shimla jal prabandhan nigam ltd. detailed project … · 2019-10-17 · water supply in the city...

SHIMLA JAL PRABANDHAN NIGAM LTD.

DETAILED PROJECT REPORT

BULK WATER SUPPLY FROM SUTLEJ RIVER

SEPTEMBER 26, 2019

AURANGABAD, MAHARASHTRA, INDIA

Areas

Water and Waste Water

Solid Waste Management

Roads and highways

Urban infrastructure

Project management

Services

Feasibility Studies

Detailed Project Report

Design & Detail Engineering

Hydraulic Modelling

Water Audit and Leak Detection Studies

Construction Supervision

Head Office “Sai Complex”

Plot No. 72, Flat No. 05, New SBH Colony, Shahanoorwadi,

Aurangabad – 431005.

SHIMLA JAL PRABANDHAN NIGAM LIMITED DPR FOR BULK WATER SUPPLY FROM SUTLEJ RIVER

Yash Innovative Solutions LLP,

Aurangabad (Maharashtra) Client Circulation P a g e | i

Contents

1. EXECUTIVE SUMMARY ........................................................................................ i

1.1 PREAMBLE: .................................................................................................................. 1

1.2 OBJECTIVE ................................................................................................................... 1

1.3 BACK GROUND OF PROJECT ..................................................................................... 2

1.4 PROJECT NEED ........................................................................................................... 2

1.5 CURRENT STATUS OF THE EXISTING WATER SUPPLY: ......................................... 3

1.6 DESIGN CONSIDERATIONS: ....................................................................................... 3

1.7 PROPOSED PROJECT IN BRIEF: ................................................................................ 4

1.8 MAIN FEATURES OF THE PROPOSED PROJECT ..................................................... 4

1.9 LOCATIONS OF SOURCE ............................................................................................ 6

1.10 LOCATIONS OF PROPOSED ALIGNMENT, SUMP AND PUMP HOUSES ................ 7

1.11 PROJECT COST ......................................................................................................... 9

2. INFORMATION OF SHIMLA CITY ...................................................................... 11

2.1 LOCATION OF SHIMLA CITY ..................................................................................... 11

2.2 LOCATION, CONNECTIVITY & DETAILS: .................................................................. 11

2.3 CLIMATE & RAINFALL: ............................................................................................... 12

2.4 DEMOGRAPHY ........................................................................................................... 12

2.5 HISTORY OF THE CITY .............................................................................................. 12

2.6 SOCIO-ECONOMIC FEATURES ................................................................................. 13

2.7 MAP OF SHIMLA PLANNING AREA ........................................................................... 13

3. POPULATION FORECASTING & WATER DEMAND......................................... 14

3.1 POPULATION .............................................................................................................. 14

3.2 LAND USE PLAN ......................................................................................................... 16

3.3 WATER DEMAND CALCULATION .............................................................................. 18

4. EXISTING WATER SUPPLY STATUS ................................................................ 21

4.1 HISTORY ..................................................................................................................... 21

4.2 EXISTING SOURCES ......................................................................................... 21

4.3 GUMMA SOURCE ............................................................................................... 22

4.4 DHALLI CATCHMENT ......................................................................................... 24

4.5 CHEROT & JAGROTI .......................................................................................... 24

4.6 CHAIR NLLAH ..................................................................................................... 24

4.7 ASHWANI KHAD ................................................................................................. 24

4.8 RIVER GIRI ......................................................................................................... 24

5. DESIGN CRITERIA ............................................................................................. 25

5.1 INTRODUCTION ......................................................................................................... 25



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5.2 DESIGN PERIOD ........................................................................................................ 25

5.3 WATER DEMAND ....................................................................................................... 25

5.4 SYSTEM LOSSES ....................................................................................................... 25

5.5 PUMPING SYSTEM .................................................................................................... 26

5.6 HOURS OF SUPPLY ................................................................................................... 26

5.7 MINIMUM DIAMETER OF PIPELINE FOR RISING MAIN ........................................... 26

5.8 STORAGE ................................................................................................................... 26

i. Capacity ....................................................................................................................... 26

ii. Staging Height ............................................................................................................. 27

5.9 SURGE PROTECTION ................................................................................................ 27

5.10 METERING ................................................................................................................ 27

i. Bulk Meter:................................................................................................................... 27

ii. Domestic Water Meter ................................................................................................. 27

5.11 SYSTEM SAFETY ..................................................................................................... 28

5.12 PIPES ........................................................................................................................ 28

5.13 WATER TREATMENT PLANT ................................................................................... 28

5.14 WATER QUALITY ..................................................................................................... 29

6. PROPOSED PROJECT ....................................................................................... 30

6.1 GENERAL.................................................................................................................... 30

6.2 SOURCE CONSIDERATION: ...................................................................................... 30

6.3 GEOTECHNICAL INVESTIGATIONS: ......................................................................... 30

6.4 PRELIMINARY LAND ACQUISITION / TRANSFER REQUIREMENTS ....................... 31

6.5 AVAILABILITY OF WATER AND WATER RESERVATION ......................................... 31

6.6 HEAD WORKS: - ......................................................................................................... 32

6.7 RAW WATER RISING MAIN: - .................................................................................... 32

6.8 RAW WATER PUMPING MACHINERY: - .................................................................... 33

6.9 WATER TREATMENT PLANT: - .................................................................................. 33

6.10 PURE WATER STAGES I, II and III ........................................................................... 33

6.11 AUTOMATION ........................................................................................................... 36

6.12 EXPRESS HT FEEDER AND 20 MVA SUBSTAION ................................................. 36

6.13 200 KW SOLAR PLANT ............................................................................................ 36

6.14 COMPOUND WALL ................................................................................................... 37

7. PROJECT COST ................................................................................................. 38

7.1 RECAPITULATION SHEET ......................................................................................... 38

8. OPERATION AND MAINTENANCE .................................................................... 39

8.1 NECESSITY OF MAINTENANCE ................................................................................ 39

8.2 MAINTENANCE SCHEDULE....................................................................................... 40



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8.3 ACTIVITIES IN MAINTENANCE SCHEDULE .............................................................. 40

8.4 O&M FOR THE WATER SUPPLY PROJECT .............................................................. 40

8.5 O&M FOR PUMPING STATION .................................................................................. 40

8.6 PROBLEMS IN TRANSMISSION MAINS .................................................................... 41

8.7 MAINTENANCE OF PIPELINES .................................................................................. 42

8.8 RECORDS AND REPORTS ........................................................................................ 42

8.9 REPORTS ................................................................................................................... 44

9. ENVIRONMENTAL IMPACT ASSESSMENT ...................................................... 45

9.1 NEED FOR THE EIA ................................................................................................... 45

9.2 SCOPE OF THE EIA STUDY....................................................................................... 45

9.3 ENVIRONMENTAL IMPACTS OF THE PROJECT ...................................................... 45

9.4 SITE CLEARANCE ...................................................................................................... 45

9.5 PUBLIC SAFETY ......................................................................................................... 45

9.6 ACCESS MANAGEMENT ............................................................................................ 46

9.7 STORAGE OF CONSTRUCTION MATERIALS ........................................................... 46

9.8 GOOD HOUSEKEEPING AT CONSTRUCTION SITES .............................................. 46

9.9 WATER POLLUTION ................................................................................................... 47

9.10 NOISE POLLUTION .................................................................................................. 47

9.11 AIR POLLUTION ....................................................................................................... 47

9.12 OCCUPATION SAFETY AND HEALTH ASPECTS ................................................... 48

9.13 IMPACTS FROM CONSTRUCTION CAMPS ............................................................ 48

9.14 OTHER IMPACTS ..................................................................................................... 48

10. PROJECT BENEFITS ......................................................................................... 50



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List of Tables

TABLE 1.8-1 ................................................................................................................................ 4

TABLE 1.11-1 - RECAPITULATION SHEET ................................................................................ 9

TABLE 3.1-1 - POPULATION FOR LAST FIVE DECADES ....................................................... 14

TABLE 5.2-1- DESIGN STAGES ............................................................................................... 25

TABLE 5.2-2- DESIGN PERIOD ................................................................................................ 25

TABLE 5.4-1 - BRAKE UP OF LOSSES .................................................................................... 25

TABLE 5.14-1 - DESIGN PARAMETERS. ................................................................................. 29

TABLE 6.4-1 - LAND AVAILABILITY ......................................................................................... 31

TABLE 6.5-1 - WATER AVAILABILITY ...................................................................................... 31

TABLE 6.7-1- RAW WATER RISING MAIN ............................................................................... 32

TABLE 6.8-1- RAW WATER PUMPING MACHINERY .............................................................. 33

TABLE 6.9-1- WATER TREATMENT PLANT ............................................................................ 33

TABLE 6.10-1- PURE WATER RISING MAIN STAGE I ............................................................. 34

TABLE 6.10-2- PURE WATER RISING MAIN STAGE II ............................................................ 34

TABLE 6.10-3- PURE WATER RISING MAIN STAGE III ........................................................... 34

TABLE 6.10-4- PURE WATER PURE WATER PUMPING MACHINERY STAGE I.................... 35

TABLE 6.10-5- PURE WATER PURE WATER PUMPING MACHINERY STAGE II ................... 35

TABLE 6.10-6- PURE WATER PURE WATER PUMPING MACHINERY STAGE II ................... 35

TABLE 7.1-1 RECAPITULATION SHEET ................................................................................ 38

List of Figures

FIGURE 1.9-1 – LOCATION OF PROPOSED INTAKE ............................................................... 6

FIGURE 1.9-2 – LOCATION OF PROPOSED INTAKE WITH ADJACENT VILLAGE .................. 6

FIGURE 1.10-1 – ALIGNMENT FROM INTAKE TO WTP TO DEVIDHAR ................................... 7

FIGURE 1.10-2 – ALIGNMENT FROM DEVIDHAR TO DUMMI .................................................. 7

FIGURE 1.10-3 – ALIGNMENT FROM DUMMI TO SANJAULI.................................................... 8

FIGURE 2.1-1 - LOCATION OF SHIMLA CITY .......................................................................... 11

FIGURE 2.7-1 – MAP OF SHIMLA PLANNING AREA ............................................................... 13

FIGURE 4.1-1 - HISTORY OF DEVELOPMENT OF WATER SUPPLY SYSTEM ...................... 21

FIGURE 4.1-2 - DETAILS OF GUMMA PUMPING STATION .................................................... 23

FIGURE 4.1-3 - KEY PLAN OF WATER SUPPLY SYSTEM FROM GUMMA IS AS SHOWN IN

FIGURE BELOW. ............................................................................................................... 23

FIGURE 5.8-1 – ELEVATED STORAGE RESERVOIR .............................................................. 26

FIGURE 5.10-1 FLOW METERS ............................................................................................... 27

FIGURE 5.11-1- SAFETY VALVES ........................................................................................... 28

FIGURE 5.12-1- API PIPES ....................................................................................................... 28



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Annexure Content

Design Statement ..................................................................................................................... 51

Financial statement ................................................................................................................... 92

Cost Estimates

................................................................................................................................. 265

........................................................................................................................ 103

Rate Analysis .......................................................................................................................... 185

Drawings

GENERAL

REPORT



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1. EXECUTIVE SUMMARY

1.1 PREAMBLE:

To manage water supply and wastewater management in Greater Shimla Planning Area a

government undertaking company has been formed by Govt. of Himachal Pradesh and

Shimla Municipal Corporation and named it as Shimla Jal Prabandhan Nigam Limited

(SJPNL). Company decided to take the program for improvement of water supply and

sewerage infrastructure in hand. As a part of this a detailed project report for Bulk water

supply system from Sutlej River is to be prepared. SJPNL called a tender for appointment

of independent consultant for Providing Development Services for Water Supply Scheme

project from Sutlej River.

