RE.BOQ of Chilli II

Scheme VDC

Chilli Khola II MHP Kolki VDC, Lamjung

Materal and Labour RatesS.N. 1 2 3 4 5 6 7 8 9 10 Descriptions Unskilled Labour Skilled Labour (Mason) cement Sand Stone Mud Gravel Local wood sukath Reinforcement CGI sheet 26 Gauage Unit md md mt m3 m3 mt m3 m3 kg Sqm Rate 150.00 200.00 15000.00 500.00 250.00 200.00 275.00 15000 70.00 300 Remarks

Rate Analysis for Civil WorksScheme:VDC: Description of work S.No 1 E/W/ in excavation in foundation in OS 10 m lead, 1.5m lift (Analysis for 1 m3) Sub total Rs With 15 % for O/H and profit Total Rate per m3 2 E/W/ in excavation in soft rock, box cutting in trench (Analysis for 1 m3) Sub total Rs Total Rate per m3 3 E/W/ in excavation in hard rock, cheiseling (Analysis for 1 m3) Sub total Rs With 15% for O/H and profit Total 4 Rate per m3 Back fill Sub total Rs With 15% for O/H and profit Total Rate per m3 5.1 Stone masonary (1:4 ) (Analysis for 1 m3)

Chilli Khola II MHPKolki VDC, Lamjung Labour & Material Cost Quantity Rate ( NRs) Amount Rs

Unskilled Labour (md )

1.58

150.00

237.00 237.00 0.00 237.00 237.00


1.90

150.00

285.00 285.00 285.00 285.00


3.95

150.00

592.50 592.50 0.00 592.50 592.50 75.00 75.00 0.00 75.00 75.00


0.50

150.00

Mason (md) Unskilled Labour (md) cement (mt) Sand (m3) Stone (m3)

1.50 4.50 0.15 0.40 1.05

200.00 150.00 15000.00 500.00 250.00

300.00 675.00 2,250.00 200.00 262.50 3,687.50 0.00 3,687.50 3,687.50

Sub total Rs With 15% for O/H Total Rate per m3 5.2 Stone masonary with mud mortar (Analysis for 1 m3)

Mason (md) Unskilled Labour (md) mud (mt) Stone m3

1.00 2.50 0.42 1.10

200.00 150.00 200.00 250.00

200.00 375.00 84.00 275.00 934.00 0.00 934.00 934.00

Sub total Rs With 15% for O/H Total Rate per m3 6.1 Plaster 12 mm thk for 100 m2) (Analysis Mason (md) Unskilled Labour (md) 18.00 17.50 200.00 150.00

3,600.00 2,625.00

6.1

Cement (mt) Sand m Sub total Rs With 15% for O/H Total Rate per m23

0.80 1.20

15000.00 500.00

12,000.00 600.00 18,825.00 0.00 18,825.00 188.25

6.2 P.C.C work ( 1:2:4 ) (Analysis for 1 m3)

Skilled Labour (md) Unskilled Labour (md) Cement (mt) Gravel (m3) 40mm 20mm 10mm Sand (m3)

1.00 3.50 0.30 0.51 0.20 0.10 0.42

200.00 150.00 15000.00 275.00 275.00 275.00 500.00

200.00 525.00 4,500.00 140.25 55.00 27.50 210.00 5,657.75 0.00 5,657.75 5,657.75

Sub total Rs With 15 % for O/H Total Rate per m3 7 P.C.C for RCC ( 1:2:4 ) (Analysis for 1 m3 )

Skilled Labour (md) Unskilled Labour (md) Cement (mt) Gravel (m3) 40mm 20mm 10mm Sand (m3)

0.75 6.50 0.31 0.50 0.20 0.10 0.42

200.00 150.00 15000.00 275.00 275.00 275.00 500.00

150.00 975.00 4,650.00 137.50 55.00 27.50 210.00 6,205.00 0.00 6,205.00 6,205.00

Sub total Rs with 15% for O/H and profit Total Rate per m3 8 Reinforcement cutting bending and fixing Skilled Labour (md) in position ( Analysis for 1 mt ) Unskilled Labour (md) Steel ( mt ) Binding Wire ( kg ) Sub total Rs Add 15% for O/H and profit Total Rate per kg Boulder Pitching / soling Analysis for 1 m3

