Micro irrigation is defined as the frequent application of small quantities of water directly above and below the soil surface; usually as discrete drops, continuous drops or tiny streams through emitters placed along a water delivery line.

1. WELCOME

2. “IN-PLANT TRAINING ON IMPLEMENTATION OF MICRO IRRIGATION
PROJECT”
2
COLLEGE OF AGRICULTURAL ENGINEERING,
KANDI ,SANGAREDDY
GODAVARI POLYMERS PVT LTD
HYDERABAD

3. Contents:
• About Godavari polymers Pvt.Ltd.,
• Different micro irrigation systems.
• Drip irrigation system and components.
• Design of drip irrigation system.
• Installation and maintenance.
• Sprinkler irrigation and maintenance.
• Study area.
3

4. GODAVARI POLYMERS PVT LMTD
About:
Godavari polymers Pvt . Ltd., was incorporated in august 1990, with an objective to manufacture, sell
and service High Density Polyethylene(HDPE) pipes and fittings.
• Directors of Godavari Polymers Pvt.ltd. are Venkateshwar Rao Cheekoti and Rajendra Kumar
Chekilla.
Certification:
• Our manufacturing facility is accredited for quality management systems as per DIN EN ISO
9001:2008.
• Godavari HDPE pipes and sprinkler irrigation equipment’s are approved by bureau of Indian
standards and also produced in line with other international standards viz., BS/DIN/ISO etc.,
4

5. DIRECTOR
GENERAL MANAGER
STATE COORDINATOR
AREA MANAGER
DISTRICT COORDINATOR
MI ENGINEER FIELD ASSISTANTDEALER

6. MICRO IRRIGATION:
Micro irrigation is defined as the frequent application of small quantities of water directly
above and below the soil surface; usually as discrete drops, continuous drops or tiny streams through
emitters placed along a water delivery line.
NEED FOR MICRO IRRIGATION:
• To make agriculture productive
• Generate high farm income
• On farm and off farm employment.
MICRO IRRIGATION SYSTEMS:
• Drip Irrigation (Both on-line and in-line systems)
• Sprinkler Irrigation System
• Micro jets
• Rain Guns
• Gravity fed Drip System
6

7. Application by farmer
Preliminary Inspection
Bench mark survey
Design and BOQ generation
Payment of D.D by farmer
Submit to PD office
Mobilization/Approval of 10% By MIE
Trench marking & dugout of trench
Supply of the material
Installation of system components & testing
Mobilization of 50% advance to company
Completion certificate from farmer
Submission of 40% file in PD office
Final inspection by MIAO
Random Inspection
Releasing of 90% payment to the company
APMIP
7

8. DRIP IRRIGATION: It is application of water directly to the root zone of soil in the form of small
droplets above and below the soil surface at frequent intervals as per requirement of the plants.
Advantages:
• Water saving
• Fertilizer saving
• Increased Fertilizer efficiency
• Increased yield and plant growth
8
Throttle Valve
Fertilizer Tank
Main Line
Flush Valve
Sub Main
Water Source
Screen Filter
Lateral Pipe
Control Valve
Air Release Valve
Sand Filter
Non Return Valve
Drip Irrigation System General Layout

9. COMPONENTS OF DRIP IRRIGATION SYSTEM:
1. Head control unit:
Water source: Drip irrigation is a pressurized irrigation technology in which water is delivered from
these sources by increasing its internal energy (pressure) by pumping.
Pump: It is a device which converts mechanical energy to hydraulic energy
• Filters system
• Pressure gauge
• Fertilizer equipment
• Non return valve, Throttle valve, air release valve
9
Bore

10. Types of filters:
• Sand filter: Media Filters consist of fine gravel or coarse
quartz sand. Silica sand is placed in cylindrical tank. Available
in 30, 60, 90 Litres.
• Hydro cyclone filter: Used as a primary filter, for effective
removal of high density particles such as silt and fine
sand/gravel.
• Disc filter: Disc filter contains stacks of grooved, ring shaped
disks that capture debris and are very effective in the filtration
of organic material and algae. During the filtration mode, the
disks are pressed together. Disk filters are available in a wide
size range (25-400 microns).
• Screen filter: These are available in a wide variety of types
and flow rate capacities with screen sizes ranging from 20
mesh to 200 mesh.
10

11. Water source Problematic factor Filter type when
problem is minor
Filter type when
problem is severe
Bore wells Sand Screen or Disc Hydro cyclone
Bore wells Bacteria+ Iron+ Sulfur
Manganese
Disc Disc filter + Chemical
Treatment
River, open well
Tanks
Clay+ Silt+ Algae+
Organ
Matter
Disc Gravel filter + Control
11
Pressure Gauge
water pressure in a various ranges from 0 to 10 kg/cm2 near
the pump to 0-2 kg/cm2 at the end of drip lateral.