SJPNL has planned to propose the Water supply project under different phases and under

different schemes of GoI, as well as get financial assistance from External Funding

Agencies like World Bank. Govt. of Himachal Pradesh may also provide part financial

assistance through State Plan for implementation of proposed projects.

Government has laid the norm for designing water supply scheme with 135 LPCD rate of

water supply in the City where underground drainage project is either contemplated or

completed. As the Shimla is the state capital and one of the top-most tourist locations in

the country, drinking water conforming to prescribed standards of purity is of prime concern

for the city from the overall development as well as health point of view.

Sameer Joshi of Yash Innovative Solutions LLP, Aurangabad (Maharashtra) has been

awarded the work for Providing Development Services for Water Supply Scheme in Shimla

City.

1.2 OBJECTIVE

Objectives of Water Supply Plan for any region should be conceived and conceptualized

consistent with broader perceptions related to socio- economic structure of the inhabitants,

their needs and requirement of adequate potable water and involvement of capital

investment as well. The strategy of planning should therefore aim at formulation of general

programs directed to specific results and conceptual frame work for action.

Provision of drinking water to communities is not only the basic amenity but it should be

viewed as an integral part of the major public health program aimed at prevention of water

borne diseases which will result in better health, happiness and wellbeing of the community.

It has been proved by epidemiological studies that all fatal enteric diseases like cholera;

Diarrhea, typhoid etc. are caused due to intake of contaminated water. hence the planning

and design of water supply projects should address not only the technical features but the




public health aspect too. The planned strategy shall take into account the identification of

source of supply, collection, transmission, distribution and other related aspects

The program includes;

Identification and development of source (surface source).

Provision of treatment units

Provision of storage facility

Preparing detailed designs, drawings and cost estimates for planning and

implementation of prioritized capital investment plan

1.3 BACK GROUND OF PROJECT

Shimla is the state capital of Himachal Pradesh with the population of 2,05,260 souls as

per 2011 census. Government of Himachal Pradesh (GoHP) constituted Shimla Planning

(SPA) Area through notification in November 1977, which comprises as below:

(1) Shimla Municipal Corporation (SMC)

(2) Recently merged Special Areas of Dhalli, New Shimla, and Totu

(3) Special Areas of Kufri, Shoghi and Ghanahatti

The proposed project is to be designed for the Whole Shimla Planning Area instead of only

Shimla Municipal Corporation.

Presently water supply to the City is mainly from the Gumma and Giri sources. After time

to time augmentation of existing sources, City receives about 40 MLD water from existing

sources. Insufficient supply of water from existing system and old and irreparable

distribution system leads to scarcity in water supply. Further increased commercial,

educational and tourism activities in the City causes the growth in the population and rapid

urbanization of area in the vicinity.

1.4 PROJECT NEED

Existing source is capable of catering only 40 MLD of water against the ultimate stage

demand of the 107.63 MLD. It is of prime importance to have the source capable of catering

the difference of 67.63 MLD. Bulk water supply project for the Shimla City is needed to

raise the service level at the 135 LPCD rate of water supply as per the guideline of Service

Level Benchmark (SLB).

After studying all the nearby sources, it is found that no other source except Sutlej River is

feasible for supplying the 67.63 MLD of water to the SPA. No any project was executed

from this source in past and hence all new components up to and excluding the Sanjauli

and Ridge reservoirs has to be include under the said project. Delay in preparation and

execution of new comprehensive bulk water supply scheme for the City will lead to more

crucial situation of water supply system in future.




1.5 CURRENT STATUS OF THE EXISTING WATER SUPPLY:

Presently in all there are seven sources of raw water for the SPA. Out of all these sources

only two sources are capable to supply considerable quantum of water. These two sources

are at Gumma and Giri. Out of these the source of water at Gumma was initially

commissioned in 1921-1922 and later on augmented thrice. After last augmentation the

source is now capable to provide 20 MLD of water to SPA. This source is proposed to

utilize completely with proposed project. Again, there is second major source located on

Giri River which is capable of supplying about 20 MLD of water. Remaining five sources

are of negligible capacity and not useful for further utilization. Hence the proposed project

has to be designed for the balance capacity considering the capacity of above two sources.

1.6 DESIGN CONSIDERATIONS:

Design of Bulk water supply project will be complying to following

CPHEEO’s “Manual of Water Supply and Treatment – 1999 “, issued by Ministry of Urban

Development, Govt. of India.

Guidelines for Preparation of Project Reports under National River Conservation Plan and

National Ganga River Basin Authority – Dec 2010 issued by Ministry of Ministry of

Environment & Forest, Govt. of India

Environmental and Social Management Framework (ESMF) issued by Ministry of Ministry

of Environment & Forest, Govt. of India

Any other Guideline issued by GoI and GoHP for planning and design of projects likely to

be proposed for funding under various funding agencies like World Bank, etc.

Guidelines of World Bank

Design Considerations are summarized as follow.

1. Design Year : 2018

2. Project approval and Construction Period : 2 Years

3. Base Year : 2020

4. Intermediate Stage : 2035

5. Ultimate Stage : 2050

6. Rate of Water Supply : 135 LPCD

7. Institutional Demand : Data provided by SMC

8. Pumping Hours : 24 Hrs

9. Source (Surface) : Sutlej River (Near Shikrodi village)

10. Pipe Material for Rising main : API 5L X 65

11. Storage Capacity of sump : 4 Hrs

12. Supply Hours for WTP : 24 Hrs

13. Soil Strata : As per Trial pits




14. Losses in the System : 15 %

1.7 PROPOSED PROJECT IN BRIEF:

The detailed project report has been prepared with reference to the existing water supply

facilities available with the SPA. The total demand of the town for the ultimate year 2050 is

worked out about 107.63 MLD. The quantity of water available from the existing two

sources equals to 40 MLD is deducted from the demand for proposed source. And hence

proposed project is planned to design for the demand of 67.63 MLD.

The project has been planned to receive adequate water supply to the City. Project Is

planned to minimize unnecessary pumping. In Proposed project, following major

components are proposed.

1. Headwork is proposed to construct on the bank of Sutlej River near Shikrodi Village.

The location of the headwork is near the motored road. Jack well, Pump house and

Approach bridge are the main components to be executed under the Headwork.

2. Water Treatment plant of capacity 42 MLD with pre-sedimentation treatment including

solar power plant for area lighting.

3. Sump of 4 hr storage capacity at Devidhar and Dummi

4. Raw and Pure Water Pumping machinery with allied works.

5. Raw and Pure Water rising pipelines with allied works

6. Electric substation with HT lines.

7. Construction of pump house and attendant quarter at Devidhar and Dummi .

8. Construction of Metaled roads.

9. Automation. Etc.

1.8 MAIN FEATURES OF THE PROPOSED PROJECT

Table 1.8-1

Name of Implementing Agency Shimla Jal Prabandhan Nigam Limited

Area to Served Shimla Planning Area

State Himachal Pradesh

Source of supply Sutlej River

Population as per 2011 census. 2,05,260 souls

Details Present

Stage 2020 Intermediate Stage 2035

Ultimate Stage 2050

Projected Population (souls) 243250 318467 413674

Rate of water supply (lpcd) 135 135 135

Daily Domestic water demand in MLD 32.84 42.99 55.85

Daily Institutional, Floating and commercial water demand in MLD

19.71 26.43 35.64

Daily demand with losses in MLD 61.82 81.67 107.63




Rate of Raw Water pumping (litres per hours)

1944730 1944730 3156229

Daily Pumping Hours 11.50 24.00 24.00

Cost of the scheme in Rs. 3225351762

Per capita cost of the scheme (Ultimate stage)

13259 10128 9540

Cost of water per 1000 liters in Rs. 45.3 84.8 176.71

SHIMLA JAL PRABANDHAN NIGAM LIMITD DPR FOR BULK WATER SUPPLY FROM SUTLEJ RIVER

Yash Innovative Solutions LLP

Aurangabad Maharashtra Client Circulation P a g e | 6

1.9 LOCATIONS OF SOURCE

Figure 1.9-1 – Location of Proposed Intake

Figure 1.9-2 – Location of proposed intake with Adjacent village

Name of Source:

Sutlej River, Shikrodi Village.

Proposed

Intake

Proposed

Head Work

Sunni

Shikrodi




1.10 LOCATIONS OF PROPOSED ALIGNMENT, SUMP AND PUMP HOUSES

Figure 1.10-1 – Alignment from Intake to WTP to Devidhar

Figure 1.10-2 – Alignment from Devidhar to Dummi

Proposed

Head Work

Proposed

WTP 42 MLD

Proposed

Sump & PH 11.27 ML

@ Devidhar

Proposed

Sump & PH 11.27 ML

@ Devidhar

Proposed

Sump & PH 11.27 ML

@ Dummi




Figure 1.10-3 – Alignment from Dummi to Sanjauli

Proposed

Sump & PH 11.27 ML

@ Dummi

Existing reservoir

@ sanjauli




1.11 PROJECT COST

Table 1.11-1 - Recapitulation Sheet

Sr. No.