11.50 11.50 1.00 10.00

200.00 150.00 70000.00 60.00

2,300.00 1,725.00 70,000.00 600.00 74,625.00 0.00 74,625.00 74.63

9

Skilled Labour (md) Unskilled Labour (md) Stone ( m3) Sand ( m3 )

1.00 3.25 1.05 0.70

200.00 150.00 250.00 500.00

200.00 487.50 262.50 350.00 1,300.00 0.00

Sub total Rs Add 15% for O/H and profit

Total Rate per m 10 Dry Stone Wall m33

1,300.00 1,300.00 Analysis for 1 Skilled Labour (md) Unskilled Labour (md) Stone ( m3) 1.00 3.50 1.10 200.00 150.00 250.00 200.00 525.00 275.00 1,000.00 0.00 1,000.00 1,000.00

Sub total Rs Add 15% for O/H and profit Total Rate per m2 11 Gabion works ( mesh wire 10 swg, salvage wire 7 swg and bind wire 11swg ) including netting, positioning, boulder collection and filling all complete. Skilled Labour (md) Analysis for 2 m3 Unskilled Labour (md) GI wire ( kg ) Binding Wire ( kg ) Salvage Wire ( kg ) Sub total Rs Add 15% for O/H and profit Total Rate for m3 12 Door and Window frame of sal wood (Analysis for 1 m3) Unskilled Labour (md)

0.40 9.10 24.00 3.10 1.05

200.00 150.00 75.00 60.00 40.00

80.00 1,365.00 1,800.00 186.00 42.00 3,473.00 0.00 3,473.00 1,736.50 660.00 495.00 1,575.00 915.00 69.16 3,714.16 0.00 3,714.16 1900 1950 4575 305 8730 0 8730 87.3 1,200.00 300.00 3,600.00 500.00 50.00 5,650.00 0.00 5,650.00 565.00

Skilled Labour (md) Unskilled Labour (md) Sukath ( m3) Holdfast ( no ) Screw ( no )

3.30 3.30 1.05 91.50 182.00

200.00 150.00 1500.00 10.00 0.38

Sub total Rs with 15% for O/H and profit Total 13 Rate analysis for cement pointing on boulder for 100 Sq.m. Skilled Labour (md) Unskilled Labour (md) Cement(mt) Sand Sub total Rs Add 15% for O/H and profit Total Rate per m2 14 Door and Windowshutter of sal wood Skilled Labour (md) (Analysis for 10 m2) Unskilled Labour (md) Unskilled Labour (md) Sukath ( sqm) Nails Machine Sub total Rs with 15% for O/H and profit Total Rate per sqm

9.5 13 0.305 0.61

200.00 150.00 15000.00 500.00

6.00 2.00 12.00 LS LS

200.00 150.00 300.00 500.00 50.00

15 26 Gauge CGI Sheet roofing for 10 m2) Unskilled Labour (md)

(Analysis Skilled Labour (md) Unskilled Labour (md) CGI sheet( sqm) Nails 1.10 1.25 12.00 LS 200.00 150.00 300.00 100.00 220.00 187.50 3,600.00 100.00 4,107.50 0.00 4,107.50 410.75