12. FERTIGATION EQUIPMENT:
• Ventury injector, fertilizer tank is used for the fertigation.
Ventury injector
• The vacuum is created by diverting a percentage of water flow from the main and pass it through a
constriction which increases the velocity of flow thus creating a drop in pressure.
12

13. Non Return Valve
• Non Return Valve one-way valve that is opened & closed by water pressure on a ball which fits to a cup
shaped opening.
Air Release Valve
• Is installed at the highest point of the mainline to release the entrapped air during start of the system and to
break the vacuum during shut off.
Throttle Valve
• Throttle valve having gun metal body. It regulates the flow of liquid. Available in 2’’ and3’’ sizes.
13NRV Air Release Valve Throttle Valve

14. 14
Head Control System
Hydro cyclone filter
Screen filter
Throttle valve
Air Release valve
Fertilizer Tank

15. 2. Water Carrier System:
• PVC for main: This is PVC pipe line used to carry water from water source to sub-main. These are
available in 90mm,75mm diameter and above with a pressure rating 4 to 6 kg/cm2 are used for main
pipes.
• PVC for sub main:Sub mains distribute water evenly to a number of lateral lines. For sub
main is made of rigid PVC, HDPE or LDPE of diameter ranging from 32 mm to 75 mm
having pressure rating of 2.5 kg/cm2 are used.
15

16. • Pp Ball Valve/ Control Valve: Is provided at the inlet of the sub main
• Flush Valve:
Flush valves provided at the end of the sub-main, fitted to facilitate regular Cleaning of main and
sub-main.
16

17. 3. Water Distribution System:
• Laterals:These are normally manufactured from LDPE and LLDPE. Generally, pipes having 10, 12 and
16 mm internal diameter with wall thickness varying from 1 to 3 mm are used as laterals.
• Drippers:Water coming from the laterals reaches the plant root zone through drippers. Types of crop,
soil and water requirements are deciding the factors for drippers spacing on the lateral. Drippers may be
pressures compensating depending upon field. These are manufactured from Poly- propylene or LLDPE.
1.In-line Drippers
2.Online Drippers
17

18. 18
• In-Line Drippers or Inline tubes: These are fixed along with the line, i.e., the pipe is cut and
dripper is fixed in between the cut ends, such that it makes a continuous row after fixing the
dripper.
• Online Drippers:
1. Online Pressure Compensating drippers: These are most suitable on slopes and difficult
topographic terrains.
2. Online Non-Pressure Compensating drippers: They have simple thread type, labyrinth type,
zigzag path, vortex type flow path or have float type arrangement to dissipate energy
Emitting
Pipe
Dripper
Discharge
(lph)
Dripper
spacing
(cm)
Max. length of
lateral run (m)
for 1m Head loss
16-02-40 2 40 62
16-04-40 4 40 40
16-04-50 4 50 50
16-04-60 4 60 60

19. DESIGN OF DRIP SYSTEM
For designing of drip system for any crop, we must have the following information initially.
• Water source details: Type of water source: Bore well/ Open well/ Reservoir/ River, Location of
water source, Capacity of water source, Available flow rate for irrigation, Elevation of water source
and Quality of water
• Crop details: Type of crop, Crop geometry: Spacing (Row to Row & Plant to Plant), Duration of
growing season, Age of crop
• Topographic details: Elevations, Undulations, Dimensions, Water table level
• Soil details: Type of soil: Clay (%), Silt (%), S and (%), Characteristics of soil: Physical, Chemical
and biological.
19

20. • Climate details: Daily pan evaporation, Temperature: Max & min sun shine hours, Wind velocity,
Overall average annual rainfall
20

21. Area Calculation:Area calculation should be done by GPS(Global Positioning System).
21
• Before the designing of micro irrigation system, we have to know the boundaries and
area of the field. Location of bore well is also necessary for design.
Track Manager Area Calculation Mark way point