Item of work Amount

(Rs in Lac)

1 Detail survey and investigation including consultancy services and site development etc.

L.S 53.00

2 Acquisition of Land for various structures Annexure-A 1970.61

3 Road Restoration and Plantation Annexure-B 540.00

4 Raw water stages at Shikrodi

Annexure-C 253.76

Annexure-D 1055.23

Annexure-E 204.72

4 Water Treatment Plant (42 MLD) at Shikrodi Annexure-F 2520.00

5 Desilting Tank at Shikrodi Capacity: - 10.50 ML Annexure-G 525.00

6 RCC sump well of 11.27 ML capacity each at Devidhar and Dummi

Annexure-H 1127.22

7 Earthwork for Rising Main Annexure-I 1318.59

8 Providing & laying of various rising mains Annexure-J 12010.84

9 HT Lines from Himachal Pradesh State Electricity Board Limited

Annexure-K 5791.19

10 Providing Erecting Substations at Shikrodi, Devidhar and Dummi

Annexure-L 1355.08

Annexure-M 1096.21

Annexure-N 1027.00

13 Pumping Machinery for Raw water and Pure Water Stages

Annexure-O 5017.50

16 Automation to Raw Water Pumping Machinery, Pure Water Pumping Machinery and WTP

Annexure-P 320.18

10 Construction of pump house cum attendant quarter 2 Nos. of 600 Sqm. Each at Devidhar and Dummi .

Annexure-Q

366.54

11 Construction of staff quarters Type-I,II & III. 610.90

12 Construction of bridges at various points. 291.00

14 Construction of 12 Km.5/7m wide Katcha road. 675.00

15 Solar Power Plant 500 Kwp Annexure-R 380.00




Sr. No.

Item of work Amount

(Rs in Lac)

16 Environmental Impact Assessment & Environmental Management Plan.(L.S)

L..S. 100.00

Net Total Rs. In Lac. 38609.57

Consultancy fees for detailed design, tender

documents, bid management and construction & supervision @2 % of cost

772.19

Add 3% contingency 1158.29

Gross Total Rs. In Lac. 40540.04

Gross Total Rs in Crore 405.40

The project is viable and planned to be completed in 36 months of time period.

YASH INNOVATIVE SOLUTIONS

LLP, AURANGABAD,

MAHARASHTRA

EXECUTIVE ENGINEER

SJPNL

MD CUM CEO

SJPNL




2. INFORMATION OF SHIMLA CITY

2.1 LOCATION OF SHIMLA CITY

Figure 2.1-1 - Location of Shimla City

2.2 LOCATION, CONNECTIVITY & DETAILS:

This town is situated south of river Sutlej in the east, traverse spur of Central Himalyas at

31o4΄ to 31o10΄ North and 77o5΄ to 77o15΄ East longitude. Shimla is also a district which

is bounded by Mandi and Kullu in the north, Kinnaur in the east, the state

of Uttarakhand in the south-east, and Solan and Sirmaur. The average height of the city

above mean sea level is 2130.0 m. The general topography of Shimla is hilly with

elevations varying between 2454 m above MSL. at Jakhoo hill to 1507 m above MSL in

Lal Pani area. The city is like an irregular crescent and situated at about 88 km from

Kalka. It covers an area of 9950 ha interspersed with exquisite scenic landscapes. The

city spreads over a unique combination of hills, spurs and valleys. The mountains of Kullu

and Spiti are in the north and the central range of eastern Himalayas stretches east and

southeast.

The city has congested built-up areas. Cutting of terrain in natural profile of land for

construction, haphazard development, traffic congestion, over concentration in central

area, unauthorized constructions, encroachment on road and public land have generally

affected the natural setting as well as the scenic beauty of the city.

City is connected to National capital Delhi by domestic airport situated at 23 km distance.

It is also connected by train. Nearest broad-gauge station is at Kalka 70 km from the




Shimla and connected by narrow gauge to Shimla. Shimla is well connected by the other

important cities by road transport.

Shimla was first constituted as Municipal Committee and subsequently converted into

Corporation with effect from 29th June 1969. At present Municipal Corporation of Shimla

consist of 25 wards having population of 171640 souls as recorded during 2011 census

operation. The geographical area coverage of MC, Shimla is approximately 22.07 Sq.

Km. The DPR has been planned taking into consideration of the water demand of Shimla

Planning Area.

2.3 CLIMATE & RAINFALL:

Shimla is on the map of international tourist centers on account of its being hill station

with salubrious climate and extraordinary natural and scenic landscapes. It maintains a

pleasant climate during summer month from April to mid-June followed by monsoon up

to end of September. The city experiences winter from September to March and cold

spells between the month of December and February when temperature ranges between

-4oC to 17oC. The temperature in summer month varies between 18oC and 32oC. Average

annual rainfall is recorded as 1179.8mm. The maximum and minimum annual rainfall

recorded so far is 1897mm in the 1995 and 456.37mm in the year 1987. Most of the

rainfall occurs in the month of June, July, August and September, which accounts for 70%

of annual rainfall.

2.4 DEMOGRAPHY

As of 2011 India census Shimla Planning Area had a population of 205260.The average

growth rate of population in last five decades is 28.70 %. There are many historical,

religious and tourist locations situated around the Shimla City. It is state capital and well

connected by national capital Delhi and nearby state capitals like Chadigarg, Jaipur.

Tourist from all over world visit Shimla due to well connectivity and vicinity of important

historical, religious and tourist points. Due to this commercial activities in the City are

significantly increased. Increased commercial activities lead to increase in population.

Considering all above facts and analyzing present scenario in the City it makes necessary

to take the average of all three methods for population forecasting. Accordingly, average

of Arithmetical increase, Incremental increase, and Geometric progression method is

taken for population forecasting.

2.5 HISTORY OF THE CITY

Its history goes back to the British days when it was first discovered as a beautiful scenic

location for summer resort. Its importance grew when it was declared summer capital of

Govt. of India in 1864 AD. The city further attained the status of capital of Himachal

Pradesh in the year 1966 AD after reorganization of the state’s boundaries.




2.6 SOCIO-ECONOMIC FEATURES

Natural resources play a key role in economic survival of the town as tourism and

agriculture are the main stay of the economy. The shift from agriculture to horticulture has

changed the economic pattern of the region as the city has become major centre for

collection and distribution. Per capita income is estimated to be Rs. 27486.0 per annum.

The key drivers of economic sectors for MC, Shimla are tourism, health area, education,

agri processing, trading hub etc.

The traditional small-scale industries like wool spinning, weaving, basket making and

metal work that use local resources are making tardy progress. There are about 450 small

scale and service industries operating in SPA.

Tourism is an important revenue earner to the state Govt. It employs nearly 4049 numbers

of workers. Shimla is an attractive destination for tourist from all over the world through

out the year. Topography of the town is characterized by interlocking spurs, narrow and

deep valley with high peaks and thick forest. Its salubrious climate and beautiful scenic

location attract large number of foreign tourists. It is easily accessible through

Chandigarh-Shimla National Highway No 22, Kalka-Shimla narrow gauge toy train and

by air from Delhi, Chandigarh and Kullu. Tourist population grew from 9,12,528 in 1998

to 21,97,795 in 2007.

2.7 MAP OF SHIMLA PLANNING AREA

Figure 2.7-1 – Map of Shimla Planning Area

CITY DEVELOPMENT PLAN - SHIMLA

Special Area Ghanahatti

Municipal Corporation Area Dhalli

Special Area Shoghi

Special Area Kufri

New Shimla

Tutu

ADMINISTRATIVE BOUNDARIES - SHIMLA PLANNING AREA

Cantonment Area

0 1 2 3 4 5 6 kms1

Special Area Shoghi




3. POPULATION FORECASTING & WATER DEMAND

3.1 POPULATION

Based on the historical population data, considering the infrastructure development in the

region population projections have been worked out with the Arithmetic Growth method,

Geometric Growth method and Incremental increase method. The details of the

forecasted population are as under.

The population data for the Shimla Planning Area is as below.

Table 3.1-1 - Population for last five decades

Stages considered for the design of the project are as follow.

Base Stage Year – 2020

Intermediate Stage Year – 2035

Ultimate Stage Year – 2050

Details of each method are as stated below

Arithmetical Increase Method

The Method is based on the assumption that population is increasing at a constant

rate. The rate of change of population with time is constant. This method gives low

value and is suitable for well settled and established communities.

Pn = P1 + n X

Where,

Pn = Population in nth decade

P1 = Population in latest decade

n = no of decades

X = Average increase per decade

Incremental Increase Method

In this method, in addition to arithmetical increase, incremental increase is added

once for each decade.

Pn = P1 + nX + n(n+1) Y/2

Where,


Sr. No. Year Population

1 1971 72870

2 1981 95851

3 1991 129827

4 2001 174789

5 2011 205260





n = no of decades

X = Ave. increase per decade

Y = Ave. Incremental Increase

Geometric Progression Method

This method based on assumption that future growth follows the geometric mean. This

method gives much higher value and mostly applicable for growing Citys and cities

having vast scope for expansion.

Pn = P1 x (1 + Geometric Mean ) n

Where,



n = no of decades

Population of the SPA as per 2011 census is 2,05,260. The decadal population growth of

the SPA and the projected population made by various methods is shown in following

Table. The population projection calculations are as below.

Table 3.1.2 Population of last five decades and decadal growth

Year Population Increase in

Decade

Incremental increase in

Decade

Rate of Growth per Decade

1971 72870

22981 0.3154

1981 95851 10995

33976 0.3545

1991 129827 10986

44962 0.3463

2001 174789 -14491

30471 0.1743

2011 205260

Total 678597 132390 7490 Rg =

Average 135719 33098 2497 0.2870

City shows low, medium and high rate of growth in various areas hence Population

forecast, made by the average of three methods- Arithmetic method, Incremental

increase method and Geometric progression method, seems to be rational. Hence, the

forecast, as made by the average of Arithmetic method, Incremental increase method

and Geometric progression method, is adopted




Table 3.1.3 Population Projection by various methods

Year

Arithmetical

Increase

Method

Incremental

Increase

Method

Geometric

Progression

Method

Average of AI,

II and GP

Methods

2020 235048 237183 257588 243273

2035 284695 294882 376091 318556

2050 334342 358198 549112 413884

Floating Population: The decadal growth of the Floating Population of SPA is shown in

Table 3.1.4. The projected floating population of the city is shown in Table 3.1.5.

Table 3.1.4: Decadal growth of the Floating Population*

Sr. No.

Year Population*

Increase in

Decade (X)

Incremental increase

(Y)

Rate of growth

per decade

Decadal growth

in %

1 1971 20000

2 1981 40000 20000 1.000 100.00

3 1991 60000 20000 0 0.500 50.00

4 2001 80635 20635 635 0.344 34.39

5 2011 140500 59865 39230 0.742 74.24

Total 120500 39865

Average 24100 30125 13288 0.598

*Ref.: WAPCOS Revised DPR, p.15

Table 3.1.5 Projected floating population of the SPA.