Sub total Rs with 15% for O/H and profit Total Rate per sqm

CHILLI KHOLA II MHP KOLKI, VDC, LAMJUNG Quantities Estimate for Civil Components1.0 Intake & Weir S.N Description of work 1 Earthwork in excavation a. Weir b. Intake c. Protection wall 2 Gabion Works a. protection work 3 Stone masonry in 1:4 c/m i weir ii. Intake Bottom Slab iii. Orifice Wall iv. Side Walls v. Cut off Wall 4 RCC Slab i. Supporting slab 5 Coarse Trashrack(400x900) mm 6 Wooden stoplog 2.0 Gravel Trap 1 Earthwork in excavation a. Gravel Trap 2 100 mm PCC(1:2:4) in floor 3 300 mm stone soling 4 Stone masonry in 1:4 c/m i. Gt wall 5 Plastering in 1:4 c/m 6 MS flushing gate 3.0 Headrace Pipe 1 250mm dia HDPE 2 Back filling 4.0 Forebay cum Settling Basin 1 Earthwork in excavation Forebay Spillway 2 100 mm PCC (1:2:4) a. Forebay b. spillway 3 300 mm stone soling a. Forebay b. spillway 4 Stone masonry in 1:4 c/m i. Inner Inlet wall ii.Inner Sedimentation wall iii. Inner Outet wall iv. Outer inlet wall v. Outer sedimentaion wall vi.Outer outlet wall vii. Divide Wall 5 Plastering in 1:4 c/m 6 RCC Platform (1:2:4) 8 300 mm dia.flushing pipe No 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Length Breadth Height (m) (m) /Dep.(m) Quantity 5.00 3.00 9.59 3.00 6.73 3.00 0.30 5.00 0.30 0.45 4.74 1.7 0.4 1 1 0.5 1.2 1 1.66 0.3 1.6 1.6 1.6 0.1 23.70 2.55 4.60 3.00 11.17 1.53 0.43 2.40 0.43 0.05 m3 Set Set Total Unit Remarks

30.85 m3

3.00 m3c/s area=6.73

1.7 0.9 0.3 0.9 1.1

15.97 m3

1 1 1

4.48 4.48 4.48

2.30 2.30 2.30

1.80 0.10 0.30

18.55 1.03 3.09

18.55 m3 1.03 m3 3.09 m3

1 1 1 1 1

4.78 3.50

0.55 4.10

1.40

3.68 14.35

3.68 m3 14.35 m2 Set 100 m 50 m3

100 100

0.5

1

50

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

11 6 11.00 6 11.00 6 3.50 6.00 2.50 3.50 6.00 2.50 0.30 10.70 1.00

2.4 0.7 2.40 0.7 2.40 0.7 0.30 0.30 0.30 0.35 0.40 0.40 1.00 3.80 0.75

0.8 0.5 0.10 0.1 0.30 0.30 1.00 1.30 1.30 1.00 1.30 1.00 0.50 0.10

21.12 2.1 2.64 0.42 7.92 1.26 1.05 2.34 0.98 1.23 3.12 1.00 0.15 40.66 0.08

23.22 m3

3.06 m3

11.18 m3

9.86 m3 40.66 m2 0.08 m3 Set

S.N Description of work 5.0 Anchor Block& Support pier 1 Earthwork in excavation 2 300 mm stone soling work 3 PCC (1:3:6) with 40 % plums 4 Steel bars 6.0 Powerhouse Building 1 Earthwork in excavation i C/L length of Power house

No 2 2 2 2

Length Breadth Height (m) (m) /Dep.(m) Quantity 1.5 1.5 1.5 1.4 1.4 1.4 LS 0.75 0.3 1 3.15 1.26 4.2 20

Total 3.15 1.26 4.2 40

Unit m3 m3 m3 kg

Remarks

1

24.25

0.60

1.00

14.55

14.55

m3

2 Stone masonry in Mud mortar On foundation long wall partion wall short wall

2 1 2

5.00 4.00 4.90

0.60 0.60 0.60

1.00 1.00 1.00

6.00 2.40 5.88

Superstructure long wall partion wall short wall Deduct openings Doors Windows 1 2 1.00 1.00 0.45 0.45 2.40 1.00 -1.08 -0.90 42.15 2 2 2 5.00 4.00 4.90 0.45 0.45 0.45 3.35 3.35 3.35 15.08 14.77

42.15

m3

3 1:4 cement plastering work a) walls long wall pation wall short wall b)floor Deduct openings Doors Windows

2 2 2 1

4.00 4.00 4.90 5.00

3.35 3.35 3.35 4.00

26.80 26.80 32.83 20.00

1 2

1.00 1.00

2.40 1.00

-2.40 -2.00 102.03

102.03 m2

7 Wood work Door and window framme Door Windows Door and window shutters Door Windows 7 CGI Sheet roofing work 8.0 Tailrace Canal 1 Earthwork in excavation 2 stone soling 3 PCC (1:2:4) 4 Stone masonry in 1:64c/m

