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High Efficiency Irrigation System
Help Line: 0304-9478398
2020
Design Code: STS-01-CKL
Ghulam Muhammad Chakwal
TYPICAL LAYOUT OF SPRINKLER IRRIGATION SYSTEM
[AGROTEN TRADERS (PVT) LTD]
69/8 GREEN VILLA, MARATEB ALI ROAD, FCC, GULBERG IV, LAHORE
PH:042 35777962
AGROTEN TRADERS (PVT) LTD (HEIS)
TABLE OF CONTENTS
 GENERAL INFORMATION / CROP INFORMATION /ETO AND Kc. 3
 WATER SUPPLY AND SOURCE. 4
 DESIGN SHEET 5
 HEAD LOSS CALCULATION. 6
 PROJECT PRICE SUMMARY. 7
 BILL OF QUANTITIES. 8
 TERM AND CONDITIONS OF USAGE. 9
 WARRANTY AND CONDITION OF USAGE. 10
Flat
Crop
Area
(acres)
Plant
Spacing
(m)
Row/
Lateral
Spacing
(m)
Proposed - - -
Rotation
0.0
Type-I
Type-II
Type-III
0.00
Block-III
0.0
Type-I
Wheat/
Millets
7.8
Type-II
7.8
7.84
J F M A M J J A S O N D
Chakwal 1.8 2.80 3.8 5.9 7.8 8.5 6.7 5.80 5.2 4.1 2.8 1.8
0.80 1.20 1.20 0.50 - 0.40 0.70 1.00 0.90 0.60 0.60 0.90
1.4 3.4 4.6 3.0 0.0 3.4 4.7 5.8 4.7 2.5 1.7 1.6
I) GENERAL INFORMATION
II) CROP INFORMATION
Phone No: 3347373108
CNIC Scheme Area (Acres)
Ghulam Muhammad
Talagang
Province:
Jhatla
Chakwal
7.84
Land Hodling Coordinates N33 01.636 E71 59.504
Select Eto and Kc as design values for which CWR is maximum. (CWR is a product of Eto & Kc)
Kc (field crop)
CWR (field crop)
Jun-July
Total / Design Value
Month
III) EVAPORTRANSPIRATION AND CROP COEFFICIENTS (ETo & Kc)
Sub-Total: II
Orchards
Nov
Block-II
April
Total no of Gyro Net
Sub-Total: III
Block-IV Field Crops
October
PUNJAB IRRIGATED AGRICULTURE PRODUCTIVITY IMPROVEMENT PROJECT
THROUGH HIGH EFFICIENCY (PRESSURIZED) IRRIGATION SYSTEM
Eto (mm/d)
Sub-Total: IV
Harvesting
Date
Block-I
Sowing Date
Age of crop
(years)
Sub-Total: I
Parameters
Row crops
PIPIP PROJECT PROPOSAL
High Efficiency Irrigation System
Town / Village / city:
District
Punjab
Topography (Flat / undulated)
Tehsil:
37203.0
Name of beneficiary:
NAME OF SSC:
TYPE OF SCHEME:
Agroten Traders
For elctricity, type of connection (single / 3-Phase)
For Diesel Engine(Make, HP and condition)
Any other source, if any Tractor Assembly
V) POWER SOURCE
Perennial
Soil Limitation (soil analysis report attached)
Distance of water source from field (m)
N/A
✓
1.2
10 m within Field
pH
EC
Water Quality (Detailed Report Attached)
N/A
Diameter of Well
b) Dug Well
N/A
Depth of Water Table from Ground (m)
c) Tubewell / Bore well
Discharge Capacity (LPS)
10"
Iron
Diameter of Outlet Pipe (Inches)
Storage / Reservoir Capacity (m³) N/A
15
N/A
Recharge Rate
Time / Warabandi
N/A
N/A
a) Cannal
Water Source Well + Others
N/A
Depth of Water in Well (Max.)