Sr. No.

Year n Arithmetic method

Incremental increase method

Geometric progression

method

Average of Incremental

increase method

and Geometric

progression method.

Graphical Method*

1 2020 0.9 193864 191735 204944 198340 187000

2 2035 2.4 230903 220747 275422 248084 215000

3 2050 3.9 267943 244157 370135 307146 225000

*Finally adopted

3.2 LAND USE PLAN

City Development Plan (CDP) of Town and Country Planning Department has recorded

Land use areas of the city for the year of 2004 and predicted land use areas for the year

2021 as shown in Tables 3.2.1 and 3.2.2 respectively.




Table 3.2.1: Land use areas for the year of 2004

SN Land Use Area (in Hectare)

% of urban area

% of Planning

Area

1 Residential 903.13 61.19 9.07

2 Commercial 25.22 1.71 0.25

3 Industrial 9 0.62 0.09

4 Tourism 21.7 1.47 0.22

5 Public & semi- public 138.78 9.4 1.39

6 Parks & open spaces 6 0.41 0.06

7 Traffic and Transportation 371.93 25.2 3.75

Total 1475.76 100

8 Agriculture, 2174.75 21.85

9 Forest 6080.15 61.12

10 Water bodies and undevelopable

land 219.34 2.2

Total 8474.24 85.17

Grand Total 9950 100

Table 3.2.2: Land use areas for the year of 2021

SN Land use Area in Hectare

% of Urban Area

% of Planning

area

1 Residential 2124 68 21.35

2 Commercial 51.2 2 0.51

3 Industry 17 1 0.17

4 Tourism 98 3 0.98

5 Public & Semi Public 274.28 9 2.76

6 Parks & Open Spaces 32 1 0.33

7 Traffic & Transportation 484.93 16 4.87

Total 3081.41 100

8 Agriculture 620.63 6.24

9 Forest 6028.62 60.59

10 Water bodies &

Undevelopable slopes 219.34 2.2

Total 6868.59

Grand Total 9950 100

From the Tables 3.2.1 and 3.2.2, it is to be noted that the land use areas in the year 2021

have been increased by reducing the Agriculture area. So, the total planning area of

1475.76 Ha which was considered in the year 2004 has been increased to 3081.41 Ha

for the prospective year of 2021.Land use areas as suggested by the Town and Country

Planning Department for the year 2021are considered as the base year is 2020.




As mentioned in other DPRs, the measured area of SPA is 11,199 Ha rather than earlier

reported 9950 Ha. Hence, land use percentages are computed for the year 2021 for the

measured areas and are shown in Column 5 of the Table 3.2.3

Table 3.2.3: Land use areas

S.N. Land Use

Area in Hectare % of

Urban Area

% of Planning

area 2001 2021 Measured

Area (2021)

1 2 3 4 5 6 7

1 Residential 903.13 2124 2391 68.93 21.35

2 Commercial 25.22 51.2 58 1.66 0.51

3 Industrial 9 17 19 0.55 0.17

4 Tourism 21.7 98 110 3.18 0.98

5 Public & semi- public 138.78 274.28 309 8.90 2.76

6 Parks & open spaces 6 32 36 1.04 0.32

7 Traffic and Transportation

371.93 484.93 546 15.74 4.87

Total 1475.76 3081.41 3468 100 30.97

8 Agriculture, 2174.75 620.63 699 6.24

9 Forest 6080.15 6028.62 6785 60.59

10 Water bodies and undevelopable land

219.34 219.34 247 2.20

Total 8474.24 6868.59 7731 69.03

Grand Total 9950 9950 11199 100.00

3.3 WATER DEMAND CALCULATION

As per CPHEEO, recommended water supply levels for cities with piped water supply

where sewerage system exists or being contemplated is 135 LPCD. Hence domestic

demand of water at the rate of 135 LPCD for the period of 30 years is calculated. All the

following data regarding demand calculation and design demand from the proposed

source on Sutlej River is finalized and approved by SJPNL.

Table 3.3.1: Domestic Water Demand

S.N. Design Stage

Year Population

Domestic Demand without Losses

Domestic Demand with 15% System

losses

1 2020 243250 Souls 32.84 MLD 38.63 MLD

2 2035 318467 Souls 42.99 MLD 50.58 MLD

3 2050 413674 Souls 55.85 MLD 65.70 MLD




As the Shimla is famous tourist location the floating population also contribute major part

of the total water demand. Demand for day tourist and overnight trippers is worked out at

the 45 LPCD and 135 LPCD rate of supply respectively.

Table 3.3.2: Floating Water Demand

S.N.

Design

Stage

Year

Day Tourist Overnight

Trippers

Floating

Demand

without

losses

Floating

Demand with

15% System

losses

1 2020 45333 Souls 23347 Souls 6.24 MLD 7.34 MLD



Also, other demands such as institutional, commercial, industrial, cantonment, satellite

town demand of water is worked on the basis of data provided by municipal Corporation.

Details of other demand are summarized as below.

Table 3.3.3 Other Demand

S.N. Details 2020 2035 2050

1 Institutional 7.89 MLD 10.62 MLD 14.29 MLD

2 Industrial 0.10 MLD 0.10 MLD 0.10 MLD

3 Cantonment 0.54 MLD 0.54 MLD 0.54 MLD

4 Additional Shimla

Planning Area 4.93 MLD 7.14 MLD 10.35 MLD

Demand without Losses

13.46 MLD 18.40 MLD 25.28 MLD

Demand with 15 %

System Losses 15.84 MLD 21.65 MLD 29.74 MLD

Presently two main sources supply around 40 MLD of water to the SPA. Hence the

demand for the design purpose of the project from Sutlej River is calculated by deducting

the capacity of current sources from total demand.




Table 3.3.4 Design Demand

S.N. Design Stage

Year

Total

Demand of

the SPA

Water Available

from Existing

Sources

Demand proposed

to be cater from

Sutlej River

1 2020 61.82 MLD 40.00 MLD 21.82 MLD

2 2035 81.67 MLD 40.00 MLD 41.67 MLD

3 2050 107.63 MLD 40.00 MLD 67.63 MLD

Proposed Source on Sutlej River near Shikrodi Village is hence being designed for the

demand shown in above table.




4. EXISTING WATER SUPPLY STATUS

4.1 HISTORY

Water supply for Shimla was originally executed in the year 1875 by bringing water

through gravity main from Dhalli catchment area for a population of 16000 persons. The

city grew over the years increasing its boundary as well as population with subsequent

augmentation of water supply to match the needs of the growing population. Though the

capacity after commissioning of augmentation schemes of water supply i.e. Nauti Khad

& Giri, is 54.54 MLD, presently only two sources are feasible for further utilization i.e. Giri

And Gumma. Both of these are presently supplying 40 MLD of water to SPA.

Figure 4.1-1 - History of Development of Water Supply System

4.2 EXISTING SOURCES

Presently there are seven sources of water for SPA as listed below.

1. Dhalli Catchment

2. Cherotand Jagroti

3. CheirNallah

4. Source Gumma at Nauti Khad to Carignano

5. Source at Gumma at Nauti Khad near Bridge

6. Ashwani Khed to Kasumpti

7. River Giri

Following table shows the details of existing sources, their capacities and area served.

Table. 4.2.1: Details of Existing Sources

SN

Source Existing Capacity (MLD)

Proposed

Capacity (MLD)

Name WTP/ Tank

Area served/ Reservoir Type Mode

of supply

1 Dhalli

Catchment Spring Gravity 0.45 0.00

1875 1884 1992

No systematic

potable water

supply till.

Presently city

gets 54.5

MLD water 1st reservoir of

9 ML capacity

was constructed

at Sanjauli

Last

augmentation

scheme29.5

MLD




SN

Source Existing Capacity (MLD)

Proposed

Capacity (MLD)

Name WTP/ Tank

Area served/ Reservoir Type Mode

of supply

2 Churat Nallah

Dalli filter

Dhalli Zone balance and sent to Sanjauli reservoir

3.5 0.00

3 Chair Nallah

Lambidhar

Kufri Surface 1.7 0.00

4 Gumma at Nauti Khad

Carignano

(a) Reservoirs: Sanjauli, Ridge, Mansfield,

Surface Gravity 16.75 21.77 (b) sectoral tanks:

Engine Ghar, North Oak, Bharari, Advace Study,

Sandal Chakkar and Totu

Gumma at Nauti Khad

near Bridge

Carignano

(a) Reservoirs: Sanjauli, Ridge, Mansfield,

Surface Gravity 4.54 (b) sectoral tanks: Engine Ghar, North Oak, Bharari, Advace Study,

Sandal Chakkar and Totu Pump

5 Ashwani

Khad Kasumpti

(1) Adjoining area and sectoral tanks located at

sector-1, 3 & 4 New Shimla, (2) Mans field

and then adjoining area and sectoral tank at

Knolls and Tuti Kandi and sump well of Kamna Devi Pump house wood

Surface Pumpi

ng 7.6 0.00

6 River Giri Dhalli

Adjoining area of Dhalli Zone and balance is received at Sanjauli

reservoir

Surface

Pumping

upto WTP and then by

gravity

20 18.23

Total 54.54 40.00

4.3 GUMMA SOURCE

Gumma Pumping Station (PH) gets water from two sources, namely, (i) Gumma source

and (ii) Nauti Khad intake




There are three sets of pumping machinery at Gumma which pumps the water to

Carignano Reservoir. Further reservoirs at Mashobara, Sanjauli, Ridge and Mansfield

lodge are feed by gravity from Carignano Reservoir.

Details of pumping machinery, discharge, head with year of commissioning is as shown in

following figure.

Figure 4.1-2 - Details of Gumma Pumping Station

Figure 4.1-3 - Key plan of water supply system from Gumma is as shown in figure below.




4.4 DHALLI CATCHMENT

An average of 0.45 MLD water is received from this source under gravity condition at

Dhalli filter. This is the source based on spring sources of the dense protected forest

known as Dhalli catchment. Due to shrinkage in spring water this source is not capable

to supply the considerable quantum of water hence supply from this source is not

considered for proposed project.

4.5 CHEROT & JAGROTI

From this source an average of 3.50 MLD of water is received which is collected at Dhalli

Filter. Part of this water is distributed in the adjoining area of Dhalli Zone and balance is

received at Sanjauli reservoir through gravity main from Dhalli filter. Due to shrinkage in

spring water this source is not capable to supply the considerable quantum of water hence

supply from this source is not considered for proposed project.