2 2

5.80 5.00

0.07 0.07

0.10 0.10

0.08 0.07 0.15 4.50 2.00 6.50 39.32

0.15

m3plan area=2.40m2

2 2 1 1 1 1 2

2.25 1.00 39.32 15.00 15.00 15.00 15.00 1.00 1.00 1.00 0.30 0.65 0.15 0.08 0.40

6.50 39.32

m2 m2

(6.50*5.5)*1.1

9.75 2.25 1.13 3.60

9.75 m3 2.25 m3 1.13 m3 3.60 m3

Scheme VDC


Bill Of QuantitiesA. Civil ComponentsS.No 1 1.1 1.2 1.4 1.6 1.8 1.9 2 Description of work INTAKE AND WEIR Site clearance Earth work in Ordinary Soil Gabion Works 1:4 c/s Stone Masonry work P.C.C for R.C.C 1:2:4 Wooden Stop Log Coarse Trash Rack Sub Total 1 : HEADRACE CANAL/PIPE Site clearance Rennovation of Existing earthen canal 250 mm HDPE Pipe, 2.5 kgf/cm2 Patch Works Back filling Sub Total 2: GRAVEL TRAP Site clearance Excavation Stone soaling PCC in 1:2:4 1:4 c/s Stone Masonary 1:4 c/s plaster of 12 mm thk MS flusing gate Sub Total FOREBAY CUM DESILTING WITH SPILL WAY Site clearance Excavation Stone soaling PCC in 1:2:4 1:4 c/s Stone Masonary 1:4 c/s plaster of 12 mm thk Sub Total Unit LS Cu.m Cu.m. Cu.m. Cu.m. No No. Quantity Local Unit External Local Rate Unit Rate Amount 1.00 3000.00 30.85 237.00 0.00 3.00 785.00 1207.00 15.97 2625.00 2260.00 0.05 0.00 6205.00 1.00 2000.00 1.00 4000.00 Non-local Amount 3000.00 7312.21 2355.00 41910.23 0.00 2000.00 0.00 56577.43 0.00 3621.00 36082.71 307.15 0.00 4000.00 44010.86 Total 3,000.00 7,312.21 5,976.00 77,992.93 307.15 2,000.00 4,000.00 100,588.29