22. Water requirement for Tree crops:
Daily water requirement:
Daily water requirement/plant =
𝐸×𝐾𝑐×𝐾𝑝×𝐴
ɳ
Where, E – evapotranspiration (mm/day)
A – area (plant spacing × row spacing)
Kp – canopy factor:-
𝑎𝑟𝑒𝑎 𝑜𝑓 𝑝𝑙𝑎𝑛𝑡 𝑓𝑜𝑙𝑖𝑎𝑔𝑒
𝑎𝑟𝑒𝑎 𝑜𝑓 𝑝𝑙𝑎𝑛𝑡
ɳ - efficiency (0.9 for drip, 0.75 for sprinkler)
𝐾𝑐 – crop factor
Evapotranspiration (ET):
• It is also called as consumptive use. It donates the quantity of water transpired by plants during
their growth or retained in the plant tissue plus the moisture evaporated from the surface the soil
and the vegetation.
Canopy factor:
• It is the ratio of plant’s shadow area at 12 noon to the area of the plant.
22

23. Crop Factor: The Crop Factor is selected for given crop and stage of crop development under
prevailing climatic condition. For each crop there are four growth stages
Water Availability:
75×𝑝𝑢𝑚𝑝 𝐻𝑃×𝑝𝑢𝑚𝑝 ɳ 0.85 ×𝑚𝑜𝑡𝑜𝑟 ɳ(0.75)
ℎ𝑒𝑎𝑑(𝑚)
Head –installation depth
In case of bore well, add 14+water depth
Open well, add 20+water depth
23

24. Head loss in Straight pipe (Hf):
Hf = f l v2 / 2gd
Where, f= Coefficient of frictional loss,
l= Length between two consecutive points (m),
v= Average velocity of flow (m/s),
g= Acceleration due to gravity (m/s2),
d= Diameter of the pipe (m).
The flow velocity can be calculated as
V = 1.274 q / d2
Where v = velocity (m/s)
q = volume flow (m3/s)
d = pipe inside diameter (m)
24

25. Computation of Discharge of Lateral, Sub Main and Main
Flow carried by each lateral line
Q1 = Discharge of one emitter × No. of emitters per lateral
Flow carried by each sub main line Q = Q1 × No. of lateral lines per sub main
Flow carried by main Q = Q1 × No. of sub main line
25

26. For Online:
Online Emitting Pipe =
𝐴𝑟𝑒𝑎 ℎ𝑎
𝐿𝑎𝑡𝑒𝑟𝑎𝑙 𝑆𝑝𝑎𝑐𝑖𝑛𝑔 (𝑚)
× 10000
No. of drippers = Above 8 years use 8 no. of drippers
For new plants use 4 no. of drippers
Number of plants =
𝐴𝑟𝑒𝑎 ℎ𝑎
𝐿𝑎𝑡𝑒𝑟𝑎𝑙 𝑆𝑝𝑎𝑐𝑖𝑛𝑔(𝑚) ×𝐶𝑟𝑜𝑝 𝑆𝑝𝑎𝑐𝑖𝑛𝑔(𝑚)
× 10000
For Inline:
𝑃𝑙𝑎𝑖𝑛 𝐿𝑎𝑡𝑒𝑟𝑎𝑙 =
𝑆𝑢𝑏 𝑚𝑎𝑖𝑛 𝑚
𝐿𝑎𝑡𝑒𝑟𝑎𝑙 𝑆𝑝𝑎𝑐𝑖𝑛𝑔(𝑚)
× 2
𝐸𝑚𝑖𝑡𝑡𝑖𝑛𝑔 𝑃𝑖𝑝𝑒 =
𝐴𝑟𝑒𝑎 ℎ𝑎
𝐿𝑎𝑡𝑒𝑟𝑎𝑙 𝑆𝑝𝑎𝑐𝑖𝑛𝑔(𝑚)
× 10000
26

27. 27
S.NO Crop Peak water Peak water requirement
(mm/day)
1 Mango 2.3
2 Sweet orange & Acid lime 3.0
3 Papaya 6.0
4 Guava 3.5
5 Pomegranate 4.9
6 Banana 6.6
7 Vegetables, Onion 8.0
8 Groundnut, Sunflower, Cotton 6.0
9 Chilies 8.0
10 Medicinal & Aromatic plants, Tobacco 7.0
11 Marigold, Rose 8.0
12 Sugarcane 7.0
13 Mulberry, Pulses 5.0
Recommended PWR Values