4.6 CHAIR NLLAH

From the source, an average of 1.70 MLD water is received which is pumped from Chair

source to storage tank at Lambidhar from where water is distributed to Kufri under SPA

Shimla. Due to shrinkage in spring water this source is not capable to supply the

considerable quantum of water hence supply from this source is not considered for

proposed project.

4.7 ASHWANI KHAD

From this source, about 7.60 MLD of water is pumped through two stages and received

at Kasumpti reservoir from where part of the water is distributed in the adjoining area and

sectoral tanks located at sector-1, 3 & 4 New Shimla are filled-up. The balance water is

again pumped from this reservoir to Mans field tank. From Mans field tank the water is

distributed in the adjoining area and sectoral tank at Knolls wood is also connected with

this water tank. In addition to this the sectoral tank at Tuti Kandi and sump well of Kamna

Devi Pump house is also fed. Due to shrinkage and contamination in spring water this

source is not capable to supply the considerable quantum of water hence supply from

this source is not considered for proposed project.

4.8 RIVER GIRI

From this source, about 20.00 MLD of water is pumped into Dhalli Treatment Plant and

further water is distributed in the adjoining area of Dhalli Zone and balance is received at

Sanjauli reservoir through gravity main from Dhalli filter. This source is proposed to utilize

for proposed project.




5. DESIGN CRITERIA

5.1 INTRODUCTION

The designs confirm to Manual of Water Supply & Treatments Third Addition of May, 1999

(CPHEEO Manual) with few modifications necessary for specific project needs. The

design parameters proposed shall be finalized after discussion with SPA. Also, recent

remarks raised by CPHEEO regarding the water supply projects are taken into

consideration for design of distribution system.

5.2 DESIGN PERIOD

The proposed scheme will be designed considering stages as follow.

Table 5.2-1- Design Stages

Base Year 2020

Intermediate Year 2035

Ultimate Year 2050

Component wise design period is considered as follow.

Table 5.2-2- Design Period

WTP, Reservoirs and Pumping Machinery

15 years after execution period

Head Work, Raw Water & Pure Water Leading Mains and Distribution Network

30 Years after execution period

5.3 WATER DEMAND

Water domestic demand will be calculated at 135 lpcd rate of water supply for the

projected population in the year 2020, 2035 and 2050 with necessary provision for

miscellaneous demand and the system losses at 15%. In addition to domestic demand,

institutional demand, other demands in each ward of the City are worked out and

projected for each design stage appropriately. Institutional demands are calculated at rate

of supply specified as per CPHEEO.

5.4 SYSTEM LOSSES

Total system losses from source to consumer end shall be considered as 15%.

Table 5.4-1 - Brake up of Losses

Stage Losses

Distribution System 10%

Pure Water Conveying mains 3%

Water Treatment Plant 1%

Pure Water Conveying mains 1%

Total 15%




5.5 PUMPING SYSTEM

There will be provision of 50% standby for the pumping machinery more than 1000 HP

and 100% for the pumping machinery less than 1000 HP in proposed Water Supply

project.

5.6 HOURS OF SUPPLY

The pumping system if required will be planned based on the analysis of the distribution

system. Generally whole system is to be designed for 24 hours of supply.

5.7 MINIMUM DIAMETER OF PIPELINE FOR RISING MAIN

The minimum size as calculated by the computerized analysis for “Economic size of rising

main” will be adopted for the rising main. Also, diameter will be checked for water hammer

calculations and maximum permissible velocity. According to all above checks diameter

will be adopted.

5.8 STORAGE

Figure 5.8-1 – Elevated Storage Reservoir

i. Capacity

For zones where new reservoirs, are to be proposed, capacity will be kept at 8 hours

requirement of that zone for Intermediate stage (year 2035).

For zones where there are existing reservoirs, no new reservoir will be proposed if

existing reservoir is having capacity to fulfill at least 6 hour demand of that zone.




For zones where there are existing reservoirs having capacities less than 6 hours, new

additional reservoirs will be proposed of capacity such that storage capacity of existing &

new reservoir proposed will together be of 8 hrs of Intermediate stage requirement of that

zone.

ii. Staging Height

As per recommendation of CPHEEO manual, Para 10.3.6, staging height of new

reservoirs will be kept between 15 m to 20 m. However, due consideration will be given

to maintain at least 12 m terminal pressure is the system as per CPHEEO manual para

10.3.3 and also, economic analysis of feeder mains (existing as well as to be proposed)

in order to avoid boosting in system as for as possible.

5.9 SURGE PROTECTION

Water hammer analysis will be carried out for rising main and appropriate surge protection

device will be provided.

5.10 METERING

Figure 5.10-1 Flow Meters

i. Bulk Meter:

Bulk Meter shall be provided at the reservoirs inlet and outlet as well as bifurcation

points in the zone to correctly assess the quantity of the water supplied.

ii. Domestic Water Meter

The domestic meters used for the residential/house connections will help in creating

awareness in the people about the usage of water. Metering will be useful to accurately

quantify the consumption made by the individual house connections and will also increase

the revenue of the municipal Corporation. Metering will limit the excessive usage of the

water, as more usage means more billing to the consumer. This will also help to change

the mindset of people that water is not free.

Proper implementation of metering will help in quantifying in the Unaccounted-for Water

(UFW) and may eliminate the Non-Revenue Water (NRW).




Provision of domestic and bulk meters will increase the revenue of the Municipal

Corporation.

The metering is also necessary for implementation of 24x7 water supplies.

5.11 SYSTEM SAFETY

Figure 5.11-1- Safety Valves

Various appurtenances such as Air Valves, sluice valves

/ Butterfly valves, scour valves, pressure relief valves with

anchor blocks, thrust blocks etc. will be provided on the

pipe lines.

5.12 PIPES

Figure 5.12-1- API Pipes

The American Petroleum Institute

specification API 5L covers seamless and welded

steel line pipe. This is steel pipe for pipeline

transportation systems in the petroleum and

natural gas industries. API 5L is suitable for

conveying gas, water, and oil. Size range is limited

only by manufacturer's capabilities. The C value

of the theses pipes is taken as 140.00. Apart from

that the jointing of the pipeline is also simple and

there is no issue of availability of pipes and

specials.

5.13 WATER TREATMENT PLANT

The aim of water treatment is to produce and maintain water that is hygienically safe,

aesthetically attractive and palatable, in an economic manner. Method of water

treatment to be employed depends on the nature of raw water constituents and

desired standards of water quality. Raw water quality at source, which may be ground

water or surface water, has considerable effect on the water treatment method. The

plant will be completely automated with SCADA and PLC and having a connectivity

to the centre command centre based at Shimla. As the Source contains lot of silt it is

necessary to provide pre-sedimentation process.




5.14 WATER QUALITY

The safe water supply to consumers is to ensure that the water supplied is free from

pathogenic organisms, clear, palatable and free from undesirable taste and odour, of

reasonable temperature. The establishment of minimum standards of quality for

public water supply is very much essential to achieve safe drinking water. The

physical and chemical quality of drinking water in accordance to BIS code IS: 10500-

1991 guidelines presented in below Table

Summary of Design Parameters

Table 5.14-1 - Design Parameters.

1. Design Approach 24 x 7 water supply with metering

2. Design Period 30-year period starting 2020

i.e. year 2050

3. Design Population (Ultimate

stage) 413674

4. Per Capita Supply 135 lpcd for domestic supply

5. Peak Factor 1.0 (24 hrs supply)

6. Minimum pipe diameter As per economical dia

7. Velocity Head 4.00 m

8. Pipe Materials API 5L X65 grade

9. ‘C’ Value 140

10. Reservoir Capacity For detention period of 4 hrs




6. PROPOSED PROJECT

6.1 GENERAL

The detailed project report has been prepared with reference to the existing water supply

facilities available with the SPA. This DPR is prepared for the project of Bulk Water supply

from the Sutlej River.

The project has been planned to receive equitable water supply to the City. Planning also

involves to minimize the unnecessary pumping.

6.2 SOURCE CONSIDERATION:

Shimla City is located at an altitude of 2276 m above MSL. After calculating the total water

demand of the City, it founds that a strong source of water which will be able to cater the

water demand throughout the year is most important factor. Accordingly, study of all

possible sources nearby the City is conducted. Some of the existing sources are

proposed to utilize. But city’s design stage demand is around 107 MLD against the

present supply of 40 MLD. There is deficit of about 67 MLD. No assured source is found

nearby the town capable to cater the demand of 67 MLD. The only assured source is the

River Sutlej flowing at around 20 Km distance from the town. There are three major

irrigation projects at distance more than 50 km.

In proposed project LSL at source is 600 m and Final discharge point RL at Sanjauli

reservoir is around 2260. Hence there is huge static difference 1660 m in head. Also,

quantity of water to be lifted is much more. Therefore, it is necessary to provide the

pumping in stages.

Accordingly, Pumping is proposed in following stages

1. Raw Water Stage – From Jack well to WTP

2. Pure Water Stage 1 – From WTP to Devidhar

3. Pure Water Stage 2 – From Devidhar to Dummi

4. Pure Water Stage 3 – From Dummi to Sanjauli

6.3 GEOTECHNICAL INVESTIGATIONS:

Geology of Shimla indicates sub Himalayan characteristics. The rock found in the project

area have undergone three distinct generations of deformations resulting in variation of

altitude of formation. Carbonaceous, Phyllite, local bands of quartzite and lime stone

forming Jutog group of rocks occupy main Shimla area and extends from Annadele–

Chura Bazar-prospect hill-Jakhoo-U.S. club and high land area whereas shales, slate,

greywacke quartzite, local conglomerates and dolomites forming Shimla group of rocks

are found in Sanjaulli and Dhalli area.




6.4 PRELIMINARY LAND ACQUISITION / TRANSFER REQUIREMENTS

IPH department had issued the certificate regarding land availability. Photocopy of the

same is attached herewith.

Table 6.4-1 - Land Availability

6.5 AVAILABILITY OF WATER AND WATER RESERVATION

IPH department had issued the certificate regarding water availability. Photocopy of the

same is attached herewith.

Table 6.5-1 - Water Availability




6.6 HEAD WORKS: -

6.6.1) Jack well and Pump House:

Jack well for the proposed water supply project is proposed near the Shikrodi village on

the bank of Sutlej River. Construction will be RCC M-300 with over headed pump house

in RCC and brickwork. Size of Jack well and Pump house is proposed to keep as per

space requirement for pumps. Rose pieces of appropriate sizes are proposed at specified

levels so as to make provision for required inflow of water into Jack well. Separate room

is proposed for installation of electrical equipment beside the approach bridge.