2 2.1 2.2 2.3 2.4 2.5

LS m m LS m3

1.00 350.00 100.00 1.00 50.00

1000.00 300.00 700.00 10000.00 0.00

75.00

1000.00 0.00 0.00 0.00 3750.00 1000.00

0.00 105000.00 70000.00 10000.00 0.00 185000.00

1,000.00 105,000.00 70,000.00 10,000.00 3,750.00 186,000.00

3 3.1 3.2 3.3 3.4 3.5 3.6 3.7

LS Cu.m. Cu.m. Cu.m. Cu.m. Sq. m no

1.00 18.55 3.09 1.03 3.68 14.35 1.00

500.00 237.00 2335.00 1,050.00 2,625.00 43.50

250.00 5,641.00 2,260.00 175.50 7000.00

500.00 4,395.69 7,217.95 1,081.92 9,661.58 624.23 23481.36

772.80 5,812.49 8,318.16 2,518.43 7,000.00 24421.87

500.00 4,395.69 7,990.75 6,894.41 17,979.73 3,142.65 7,000.00 47,903.23

4 4.1 4.2 4.3 4.4 4.5 4.6

LS Cu.m. Cu.m. Cu.m. Cu.m. Sq. m

1.00 23.22 11.18 3.06 9.86 40.66

1500.00 316.00 2,335.00 1,050.00 2,625.00 41.00

250.00 5,745.00 3,030.00 183.60

1,500.00 7,337.52 26,105.30 3,213.00 25,882.50 1,667.06 65,705.38

2,795.00 17,579.70 29,875.80 7,465.18 57,715.68

1,500.00 7,337.52 28,900.30 20,792.70 55,758.30 9,132.24 123,421.06

5 ANCHOR BLOCKS / SUPPORT PIERS 5.1 Excavation 5.2 Stone soling PCC for RCC with 40% plum and nominal 5.3 reinforcement. 5.4 Plum for plum concrete 5.5 Reinforcement Sub Total 5: 6 PENSTOCK 6.1 Site clearance 6.4 Excavation Sub Total 6: 7 7.1 7.2 7.3 7.4 7.5 7.6 7.7 7.8 7.9 8 8.1 8.2 8.3 POWER HOUSE & TAILRACE Site clearance E/W in excavation. Stone masonary in mud mortar 1:4 Cement plaster work M/C foundation doors &windows frame doors &windows shutter Wooden Truss CGI sheet roofing E/W in excavation on tailrace Stone soling on tail race PCC in 1:2:4 1:4 c/s Stone Masonary Sub Total 7: Sub Total A:

Cu.m. Cu.m. Cu.m. Cu.m. kg

3.15 1.26 4.20 0.80 40.00

316.00 2335.00 1830.00

250.00 5745.00 900.00 96.00

995.40 2,942.10 7,686.00 11,623.50

315.00 24,129.00 720.00 3,840.00 29,004.00

995.40 3,257.10 31,815.00 720.00 40,627.50

LS Cu.m.

1 12.5

500.00 316.00

500.00 3,950.00 4,450.00

-

500.00 3,950.00 4,450.00

LS Cu.m. Cu.m. Sq. m LS Cu.m. Sq. m L.S. Sq. m Cu.m. Cu.m. Cu.m. Cu.m.

1 14.55 42.15 102.03 1.00 0.15 6.50 2.00 39.32 9.75 2.25 1.13 3.60

2000.00 316.00 1760.00 43.50 3,714.16 565.00

250.00 175.50 12,000.00

2,000.00 4,597.80 74,181.36 561.58 3,672.50 3,081.00 5,253.75 1,186.50 9,450.00 94534.49 257,372.16

10,537.13 12,000.00 4,000.00 16,150.69 562.50 6,374.33 8,136.00 49,624.65 389,777.04

2,000.00 4,597.80 84,718.49 12,000.00 561.58 3,672.50 4,000.00 16,150.69 3,081.00 5,816.25 7,560.83 17,586.00 144,159.14 647,149.21

2,000.00 410.75 316.00 2335.00 1,050.00 2625.00 250.00 5,641.00 2260.00

Scheme VDC


Bill Of QuantitiesB. Mechanical ComponentsUnits Quantity m 40 Rate 1300 Amount 52000 Remarks S. No Description of Items 1 Penstock Pipe Type:HDPE Diameter: 250mm OD Thickness/Pressure:4kg/cm2 2 Penstock Pipe Type: MS Steel Diameter: 225mm Internal Dia, Thickness:3mm 3 Pipe Clamps & tar paper With Nuts & bolts 4 Butterfly Valve Size: 225mm dia 5 Turbine Type: Cross flow, T12 Gross Head:25 m Design Discharge: 80 lps 6a Turbine Base frame 6 b Generator Base frame 7 Coupling system Type: Havasit Belt drive 8 Trash rack Type: Fine Coarse 9 Flushing Mechanism Type: 300 mm dia Cone flushing 10 Vent Pipe 11 Expansion joint 12 Flange joint Total B:

