15 -

G.i.Pipe 65 mm dia - - - - -- - 12 -

G.i.Pipe 50 mm dia - - - - - - 15 -

G.i.Pipe 25 mm dia - - - - - - 130 -

PVC Pipe - - - - -- - 60 -

Sluice valve -- - - -- - 11 -

Nozals - - - - -- - 50 -

Angel iron hanger -- - - - - 0.66 - -

Total 320 36 24000 41 22 17.10 240 14


Model estimate of shallow bore

s.no Drilling charges Qty Rate Unit Amount

1 Drilling charge 14”x8” 40 520 m 20800

2 Reaming 18” 40 230 m 9200

3 Cartage of truck 20 20 km 40

4 Tractor charge 20 198 hrs 3960

5 Compressor charge 10 1500 hrs 15000

6 Pit charges 4’x4’x4’ 64 85.5 cum 5472

Total 54472

Mid Dept Pipe

1 200 m.m.UPVC c m pipe 25 1123 m 28075

2 150mm UPVC Rs pipe 12 776 m 9312

Total 37387

Expenses Pgravels&fittings

1 100m.m.x75m.m.reduser 01 650 1 No. 650

2 75m.m.cetralizer 05 300 5No. 1500

3 UPVC top cap 01 500 1No. 500

4 75m.m.UPVC end cap 01 350 1No. 350

5 100 m.m. dia for M.S.

clamp

5m.m.x35m.m.x400m.m.

01 800 1NO. 800

6 P.gravels 5 2000 M3 10000

Total 13008

Total A+B+C 104867

Grand Total 105000 Shallow Bore estimate is based on minor irrigation department.


Section Elevation of Tube well


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