6.6.2) Approach Bridge:

Approach Bridge of width 7.50 m width and required length is proposed for the access to

Jack well and pump house. Raw water rising main will be laid on one side of Bridge resting

on the chairs from the maintenance point of view. A panel room of appropriate size is

proposed adjoining to approach bridge. Provision for street lighting is also made.

6.6.3) Approach Channel

Approach channel of required 50.0 m length is proposed to access the inflow of water into

Jack well. Bottom level of channel is proposed to kept so that water below the minimum

draw down level can be taken. Approach Channel is designed for the twice the value of

ultimate demand of the City.

6.7 RAW WATER RISING MAIN: -

Raw water rising main is of API 5L X 65 grade pipe designed for the ultimate demand of

the City. Supply for the 24 hours is considered. Design is based on computerized analysis

for economical diameter. Diameter is also checked for water hammer calculations and

maximum permissible velocity. Accordingly, diameter is proposed. Air valves are

proposed of cast steel material as total working pressure is exceeding the value of 250

N/mm2

Table 6.7-1- Raw Water Rising Main

Name of Sub work Raw Water Rising Main

Alignment From Jack well to WTP (Near Shikrodi)

Length 0.2 Km

Outer Diameter 762 mm

Material API 5L X 65

Design Discharge 67.63 MLD

Supply Hours 24

Floor level at PH 636.00 m

Discharge Point RL 664.18 m




6.8 RAW WATER PUMPING MACHINERY: -

Proposed raw water pump is now designed for the demand of intermediate stage 2035.

Pumping will be done for 24 Hrs to fulfill the demand of City. A separate HT express

feeder is proposed from the nearest substation.

Table 6.8-1- Raw Water Pumping Machinery

Name of Sub work Raw Water Pumping Machinery

Location Jack well on Sutlej River

Type Vertical Turbine

HP 365 ( 2 working + 2 stand by)

Stand By 100%

LSL in Jack well 600.20 m


Discharge 540.20 LPS

Total Head 69 m

Hours of pumping 24

6.9 WATER TREATMENT PLANT: -

Conventional WTP of 42.00 MLD is proposed near the jack well. It is near the village

Shikrodi accessible by road. Capacity of WTP is worked out for the demand of the City at

intermediate stage 2035. As the raw water contains high amount of silt, desilting treatment

is necessary. Desilting tank for 6 hrs detention period is proposed. Also, post treatment

for prevention of viral contamination is necessary as there is history of contamination

occurs due to various organisms.

Table 6.9-1- Water Treatment Plant

Name of Component Water Treatment Plant

Location Near jack well at Shikrodi

Type Conventional

FSL of Desilting tank 664.18

Capacity 42.00 MLD

Hours of Pumping 24 Hours

LSL of pure water sump 654.18.00

Pre-treatment Desilting and pre-chlorination

Post-treatment Disinfection

6.10 PURE WATER STAGES I, II and III

6.10.1) PURE WATER RISING MAIN

Pure water rising main is of API 5L X 65 grade pipe designed for the ultimate demand of

the City. Supply for the 24 hours is considered. Design is based on computerized analysis




for economical diameter. Diameter is also checked for water hammer calculations and

maximum permissible velocity. Accordingly, diameter is proposed. Air valves are

proposed of cast steel material as total working pressure is exceeding the value of 250

N/mm2. For taking care of fluctuating pressure due to highly undulated topography, water

hammer control devices are proposed depending upon the surge analysis.

Table 6.10-1- Pure Water Rising Main Stage I

Stage I

Alignment From WTP to Devidhar

Length 2.294 Km


Thickness 7.92 mm



Supply Hours 24


Discharge Point RL 1312.26

Table 6.10-2- Pure Water Rising Main Stage II

Stage II

Alignment From Devidhar to Dummi

Length 8.312 Km


Thickness 7.92 mm to 12.70 mm



Supply Hours 24



Table 6.10-3- Pure Water Rising Main Stage III

Stage III

Alignment From Dummi to Sanjauli

Length 10.065 Km


Thickness 7.92 mm to 9.53 mm






Stage III

Supply Hours 24



6.10.2) PURE WATER PUMPING MACHINERY: -

Proposed pure water pump is now designed for the demand of intermediate stage 2035.

Pumping will be done for 24 Hrs to fulfill the demand of City. A separate HT express

feeder is proposed from the nearest substation.

Table 6.10-4- Pure Water Pure Water Pumping Machinery stage I

Stage I

Location Sump at Devidhar

Type Horizontal Multistage Pump

HP 1175 (6 working + 3 stand by)

Stand By 50%

LSL in Sump 654.18 m



Total Head 667 m

Hours of pumping 24

Table 6.10-5- Pure Water Pure Water Pumping Machinery stage II

Stage II

Location Devidhar to Dummi



Stand By 50%




Total Head 530 m

Hours of pumping 24

Table 6.10-6- Pure Water Pure Water Pumping Machinery stage II

Stage III

Location Dummi to Sanjauli





Stage III


Stand By 50%




Total Head 466 m

Hours of pumping 24

6.10.3) PURE WATER SUMP, PUMP HOUSE AND STAFF QUARTER: -

Pure Water Sumps are proposed at Devidhar and Dummi. The detention period for the

sump is proposed to keep for 4 hrs. Accordingly, capacity of sump comes to 11.27 ML.

Pump house of 600 Sqm is proposed to accommodate pumping machinery with all allied

equipment. Provision of quarters for attendant as well as other supporting staff is

proposed for the convenience to staff and better monitoring of the system near each

pumping station.

6.11 AUTOMATION

In order to have better control on operation of WTP and optimize the man power, chemical

and electricity expenses as well as for daily water quality report generation, automation

of WTP is proposed in this project. Ultrasonic level transmitter, turbidity, PH, Residual

Chlorine sensors, PLC based control monitoring and communication system, butterfly

valves with electric actuators are the components of this sub work. In addition to this

pressure transmitter and residual chlorine analyzer are provided for each zone in

distribution system.

6.12 EXPRESS HT FEEDER AND SUBSTAION

For one raw water and three pure water pumping stages, three electric substations are

required of capacity around 10, 7 and 6 MVA at Shikrodi, Devidhar and Dummi

respectively. Express HT feeder main shall also require to laid from nearest power station.

Quotation from the state electricity department has been taken and provision is made

accordingly.

6.13 500 KW SOLAR PLANT

A solar power plant of 500 KW is proposed at the WTP premises. It will help for plant

electrification and reduction of electricity expenses. Roof top of all buildings in WTP

premises are proposed to utilize for the erection of solar power plant. Hence no additional

land is required.




6.14 COMPOUND WALL

In order to safeguard the automized WTP campus and sump and pump house located at

Devidhar and Dummi, compound wall with RCC framed structure and brickwork, plaster,

panting is proposed.




7. PROJECT COST

7.1 RECAPITULATION SHEET

The detailed cost estimates have been prepared on the basis of the detailed design

based on local conditions with due consideration to parameters likes it preparation,

civil works and equipment. The rates considered for estimation are based on rate

analysis done within the department and where rate analysis not done used quotation

from the market.

Table 7.1-1 Recapitulation Sheet

Sr. No.

Item of work Amount

(Rs in Lac)

1 Detail survey and investigation including consultancy services and site development etc.

L.S 53.00




Annexure-C 253.76

Annexure-D 1055.23

Annexure-E 204.72


5 Desilting Tank at Shikrodi Capacity: - 10.50 ML Annexure-G 525.00

6 RCC sump well of 11.27 ML capacity each at Devidhar and Dummi

Annexure-H 1127.22



9 HT Lines from Himachal Pradesh State Electricity Board Limited

Annexure-K 5791.19

10 Providing Erecting Substations at Shikrodi, Devidhar and Dummi

Annexure-L 1355.08

Annexure-M 1096.21

Annexure-N 1027.00

13 Pumping Machinery for Raw water and Pure Water Stages

Annexure-O 5017.50

16 Automation to Raw Water Pumping Machinery, Pure Water Pumping Machinery and WTP

Annexure-P 320.18

10 Construction of pump house cum attendant quarter 2 Nos. of 600 Sqm. Each at Devidhar and Dummi .

Annexure-Q

366.54

16 Environmental Impact Assessment & Environmental Management Plan.(L.S)

L..S. 100.00

Net Total Rs. In Lac. 38609.57

Consultancy fees for detailed design, tender documents,

bid management and construction & supervision @2 % of cost

772.19

Add 3% contingency 1158.29

Gross Total Rs. In Lac. 40540.04

Gross Total Rs in Crore 405.40








8. OPERATION AND MAINTENANCE

The objective of an efficient operation and maintenance of a water supply system is

to provide safe drinking water as per designed quality and quantity, with adequate

pressure at convenient location and time at competitive cost on a sustainable basis

“Operation refers to timely and daily operation of the components of a Water Supply

system such as headwork’s, treatment plant, machinery and equipment, conveying

mains, service reservoirs and distribution system etc., effectively by various technical

personnel, as a routine function.”

“Maintenance is defined as the act of keeping the structures, plants, machinery and

equipment and other facilities in an optimum working order. Maintenance includes

preventive / routine maintenance and also breakdown maintenance. However,

replacements, correction of defects etc. are considered as actions excluded from

preventive maintenance. Operation and maintenance requirements described in

following sections are in lined with Manual on Operation and Maintenance of Water

Supply Systems, CPHEEO, Ministry of Urban Development, 2005 and Operation and

Maintenance Manual for Rural Water Supplies, Ministry of Drinking Water and

Sanitation, Go I, New Delhi, 2013

8.1 NECESSITY OF MAINTENANCE

The large investments will be required to construct utilities intended to provide

facilities for water supply will become unproductive in the sense that the objective for

which they have been installed is not achieved mainly on account of poor

Maintenance. Often the investments become unproductive, and a larger amount of

money is required to replace and rebuild the system components. Interruptions in

service occur owing to the breakdown of equipment as a result of poor

maintenance.

Some of the key issues contributing to the poor Operation & Maintenance have

been identified as follows:

i) Lack of finance, inadequate data on Operation & Maintenance

ii) Inappropriate system design; and inadequate workmanship

iii) Multiplicity of agencies, overlapping responsibilities

iv) Inadequate training of personnel

v) Lesser attraction of maintenance jobs in career planning

vi) Lack of performance evaluation and regular monitoring

vii) Inadequate emphasis on preventive maintenance

viii) Lack of Operation Manual

ix) Lack of appreciation of the importance of facilities by the community




x) Lack of real time field information etc.