m

10

1700

17000

Set Set Nos

4 1 1

450 35000 325000

1800 35000 325000

Set Set Set

1 1 1

4500 4500 6500

4500 4500 6500

Set Set Set Set Set Set

1 1 1 1 1 2

3500 2600 5600 3000 15000 7000

3500 2600 5600 3000 15000 14000 505000

Scheme VDC


Bill Of QuantitiesC. Powerhouse Electrical ComponentS. No Description of Items 1 AC Generator Type: 20KVA,Synchronous brushless, 400v, 50Hz Phase: 3 2 Governing Mechanism (ELC) with ballast heater with tank & control panel, switch gears & Over voltage and under voltage trip mechanism with 12 kW ballast load 3 Power cable,10 mm2 4 core Aromred Copper cable Power cable 16 mm2 4 core Aromred Aluminium cable 4 Power House Wiring Transmission & Distribution Line 6 ACSR Conductors a. Squirrel b. Weasel 7 Insulators a. Medium Shackle type with D-clamp, nut, bolts & washers complete with 5 % spares b. Small Shackle type with D-clamp, nut, bolts & washers complete with 5 % spares 8 Poles ( Wooden Poles) Length: 7m 9 Stay set including guy wire, turn buckle, Rod & plate complete 10 Earthing Set (Including Salt, Coal & lime) Material: Copper or GI Type: Plate Size: 600x300x3mm plate & 8mm dia. copper wire in case of cu plate earthing 11 Lightning arrestor 0.5 kVwith mounting accessories 12 Service cable [4mm2] 13 0.5 Amp MCB for household connection 14 MCCB (3 phase, 30 amp) Total C: Units Quantity Nos. 1 Rate 140000 Amount 140000 Remarks

Set

1

114000

114000

m m LS

15 27 1

725 275 5000

10875 7425 5000

m m Nos.

3100.0 5700.0 194

19 25 130

58900 142500 25220

Nos. Nos. Set Set

32 56 16 7

120 700 1100 2975

3840 39200 17600 20825

Sets m Nos. no

15 3120 104 1

1000 18 325 8000

15000 56160 33800 8000 698345

Scheme VDC

Chilli Khola II Kolki, Lamjung

Cost SummaryS.N 1 2 3 4 5 6 7 Description of Items Cost of Civil Component Cost of Mechanical Component Cost of Electrical Component Spare Parts & Tools Transportation Cost Installation Commissioning Charge Sub Total VAT @ 13% on non local cost Total Project cost Contingencies (5%) Grand Total of the Project Cost Per Kw project cost Local Cost Non-Local Cost 257,372.16 389,777.04 505000.00 698345.00 20000.00 90400 55000.00 35000.00 347,772.16 1,703,122.04 Amount 647,149.21 505,000.00 698,345.00 20,000.00 90,400.00 55,000.00 35,000.00 2,050,894.21 221,405.87 2,272,300.07 113615.00 2,385,915.08 238,591.51 Remarks

Scheme VDC


Bill Of QuantitiesD. Installation and Supervision chargeS.No. Description of Items 1 Electro-Mechanical installation & supervision Charge 2 Transmission/ Distribution line erection & supervision charge Total D: Units LS LS Quantity 1 1 Rate 30000 25000 Amount 30000 25000 55000.00

E. Transportation Cost for EM EquipmentS.No. 1 2 3 Description of Items Truck charge Transportation of easy loads Transportation of difficult loads Total E: Units Trip Kg Kg Quantity 2 12000 800 Rate 10000 5 13 Amount 20000 60000 10400 90400

F. Spare Parts & ToolsS.No Description of Items 1 Spare parts and tools Slide wrench 10 inch, a set of spanner of all size of nuts & bolts on turbine, generator, penstocks & other equipment, screw driver, turbine bearings 1 set etc. Total F: Units LS Quantity 1 Rate 20000 Amount 20000.00

20000.00

G. Testing and Commissioning1 2 Mechnical Parts Electrical Parts Total G: LS LS 1 1 20000 15000 20000 15000 35000.00

Chilli Khola II Micro Hydro Project, Lamjung Income & Expenditure detail Income :1. Domestic Lightning: S. Power N Consumption Watt Monthly Annual Remarks Income Income NRs./watt/Mont NRs. NRs. h 1 104X95=9880 1.5 14820 177840 Grand Total 1,77,840 2 Probable/Committed Business Load S. End Use Average Operating Annual Average Annual Rate Annual N operating Hrs/ Days/ year operating Milling Milling ( NRS Income Day hours Capacity Volume ( Pathi) ( Pathi/ Pathi) hr) 1 Huller 6 300 1,800 60 108,000 1.5 162,000 Total Annual Income from Milling 162,000 Tariff

Hence, Total Annual income from domestic lightening and business load is Rs.3,39,840

Expenditure:S. Post N. Office 1 Expenses 2 Manager 3 Operator 1 4 Operator 2 Operation& 4 Maintenance 5 Miscellaneou Grand Total Salary/Month Annual Remarks cost NRs. LS 10,000.00 1500 3000 3000 18,000.00 Part time 36,000.00 36,000.00 70,000.00 10,000.00 180,000.00