Water Availability
✓
N/ASanctioned Discharge (LPS)
Perennial / Non Perennial
6
PUNJAB IRRIGATED AGRICULTURE PRODUCTIVITY IMPROVEMENT PROJECT
THROUGH HIGH EFFICIENCY (PRESSURIZED) IRRIGATION SYSTEM
N/A
Depth of Well
IV) OTHER INFORMATION
Sandy LoamSoil Type
Warabandi (Days)
Volume (m³)
N/A
Sr.no Unit Full Circle Half Circle TOTAL
1 Acres 0.41 0.21
2 Acres 7.01 0.83 7.84
3 mm/day 5.8 5.8
4 % 1.00 1.00
5 m - -
6 m - -
7 dS/m 75 75
8 dS/m 1.15 1.15
9 m 1.2 1.2
10 % 50 50
11 mm/m 130 130
12 Nos. 1 1
13 LPH 28000 28000
14 mm 20 20
15 m 30 30
16 m 35 35
17 Km/hr 5 5
18 % 100 100
19 % 65 65
20 m 42.5 42.5
21 m 31.5 31.5
22 Days 1 1
23 Fraction 0 0
24 mm/d 7.73 7.73
25 m - - -
26 Nos. 17 4 21
27 Nos. 17 4 21
28 LPH 28000 28000 476000
29 mm/hr 16.8 33.5
30 Hrs 0.5 0.2 8.8
1 mm
2 Days
241 6 Total Storage 1449
31 31 Depth (m) 1.52
VI) SPRINKLER DESIGN SHEET
Parameters
Total area covered by each Hydrant
Total area under HEIS
Design reference evapotranspiration, ETo
Design Crop factor at maturity, Kc
Plant spacing
Row spacing
Irrigation system efficiency
Quality of irrigation water
PUNJAB IRRIGATED AGRICULTURE PRODUCTIVITY IMPROVEMENT PROJECT
THROUGH HIGH EFFICIENCY (PRESSURIZED) IRRIGATION SYSTEM
VII) STORAGE CALCULATION/PROPOSED DESIGN
Total lateral line(Submain) length
Storage requirement for
one day (m³)
No. of days
Maximum wind velocity
Sprinkler overlapping along lateral
Sprinkler overlapping between lateral
Total no. of sprinkler
Total Number of sprinkler setting
Lateral spacing
Sprinkler spacing at Lateral
Effective crop root depth
Management allowed deficit
Irrigation cycle (assume one day)
Leaching requirement
Length (m) Width (m)
Total flow rate
Application rate
Operation time each
Maximum depth of irrigation water that can be applied
Maximum irrigation interval
Peak daily consumptive use per day
Water holding capacity of soil
Number of sprinklers operating at a time
Sprinkler flow rate
Nozzle size
Nozzle operating pressure
Wetted radius of sprinkler/nozzle
- - - - -
m - - - -
mm - - - -
Nos. - - - -
LPH - - - -
LPH - - - -
m /100m - - - -
m - - - - -
Unit Section-I Section-II Section-III Section-IV Total
mm - - -
m - - -
LPH - - -
m /100 m - - -
m - - 0.00
m/s - - -
mm 82.6 - - - -
m 250 - - - -
LPH 28000 - - - -
m /100 m 2.33 - - - -
m 5.83 - - - 5.83
m/s 1.45 - - - -
mm - - - - -
m - - - - -
m/100m - - - - -
m - - - - -
mm - - - - -
m - - - - -
m /100 m - - - - -
m - - - - -
m
m
m
m
m
m
m
m
m
m
m
m
m
m
PUNJAB IRRIGATED AGRICULTURE PRODUCTIVITY IMPROVEMENT PROJECT
THROUGH HIGH EFFICIENCY (PRESSURIZED) IRRIGATION SYSTEM
VIII) HEAD LOSS CALCULATION
Particular Unit
Irrigation Blocks
Lateral Length
Lateral (Inside diameter)
No. of emitters
Emitter flow rate
