revised dpr volume-3 cost estimate and economic evaluation

SJVN LIMITED (A JOINT VENTURE OF GOVT. OF INDIA & GOVT. OF H.P.)

LUHRI HYDRO ELECTRIC PROJECT (588 MW)

REVISED DETAILED PROJECT REPORT

VOLUME 3

COST ESTIMATE AND

ECONOMIC EVALUATION

SHIMLA FBRUARY-2013

SJVN Limited Himfed Building New Shimla Shimla 171009 India

Luhri Hydroelectric Project

Revised Detailed Project Report

Volume 3Cost Estimate

and Economic Evaluation

February 2013

Luhri Hydroelectric ProjectRevised Detail Project Report SJVN Limited

______________________________________________________________________________________________________

_____________________________________________________________________________________________________Volume-3 Cost Estimate and Economic Evaluation

LUHRI HYDRO-ELECTRIC PROJECT

REVISEDDETAILED PROJECT REPORT

VOLUME-3

COST ESTMATE

and

ECONOMIC EVALUATION

(January 2013 Price Level)

Luhri Hydroelectric Project Revised Detail Project Report SJVN Limited

______________________________________________________________________________________________________

_____________________________________________________________________________________________________ Volume-3 Cost Estimate and Economic Evaluation

List of Contents S.No. Description

1.0 Summary of Project Cost

2.0 Cost Estimate for Civil Works

3.0 Analysis of Basic items and wages

4.0 Analysis for Hourly Use Rate of Machinery

5.0 Analysis of Principle items

6.0 Cost Estimate for Electro-Mechanical Works

7.0 Economic Evaluation


______________________________________________________________________________________________________


1. Summary of Project Cost


______________________________________________________________________________________________________


S.No Description Amount1 Total Civil Cost 4939.472 Total Electro-Mechanical Cost 1047.84

Sub-Total 5987.31

3 Interest During Construction (IDC) 1144.714 Financial Charges (FC) 5.00

Sub-Total 1149.71

5 Total Project Cost 7137.02

Summary of Project CostLuhri Hydroelectric Project Revised Detail Project Report SJVN Limited

______________________________________________________________________________________________________


2. Cost Estimatefor Civil Works


______________________________________________________________________________________________________


Amount Total Amount

Rs. in Lacs Rs. in LacsDIRECT CHARGES

I - Works1.0 A - Prelimanary1.1 A1 - Preliminary 7020.311.2 A2 - Consultancy Fee 300.00

Total of A - Preliminary 7320.312.0 B - Land2.1 B1 - Land 37685.39

Total of B - Land 37685.393.0 C - Works3.1 River Diversion and Sediment Flushing Tunnel 30228.543.2 Coffer dams including Diversion channel 525.413.3 Concrete Dam including Spillway 31829.073.4 Intake Structure 8841.793.5 Hydro-Mechanical Equipment 8191.26

Total of C - Works 79616.074.0 J - Power Plant (Civil Works)4.1 Head Race Tunnel and Construction Adits 220216.634.2 Headrace Surge Shaft including adit 11590.104.3 Penstock Valve Chamber 595.914.4 Penstocks 5185.264.5 Spherical Valve house 595.914.6 Machine Hall 5909.794.7 Transformer Hall 1347.714.8 Tailrace Tunnel,TRT Manifold and outfall 3128.924.9 Tailrace Surge Gallery 2473.784.1 Main access tunnel, Cable tunnel, Adit to Valve house and other access adits 6200.474.1 Hydro-Mechanical Equipment 1523.16

Total of J - Works 258767.635.0 K - Buildings 20510.286.0 M - Plantation 253.507.0 O - Miscellaneous 7.1 O1- Miscellaneous @ 1.5% of I-Works limited to 40 Crores 4000.007.2 O2- Miscellaneous 7077.008.0 P - Maintainance 5024.669.0 Q - Spl. T & P (vehicles & Tools) 200.00

10.0 R - Communications 24275.81

11.0 X - Environment & Ecology 22392.46

12.0 Y - Losses on stock @ 0.25% of C-Works and J-Power Plant Civil works and K-Buildings only 897.23

ABSTRACT OF COSTSLHEP-CIVIL WORKS

S.No. Description


______________________________________________________________________________________________________


Total of I - Works 468020.3513.0 II - Establishment @

13.1 Basic Establishment Cost for Civil (BEC-C)=135 crs+2% of (I - Works less B-Land) exceeding 3000 crs 16106.70

13.2For scattered work@1% of BEC-C per km of HRT length more than 5 Km+10% of BEC-C per year for the period more than 6 years of gestation period 8536.55

13.3 Total Establishment Cost 24643.2514.0 III - Tools and Plants 200.0015.0 V - Receipts and Recoveries -86.43

Total of Direct Charges 492777.17

INDIRECT CHARGES16.0 Audit and Accounts @ 0.25% of I - Works subject to minimum of Rs. 5 Crs 1170.05

Total of Direct and Indirect Charges 493947.22Say (in Crores) 4939.47


______________________________________________________________________________________________________


S.No.12i)a)b)c)ii)iii)iv)v)vi)vii)3456

AmountRs. in Lacs

1 Consultants fee (including charges for preliminary design work and advice) 300.000

A - PRELIMINARY(1.5 % of I works)

DescriptionPreparation of Pre-feasibility Report

Visits to project sites by helicopter for investigation purposes.

Pre-construction and construction stage investigations.

Environmental and ecological studies.Hydraulics and hydrologic model studies and equipments.

Hydro-Meteorological data including establishing self recording discharge gauges, climatological laboratory Geological and geo-physical explorations, geo-technical and geo-physical testing and seismological studies

Survey by Survey of India (SOI): Accurate topographic maps of triangulation stations and GTS bench marks Detailed Surveys: Detailed surveys of final locations including survey of colony sites and layout of area.

Construction material testing and establishing soil and rock testing laboratory.

Topographical Surveys

Training of Engineers during investigations and preparation of DPR.

Department surveys: Preliminary Surveys comprising longitudinal section of river, contour plan of area i.e.

A2 - Consultancy Fee

S.No. Description

Inspection vehicles and special tools and plants required for investigation works.Surveying, drawing, mathematical and camping equipments.

Construction of access paths, retaining structures and temporary store shed to facilitate investigations.


______________________________________________________________________________________________________


B1-Land

1a) Forest Land cost 271.15 7.56 2049.894i) Compensation for trees on forest land 124b) Private Land compensation 109 120 13080i Compensation for trees on private land 635ii Compensation for standing crops on private land 100iii Compensation for acquisition of 150 houses 400iv Cost of Establishment for land acquisition and Rehabilitation @ 6.25% 1766v Solatium Charges @ 30% of Cost of Private Land, trees and houses 4235vi Interest charges on amount of award for the period between taking over possession of land and date of award @ 12% per annum

total compensation for 1 years (land compensation + trees comp. + houses comp. + Solatium)2202

vii Legal charges @ 1% of total compensation (land compensation + trees comp. + houses comp. + Solatium) 184viii Labour and material required for measurement and demarcation of land/properties @ 1% of cost of land Acquisition (land

compensation + trees comp. + houses comp. + Solatium)184

c) Compensatory afforestation as per estimate of Forest Department for diversion of forest land 550d) Providing fencing etc. to the acquired private land 300