28. Control valve selection:=
𝑠𝑜𝑢𝑟𝑐𝑒 𝑑𝑖𝑠𝑐ℎ𝑎𝑟𝑔𝑒
𝑠𝑢𝑏 𝑚𝑎𝑖𝑛 𝑑𝑖𝑠𝑐ℎ𝑎𝑟𝑔𝑒
Application Rate Online =
𝐷𝑟𝑖𝑝𝑝𝑒𝑟 𝐷𝑖𝑠𝑐ℎ𝑎𝑟𝑔𝑒 ×𝑁𝑜.𝑂𝑓 𝐷𝑖𝑝𝑝𝑒𝑟𝑠
𝐿𝑎𝑡𝑒𝑟𝑎𝑙 𝑆𝑝𝑎𝑐𝑖𝑛𝑔(𝑚) ×𝑃𝑙𝑎𝑛𝑡 𝑆𝑝𝑎𝑐𝑖𝑛𝑔(𝑚)
Application Rate Inline =
𝐷𝑟𝑖𝑝𝑝𝑒𝑟 𝐷𝑖𝑠𝑐ℎ𝑎𝑟𝑔𝑒
𝐿𝑎𝑡𝑒𝑟𝑎𝑙 𝑆𝑝𝑎𝑐𝑖𝑛𝑔 ×𝐷𝑟𝑖𝑝𝑝𝑒𝑟 𝑆𝑝𝑎𝑐𝑖𝑛𝑔
Daily Duration of operation =
𝑃𝑒𝑎𝑘 𝑊𝑎𝑡𝑒𝑟 𝑅𝑒𝑢𝑖𝑟𝑚𝑒𝑛𝑡
𝐴𝑝𝑝𝑙𝑖𝑐𝑎𝑡𝑖𝑜𝑛 𝑅𝑎𝑡𝑒
Duration of one operation =
𝐷𝑎𝑖𝑙𝑦 𝐷𝑢𝑟𝑎𝑡𝑖𝑜𝑛
𝑁𝑜.𝑂𝑓 𝑂𝑝𝑒𝑟𝑎𝑡𝑖𝑜𝑛𝑠
28

29. DESIGN SHEET OF DRIP SYSTEM
29

30. INSTALLTION:
Installation of drip irrigation system can be divided into 5 stages:
A. Installation of filter station D. Punching of lateral and fixing of drippers
B. Connecting main line and sub-mains E. Testing of the system
C. Laying laterals with drippers / Inline drip system
30
A. Installation of filter station:
• Install the screen or sand filters in the correct position on the leveled plot form such that Adequate space is
available for cleaning of filters and for keeping fertigation equipment.
• Ensure that all the fittings such as pressure gauge, backwash, bypass and air release valves are done
properly.

31. 31
• Sub-main and mainline connections:
Mains and sub-mains are PVC pipe lines should be laid at a depth of minimum 2 feet below
the ground surface to avoid possible damage to pipe lines due to the farm implements used for
various cultivation operations in the field
• Laying laterals with drippers / Inline drip system:
1.To connect the lateral lines to the sub-mains, holes are drilled on the PVC sub-main pipes using
appropriate drill guide and drill.
2.The drippers are punched on the laterals as per the requirement.
3.Then grommet are fixed in it and theses take off are fixed.

32. 32

33. Maintenance of drip irrigation system:
• Back washing & sand filters has to be cleaned
• Frequent cleaning of emitters/drippers
• Flushing at every irrigation
• Cleaning of main & sub main pipes
33

34. SPRINKLER IRRIGATION:
• Water is applied on the soil surface and the plants in form of rainfall
• The spray pattern is obtained when the water pressure is expelled through small orifices.
• The operating pressure is developed by an appropriate pumping unit.
Types:
sprinklers are classified as on the basis of spray pattern
1.Rotating head
2.Perforated pipe
i. Stationary
ii. Oscillating
iii. Rotating
3.Based on the Portability
i. Portable
ii. Semi-portable
iii. Semi-permanent
iv. Permanent
34

35. Components Of Sprinkler Irrigation System:
• A pump unit
• Tubing’s- main/sub-mains and laterals
• Couplers
• Sprinkler head
• Other accessories such as valves, bends, plugs and risers.
35

36. Sprinkler Head:
Sprinkler head distributes water uniformly over the field without generating runoff and loss
due to deep percolation. Types of sprinklers are rotating head or fixed type. They are effective with
pressure of about 10 to 70 m head at the sprinkler. Pressures ranging from 16 to 40 m head are
considered to be the most practical for normal uses.
36