Lateral flow rate
Head loss in lateral
Particular
Sub-Mainline (inside diameter)
Sub-Mainline: length
Sub-Mainline: flow rate
Sub-Mainline: Head Loss
Sub- Mainline: Velocity
Mainline: inside diameter
Mainline: length
Mainline: flow rate
Mainline: Head Loss
Mainline: Velocity
Suction line: Inside diameter
Suction line: length
Suction line: Head Loss
Delivery line: Inside diameter
Delivery line: length
Delivery line: Head Loss
Sprinkler Operating Pressure 30
Elevation difference 0
Total Head loss: Pipe network 6
Fitting
loss
Lateral
1
Mainline
Sub-Mainline
Head unit
Head loss in filter 0
Head loss in fertigation system 0
Head loss in flow meter 3
Field fitting losses 2
Miscellenous head loss 2
Pumping lift 2
Total Dynamic Head 46
IX) PUMP REQUIREMENT
X) PROJECT COST
Area (acers) 7.84
Rate/ft Qty (ft)
215 100
Rate/ft Qty (ft)
610 100
Capacity (LPS)
20.00
467.8 Pump Efficiency (%)Head (m)
983,439
Required Horse Power (Estimated)
Farmer's share:
125,439
40
590,064
393,376
PUNJAB IRRIGATED AGRICULTURE PRODUCTIVITY IMPROVEMENT PROJECT
THROUGH HIGH EFFICIENCY (PRESSURIZED) IRRIGATION SYSTEM
75,263
50,175
Per Acre Cost (Rs.)Particulars Total Cost (Rs.)
Project cost:
Government share:
60
Tractor Assembly %
S NO.
Pump (Make) Hydromech
HP 15
1
Pump + Motor Price
(Rs.)
338,800
3
Gate Valve 3"" Price
(Rs.)
-
4
Non Return Valve 3"
Price (Rs.)
-
5
Water Proof Cable 3
x 10 mm²
21,500
6
Column Pipe GI 4"
(Mini Medium Class)
61000
7 Cover Plate (Rs.) 2600
8 Ms Bend (Rs.) 1500
9
Lowering Clamp (Rs)
3900
Total Price 431,300
10
Pump Coupling(Rs)
2000
Prices of Total Accessories 92,500
Area (Acres) 7.8 District Chakwal
S.N Specification Unit Quantity Unit Rate (Rs.) Total Cost (Rs.)
1. Pumpset and Prime Mover
1 Pump Hydromech / Equivalent 40-200 Nos 1 57,864 57864
2 Local / Equivalent - Nos 1 33,868 33868
Sub Total 91732
2. PVC/PE Pipes
1 U-PVC Pipe 3" Mtr 760 298 226,480
Sub Total 226480
3. Sprinklers/Rain Gun and Accessories
1 Yuzak / Equivalent Jet 55 No. 2 91,455 182910
3
2 inches, Light
Grade L2, GI
No. 21 9,663 202923
Sub Total 385833
4. Valve System and Monitoring Equipment
3 Imported / Equivalent 1" Nos 1 1,176 1176
4 Kitz/Local / Equivalent 2" Nos 1 2,556 2556
4 Local / Equivalent 2" Nos 1 1,403 1,403
6 Elster / Equivalent 2" Nos 1 38,142 38142
7 Imported / Equivalent 2.5", 1-10 Bar Nos 2 1,377 2754
Sub Total 46031
5. Fittings and Accessories
1 2" Nos 1 10,342 10342
2 Lump sum Nos 1 15,854 15854
Sub Total 26196
6. Auto Control System
7. Others
1 Nos 1 6000 6000
2 Nos 1 14000 14000
3 Nos 21 700 14700
4 Mtr 730 65.02 47462
Sub Total 82162
858433
8. Service Charges
1 16500 16500
2 22000 22000
3 35000 35000
2 6% 858433 51506
Sub Total 125,006
983,439
125,439
393,376
Cost (Rs.)