Sub total of 1 258102

2.a R&R Package i Cost of land for resettlement colony. Each 37 houseless PAFs to be provided house plot of 250 sqm @ 120 Lac per ha. 111ii Financial assistance to 37 houseless PAFs @ Rs. 4000 per sqm for construction of house of plinth area upto 100 sqm 148iii Site development of resettlement colony which includes path, electrification, water supply etc. 95iv Shop construction grant to 15 displaced shopkeeper @ Rs. 4000 per sqm for construction of shop of plinth area upto 50 sqm. 30

v Rehabilitation grant to 64 landless PAFs @ Rs. 2.0 lakh per PAF. 128vi Rehabilitation grant to other 404 PAFs like marginal farmers, small farmers etc. @ Rs. 1.0 lakh per PAF. 404vii Subsistence allowance to 464 PAFs @ Rs. 30,000 for one year. 139viii Life long Economic rehabilitation grant (ERG) to 134 displaced vulnerable group families @ Rs 10,000 per year. (initially

calculated for 7 years) 95

ix Grant for cattle shed to 37 displaced PAFs @ Rs. 20,000/- 8x Shifting/Transportations grant to 150 PAFs 30xi Transition allowance to 37 houseless PAFs @ Rs. 2500 pm 17xii Grant to 200 PAFs for income generation scheme @ Rs. 3000 per family. 60xiii Grant for merit scholarship scheme to 40 students @ average Rs. 14400 per year (initially calculated for 07 years) 40xiv Marriage grant to 200 families @ Rs. 20000 (initially estimated for the period of project construction) 40xv Grant for child girl to 200 PAFs @ Rs. 10000 (initially estimated for the period of project construction) 20b) Infrastructural development works in project affected area villages under LADC 9000c) Community development works 0i) Protection of cultural heritage and old monuments 100ii) Support services for agricultural, horticultural activities etc. 50iii) Free power supply 750iv) Indemnification Budget 500d) Expenditure on monitoring committee 10e) Misc. Social /R&R Studies 100

Sub total of 2 11875Grand total of 1 & 2 37685.387

Cost for Implementation of R&R Plan

DescriptionS. No.

B-Land

Quantity (ha)

Rate (Lacs/ha)

Amount Lakhs

Land requirement:


______________________________________________________________________________________________________


Rate AmountRs. Rs. in Lacs

1 Surface excavationa) In soil 5000 m3 189 9.450b) In rock 120000 m3 404 484.800

2 Underground excavation 630065 m3 1292 8140.440

3 Untensioned and grouted rock bolts/anchors (25mm dia) including drilling 118548 m 623 738.554

4 Drilling 38mm dia holes for grouting (contact and consolidation) 9025 m 508 45.847

5 Grouting (contact and consolidation) 523 t 15700 82.111

6 Shotcrete including cost of cement 7800 m3 8167 637.026

7 Mesh reinforced in shotcrete 50000 sqm. 366 183.000

8 Shotcreting with steel fibers 1000 m3 13207 132.070

9 Steel rib supports 348 t 98193 341.712

10 Drainage holes 75mm dia 2400 m 816 19.584

11 Concrete including cost of cementa) Portals, inlet and outlet structures 44000 m3 5740 2525.600b) Tunnel lining (M30) 136000 m3 7244 9851.840c) Plug 2348 m3 4283 100.565

12 Steel reinforcement (Fe-415) 6100 t 72787 4440.007Sub-total 27732.605

13 Instrumentation 1 % 277.326

14 Dewatering 1 % 277.326

15 Unforeseen items 2 % 554.652

16 Contingencies and work charged staff 5 % 1386.630

TOTAL 30228.540

RIVER DIVERSION AND SEDIMENT FLUSHING TUNNEL

C - WORKS

S.No. Description Quantity Unit


______________________________________________________________________________________________________


Rate Amount

Rs. Rs. in Lacs

1 Surface excavationa) In gravel and boulders 56700 m3 189 107.163

2 Embankmenta) Rockfill 106138 m3 272 288.695b) Soil Bentonite Cement Core 1125 m3 3272 36.810c) Bentonite Slurry Cut off 978 m3 5047 49.360

482.0283 Instrumentation 1 % 4.820




TOTAL 525.411

Sub-Total

C - WORKS

COFFER DAMS INCLUDING DIVERSION CHANNEL



______________________________________________________________________________________________________



1 Surface excavationa) In gravel and boulders 325682 m3 189 615.539b) In rock 182243 m3 404 736.262c) In foundation faults and seams 3300 m3 443 14.619

2 Concretea) M10 40000 m3 4138 1655.200b) M12.5 293900 m3 4314 12678.846c) M20 33000 m3 5740 1894.200d) M25 50000 m3 6645 3322.500e) M60 1000 m3 7539 75.390

3 Steel reinforcement, Grade Fe-415 7500 t 72787 5459.025

4 Steel liners in the sluices 2800 t 98193 2749.404

Total 29200.98





TOTAL 31829.073

C - WORKS

CONCRETE DAM INCLUDING SPILLWAY



______________________________________________________________________________________________________


Rate Amount

Rs. Rs. in Lacs



3 Untensioned and grouted rock bolts/anchors (25 mm. Dia) including drilling 10000 m 623 62.300


5 Mesh reinforcement in shotcrete 634 sqm 366 2.320

6 Concrete reinforcementa) Grade Fe-415 7000 t 72787 5095.090

7 Concrete in surface worksa) M10 40000 m3 4138b) M20 40000 m3 5740 2296.000c) M25 1000 m3 6645 66.450

Total 8111.73




11Contingencies and work charged staff @ 5% except on L.S. items 5 % 405.587

TOTAL 8841.786

C - Works

INTAKE STRUCTURE



______________________________________________________________________________________________________


Sr. No. Description Unit SET/NO. WEIGHT IN T per unit/set

TOTAL Qty/Capac

ity in T

Rate/ton Total cost (Rs. In Lacs)

'C' Works

1.00 INLET DIVERSION TUNNELa) Gates (Fixed wheel type) etc. MT 2.00 60.00 120.00 225000.00 270.00b) Embedded Parts etc. MT 2.00 30.00 60.00 235000.00 141.00c) Rope Drum hoist etc.(92 T capacity) MT 2.00 92.00 184.00 150000.00 276.00

2.00 OUTLET DIVERSION TUNNELa) Radial Gates Parts etc. MT 2.00 110.00 220.00 220000.00 484.00b) Embedded Parts etc. MT 2.00 12.00 24.00 235000.00 56.40c) Hydraulic Hoists etc. (280 T Capacity) MT 2.00 280.00 560.00 84000.00 470.40