37. Maintenance of sprinklers:
Pipes and Fittings:
The pipes and fittings require virtually no maintenance but attention must be given to the following
procedures. Occasionally clean any dirt or sand out of the groove in the coupler in which the rubber
sealing ring fits. Any accumulation of dirt or sand will affect the performance of the rubber sealing
ring.
Sprinkler heads:
The sprinkler heads should be given the following attention:
a) When moving the sprinkler lines, make sure that all sprinklers are not damages or pushed into the
soil.
b) Do not apply oil, grease or any lubricant to the sprinklers. They are water lubricated and using oil,
grease or any other lubricant may stop them from working.
37

38. STUDY AREA:
• Chittoor
• Soil type: 57% red loamy
• 34% red sandy
• 9% black clay loamy sandy, red clay
• Area – 15,359 km2 (5,930m2)
• Located under poini river valley
• GPS- N12 37 – 14 8
• E78 3 – 79 55
• Water source: ponnai river, swarnamukhi
• Rainfall: average 438.0 mm south west monsoon
• 396.0 mm north east monsoon
• Major crops: tomato, mango, grains, sugarcane, peanuts, ground nut
• Major mandals undergoing drip irrigation are piler, rayachoti, madanpalle, burakayalakota, b.
kothakota, gurramkonda, mulakalacheruvu etc.,
38

39. Study Area:
• KADAPA
Area: 15379 km2 (5938 sq. m)
Net Irrigated area: 5 lakh acres. 13.17% of total geological area.
Average rainfall: 709.6 mm Actual rainfall: 526.7 mm
• Location: N13 43, E77 55,
Ground water irrigates 86% of the total irrigation in the district and it plays vital role in irrigation
• Soil types:
Red soils: 53% Black soils: up to 47%.
Generally associated with clay content.
• Major agricultural crops:
Ground nut, paddy, cotton, red gram
• Major fruit crops: Mangoes, banana, papaya, acid lime, sweet orange
• Major vegetable crops : Tomato, chilly, turmeric
39

40. Study area
• Study area: west Godavari area: 7,742km2(2,989 sq. mi)
• Density:510 /km2
• Co Ordinates: N16 07 E81 01
• Major crop: paddy, banana, sugarcane, oil palm and coconut.
• Other important crop: cashew nut, mango and tobacco.
• Rain fall:1078mm
• Rain daily:57.1
• Temperature min:23 0c
• wind speed:7.9km/hr
• Visiting places: chinthalapudi, Nallacherla, Lingapalem, Dwaraka thirumala
40

41. STUDY AREA
Ananthapur
Types of soils:
• Shallow red soils – 78%
• Black soils – 20%
• Others – 2%
• Area – 15,359 km2 (5,930m2)
• GPS: N14 68 E77 6
Irrigation source:
• Canals – 18.8%
• Tanks – 3.6%
• Tube wells -76.35%
• Other source – 1.3%
Rain fall:
• SW monsoon (June-Sep): 328mm
• NE monsoon(Oct-Dec): 154mm
• Annual rainfall :560mm
Major crops:
• Ground nut, Red gram, Rice, Cotton
• Sweet orange, Mango, Papaya, Banana
• Tomato, chilies, and flowers
41

42. Study Area:
KURNOOL
Area: 17,658 km2 (6818 sq. m)
Net Irrigated area: 5.3 lakh acres. 13.17% of total geological area.
Average rainfall: 670 m
Location: N15 48
E78 0
Canals and tube wells of the total irrigation in the district and it plays vital role in irrigation
Soil types:
Red soils: 31%
Black soils: up to 58.4%.
Major agricultural crops:Paddy,Bagra, Jowar, Cotton,Sunflower ,Groundnut and Chillies.
Major fruit crops: Mango (10.6%), banana (5%), orange(2.1%)
Major vegetable crops: chilly, turmeric,carrot
Cotton occupies more annual cropped area
field visit: Dhone, Kothapalle, Gargeyapuram, Veldurthi, Peapally.
42

43. • Study area
• Prakasham Area:17626km
• Co-ordinates:N15 20 E79 33
• Major crops:Chilllies,cotton,sugarcane,etc....,
• Major soils:Red ,black,alluvial soils
• MIP started in 2003-04
• Annual Rainfall:567mm
• In 2014-15 it covered a total of 26,280 ha in which 17,843ha of land is through drip irrigation and
8445ha of land is through sprinklers
43