0
393376
393376
PUNJAB IRRIGATED AGRICULTURE PRODUCTIVITY IMPROVEMENT PROJECT
THROUGH HIGH EFFICIENCY (PRESSURIZED) IRRIGATION SYSTEM
BILL OF QUANTITIES
Name of Farmer Ghulam Muhammad
Tractor_Assembly
Item Description Make/Standards
Fittings @ 7% of UPVC pipe ERA / Atlas / Schedule 80
BS EN 10255-2004
Pressure Gauge Glz
Q=28 m3/hr H=46m
Any Make
B-Class BSS-3505/PS-3051
Trenching and Backfilling
Total Material Costs
Civil works+Concret of Hydrents
Signboard
Head Unit Foundation
Survey & Design,
Transportation
Installation
Total Project Cost (Rs.)
Per Acre Cost (Rs.)
Total Farmers Share (40% of Total Project Cost)
Farmers' Share In Kind
Post Installation Services (6% of Total
Material Cost)
1. Pump - - AS ABOVE - -
2. Engine/Motor - - AS ABOVE - -
3. Self Start Accessories with battery - - AS ABOVE - -
Total (1+2)
5. Base Plate - - AS ABOVE - -
6. Any Other (Civil Works, Tractor Assembly etc.) - - AS ABOVE - -
1.Cost of Farmers' Share (In Kind)
2. Farmer's Share (In Cash)
Design By:
Fittings (GI)
Handle Valve
Air release Valve (Plastic)
Non-Return Valve
Rain Gun (20 mm nozzle, 28000 LPH, 35 m
wetted Radius & Operating P @ 3 bar
GI Hydrents(Complete Incl.Brass Gate
Valve)
Water Meter
4. Control Pannel - - AS ABOVE - -
Engr. Mehmood_Ahmad Area Manager: Mr. Date: 11/22/2019
SubMain Ø 3", 66m
SubMain Ø 3", 73m
SubMain Ø 3", 63m
SubMain Ø 3", 69m
SubMain Ø 3", 139m SubMain Ø 3", 131m
SubMain Ø 3", 86m
MainØ3",44m
MainØ3",47m
44
R31.5
41
51
14
90
66
39
47
39
85
126
64
78
18
39
57
8
45
129
93
28
20
Design Layout for Wheat Area 8 Acres
Mainline
Submain
Head Unit
LEGEND
Hydrant
Submain Valve
Lateral
SprinklerWHeat
8
Pakistan
meters04/10/2019
Ghulam Muhammad
Talagang, Chakwal
-----
Engr.
---
Mehmood Ahmad
Agroten Traders
Engr.Engr.

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Designing of sprinkler irrigation system

  • 1. High Efficiency Irrigation System Help Line: 0304-9478398 2020 Design Code: STS-01-CKL Ghulam Muhammad Chakwal TYPICAL LAYOUT OF SPRINKLER IRRIGATION SYSTEM [AGROTEN TRADERS (PVT) LTD] 69/8 GREEN VILLA, MARATEB ALI ROAD, FCC, GULBERG IV, LAHORE PH:042 35777962
  • 2. AGROTEN TRADERS (PVT) LTD (HEIS) TABLE OF CONTENTS  GENERAL INFORMATION / CROP INFORMATION /ETO AND Kc. 3  WATER SUPPLY AND SOURCE. 4  DESIGN SHEET 5  HEAD LOSS CALCULATION. 6  PROJECT PRICE SUMMARY. 7  BILL OF QUANTITIES. 8  TERM AND CONDITIONS OF USAGE. 9  WARRANTY AND CONDITION OF USAGE. 10
  • 3. Flat Crop Area (acres) Plant Spacing (m) Row/ Lateral Spacing (m) Proposed - - - Rotation 0.0 Type-I Type-II Type-III 0.00 Block-III 0.0 Type-I Wheat/ Millets 7.8 Type-II 7.8 7.84 J F M A M J J A S O N D Chakwal 1.8 2.80 3.8 5.9 7.8 8.5 6.7 5.80 5.2 4.1 2.8 1.8 0.80 1.20 1.20 0.50 - 0.40 0.70 1.00 0.90 0.60 0.60 0.90 1.4 3.4 4.6 3.0 0.0 3.4 4.7 5.8 4.7 2.5 1.7 1.6 I) GENERAL INFORMATION II) CROP INFORMATION Phone No: 3347373108 CNIC Scheme Area (Acres) Ghulam Muhammad