3.00 DAM COMPLEXa) Sluice Radial Gates Parts etc, MT 7.00 80.00 560.00 220000.00 1232.00b) Embedded Parts etc. MT 7.00 10.00 70.00 235000.00 164.50c) Hydraulic Hoists etc. (250 T Capacity) MT 7.00 250.00 1750.00 84000.00 1470.00d) Stoplogs etc. MT 2.00 112.00 224.00 225000.00 504.00e) Embedded Parts etc. MT 7.00 34.00 238.00 235000.00 559.30f) Gantry Crane (40 T Capacity) MT 1.00 40.00 40.00 190000.00 76.00g) Lifting Beam etc. MT 1.00 5.00 5.00 260000.00 13.00h) Auxiliary Spillway Tilt gate MT 1.00 9.00 9.00 220000.00 19.80i) Embedded Parts etc. MT 1.00 7.00 7.00 235000.00 16.45j) Hydraulic Hoists etc. (25 T Capacity) MT 1.00 25.00 25.00 84000.00 21.00

k) Bulkhead gate etc. MT 1.00 7.00 7.00 225000.00 15.75l) Embedded Parts etc. MT 1.00 0.70 0.70 235000.00 1.65

m) Lifting Beam etc. MT 1.00 5.00 5.00 260000.00 13.00

3.00 INTAKEa) Trash Racks and Embedded parts. MT 1.00 100.00 100.00 185000.00 185.00c) TRCM 1.00 L.S. 45000000.00 450.00d) Service gates (fixed wheel type) etc. MT 2.00 60.00 120.00 225000.00 270.00e) Embedded Parts etc. MT 2.00 30.00 60.00 235000.00 141.00f) Rope drum hoist etc. (92 T Capacity) MT 2.00 92.00 184.00 150000.00 276.00g) Emergency gate (fixed wheel type) etc. MT 1.00 60.00 60.00 225000.00 135.00h) Embedded Parts etc. MT 2.00 30.00 60.00 235000.00 141.00i) Gantry Crane (75T Capacity) MT 1.00 75.00 75.00 190000.00 142.50

'C' Works = 7544.75 Add 5% Entery Tax on 'C' Works = 256.46

Total = 7801.20Add 5% contigency charges on 'C' Works = 390.06

Grand Total 'C' Works = 8191.26

HYDRO-MECHANICAL EQUIPMENT

C-Civil Works


______________________________________________________________________________________________________






Untensioned and grouted rock bolts/anchors (32 mm. Dia) including drilling 2454257 m 888 21793.802


5 Mesh reinforcement for shotcrete 460088 sqm 366 1683.922

6 Shotcrete with steel fiber reinforcement 37092 m3 13207 4898.740


8 Drilling for contact and consolidation grouting 150000 m 508 762.000


10 Drilling for drainage holes 24000 m 816 195.840

11 Concretea) Portals 1000 m3 5740 57.400b) Adits (M15) 4838 m3 4817 233.046c) Tunnel lining (M20) 999486 m3 5898 58949.684d) Plugs 9535 m3 4283 408.384

12 Steel reinforcement (Grade Fe-415) 14368 t 72787 10458.036

13 Steel Liners 4292 t 61888 2656.233

14 Forepolling (25 dia bar with drilling) 891 t 66333 591.027

15 Lattice Girder with fabrication and installation 1800 t 59749 1075.482

16 Drainage holes 24 m long 4114 m 1089 45

17 Steel pipe umbrella 17000 m 4890 831

Sub-Total 202033.604


19 Dewatering 1 % 2020.336


21 Contingencies and work charged staff @ 5% except on L.S. items 5 % 10101.680

TOTAL 220216.628

J - POWER PLANT CIVIL WORKS

HEADRACE TUNNEL (1 TUNNEL OF 10.5m ID) AND CONSTRUCTION ADITS



______________________________________________________________________________________________________













11 Concretea) Portal 150 m3 5740 8.610b) Surge Shaft lining 17448 m3 5898 1029.083


Total 10633.119





TOTAL 11590.099


HEADRACE SURGE SHAFT(31M DIA) INCLUDING ADIT



______________________________________________________________________________________________________






4 Drilling for consolidation grouting 200 m 508 1.016

5 Grouting (Consolidation) 10 t 15700 1.570

6 Concretea) M20 2000 m3 5010 100.200


Total 546.707





TOTAL 595.911


PENSTOCK VALVE CHAMBER



______________________________________________________________________________________________________






4 Concretea) Shaft lining (M20) 5000 m3 5898 294.900

5 Steel Liners 3000 t 102541 3076.230

Total 4757.115





TOTAL 5185.255


PENSTOCKS



______________________________________________________________________________________________________







5 Grouting (Consolidation) 10 t 15700 1.570

6 Concretea) M20 2000 m3 5010 100.200


Total 546.707





TOTAL 595.911


SPHERICAL VALVE HOUSE



______________________________________________________________________________________________________







5 Grouting (consolidation) 150 t 15700 23.550

6 Concretea) M25 20000 m3 6705 1341.000


Total 5421.825





TOTAL 5909.789


MACHINE HALL



______________________________________________________________________________________________________


Rate Amount

Rs. Rs. in Lacs





5 Grouting (consolidation) 60 t 15700 9.420

6 Concretea) M25 2000 m3 6705 134.100


Total 1236.432





TOTAL 1347.711


TRANSFORMER HALL



______________________________________________________________________________________________________













11 Concretea) Tunnel lining 10804 m3 5898 637.220b) Outfall 3000 m3 5740 172.200


Total 2870.567





TOTAL 3128.918


TAILRACE TUNNEL ( TUNNEL OF 10.5m ID),TRT MANIFOLD AND OUTFALL



______________________________________________________________________________________________________













11 Concretea) Tunnel lining 10804 m3 5898 637.220


Total 2269.521





TOTAL 2473.778


TAILRACE SURGE GALLERY (1 TUNNEL OF 10.5m ID)



______________________________________________________________________________________________________













11 Concretea) Tunnel lining (M15) 20000 m3 5898 1179.600


Total 5688.507





TOTAL 6200.473


S.No. Quantity Unit

MAIN ACCESS TUNNEL, CABLE TUNNEL, ADIT TO VALVE HOUSE AND OTHER ACESS ADITS


______________________________________________________________________________________________________


Sr. No. Description Unit SET/NO. WEIGHT IN T per unit/set

TOTAL Qty/Capac

ity in T

Rate/ton Total cost (Rs. In Lacs)

'J' Works

1.00 DRAFT TUBEa) Gates Parts (fixed wheel type) etc. MT 3.00 50.00 150.00 225000.00 337.50b) Embedded Parts etc. MT 3.00 25.00 75.00 235000.00 176.25c) Rope drum hoist etc. (65 T Capacity) MT 3.00 65.00 195.00 150000.00 292.50

2.00 TRT OUTFALL GATEa) Gates Parts (fixed wheel type) etc. MT 2.00 45.00 90.00 225000.00 202.50b) Embedded Parts etc. MT 2.00 23.00 46.00 235000.00 108.10c) Rope drum hoist etc. (60 T Capacity) MT 2.00 60.00 120.00 150000.00 180.00

3.00 HRT ADIT GATEa) Gates Parts (hinged gate) etc. MT 3.00 10.00 30.00 220000.00 66.00b) Embedded Parts etc. MT 3.00 6.00 18.00 215000.00 38.70

'J' Works = 1401.55 Add 5% Entery Tax on 'J' Works = 49.08

Total = 1450.63Add 5% contigency charges on 'J' Works = 72.53

Grand Total 'J' Works = 1523.16

HYDRO-MECHANICAL EQUIPMENT

J-Power Plant Civil Works


______________________________________________________________________________________________________



1 Residential Buildingsa) Permanent residential buildings 43400 m2 19846.00 8613.164

Service Charge @ 0.31 2670.081

Total Residential Buildings 11283.2452 Non-Residential Buildingsa) Permanent non-residential buildings 36132 m2 19846 7170.757

Service Charges @ 0.225 1613.420b) Temporary non- residential buildings 2000 m2 18376 367.520

Service charges @ 0.205 75.342Total Non-residential Buildings 9227.039Grand Total (Residential + Non-Residential) 20510.283