44. 44
0 Years 0
Is Farmer Application Dropped No
Lateral Single
Available Irrigation Facility and MI company detalis
Funding Pattern NMSA / OFWM (APMIP)
Remarks ok
Proposed Area in Farmer Registration (Ha) 1.01
Crop Details
Main Crop TOMOTO Age of the Garden MicroIrrigation Drip Surface Inline
Co-ordinates of GPS
Water Source Latitude and Longitude N1351.077,E7855.364
Head Control Unit Latitude and Longitude N1351.077,E7855.364
Tracking of the Field Latitude and Longitude N1350.935,E7855.624
Bank Name indian bank Branch Name k v palle
IFSC Code IDIB000P195 Account Number 11025888508
875667328048 self Vatikala Nagulamma 1.01 16539 18377
Family
Aadhar No Relation Name Area (Ha) Subsidy Availed System Cost
Estimated Project Cost Payment of Non Subsidy Component Yes
Farmers for Subsidy Availed Cases
Drip/Sprinkler installation is
taken up previously
Yes Previous MI System Yes Subsidy Availed Type
Location of Water Source WiththeField Approximate distance in mts
Whether existing Pipe Line
available
No Size Length
Nature of Soil RED
Land Documents Enclosed Form 1B Signed by Tahsilder MI Company selected by the farmer M/S GODAVARI POLYMERS PVT LTD.,HYDERABAD
Power connection Yes Whether File is with water sharing No
Technical Information
Type of Soil ORDINARY
Habitation Thotikada Palli Source of Water Bore Well Date of Preliminary Inspection 12/09/2017
Mandal Kambhamvaripalle Gram Panchayat Noothakalva Village Noothanakalva
Application No. MIP100000583413 Date of Application 10/07/2017 MI Type Drip
PRELIMINARY INSPECTION REPORT FOR FARMER ID: HP10090060000685262
Name of the District : Chittoor
Name of the Farmer: Sri/Smt. VATIKALA NAGULAMMA S/o./W.o. WO V SIDDAIAH Contact No. 9666910644

45. 45
BENCHMARK SURVEY REPORT FOR FARMER ID: HP10090060000685262
1. Details of the Micro Irrigation Supplier
District Chittoor
Name of the Company M/S GODAVARI POLYMERS PVT LTD.,HYDERABAD
Name of the Authorised Representative MUKESH Bench Mark Survey Date 12/09/2017
Phone No. with STD Code Mobile No.
2. Details of the Farmer
Name of the Farmer VATIKALA NAGULAMMA S/O WO V SIDDAIAH
District Chittoor Mandal Kambhamvaripalle
Gram Panchayat Noothakalva Village Noothanakalva
Phone No. with STD Code Mobile No. 9666910644
Application No. MIP100000583413 Date of Application 10/07/2017
SSID APMIP10090065262 Name of the bank
3. Farmer's Land - General Information
Area (ha) 1.01 Future extension, if any (ha)
Area proposed under MicroIrrigation
(ha)
1.01
Percentage of slope of field 1
Coordinates of GPS:
Water Source Latitude and Longitude N1351.077,E7855.364
Head Control Unit Latitude and Longitude N1351.077,E7855.364
Tracking Of The Field Latitude and Longitude N1350.935,E7855.624
Polygon Of The Field
Land Mark And Irrigation Source
4. Area proposed under Micro Irrigation:
Plot1 Plot2 Plot3 Plot4
Crop TOMOTO
Area under Crop (ha) 1.01
Row to Row distance (m) 1.2
Total No. of Plants 21041
Type of Soil ORDINARY
5. Water, Pump and Power supply
Water source Bore Well
Water availability: Number of hours per
day
7
Water yield (LPS) 4.3
Pump Details:
Company CRI Model No. 2009 HP 10
Speed (High/Low) High Head range 180 Discharge range 160
Type Of Pump SUBMERGIBLE Depth of Water Level 400 No. of stages 10
Power availability: Number of hours per
day
7
6. Water Assessment
Depth of water table (in meters) 350 Season of Assessment Rabi
Draw down (in meter) Height of outlet above ground level 1