Talagang Province: Jhatla Chakwal 7.84 Land Hodling Coordinates N33 01.636 E71 59.504 Select Eto and Kc as design values for which CWR is maximum. (CWR is a product of Eto & Kc) Kc (field crop) CWR (field crop) Jun-July Total / Design Value Month III) EVAPORTRANSPIRATION AND CROP COEFFICIENTS (ETo & Kc) Sub-Total: II Orchards Nov Block-II April Total no of Gyro Net Sub-Total: III Block-IV Field Crops October PUNJAB IRRIGATED AGRICULTURE PRODUCTIVITY IMPROVEMENT PROJECT THROUGH HIGH EFFICIENCY (PRESSURIZED) IRRIGATION SYSTEM Eto (mm/d) Sub-Total: IV Harvesting Date Block-I Sowing Date Age of crop (years) Sub-Total: I Parameters Row crops PIPIP PROJECT PROPOSAL High Efficiency Irrigation System Town / Village / city: District Punjab Topography (Flat / undulated) Tehsil: 37203.0 Name of beneficiary: NAME OF SSC: TYPE OF SCHEME: Agroten Traders
  • 4. For elctricity, type of connection (single / 3-Phase) For Diesel Engine(Make, HP and condition) Any other source, if any Tractor Assembly V) POWER SOURCE Perennial Soil Limitation (soil analysis report attached) Distance of water source from field (m) N/A ✓ 1.2 10 m within Field pH EC Water Quality (Detailed Report Attached) N/A Diameter of Well b) Dug Well N/A Depth of Water Table from Ground (m) c) Tubewell / Bore well Discharge Capacity (LPS) 10" Iron Diameter of Outlet Pipe (Inches) Storage / Reservoir Capacity (m³) N/A 15 N/A Recharge Rate Time / Warabandi N/A N/A a) Cannal Water Source Well + Others N/A Depth of Water in Well (Max.) Water Availability ✓ N/ASanctioned Discharge (LPS) Perennial / Non Perennial 6 PUNJAB IRRIGATED AGRICULTURE PRODUCTIVITY IMPROVEMENT PROJECT THROUGH HIGH EFFICIENCY (PRESSURIZED) IRRIGATION SYSTEM N/A Depth of Well IV) OTHER INFORMATION Sandy LoamSoil Type Warabandi (Days) Volume (m³) N/A
  • 5. Sr.no Unit Full Circle Half Circle TOTAL 1 Acres 0.41 0.21 2 Acres 7.01 0.83 7.84 3 mm/day 5.8 5.8 4 % 1.00 1.00 5 m - - 6 m - - 7 dS/m 75 75 8 dS/m 1.15 1.15 9 m 1.2 1.2 10 % 50 50 11 mm/m 130 130 12 Nos. 1 1 13 LPH 28000 28000 14 mm 20 20 15 m 30 30 16 m 35 35 17 Km/hr 5 5 18 % 100 100 19 % 65 65 20 m 42.5 42.5 21 m 31.5 31.5 22 Days 1 1 23 Fraction 0 0 24 mm/d 7.73 7.73 25 m - - - 26 Nos. 17 4 21 27 Nos. 17 4 21 28 LPH 28000 28000 476000 29 mm/hr 16.8 33.5 30 Hrs 0.5 0.2 8.8 1 mm 2 Days 241 6 Total Storage 1449 31 31 Depth (m) 1.52 VI) SPRINKLER DESIGN SHEET Parameters Total area covered by each Hydrant Total area under HEIS Design reference evapotranspiration, ETo Design Crop factor at maturity, Kc Plant spacing Row spacing Irrigation system efficiency Quality of irrigation water PUNJAB IRRIGATED AGRICULTURE PRODUCTIVITY IMPROVEMENT PROJECT THROUGH HIGH EFFICIENCY (PRESSURIZED) IRRIGATION SYSTEM VII) STORAGE CALCULATION/PROPOSED DESIGN Total lateral line(Submain) length Storage requirement for one day (m³) No. of days Maximum wind velocity Sprinkler overlapping along lateral