K-BUILDINGS

S.No. Description UnitTotal Plinth Area


______________________________________________________________________________________________________


Annexure-K1

Sr.No. Unit (Area) Nos. Total Area

Duttnagar Type -A 57.85 51 2950.35Type -B 89.87 61 5482.07Type - C 119.7 10 1197Type - D1 224.86 8 1798.88Type - D2 257.26 1 257.26

17591371

Khegsu Type -A 57.85 6 347.1Type -B 89.87 6 539.22

1055823

Power House Area Type -A 57.85 40 2314Type -B 89.87 42 3774.54Type - C 119.7 6 718.2

823Basantpur Type -A 57.85 42 2429.7

Type -B 89.87 54 4852.98Type - C 119.7 20 2394Type - D1 224.86 10 2248.6Type - D2 257.26 1 257.26

175913711000

Parlog 1055823

43400

Executive Field HostelNon-Executive Field Hostel

VIP Rest House

Permanent Residential Buildings

Name of Component

K-Building

Residential Building

1

Executive Field HostelNon-Executive Field Hostel

5Executive Field Hostel

Non-Executive Field HostelTotal

2Executive Field Hostel

Non-Executive Field Hostel

3

Non-Executive Field Hostel

4


______________________________________________________________________________________________________


Annexure-K2

Sr. No Name of Component Unit Quantity Remarks

1 Office Complex at different location m2 65002 Office club m2 3003 Staff Club m2 3004 School m2 50005 Bank m2 5006 Post Office m2 3007 Telephone/Wireless station m2 2008 Hospital m2 30009 Market Complex m2 500010 Auditorium m2 50011 Fire Station m2 50012 Police Station m2 50013 Model Room m2 30014 Maternity/Child welfare center m2 30015 Bus Stand m2 120016 Co-Operative Sociaty m2 10017 Park m2 100018 Helipad m2 120019 Petrol Pump m2 100020 Nursary m2 130021 Material Testing Laboratory m2 50022 Store, Workshop m2 100023 Recreation Room m2 20024 Explosive Magzines m2 50025 Canteen m2 33226 Parking m2 150027 Pooja Place m2 60028 Miscellaneous m2 2500

36132

Sr. No. Name of Component Unit Quantity Remarks

1 Site Offices 10 Nos. m2 1000

2 Other Miscellaneous structures such as Site Labs, Temporary stores etc. m2 1000

2000

Permanent Non-Residential Buildings

Total

Permanent Temporary Non - Residential Buildings

Total


______________________________________________________________________________________________________



1 Cost of 200000 plants to be planted 200000 no. 20 40.0002 Making pit 3ftx3ftx1ft =200000 Nos. 50977 m3 120 61.172

3 Four nos. gardeners for three years @ Rs. 150 per day 4380 days 150 6.570

4 Cost of protection by barbed wire at Rs. 60 per plant 200000 no. 60 120.000

5Beldar (16 Nos.) for protection and plantation for four months every year at Rs. 150/- per day for two years

3840 days 150 5.760

6 Development of gardens, parks and lawns etc. LS 20.000

Total 253.502

M-PLANTATION

S.No. UnitQuantityDescription


______________________________________________________________________________________________________


O1-MISCELLANEOUS

S.No. Description1.0 Capital Cost1.1 Electrification

1.2 Water supply, purification and distribution arrangements including purchase of water tankers, cost of tanks and chlorination.

1.3 Providing sewage disposal and storm water drains at various colonies sites.

1.4 Furnishing and equipping rest houses, field hostels , hospitals, schools etc.1.5 Fire fighting equipment1.6 Telephone, telegraph, post office and wireless

1.7 Fountains, recreation facilities, special lighting arrangements for beautification of areas in the project, dish antenna, petrol pump etc.

2.0 Maintenance and service charges during execution period 40002.1 Maintenance of power arrangements2.2 R&M of water supply facilities2.3 R&M of sanitation and drainage facilities2.4 R&M of Telecommunication system and post office2.5 R&M of Hospital and Dispensary2.6 R&M of rest house and field hostel2.7 R&M of Research and Quality control laboratories2.8 Labour welfare compensation and retrenchment benefits2.9 Providing security police including R&M of posts.

2.10 R&M of inspection vehicles and staff cars2.11 R&M of school buses and staff buses2.12 R&M of Ambulance2.13 R&M of field workshops2.14 Maintenance and running of schools3.0 Miscellaneous3.1 Foundation stone laying ceremony, inauguration and visit of dignitaries3.2 Model exhibition3.3 Group insurance3.4 Compensation for accidents3.5 Training personnel abroad including study courses and visits3.6 Publicity, information centers3.7 Technical record, photographic record and library facilities3.8 Boundary pillars and stones, distance marks and bench marks3.9 Canteen Facilities

3.10 Co-operative Stores

O2-MISCELLANEOUS

S.No. Description Amount (Lacs)1 Construction Power 7077

O-MISCELLANEOUS

( 1.5% of I works )

Amount (Lacs)


______________________________________________________________________________________________________


Annexure-O1Abstract of cost for construction power arrangement

S.No Amount1 39002 18003 12004 1475 30

7077Total

DescriptionEstimate for proposed 220/66KV substationEstimate for proposed 66/33KV substationEstimate for proposed 33 KV HT LineEstimate for shifting of 66 KV Power lineEstimate for shifting of 22 KV Power line


______________________________________________________________________________________________________


Rate Amount% Rs. in Lacs

1 Maintenance of civil works during construction (1% of C-Works and J- Power Plant Civil Works 338384 1.0 3383.837

2 Maintenance of building during construction period( 1% per year for 8 years of K-building) 20510 year 1.0% per year 1640.823

5024.66

P- MAINTENANCE

Rs. in Lacs

Total

S.No. Description Unit


______________________________________________________________________________________________________



1 Cars2 Jeeps3 Shift Buses4 School Buses5 Cash Vans6 Ambulances7 Jack hammer with accessories,120cfm8 Wagon drilling machine9 Air compressor diesel, 250cfm

10 Tipper 10 T

11Excavator backhoe loader, 0.3 cum of excavator bucket and 1 cum of loader bucket

12 Truck, 10 T13 Pick - up Van14 Water sprinkler,7500 ltr15 Dewatering pump electrical, 20 HP16 Diesel generating set, 100 KVA17 Road roller, 8 T

Total 200.00

LS 200.000

Q - SPECIAL T & P ( Vehicles)



______________________________________________________________________________________________________


Amount

Rs. In Lacs

1 7/9m wide approach road for sush Adit (RD 0.00 to 410m). 410 m 46.71

2 7/9m wide approach road for Balh Adit (RD 0.00 to 575m). 575 m 48.11

3 7/9m wide approach road for Luhri D/S Bridge (RD 0.00 to 435m). 435 m 32.90

47/9m wide approach road from NH-22 to left abutment of D/S bridge at Nirath dam from (RD 0.00 to 130m). 130 m 32.58

57/9m wide approach road from NH-22 to left abutment of U/S bridge at Nirath dam site from (RD 0.00 to 405m).

405 m 83.04

67/9m wide approach road from right abutment of U/S bridge at Nirath to construction Adit, (RD 0.00 to 480m).

480 m 16.57

7 7/9m wide approach road from construction Adit of DT to U/S coffer dam at Nirath (RD 0.00 to 525m). 525 m 17.28

87/9m wide approach road from U/S coffer dam to bottom of DT intake at Nirath from (RD 0.00 to 595m). 595 m 20.33

9 7/9m wide approach road in right bank of river satluj for Khegsu Adit (RD 0.00 to 60m). 60 m 12.32

107/9m wide approach road connecting the lower DT raod & top of DT intake road at Nirath from (RD 0.00 to 610m).