46. 46
Non Subsidy Details
XXII. Funding Pattern NMSA / OFWM (APMIP) XXIII. Extra GST 8126
XXIII.Additional State share 6105
XVIII. additional Share 6795 XIX. BOQ Generation Date 12/09/2017
XX. State GST 9156 XXI. Central GST 9156
XII. Total System Cost 101733 XIII. GST on Post System Cost 18312
XVI.Pre GST Grand Total 113662 XVII. Grand Total 120045
VI. Installation 488 VII. Service Tax on Installation 0
VIII. Total Pre System Cost 108250 IX. Vat on Pre System Cost 5412
Sub Total Item Total:89308.95 PostGST Item Total:83742.95
IV. Fittings & Accessories 727
V. Transportation 429
294
End Cap 16 mm 1.34 1.29 200 268 258
Nipple 16 mm 1.54 1.47 200 308
279.3
Start connector 16 mm 1.47 1.41 195 286.65 274.95
Grommet 16 mm 1.53 1.47 190 290.7
1240.7
Emitting Pipe 16mm - 4lph - 40cm 10.34 9.69 8400 86856 81396
Plain lateral 16 mm 6.84 6.53 190 1299.6
III. Water Distribution System
Item Size Pre GST UnitCost Post GST UnitCost Quantity PreAmount PostAmount
Sub Total Item Total:12330.6 PostGST Item Total:11970.82
3342
PVC for sub-main 63 mm (4 Kg/cm2) 39.3 38.81 132 5187.6 5122.92
PVC for main 75 mm (4 Kg/cm2) 56.4 55.7 60 3384
263.2
PVC for main 63 mm (4 Kg/cm2) 39.3 38.81 30 1179 1164.3
Flush Valve 63 mm 70 65.8 4 280
PreAmount PostAmount
PP Ball Valve/Control
Valve
63 mm 575 519.6 4 2300 2078.4
Sub Total Item Total: 4966 PostGST Item Total:4375.1
II. Water Carrier System
Item Size Pre GST UnitCost Post GST UnitCost Quantity
351
Inlet-outlet manifold 63mm 0 373.7 1 0 373.7
Pressure gauge Pressure gauge 170 351 1 170
757
Air Release valve 1” 376 110.1 1 376 110.1
Throttle valve(PP) / Gun
Metal Value
2” 832 757 1 832
1541.1
Ventury 1" 1435 1242.2 1 1435 1242.2
Screen Filter 20 m3 2153 1541.1 1 2153
I.Head Control Unit
Item Size Pre GST UnitCost Post GST UnitCost Quantity PreAmount PostAmount
Peak water requirement(MM/PERDAY) 8, NA Application rate(MM) 8.33
MI Company Name M/S GODAVARI POLYMERS PVT
LTD.,HYDERABAD
Aadhar No 875667328048
Lateral spacing(M) 1.2 Drippers/plant 1
Plant-To-Plant Spacing(M) 0.4 Drippers Discharge(LPH) 4
Lateral Proposed : Single Date of Application : 10/07/2017
Spacing 1.2 X 0.4 Irrigation System : Drip Inline-Surface
Power source Electric Meter Available
Crop TOMOTO Variety
Village Noothanakalva Survey No//ROFR Certificate Number 846
Area in Ha. 1.01 Water source Bore Well
BILL OF QUANTITIES FOR INLINE-SURFACE(DRIP) IRRIGATION SYSTEM OF FARMER ID: HP10090060000685262
Farmer Name in full (with Surname) VATIKALA NAGULAMMA Farmer Id HP10090060000685262
District Chittoor Mandal Kambhamvaripalle

47. 47
Farmer Name VATIKALA NAGULAMMA SSID / Sr No APMIP10090065262
District Chittoor Mandal Kambhamvaripalle
Gram Panchayat Noothakalva Village Noothanakalva
Habitation Thotikada Palli Farmer ID HP10090060000685262
Name of the Bank indian bank Branch Name k v palle
Loan No MI Company Name M/S GODAVARI POLYMERS
PVT LTD.,HYDERABAD
Date of release of 10% 1st Installment 13/12/2017 Location of Farm N1350.935,E7855.624
District Chittoor Mandal Kambhamvaripalle
Gram Panchayat Noothakalva Village Noothanakalva
Habitation Thotikada Palli Address Door No -
Address Pin Code 517213 Date of Application 10/07/2017
MI Supplier name M/S GODAVARI POLYMERS PVT
LTD.,HYDERABAD
Irrigation System Type Drip
Area covered (Ha) 1.01 Crop(s) TOMOTO
Spacing(s) 1.2 X 0.4 Area (ha) 1.01
Type of Water Source
Completion Verification Date
Photos
Procedure for Chemical Treatment Yes
Procedure for Fertigation Yes
Remarks ok
Cleaning the Filter Element Yes
Backwashing the Sand Filter No
Operation of Fertigation Equipment Yes
Average Emitter Discharge (Lph) 4
Please mention whether the following aspects of System Operation and Maintenance clearly explained and Demonstrated by the MI Supplier
Flushing Laterals Yes
Flushing of Sub-mains Yes
Please provide following details of the system performance
Pressure at Head Control Inlet, kg/cm2 4.8
Pressure at Head Control Outlet, kg/cm2 4.6
Pressure at Head Control Inlet of Submains, kg/cm2 4.5
Was entire material supplied as per the Invoice / Estimate ? If no, Please provide
details of supply and/or discrepancies ?
Yes
Was the System (Mains/Submains/Laterals) flushed before fixing the emitters ? Yes
Was the system tested and found to be performing satisfactorily ? Yes
Installation Completion Date 02/11/2017
08/11/2017
Was the System Installed as per the Design Drawing ? Yes
Was the Update Map handled over by MIS Supplier ? No
MICRO IRRIGATION SYSTEM COMPLETION CERTIFICATE FOR FARMER ID : HP10090060000685262
Corresponding Address
Micro Irrigation System Details
Bore Well
Material Supply Date 01/11/2017