Sprinkler overlapping between lateral Total no. of sprinkler Total Number of sprinkler setting Lateral spacing Sprinkler spacing at Lateral Effective crop root depth Management allowed deficit Irrigation cycle (assume one day) Leaching requirement Length (m) Width (m) Total flow rate Application rate Operation time each Maximum depth of irrigation water that can be applied Maximum irrigation interval Peak daily consumptive use per day Water holding capacity of soil Number of sprinklers operating at a time Sprinkler flow rate Nozzle size Nozzle operating pressure Wetted radius of sprinkler/nozzle
  • 6. - - - - - m - - - - mm - - - - Nos. - - - - LPH - - - - LPH - - - - m /100m - - - - m - - - - - Unit Section-I Section-II Section-III Section-IV Total mm - - - m - - - LPH - - - m /100 m - - - m - - 0.00 m/s - - - mm 82.6 - - - - m 250 - - - - LPH 28000 - - - - m /100 m 2.33 - - - - m 5.83 - - - 5.83 m/s 1.45 - - - - mm - - - - - m - - - - - m/100m - - - - - m - - - - - mm - - - - - m - - - - - m /100 m - - - - - m - - - - - m m m m m m m m m m m m m m PUNJAB IRRIGATED AGRICULTURE PRODUCTIVITY IMPROVEMENT PROJECT THROUGH HIGH EFFICIENCY (PRESSURIZED) IRRIGATION SYSTEM VIII) HEAD LOSS CALCULATION Particular Unit Irrigation Blocks Lateral Length Lateral (Inside diameter) No. of emitters Emitter flow rate Lateral flow rate Head loss in lateral Particular Sub-Mainline (inside diameter) Sub-Mainline: length Sub-Mainline: flow rate Sub-Mainline: Head Loss Sub- Mainline: Velocity Mainline: inside diameter Mainline: length Mainline: flow rate Mainline: Head Loss Mainline: Velocity Suction line: Inside diameter Suction line: length Suction line: Head Loss Delivery line: Inside diameter Delivery line: length Delivery line: Head Loss Sprinkler Operating Pressure 30 Elevation difference 0 Total Head loss: Pipe network 6 Fitting loss Lateral 1 Mainline Sub-Mainline Head unit Head loss in filter 0 Head loss in fertigation system 0 Head loss in flow meter 3 Field fitting losses 2 Miscellenous head loss 2 Pumping lift 2 Total Dynamic Head 46
  • 7. IX) PUMP REQUIREMENT X) PROJECT COST Area (acers) 7.84 Rate/ft Qty (ft) 215 100 Rate/ft Qty (ft) 610 100 Capacity (LPS) 20.00 467.8 Pump Efficiency (%)Head (m) 983,439 Required Horse Power (Estimated) Farmer's share: 125,439 40 590,064 393,376 PUNJAB IRRIGATED AGRICULTURE PRODUCTIVITY IMPROVEMENT PROJECT THROUGH HIGH EFFICIENCY (PRESSURIZED) IRRIGATION SYSTEM 75,263 50,175 Per Acre Cost (Rs.)Particulars Total Cost (Rs.) Project cost: Government share: 60 Tractor Assembly % S NO. Pump (Make) Hydromech HP 15 1 Pump + Motor Price (Rs.) 338,800 3 Gate Valve 3"" Price (Rs.) - 4 Non Return Valve 3" Price (Rs.) - 5 Water Proof Cable 3 x 10 mm² 21,500 6 Column Pipe GI 4" (Mini Medium Class) 61000 7 Cover Plate (Rs.) 2600 8 Ms Bend (Rs.) 1500 9 Lowering Clamp (Rs) 3900 Total Price 431,300 10 Pump Coupling(Rs) 2000 Prices of Total Accessories 92,500