610 m 36.37

117/9m wide approach road from right abutment of D/S bridge at Nirath dam site connecting Moin village road from (RD 0.00 to 510m).

510 m 108.34

127/9m wide approach road from moin village road to right abutment of U/S bridge at Nirath from (RD 0.00 to 1020m).

1020 m 110.77

13 7/9m wide approach road in the left bank of river satluj for Khegsu Adit (RD 0.00 to 645m). 645 m 127.96

14 7/9m wide approach road in the right bank of river satluj for Kenu Adit (RD 0.00 to 290m). 290 m 56.43

15 7/9m wide approach road in the left bank of river satluj for Kenu Adit, (RD 0.00 to 225m). 225 m 60.03

16 7/9m wide approach road to Moin adit (AT-1) on right bank of river satluj from (RD 0.00 to 400). 400 m 54.91

17 7/9m wide approach road from moin village road to top of intake at Nirath (RD 0.00 to 515m). 515 m 109.95

187/9m wide approach road from existing Kirti village road to explosive magzine site near Kirti from (RD 0.00 to 330).

330 m 37.11

19 7/9m wide Approach road from top of Intake to top of diversion Tunnel (RD 0.00 to 2/200) 2200 m 240.46

207/9m wide approach road from Sunni-Luhri Road to

bridge site at PH area of LHEP (RD 0.00 to 1/900m). 1900 m 206.59

21 7/9m wide approach road connecting MAT Bridge-I & Bridge-II on right bank of river satluj at PH area of LHEP (RD 0.00 to 0/950m).

950 m 90.90

227/9m wide approach road from right abutment of proposed bridge near shotara adit to shotara Adit portal. (RD 0.00 to 0/135m).

135 m 13.12

R-Communication

Sr. No. Description Qty. Unit

Roads


______________________________________________________________________________________________________


237/9m wide approach road from Luhri-Sunni road to left abutment of proposed bridge near shotara Adit. (RD 0.00 to 0/090m).

90 m 21.28

247/9m wide approach road from right abutment of proposed bridge at manju to manju Adit (RD 0.00 to 0/315m).

315 m 31.52

257/9m wide approach road from right abutment of proposed bridge (over river satluj) near ogli Adit to Ogli portal (RD 0.00 to 1/030).

1030 m 171.48

267/9m wide approach road (7/9m) from Luhri -Sunni road to proposed quarry site at Khera (RD 0.00 to 0/900m).

900 m 67.00

27

7/9m wide approach road (3840m), 7/9m from right abutment of proposed bridge-I to surge gallary/switchyard/penstock valves chamber, access tunnel/connecting bridge-II. (RD 0.00 to 3/840m).

3840 m 402.85

287/9m wide approach road from Luhri-Sunni road to left abutment of proposed bridge at manju Adit. (RD 0.00 to 825m)

825 m 101.75

297/9m wide approach road from Luhri-Sunni road to left abutment of proposed Ogli bridge. (RD 0.00 to 1/540m)

1540 m 170.28

30 7/9m wide approach road to basantpur colony. (RD 0.00 to 810m) 810 m 74.53

317/9m wide approach road from Sunni-Basantpur-Shimla road to proposed magzine site (2.50T) near Sunni. (RD 0.00 to 1/450m).

1450 m 104.44

327/9m wide approach road from Luhri-Sunni road to left abutment of proposed bridge-II at PH site. (RD 0.00 to 1/240m).

1240 m 193.72

33 7/9m wide approach roads to colony, offices, stores & others Project roads.

4000 m 450.00

34 Realigement of NH-22 1700 m 1243.4535 Widening of existing Sunni - Sainj road. 8900 m 3200.0036 Misc. and unforseen Roads 5000 m 1500.00

37 Widening of existing Luhri - Kot road & road from Dam site to Moin village. 7000 m 2500.00

38 Widening of existing Basantpur-chabba road. 4500 m 1600.00

39 Provision of Helipad LS 800.00Sub-Total A 56485 14195.07

1 Sigle lane steel truss bridge (70R) D/S of proposed dam site at Nirath. 84 m 317.48

2 Sigle lane steel truss bridge (70R) across river satluj in D/S of Luhri. 77 m 291.37

3 Sigle lane steel truss bridge of span 117m across river satluj at Kenu. 117 m 586.58

4 Sigle lane steel truss bridge of span 95.20m across river satluj for Khegsu adit. 95 m 354.14

5 Sigle lane steel truss bridge (70R) of span of 77m across river satluj U/S of proposed dam at Nirath. 77 m 301.00

6 Double lane steel truss bridge (70R) at PH site of LHEP. 93 m 546.11

7 Sigle lane steel truss bridge (70R) of span 90m across river satluj at Ogli adit. 90 m 351.57

8 Sigle lane steel truss bridge (70R) at Manju adit of LHEP. 78 m 259.53

9 Sigle lane steel truss bridge-II (70R) at PH Site of LHEP. 90 m 374.18

10 Sigle lane steel truss bridge (70R) with span of 117m across river satluj at Shotara adit of LHEP. 117 m 600.70

3982.67

18177.74

24275.81

Sub-Total B

Grand Total (A+B) at 2009 Price Level as all Technical sanctions for above are on 2009

Total cost on Dec 2012 Price level from 2009 Price level @ (i.e @7.5% per annum)

Bridges


______________________________________________________________________________________________________


Amount

Rs. in Lacs

1 Credit on account of resale value of temporary buildings @ 15% of cost of temporary buildings. 66.429

2 Q-Special T&P

i)Cost recoverable on account of resale value of Q - Special T&P other than personal carrier @ 10% of residual value of equipments

20.000

Total 86.429

V - RECEIPTS AND RECOVERIES

S.No. Description


______________________________________________________________________________________________________


S.No. Description Source of Estimate Amount (Rs. In Lacs)

1Biodiversity Conservation Management Plan 2.5% of the

Project Cost)Environmental Reports 180.00

2 Action Plan for Catchment Area Treatment Environmental Reports 15500.00

3 Fisheries Enhancement Plan Environmental Reports 346.83

4 Public Health Delivery System Environmental Reports 768.90

5 Air, Water and Solid Waste Management Environmental Reports 619.19

6Provision for Fuel wood/ LPG Depots and Energy Conservation

MeasuresEnvironmental Reports 53.45

7 Disposal and Rehabilitation of Muck Environmental Reports 2359.04

8 Landscaping and Restoration of Construction Areas Environmental Reports 385.10

9 Development of Green Belt Environmental Reports 350.00

10 Dam Break and Disaster Management Plan Environmental Reports 244.00

11Comprehensive Environmental Monitoring and Adaptive

Capacity Building Programme.Environmental Reports 885.95

12

Comprehensive environment impact studies, downstream

river flow Management, flow studies and other miscellaneous

environment studies as required

As per MoEF

Recommendation500.00

13Miscellaneous environment activities such as plantation,

environment protection works not covered in above works

As per MoEF

Recommendation200.00

Total 22392.46

X-Environment and Ecology


______________________________________________________________________________________________________


3. Analysis for Hourly Use Rate of Machinery


______________________________________________________________________________________________________


Sl.No. Description of Equipment/Machinery Capacity Hourly Use Rate in Rs.