48. 48
203784
203784
28880134219
AAACG7496HST001
VATIKALA
NAGULAMMA
Chittoor
Noothanakalva
1.01
Electric
1.2 X 0.4
1.2
0.4
8, NA
Indica tive Cost TOMOTO-100000 Guide d Cost 100956
Subsidy Amount 90860 Non-Subsidy Amount 18999
Gra nd Tota l 120045 Funding Pa tte rn NMSA / OFW M (APMIP)
Non Subsisy De ta ils
Syste m Cost 101733 Eligible % of Subsidy 90%
Syste m Cost 101733 VAT on Syste m Cost 5412
Tota l Syste m Cost 101733 FIV DRIP Ge ne ra tion Da te 11/12/2017
Tra nsporta tion 429
Insta lla tion 488 Se rvice Ta x on Insta lla tion 0
SUB TOTAL 83742.95
Fittings & Acce ssorie s 727
Nipple 16 mm 1.54 200 308
End Cap 16 mm 1.34 200 268
Grommet 16 mm 1.53 190 290.7
Start connector 16 mm 1.47 195 286.65
Plain lateral 16 mm 6.84 190 1299.6
Emitting Pipe 16mm - 4lph - 40cm 10.34 8400 86856
SUB TOTAL 11970.82
W a te r Distribution Syste m
Ite m Size UnitCost Qua ntity Amount
PVC for main 75 mm (4 Kg/cm2) 56.4 60 3384
PVC for sub-main 63 mm (4 Kg/cm2) 39.3 132 5187.6
Flush Valve 63 mm 70 4 280
PVC for main 63 mm (4 Kg/cm2) 39.3 30 1179
Ite m Size UnitCost Qua ntity Amount
PP Ball Valve/Control Valve 63 mm 575 4 2300
SUB TOTAL 4375.1
W a te r Ca rrie r Syste m
Pressure gauge Pressure gauge 170 1 170
Inlet-outlet manifold 63mm 0 1 0
Throttle valve(PP) / Gun Metal Value 2” 832 1 832
Air Release valve 1” 376 1 376
Screen Filter 20 m3 2153 1 2153
Ventury 1" 1435 1 1435
Compone nt De ta ils
He a d Control Unit
Ite m Size UnitCost Qua ntity Amount
Pe a k w a te r Re quire me nt (MM) Applica tion Ra te (MM) 8.33
MI Compa ny Na me M/S GODAVARI POLYMERS PVT LTD.,HYDERABAD
Re ma rks During Comple tion
Ce rtifica te
ok
La te ra l Spa cing Drippe rs/ Pla nt 1
Pla nt-To-Pla nt Spa cing(M) Drippe rs Discha rge (LPH) 4
Pow e r Source Me te r Available
Spa cing Irriga tion Syste m : Drip Inline-Surface
Villa ge Surve y No/ROFR Ce rtifica te Numbe r 846
Are a in Ha . W a te r Source Bore W ell
Fa rme r Na me in full (w ith
Surna me )
Fa rme r Id HP10090060000685262
District Ma nda l Kambhamvaripalle
TIN/VAT NO PAN NO AAACG7496H
Se rvice Ta x No Da te of Applica tion 10/07/2017
FINAL INVOICE FOR INLINE-SURFACE(DRIP) IRRIGATION SYSTEM : HP10090060000685262
Ge ne ra l De ta ils
Invoice Numbe r Invoice Da te 02/11/2017
De live ry Cha lla n De live ry Cha lla n Da te 01/11/2017

49. THANK YOU
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