8.2 MAINTENANCE SCHEDULE

A maintenance schedule is required to be prepared to improve the level of

maintenance of water distribution networks and house connections through

improved co-ordination and planning of administrative and field work and through

the use of adequate techniques, equipment and materials for field maintenance.

The schedule has to be flexible so that it can achieve team action with the

available vehicles and tools.

Co-ordination of activities is required for spares and fittings, quality control of

materials used and services rendered.

Training of maintenance staff shall include training to achieve better public

relations with consumers apart from the technical skills.

8.3 ACTIVITIES IN MAINTENANCE SCHEDULE

Following activities are to be included in the schedule

Establishment of procedures for setting up maintenance schedules and obtaining

and processing the information provided by the public and the maintenance

teams.

Formation of maintenance teams for each type of service with provision for

continuous training.

Establishment of repair procedures for standard services.

Specification of appropriate tools.

Allocation of suitable transport, tools and equipment to each team Establishment

of time, labor and material requirement and output expected; time required and

other standards for each maintenance task, and

Monitoring the productivity of each team.

8.4 O&M FOR THE WATER SUPPLY PROJECT

The following aspects on O&M of water supply system shall be implemented in the

project town.

8.5 O&M FOR PUMPING STATION

According to available data the specific capacity of pumps should be measured at

regular intervals either monthly or bi-monthly and it should be compared with the

original specific capacity. As soon as 10 to 15% decrease in specific capacity is




observed steps should be taken to determine the cause and accordingly corrective

measures should be taken. Rehabilitation procedures should be initiated before the

specific capacity has declined by 25%. A check list given below can be used to

evaluate the performance of a well:

(I) Static water level in the intake well,

(II) Pumping rate after a specific period of continuous pumping,

(III) Specific capacity after a specified period of continuous pumping,

(IV) Sand content in a water sample after a specified period of continuous

pumping,

(V) Total depth of the well,

(VI) Efficiency of the well,

(VII) Normal pumping rate and hours per day of operation,

(VIII) General trend in water levels in wells in the area,

(IX) Draw down created in the production well because of pumping of nearby

wells.

(X) A significant change in any of the first seven conditions listed above indicates

that a well or pumping rate needs attention.

8.6 PROBLEMS IN TRANSMISSION MAINS

The followings are the main problems occurred in distribution system:

1. Leakage

2. Air Entrapment

3. Water Hammer

4. Lack of Records/ Maps etc.

A maintenance schedule is required to be prepared to improve the level of

maintenance of water supply Transmission system through improved co-ordination

and planning of administrative and fieldwork and through the use of adequate

techniques, equipment and materials for field maintenance. The schedule has to be

flexible so that it can achieve team action with the available vehicles and tools. Co-

ordination of activities is required for spares and fittings, quality control of materials

used and services rendered. Training of maintenance staff shall, apart from the

technical skills, include training to achieve better public relations with consumers.

Fol lowing act iv i t ies are to be inc luded in the schedule:

1. Develop and conduct a surveillance program for leaks in pipelines, pipe joints

and valves,




2. Develop and conduct a water quality surveillance program,

3. Develop and conduct a program for locating and repairing leaks including

rectifying cross connections if any, arrange for flushing, cleaning and

disinfecting the mains,

4. Establish procedures for setting up maintenance schedules and obtain and

process the information provided by the public and the maintenance teams

about the pipeline leaks,

5. Establish repair procedures for standard services and with provision for

continuous training of the team members,

6. Procure appropriate machinery, equipment and tools for repair of leaks and

replacement of pipes and valves,

7. Allocate suitable transport, tools and equipment to each maintenance team,

8. Establish time, labor and material requirement and output expected, time

required and other standards for each maintenance task, and

9. Arrange for monitoring the productivity of each team.

8.7 MAINTENANCE OF PIPELINES

Pipeline bursts/main breaks can occur at any time and the O & M agencies shall

have a plan for attending to such events. This plan must be written down,

disseminated to all concerned and the agency must always be in readiness to

implement the plan immediately after the pipe breaks reported.

After a pipe break is located, determine which valve is to be closed to isolate the

section where the break has occurred. Some important consumers may be on the

transmission system and having an industrial process dependent on water supply

which cannot be shut down as fast as the water supply lines are cut off and should

be notified about the break down. These consumers have to be informed about the

probable interruption in water supply and also the estimated time of resumption of

water supply. After the closure of the valve the dewatering/mud pumps are used to

drain the pipe break points. The sides of trenches have to be properly protected

before the workers enter the pit. The damaged pipe is removed, and the

accumulated silt is removed from inside the pipe and the damaged pipe is replaced

and the line is disinfected before bringing into use. A report shall be prepared

following every pipe break about the cause of such break, the resource required.

8.8 RECORDS AND REPORTS

A record system has to be developed which should be realistic and apply to the

operating problems involved in the distribution system. Management must be clear as

to why the data/information is collected, as to who will review the data and who will

respond to the results of review. The most efficient way to keep records is to plan what




data is essential and then prepare the formats followed by the persons concerned for

filling of the data, frequency and to whom the record is to be sent for review and report.

Sample records to be maintained are given below for guidance:

Updated system map.

Pressure and flow readings at selected monitoring points.

Persistent low pressure or negative pressure areas.

Age of pipes/quality of pipes Pipelines to be replaced. Presence of corrosive

water in the system.

Water budget for each zone served by one SR.

Number of Connection Given,

Number of meters out of order.

Status of fire hydrants and public taps.

Quantity measured at outlet of reservoir.

Quantity distributed/measured or billed.

Source of leaks and persistent leak points.

Status of bulk meters - function or not.

Status of consumer meters.

Facilities for repairs of consumer meters.

Number of unauthorized connections.

Residual chlorine levels at the pre-selected monitoring points.

Bacteriological quality of the water sampling points.

Persistent areas where residual chlorine is absent/where bacteriological samples are unwholesome.

Record on carrying out repairs on the following works and its cost:

i. The pipe line leaks or replacement of pipes.

ii. Change of gland ropes of the valves in distribution system.

iii. Replacement of parts.

iv. Replacement of manhole covers

Record on man hours spent on routine operations in the distribution system in the previous year and the cost thereof.

Record on total cost of repairs and replacements in previous year along with breakup of material cost and labor cost with amount spent on outside agencies for repairs and replacements.

Record on when the exposed piping was last painted and the cost of materials and labor cost thereof.

Record on the un-served areas - extension of pipelines- need for interconnections.




8.9 REPORTS

With the accumulation of all essential data a report can be prepared evaluating the

O&M of the facility. The report can identify the deficiencies in the system and its

appurtenances and then plan future repairs to the network or valves and other

equipment or for replacement of defective valves or other equipment or additions and

extensions to the distribution network.




9. ENVIRONMENTAL IMPACT ASSESSMENT

9.1 NEED FOR THE EIA

The objective of the project is to provide an efficient operation and maintenance of a

water supply system with safe drinking water. The EIA study aims to provide

sustainable development of the project and to address the impacts caused due to

project development and provide the following:

• Minimize potential adverse impacts on environment

• Provide mitigation measures for construction and operation phase

9.2 SCOPE OF THE EIA STUDY

The scope of EIA study includes the following

• Baseline environmental status of the project area.

• Assess Environmental impacts of the project

• Provide Mitigation Measures due to project activities

• Prepare Environmental Management Plan

9.3 ENVIRONMENTAL IMPACTS OF THE PROJECT

Although the project will have the above mentioned beneficial impacts on the

community, but there will some negative impacts during construction and operation

phases. The intensity of potential impacts may be reduced by adopting mitigation

measures as follows:

9.4 SITE CLEARANCE

The site clearance is required to setting up the construction activities of the project.

The activity involves the clearance of shrubs and bushes from the construction site.

Mitigation Measures

No illegal felling of trees

Debris shall be stored properly and disposed to the low-lying areas as identified

by Municipal Council.

9.5 PUBLIC SAFETY

The proposed project activities shall be carried out in the residential areas and

contractor has to give utmost care to minimize inconvenience to the public.

Mitigation Measures

Excavated pits shall be kept open for the minimum possible time.

Temporary fences shall be provided near construction sites especially around

deep excavated areas, located in the vicinity of schools, temple/ mosque, places

of public concentrations

Use and movement of heavy and mobile equipment shall be monitored. All the




drivers and operators should have valid license for operating such equipment.

Warning signs boards and signals in appropriate locations preferably 50m from

the construction sites shall be place. The warning sign boards shall be in Hindi.

9.6 ACCESS MANAGEMENT

During construction, especially in residential areas, contractor shall plan their work in

such a way that vehicular and human movement is not disturbed.

Mitigation Measures

Special safety measures in case of temple / mosque and public places for access

Special safety measures for access for children to schools;

Special safety measures for access of patients to hospitals;

9.7 STORAGE OF CONSTRUCTION MATERIALS

The requirement for storing the construction materials during execution phase for

different activities has to be confined appropriately inside the premises/storage yard.

In any case, waste materials should not be allowed to dump in haphazard way inside

the construction sites.

Mitigation Measures

However, temporary storage facility may be permitted under the following conditions:

Minimum period of temporary storage should be minimum in public place;

No disturbance to existing access;

No residual material shall be allowed to be left at site after consuming the same

9.8 GOOD HOUSEKEEPING AT CONSTRUCTION SITES

The contractor has to maintain good housekeeping at construction sites. Some of the

mitigation measures are as follows:

Mitigation Measures

Construction sites shall be kept free of clutter and debris.

Limited quantity of material shall be stored at construction sites

Place trash and debris in the proper receptacles located conveniently throughout

the job site.

Remove combustible materials such as wood and paper from the site promptly.

Keep form and scrap lumber with protruding nails cleared away from work areas,

passageways

Remove or bend over protruding nails prior to disposal and storage.

Keep storage, staging, and work areas, along with walkways on the construction

site, free of obstructions and debris.

Store tools and materials neatly and out of the way in storage bins or lockers and




keep flammable or hazardous wastes, if any, in covered, segregated waste

containers.

Disposal of debris and loose materials to identified sites.

Place protective guards across areas where workers may could fall or could face

an impalement hazard.

Construction sites shall be kept free of water logging or stagnation of water

Construction sites in built-up areas, adjacent to a public way, shall be suitably and

sufficiently fenced off and provided with controlled access points to prevent the

entry of unauthorized persons.

First aid box and firefighting equipment shall be provided at site.

Proper drinking and sanitation facilities shall be provided at site.

9.9 WATER POLLUTION

Dumping of construction debris or solid waste in the water body and improper

drainage in and around the construction sites may be one of the sources of the water

pollution during implementation phase.