LS

Chilli Khola II Micro Hydro Project, Lamjung

Source of FinanceS.N

1325000 312000 Equity: 347772 2 VDC Investment 200000 Bank Loan Project 201,143 3 Total 2,385,915 4 Cost:1

Total Subsidy:

NRs. 10*125000+15*10*500Cash ( @ 3000/HH) Kind

Finanacial Analysis

Annex VII: Financial AnalysisTotal Cost, Rs. Subsidy, Rs. Total Cost - Subsidy, Rs. Annual Income, Rs. Annual Expenditures, Rs. Bank Loan 2,385,915 1,325,000 1,060,915 339,840 180,000 201,143 Cumulative Cash flow, C=Cy+Cy1 NPV, N=Cy/Dy @K% -1060915 54611 81766 105671 126608 119442 112681 106303 100286 94609 89254 84202 79436 74939 70697 66696 306285Page - 15 of 17

Discount rate, K =

6%

Net Cash Flow, Cy=Iy-Oy

% of Annual ICF,I%

Annual OCF, Oa

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

0 339840 339840 339840 339840 339840 339840 339840 339840 339840 339840 339840 339840 339840 339840 339840 Total: NPV Rs. IRR %

0 70 80 90 100 100 100 100 100 100 100 100 100 100 100 100

0 237888 271872 305856 339840 339840 339840 339840 339840 339840 339840 339840 339840 339840 339840 339840 4893696 306,285 10% 7.91 1.55

1060915 180000 180000 180000 180000 180000 180000 180000 180000 180000 180000 180000 180000 180000 180000 180000 3760915

100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1600

1060915 180000 180000 180000 180000 180000 180000 180000 180000 180000 180000 180000 180000 180000 180000 180000 3760915

-1060915 57888 91872 125856 159840 159840 159840 159840 159840 159840 159840 159840 159840 159840 159840 159840 1132781

-1060915 -1003027 -911155 -785299 -625459 -465619 -305779 -145939 13901 173741 333581 493421 653261 813101 972941 1132781 -716465

Payback Period Yrs. Benefit /Cost Ratio

NPV Divisor, Dy=(1+K)y 1.00 1.06 1.12 1.19 1.26 1.34 1.42 1.50 1.59 1.69 1.79 1.90 2.01 2.13 2.26 2.40 26

% of Annual OCF,O%

Actual OCF, Oy=Oa*O%

Annual ICF, Ia=St

Actual ICF, Iy=Ia*I%

Year

B/C Ratio

Benefit Cost Ratio Calculation@ Given discount rate Year 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Annual Annual Income Expenditure 237888 241431 271872 241431 305856 241431 339840 241431 339840 241431 339840 180000 339840 180000 339840 180000 339840 180000 339840 180000 339840 180000 339840 180000 339840 180000 339840 180000 339840 180000 Total B/C Ratio = Discounted Income 224422.64 241965.11 256802.60 269185.11 253948.22 239573.79 226013.01 213219.82 201150.77 189764.88 179023.47 168890.07 159330.25 150311.56 141803.36 3115404.66 1.55 6% Discounted Expenditure 227765.03 214872.67 202710.07 191235.91 180411.24 126892.90 119710.28 112934.23 106541.72 100511.06 94821.75 89454.49 84391.02 79614.17 75107.71 2006974.25 Remarks

Page - 16 of 17

Annuity Payment

Annuity Payment ScheduleYears 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Principal Remaining 201,143 171,895 137,967 98,611 52,958 Annuity Payment 61,431 61,431 61,431 61,431 61,431 Principal 29,248 33,928 39,356 45,653 52,958 Interest of Payments 32,183 27,503 22,075 15,778 8,473 Remarks

Interest Rate for Bank Loan Maturity Periods, Years Annuity Payment Depreciation Total Annual Cost Net Annual Profit Dividend on DDC, VDC Invest.

16.0% 5 61431 0 241431 98409 0

Years Subsidy deducted

15% of Net Income

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RE.BOQ of Chilli II