  • 8. Area (Acres) 7.8 District Chakwal S.N Specification Unit Quantity Unit Rate (Rs.) Total Cost (Rs.) 1. Pumpset and Prime Mover 1 Pump Hydromech / Equivalent 40-200 Nos 1 57,864 57864 2 Local / Equivalent - Nos 1 33,868 33868 Sub Total 91732 2. PVC/PE Pipes 1 U-PVC Pipe 3" Mtr 760 298 226,480 Sub Total 226480 3. Sprinklers/Rain Gun and Accessories 1 Yuzak / Equivalent Jet 55 No. 2 91,455 182910 3 2 inches, Light Grade L2, GI No. 21 9,663 202923 Sub Total 385833 4. Valve System and Monitoring Equipment 3 Imported / Equivalent 1" Nos 1 1,176 1176 4 Kitz/Local / Equivalent 2" Nos 1 2,556 2556 4 Local / Equivalent 2" Nos 1 1,403 1,403 6 Elster / Equivalent 2" Nos 1 38,142 38142 7 Imported / Equivalent 2.5", 1-10 Bar Nos 2 1,377 2754 Sub Total 46031 5. Fittings and Accessories 1 2" Nos 1 10,342 10342 2 Lump sum Nos 1 15,854 15854 Sub Total 26196 6. Auto Control System 7. Others 1 Nos 1 6000 6000 2 Nos 1 14000 14000 3 Nos 21 700 14700 4 Mtr 730 65.02 47462 Sub Total 82162 858433 8. Service Charges 1 16500 16500 2 22000 22000 3 35000 35000 2 6% 858433 51506 Sub Total 125,006 983,439 125,439 393,376 Cost (Rs.) 0 393376 393376 PUNJAB IRRIGATED AGRICULTURE PRODUCTIVITY IMPROVEMENT PROJECT THROUGH HIGH EFFICIENCY (PRESSURIZED) IRRIGATION SYSTEM BILL OF QUANTITIES Name of Farmer Ghulam Muhammad Tractor_Assembly Item Description Make/Standards Fittings @ 7% of UPVC pipe ERA / Atlas / Schedule 80 BS EN 10255-2004 Pressure Gauge Glz Q=28 m3/hr H=46m Any Make B-Class BSS-3505/PS-3051 Trenching and Backfilling Total Material Costs Civil works+Concret of Hydrents Signboard Head Unit Foundation Survey & Design, Transportation Installation Total Project Cost (Rs.) Per Acre Cost (Rs.) Total Farmers Share (40% of Total Project Cost) Farmers' Share In Kind Post Installation Services (6% of Total Material Cost) 1. Pump - - AS ABOVE - - 2. Engine/Motor - - AS ABOVE - - 3. Self Start Accessories with battery - - AS ABOVE - - Total (1+2) 5. Base Plate - - AS ABOVE - - 6. Any Other (Civil Works, Tractor Assembly etc.) - - AS ABOVE - - 1.Cost of Farmers' Share (In Kind) 2. Farmer's Share (In Cash) Design By: Fittings (GI) Handle Valve Air release Valve (Plastic) Non-Return Valve Rain Gun (20 mm nozzle, 28000 LPH, 35 m wetted Radius & Operating P @ 3 bar GI Hydrents(Complete Incl.Brass Gate Valve) Water Meter 4. Control Pannel - - AS ABOVE - - Engr. Mehmood_Ahmad Area Manager: Mr. Date: 11/22/2019
  • 9. SubMain Ø 3", 66m SubMain Ø 3", 73m SubMain Ø 3", 63m SubMain Ø 3", 69m SubMain Ø 3", 139m SubMain Ø 3", 131m SubMain Ø 3", 86m MainØ3",44m MainØ3",47m 44 R31.5 41 51 14 90 66 39 47 39 85 126 64 78 18 39 57 8 45 129 93 28 20 Design Layout for Wheat Area 8 Acres Mainline Submain Head Unit LEGEND Hydrant Submain Valve Lateral SprinklerWHeat 8 Pakistan meters04/10/2019 Ghulam Muhammad Talagang, Chakwal ----- Engr. --- Mehmood Ahmad Agroten Traders Engr.Engr.