1 Hydraulic Excavator 1cum 2161.002 Hydraulic Excavator 2cum 2661.003 Hydraulic Excavator 3 cum 4100.004 Front End Loader 1.5 / 2.0 cum 2352.005 Front End Loader 1.0 / 0.25 2059.006 Crawler Dozer 100 HP 2696.007 Crawler Dozer 180 HP 4013.008 Wheeled Dozer 130 HP 2993.009 Air Compressor - Electric 1500 cfm 159.0010 Air Compressor - Electric 1000 cfm 191.0011 Air Compressor - Diesel 500 cfm 593.0012 Composite rate of air 212.0013 Jack Hammer 120 cfm 987.0014 Pavement breaker 70 cfm 862.0015 Auto feed 3.8416 Ventilation Blower 10000 cfm 348.0017 Wagon Drill 400 cfm 2130.0018 Wagon Drill 200 cfm 1507.0019 Rear End Dumper 15 Ton 2048.0020 Rear End Dumper 20 Ton 2269.0021 Tipper Truck 7 Ton 1371.0022 Material truck 10 Ton 79.0023 Hydraulic Jumbo Two Boom 7719.0024 Hydraulic Jumbo Three Boom 10239.0025 Rock Bolter 6172.0026 Grouting Machine 20 Kg/ Sqm 1626.0027 Grouting Machine 100 Kg/ Sqm 1833.0028 Shotcrete Machine 6 cum/hr 2734.0029 Concrete Pump 38 cum / hr 2098.0030 Concrete Pump 10 cum / hr 1123.0031 Concrete placer 1 cum 1402.0032 Transit mixer 6 cum 1900.0033 Transit mixer 2.5 cum 1413.0034 Crushing & Processing plant 40 Ton 3963.0035 Batching & Mixing Plant 90 cum 3449.0036 Batching & Mixing Plant 60 cum 3302.0037 Electric Pump 40 Kw 836.0038 Conveyor Mucker 0.38 cum 1162.0039 Water sprinkler 7000 lts 1144.0040 Concrete Mixer 14/10 cft 870.0041 Mobile Crane 30 Ton 3506.0042 Diesel Shovel 1.91 cum 4413.0043 Air Hoist 30 Ton 3101.0044 Bus 29.0045 Car 19.0046 Jeep 20.0047 Pick up Van 22.0048 Ambulance 32.0049 Raise Borer 18591.0050 Aggregate processing plant 300 T/hr 7901

HOURLY USE RATE OF MACHINERY/EQUIPMENTLUHRI HYDRO-ELECTRIC PROJECT


______________________________________________________________________________________________________


5000000.0017,500.00

122

220047.44

41030.51.0

125Rate / hr for two shifts

435.29254.47254.47

58.9158.91

375000.00565714.29470357.14

213.80 213.80

357.14 357.14

11.33537.4952134.3738

671.87 671.87

108.82254.47

63.62426.91

58.9114.7373.64

882.57 882.57F 35.71 35.71

2161.00

HelperCasual Staff

D

Labour ChargesRegular StaffForeman

E

23,32623,326

Rate / Month

C Repair & MaintenanceR & M Charges

Hourly Depriciation

ForemanOperator / Driver

A

Owner ship costB

Basic Data

Crew rates of SJVNL

Cost of EquipmentLife in HoursLife in yearsNo. of working Shifts

Yearly Depriciationa. w.r.t Life in Yearsb. w.r.t Life in HoursAverage Yearly Depriciation

Cost of Diesel / LtCost of Electricity / unit

Annual scheduled Production Hours

1. Hydraulic Excavator ( Wheeled - 1 Cum)

CWC Guideline

C1C2R&M Charges in %age

CWC GuidelineCWC Guideline

CWC Guideline


OperatorMechanic

POL Charges

Mechanic / Electrician

Diesel Consumption in Lt.Cost of hourly fuel consumptionCost of Lubricants

[0.9 x cost / Life in Years][0.9xcostxProd. hrs/Life in Hrs]

0.25

Chowkidar

0.22 * bhp * C1 * C2

25 % of Fuel Charges

BHP

Subject: Use Rate of EquipmentProject: Luhri Hydro Electric Project

125 % of cost / prod hrs

Ave. Depreciation / Ann. prod. hrs

5,400.005,400.00

HelperChowkidar

Market Rate

1

Number / Shift

consumption x Rate

CWC GuidelineMarket Rate

CWC GuidelineMarket rate

39,902.00

Indirect Charges @ 80 % of skilled workers 341.52

POL Charges

500.54

0.25

10.25

Direct Charges

HOURLY USE RATE [B + C + D + E+F]

Indirect Charges @ 55%of semi skilled/Unskilled workers

Miscellaneous Charges @ 10 % of hourly repair ChargesTotal Labour Charges

40.50


______________________________________________________________________________________________________


8200000.0017,500.00

122

220047.44

41300.5

1125

Rate / hr for two shifts

435.29254.47254.4758.9158.91

615000.00927771.43771385.71

350.63 350.63

585.71 585.71

14.3678.392169.598847.99 847.99

108.82254.4763.62

426.91

58.9114.7331.91

817.89 817.89F 58.57 58.57

2661.00

0.25

@ 80 % of skilled workers

C

B

DDiesel Consumption in Lt.Cost of hourly fuel consumptionCost of Lubricants

Average Yearly DepriciationHourly Depriciation

5,400.005,400.00

Helper

E

consumption x Rate


0.22 * bhp * C1 * C2


Total Labour Charges

0.25

1Operator

Helper

A

Rate / Month

Owner ship cost

Crew rates of SJVNLForemanOperator / DriverMechanic / Electrician



Miscellaneous Charges @ 10 % of hourly repair Charges

17.55Indirect Charges 341.52

458.81

0.25

1

Direct Charges

Chowkidar

Labour Charges

POL Charges

Mechanic

Casual Staff

Repair & Maintenance

Foreman

R & M Charges 125 % of cost / prod hrs

Regular Staff

POL Charges

Number / Shift

Chowkidar


Yearly Depriciationa. w.r.t Life in Yearsb. w.r.t Life in Hours

23,32623,326


39,902.00

CWC Guideline


Annual scheduled Production HoursCost of Diesel / LtCost of Electricity / unitBHP

Cost of EquipmentLife in Hours




Project: Luhri Hydro Electric ProjectSubject: Use Rate of Equipment

2. Hydraulic Excavator ( 2.0 Cum)

Life in yearsNo. of working Shifts

Market RateCWC Guideline

Basic Data


______________________________________________________________________________________________________


1200000017,500.00

122

220047.44

42800.5

1125

Rate / hr for two shifts

435.29254.47254.4758.9158.91

900000.001357714.291128857.14

513.12 513.12

857.14 857.14

30.81461.152365.2881826.44 1826.44

108.82254.4763.62

426.91

58.9114.7331.91

817.89 817.89F 85.71 85.71

4100.00

E

HelperChowkidar

17.55341.52 @ 80 % of skilled workers

D

Labour ChargesRegular Staff

Number / Shift

POL Charges


B

C

Rate / Month


Owner ship cost

HelperChowkidar



ForemanOperator

0.22 * bhp * C1 * C2




Indirect ChargesTotal Labour Charges

458.81

0.25

1

Mechanic

Casual Staff

0.25

Direct Charges

consumption x Rate

0.251


R & M Charges

POL Charges




a. w.r.t Life in Yearsb. w.r.t Life in Hours

23,32623,326

Yearly Depriciation

5,400.005,400.00


39,902.00

CWC Guideline


Cost of Diesel / LtCost of Electricity / unitBHP



CWC Guideline




Basic Data



3. Hydraulic Excavator ( 3.0 Cum)A

CWC Guideline


______________________________________________________________________________________________________


300000015,000.00

102

220047.44

4130

0.581

200Rate / Month Rate / hr for two shifts

435.29254.47254.4758.9158.91

270000.00396000.00333000.00

151.36 151.36

400.00 400.00

16.588786.93472196.73368

983.67 983.67

54.41254.4763.62

372.49

58.919.84

68.75

777.05 777.05F 40.00 40.00

2352.00

Crew rates of SJVNL


consumption x Rate


0.22 * bhp * C1 * C2

[0.9 x cost / Life in Years]a. w.r.t Life in Years

Chowkidar


0.167

Direct Charges

Casual StaffHelperChowkidar

1

Mechanic




0.125

Number / Shift

37.81Indirect Charges @ 80 % of skilled workers 297.99

Operator

441.24

0.25


Repair & MaintenanceR & M Charges

POL Charges

Yearly Depriciation

23,32623,326

[0.9xcostxProd. hrs/Life in Hrs]

5,400.005,400.00

Mechanic / ElectricianHelper

Operator / Driver

Owner ship cost


39,902.00

CWC Guideline


Annual scheduled Production HoursCost of Diesel / LtCost of Electricity / unitBHP








4. Front End Loader ( Wheeled 1.5 / 2 Cum)Basic Data

E

DDiesel Consumption in Lt.Cost of hourly fuel consumptionCost of LubricantsPOL Charges

Labour ChargesRegular StaffForeman

1

C

B

A

b. w.r.t Life in HoursAverage Yearly DepriciationHourly Depriciation

Foreman


______________________________________________________________________________________________________


266500015,000.00

102

220047.44

4100

0.581


435.29254.47254.4758.9158.91

239850.00351780.00295815.00

134.46 134.46

355.33 355.33

12.76605.3344151.3336

756.67 756.67

54.41254.4763.62

372.49

58.919.84

68.75

777.05 777.05F 35.53 35.53

2059.00HOURLY USE RATE [B + C + D + E+F]



Foreman 0.125

0.25

1HelperCasual Staff

Mechanic


5,400.005,400.00

HelperChowkidar

Repair & Maintenance 200 % of cost / prod hrs


C2R&M Charges in %age

23,326


Mechanic / Electrician

CWC GuidelineCrew rates of SJVNLForeman

C1

[0.9 x cost / Life in Years]

Annual scheduled Production Hours CWC GuidelineMarket Rate


Cost of Diesel / Lt

Life in HoursCost of Equipment

Cost of Electricity / unitBHP

23,326



39,902.00


5. Front End Loader ( Wheeled 1.0 / 0.25 Cum)

Operator / Driver

A


Basic Data

POL Charges

Owner ship cost



R & M Charges

0.167

0.22 * bhp * C1 * C2



consumption x Rate

1

Number / Shift

POL Charges

441.2437.81


Direct Charges

E

D

C

B

Chowkidar


Operator


______________________________________________________________________________________________________


420000012,000.00

102

220047.44

4100

0.571


435.29254.47254.4758.9158.91

378000.00693000.00535500.00

243.41 243.41

840.00 840.00

12.54594.90148.72743.62 743.62

54.41254.4763.62

372.49

58.9114.7373.64

784.62 784.62F 84.00 84.00

2696.00


consumption x Rate



0.25

Direct Charges

0.125


Mechanic





446.13

0.25

1

POL Charges

Foreman

23,326

A

5,400.005,400.00

HelperChowkidar


23,326


39,902.00

CWC Guideline







Basic Data



6. Crawler Dozer (100 HP)

B


Yearly Depriciationa. w.r.t Life in Yearsb. w.r.t Life in HoursAverage Yearly DepriciationHourly Depriciation


Owner ship cost


R & M Charges

D

C

POL Charges

Labour Charges

0.22 * bhp * C1 * C2



Number / Shift

Chowkidar

E

Casual StaffHelper

Regular Staff

1Operator


______________________________________________________________________________________________________


680000012,000.00

102

220047.44

4180

0.571


435.29254.47254.47

58.9158.91

612000.001122000.00

867000.00394.09 394.09

1360.00 1360.00

22.571070.82

267.701338.52 1338.52

54.41254.47

63.62372.49

58.9114.7373.64

784.62 784.62F 136.00 136.00

4013.00



0.25

Direct Charges

0.125


Mechanic

Casual StaffHelper





446.13

0.25

1

POL Charges

ForemanOperator

Labour Charges

1

Number / Shift

consumption x Rate

Repair & MaintenanceR & M Charges 240 % of cost / prod hrs

Chowkidar



Owner ship cost

5,400.00


23,326


39,902.00





Project:Luhri Hydro Electric ProjectSubject: Use Rate of Equipment

7. Crawlerl Dozer (180 HP)




Mechanic / Electrician 23,3265,400.00Helper

Basic Data



Regular Staff

POL ChargesDiesel Consumption in Lt.Cost of hourly fuel consumptionCost of Lubricants

0.22 * bhp * C1 * C2


E

D

A

B

C

Chowkidar


Operator / Driver


______________________________________________________________________________________________________


580000015,000.00

102

220047.44

4130

0.571


435.29254.47254.4758.9158.91

522000.00765600.00643800.00

292.64 292.64

773.33 773.33

16.302773.36688193.34172

966.71 966.71

108.82254.4763.62

426.91

58.9114.7373.64

882.57 882.57F 77.33 77.33

2993.00

consumption x Rate



0.25

Direct Charges

0.251

Number / Shift

POL Charges



40.50Indirect Charges


@ 80 % of skilled workers 341.52

Regular StaffForemanOperator

500.54

0.25


POL Charges


E

5,400.005,400.00

HelperChowkidar


Yearly Depriciationa. w.r.t Life in Years

23,326


39,902.00

CWC Guideline

23,326

Cost of Diesel / LtCost of Electricity / unitBHPC1C2R&M Charges in %age


8. Wheel Dozer (130 HP)Basic Data

Market RateCost of Equipment

Chowkidar

D


b. w.r.t Life in Hours



Mechanic

Casual StaffHelper 1

0.22 * bhp * C1 * C2

Market Rate


Diesel Consumption in Lt.

Cost of Lubricants 25 % of Fuel Charges

Life in HoursCWC GuidelineCWC Guideline


CWC Guideline

Cost of hourly fuel consumption

CWC Guideline

Labour Charges

A

B

C

Owner ship cost


______________________________________________________________________________________________________


250000030,000.00

202

220047.44

480

Rate / Month Rate / hr for two shifts435.29254.47254.4758.9158.91

112500.00165000.00138750.00

63.07 63.07

66.67 66.67

240960240

1200.00 1200.00

54.41254.4784.74

127.23520.85

58.9114.7373.64

1051.66 1051.66F 6.67 6.67

2388.06

159.00

40.50


Rate per 100 cfm



Operator


594.48Direct Charges

0.333

1

0.5

0.25

Labour ChargesRegular StaffForeman 0.125

Owner ship cost

POL Charges


Electricity Consumption in KW.Cost of hourly fuel consumptionCost of Lubricants

consumption x Rate

R&M Charges in %age

23,32639,902.00

CWC GuidelineCrew rates of SJVNLForemanOperator / Driver

Market rate

Cost of Diesel / LtCost of Electricity / unit


9. Air Compressor (Electric - 1500 cfm)A



Market Rate


Basic Data

Cost of EquipmentLife in Hours CWC Guideline


Mechanic / ElectricianHelper

23,3265,400.005,400.00Chowkidar

R & M Charges

Hourly DepriciationAverage Yearly Depriciation



a. w.r.t Life in Years

MechanicElectrician

Casual Staff

1



Number / ShiftE

D

C

B

HelperChowkidar

Yearly Depriciation


______________________________________________________________________________________________________


180000030,000.00

202

220047.44

480

Rate / Month Rate / hr for two shifts435.29254.47254.47

58.9158.91

81000.00118800.00

99900.0045.41 45.41

48.00 48.00

160640160

800.00 800.00

54.41254.47

63.62127.23499.73

58.9114.7373.64

1013.64 1013.64F 4.80 3.33

1910.39

191.00


10. Air Compressor (Electric - 1000 cfm)


Basic Data




CWC GuidelineMarket RateMarket rate

R&M Charges in %age

Annual scheduled Production HoursCost of Diesel / LtCost of Electricity / unit

39,902.00

CWC Guideline

Owner ship costYearly Depriciation


a. w.r.t Life in Years

5,400.005,400.00

HelperChowkidar

POL Charges



573.36

0.25

1

0.5

Direct Charges

Rate per 100 cfm





25 % of Fuel ChargesCost of hourly fuel consumptionCost of Lubricants

consumption x Rate


0.25


1

23,326

Number / Shift

A

C

23,326


R & M ChargesRepair & Maintenance

Regular StaffLabour Charges

MechanicElectrician

ForemanOperator

0.125


Electricity Consumption in KW.


E

D

B

HelperChowkidar

Casual Staff


______________________________________________________________________________________________________


120000012,000.00

103

300047.44

4148

11

100Rate / Month Rate / hr for three shifts

478.82279.91279.9164.8064.80

108000.00270000.00189000.00

63.00 63.00

100.00 100.00

32.561544.6464386.16161930.81 1930.81

59.85279.9169.98

409.74

64.8016.2081.00

863.09 863.09F 10.00 10.00

2966.90

593.00

1

Rate per 100 cfm



44.55

0.25

1

Mechanic

Casual StaffHelper


0.25

Direct Charges

@ 80 % of skilled workersIndirect ChargesTotal Labour Charges

327.79

490.74

POL Charges

ForemanOperator


Number / Shift

0.125

Hourly Depriciation

R & M Charges

0.22 * bhp * C1 * C2Diesel Consumption in Lt.




5,400.005,400.00

[0.9 x cost / Life in Years]

Average Yearly Depriciation


23,326


39,902.00

CWC Guideline

Operator / Driver







Basic Data



11. Air Compressor (Diesel 500 - cfm))

Mechanic / ElectricianHelperChowkidar

Yearly Depriciation


a. w.r.t Life in Yearsb. w.r.t Life in Hours

23,326

B

A

Chowkidar

E

D

Crew rates of SJVNL

Owner ship cost

Foreman

Cost of hourly fuel consumptionCost of Lubricants

C Repair & Maintenance

POL Charges

consumption x Rate


______________________________________________________________________________________________________


95.40

57.30

59.30

212.00

Hourly use rate of 1500 cfm Electric compressor

60% of 1500cfm+30% of 1000cfm+10% of 500cfm.

191

593Hourly use rate of 500 cfm Diesel compressor


12. Composite rate of Air

A composite rate for 100 cfm of air has been worked out as per details below.

159

Rate for 60 cfm of air


Hourly use rate of 1000 cfm Electric compressor


HOURLY COMPOSITE USE RATE


______________________________________________________________________________________________________


3500010,000.00

102

220047.44

212.0080

Rate / Month Rate / hr for two shifts435.29254.47254.47

58.9158.91

3150.006930.005040.00

2.29 2.29

2.80 2.80

120254.40

63.60318.00 318.00

50.89254.47

31.81337.17

29.457.36

36.82

663.97 663.97F 0.28 0.28





Regular StaffSupervisor

373.98

0.125

0.5HelperChowkidar 0.125

Direct Charges

Number / Shift

OperatorMechanic

Casual Staff

POL Charges

Labour Charges

POL Charges


Air Consumption in cfm.Cost of hourly fuel consumptionCost of Lubricants

consumption x Rate

Chowkidar



Owner ship cost

R&M Charges in %age

23,32639,902.00


Annual scheduled Production Hours CWC GuidelineMarket RateMarket rate

Cost of Diesel / LtCost of Air/ 100cfm




Basic Data



13. Jack Hammer (120 cfm)

Operator / DriverMechanic / ElectricianHelper

23,3265,400.005,400.00


Hourly DepriciationAverage Yearly Depriciation



10.2

A

E

D

C

B


______________________________________________________________________________________________________


400008,000.00

101

120047.44

212.00nanana80

Rate / Month Rate / hr for one shifts399.02233.26233.2654.0054.00

3600.005400.004500.00

3.75 3.75

4.00 4.00

70148.4037.10

185.50 185.50

79.80233.2629.16

342.22

27.006.75

33.75

668.31 668.31F 0.40 0.40

862.00

Project:Luhri Hydro Electric ProjectSubject: Use Rate of Equipment

14. Pavement Breaker (70 cfm)


Basic Data




C1C2



Cost of Diesel / LtCost of Air/ 100cfmBHP


39,902.00

CWC Guideline

C

B

5,400.005,400.00

HelperChowkidar

[0.9 x cost / Life in Years][0.9xcostxProd. hrs/Life in Hrs]b. w.r.t Life in Hours

Average Yearly Depriciation

23,32623,326

R & M Charges

Owner ship cost


Hourly Depriciation

POL Charges

Regular Staff



Air Consumption in cfm.Cost of hourly fuel consumptionCost of Lubricants

consumption x Rate

Number / Shift

375.97

0.125

0.5

Mechanic

Casual StaffHelper




Miscellaneous Charges @ 10 % of hourly repir Charges

Crew rates of SJVNL

POL Charges

Labour Charges


0.125

Direct Charges

0.21


Yeraly Depriciationa. w.r.t Life in Years

A

R&M Charges in %age

ForemanOperator / DriverMechanic / Electrician

E

D

Chowkidar

OperatorForeman


______________________________________________________________________________________________________


200008,000.00

82

220047.44

4nanana80

Rate / Month Rate / hr for two shifts435.29254.47254.4758.9158.91

2250.004950.003600.00

1.64 1.64

2.00 2.00

nananana na

0.000.000.000.00

0.000.000.00

0.00 0.00F 0.20 0.20





0

Direct Charges 0.00

0

0HelperChowkidar

Mechanic

Casual Staff



0.22 * bhp * C1 * C2Diesel Consumption in Lt.

80 % of cost / prod hrsR & M Charges

POL Charges

E

D

C


Cost of hourly fuel consumptionCost of Lubricants

0

Number / Shift

POL Charges

Operator

B

C1C2R&M

revised dpr volume-3 cost estimate and economic evaluation

Documents

total project cost

project report sjvn

detailed project report

luhri hydro electric

total electromechanical

sjvn limited himfed

economic evaluations

economic evaluation1