Mitigation Measures

No washing of vehicles or equipment shall be permitted near the water source.

Construction debris shall not be disposed to the water sources.

9.10 NOISE POLLUTION

Various construction activities at generate high noise levels and will be a source of

noise pollution especially in rural residential areas.

Mitigation Measures

Machineries as well as equipment shall be maintained properly.

No noise generating equipment shall be allowed at construction sites.

Generator etc. shall be properly enclosed, and proper padding shall be placed below

such machinery to reduce vibration.

Special care must be taken near religious structures, schools, hospitals etc.

Machineries/equipment/vehicles shall meet the noise emission requirement of the

state pollution control board, HP.

9.11 AIR POLLUTION

The source of air pollution at sites may be vehicle movement, fugitive dust emission

from the construction sites, and loading and unloading of construction material.

Mitigation Measures

Properly maintained vehicles and equipment shall be used

Construction debris shall not be allowed to remain unattended at construction sites

Workers working in dusty areas such as concrete mixing equipment shall use




stringently nose masks.

Machineries/ equipment/ vehicles shall meet the emission standards as stipulated by

the State Pollution Control Board, HP

9.12 OCCUPATION SAFETY AND HEALTH ASPECTS

The contractor has to ensure occupation safety and health aspects by taking the

following mitigation measures:

Personal protection equipment (PPE) such as safety helmets, safety shoes, nose

masks, and ear plugs shall be provided to the workers and shall be used stringently

by the construction workers.

Contractor has to provide a first aid box at site offices and is to maintain update

information of nearest dispensary where the emergency may be dealt.

9.13 IMPACTS FROM CONSTRUCTION CAMPS

Generation of sewage and domestic waste will be the main source of pollution from

construction camps. Such wastes shall be properly disposed of in the

approved/designated landfill sites. Improper management of such waste may have

the following adverse impacts in the neighboring areas by providing:

A breeding ground for mosquitoes,

An unaesthetic view of the area,

Health and hygiene-related problems

9.14 OTHER IMPACTS

Some short-term impacts may take place during the construction phase, - the locations

and contexts of such impacts are:

a) Site Office

Temporary impacts may occur due to construction of site offices and labor camps.

These impacts are likely to be marginal and can be mitigated by sensitizing and

educating the workers

b) Equipment Storage and Machinery Maintenance

The site area should have a proper maintenance shed for regular maintenance of the

construction vehicles. The waste emanating from the maintenance shed should not be

allowed to spread over the construction site. Oil and grease change of equipment and

vehicles should be carried out in the service areas designated for vehicles. Wastes

should be collected and disposed of properly and expeditiously.

c) Employment Opportunities




Construction activities can provide employment opportunities to the local population

and residents of the neighboring area. People may come to provide labor or service

the construction camps. It is necessary to ensure that after completion of construction

work, such temporary establishments are removed promptly and not used for setting

up squatter colonies.

d) Property Access

Access to buildings in sites where construction activities are going on will be

affected, leading to minor economic loss. Such minor impacts will be restricted to the

construction phase only. However, temporary access to such premises should be

provided and such areas should be restored at the earliest.




10. PROJECT BENEFITS

Economic, industrial and commercial growth of any area is primarily depending upon

availability and utilization of the natural resources. SHIMLA city will get tremendous

benefits from the 24x7 water supply scheme. Some of the beneficiaries of the 24x7 water

supply scheme for SHIMLA are focused below.

A. Citizens will get better urban services and eventually leads to improvement/ upliftment

of lifestyle

B. Positive positioning of Shimla city

C. Improvement in hygiene

D. Investment in and around Shimla City

E. Restrict the migration of Shimla to other urban centers

F. Will create employment opportunities through new investments by large industrial

players

G. Shimla will be positioned as sustainable city in Country

DESIGN

STATEMENT

SHIMLA JAL PRABANDHAN NIGAM LIMITED Design

2017 2020 2035 2050 2017 2020 2035 2050 2017 2020 2035 2050

A Domestic Demand

Population Census of India 2001-2011 225119 235048 284694 334340 226317 237182 294880 358196 230068 243250 318467 413674

Domestic Demand 135lpcd 30.4 31.7 38.4 45.1 30.6 32.0 39.8 48.4 31.1 32.84 42.99 55.85

B Floating population demand 45 lpcd per day 44000 45333 52630 61102 44000 45333 52630 61102 44000 45333 52630 61102

Over night tripers 135 lpcd per overnight stay 22000 22667 26315 30551 22000 22667 26315 30551 22000 23347 31421 42289

5.9 6.1 7.1 8.2 5.9 6.1 7.1 8.2 5.9 6.24 8.02 10.36

C Institutional 7.4 7.7 9.4 11.4 7.4 7.8 9.7 12.2 7.4 7.89 10.62 14.29

Schools

Statistic Abstract,Government

of Himachal Pradesh 2015-

2016

103548 107639 130651 158582 103548 108278 135373 169248 103548 109886 147893 199044

OfficesStastical and Economical

Survey 2016-201745547 47347 57468 69754 45547 47628 59545 74446 45547 48335 65052 87552

Hospitals(<100) 631 656 796 966 631 660 825 1031 631 670 901 1213

Hospitals(>100) 1125 1169 1419 1723 1125 1176 1471 1839 1125 1194 1607 2163

Schools 45 lpcd per school enrollment 4.7 4.8 5.9 7.1 4.7 4.9 6.1 7.6 4.7 4.9 6.7 9.0

Offices 45 lpcd per office employee 2.0 2.1 2.6 3.1 2.0 2.1 2.7 3.4 2.0 2.2 2.9 3.9

Hospitals(<100) 350 lpcd per hospital bed 0.2 0.2 0.3 0.3 0.2 0.2 0.3 0.4 0.2 0.2 0.3 0.4

Hospitals(>100) 450 lpcd per hospital bed 0.5 0.5 0.6 0.8 0.5 0.5 0.7 0.8 0.5 0.5 0.7 1.0

D IndustrialDemand data from SMC

website0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

E CantonmentDemand data from SMC

website0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54

FAdditional Shimla Planning

Area

Population Data from TCP Office,Shimla 33928 35530 43542 51553 33928 35714 45347 56154 33928 36537 52916 76638

135 lpcd 4.6 4.8 5.9 7.0 4.6 4.8 6.1 7.6 4.6 4.93 7.14 10.35

Construction of Bulk Water Supply to Shimla on River Sutlej near Shikrodi Dist. Shimla (HP).

Water Demand Calculations

Moderate Growth High Growth

Directory obn Medical and

Public Health Institutions in

Himachal

Sr.No Demand type SourceLow Growth


Aurangabad, Maharashtra

Executive Engineer

SJPNLPage No.51


2017 2020 2035 2050 2017 2020 2035 2050 2017 2020 2035 2050

Moderate Growth High GrowthSr.No Demand type Source

Low Growth

Total 49.0 51.0 61.4 72.4 49.1 51.4 63.4 77.0 49.7 52.5 69.4 91.5

G 15% Water Lossess 57.6 60.0 72.3 85.1 57.8 60.4 74.6 90.6 58.4 61.82 81.67 107.63

H Fire 1.5 1.6 1.8 2 1.5 1.6 1.8 2 1.5 1.6 1.8 2



Executive Engineer

SJPNLPage No.52


YearProjected

Population

Domestic

Demand

@135 LPCD

floating

Demand

Institutional

DemandIndustrial

Cantonment

Board

Demand

Upcoming satellite

town Demand

Deamnd at

Consumer

end in MLD

Demand at

Source (with

15% losses)

in MLD

Fire

Demand

Water

Available

from

Existing

Source

Demand from

Sutlej

Full Demand

from Sutlej

for design of

Single pipe

system

2020 243250 32838750 6242445 7891745 100000 540000 4932495 52.55 61.82 1.60 40.00 21.82 21.82

2021 248264 33515703 6361224 8073697 100000 540000 5079906 53.67 63.14 1.61 40.00 23.14 23.14

2022 253279 34192656 6480003 8255649 100000 540000 5227317 54.80 64.47 1.63 40.00 24.47 24.47

2023 258293 34869609 6598782 8437601 100000 540000 5374728 55.92 65.79 1.64 40.00 25.79 25.79

2024 263308 35546562 6717561 8619553 100000 540000 5522139 57.05 67.11 1.65 40.00 27.11 27.11

2025 268322 36223515 6836340 8801505 100000 540000 5669550 58.17 68.44 1.67 40.00 28.44 28.44

2026 273337 36900468 6955119 8983457 100000 540000 5816961 59.30 69.76 1.68 40.00 29.76 29.76

2027 278351 37577421 7073898 9165409 100000 540000 5964372 60.42 71.08 1.69 40.00 31.08 31.08

2028 283366 38254374 7192677 9347361 100000 540000 6111783 61.55 72.41 1.71 40.00 32.41 32.41

2029 288380 38931327 7311456 9529313 100000 540000 6259194 62.67 73.73 1.72 40.00 33.73 33.73

2030 293395 39608280 7430235 9711265 100000 540000 6406605 63.80 75.05 1.73 40.00 35.05 35.05

2031 298409 40285233 7549014 9893217 100000 540000 6554016 64.92 76.38 1.75 40.00 36.38 36.38

2032 303424 40962186 7667793 10075169 100000 540000 6701427 66.05 77.70 1.76 40.00 37.70 37.70

2033 308438 41639139 7786572 10257121 100000 540000 6848838 67.17 79.03 1.77 40.00 39.03 39.03

2034 313453 42316092 7905351 10439073 100000 540000 6996249 68.30 80.35 1.79 40.00 40.35 40.35

2035 318467 42993045 8024130 10621025 100000 540000 7143660 69.42 81.67 1.80 40.00 41.67 41.67

2036 324814 43849908 8179962 10865938 100000 540000 7357158 70.89 83.40 1.81 40.00 43.40 43.40

2037 331161 44706771 8335794 11110851 100000 540000 7570656 72.36 85.13 1.83 40.00 45.13 45.13

2038 337508 45563634 8491626 11355764 100000 540000 7784154 73.84 86.86 1.84 40.00 46.86 46.86

2039 343856 46420497 8647458 11600677 100000 540000 7997652 75.31 88.60 1.85 40.00 48.60 48.60


Water Demand Calculations



Executive Engineer

SJPNLPage No.53


YearProjected

Population

Domestic

Demand

@135 LPCD

floating

Demand

Institutional

DemandIndustrial

Cantonment

Board

Demand

Upcoming satellite

town Demand

Deamnd at

Consumer

end in MLD

Demand at

Source (with

15% losses)

in MLD

Fire

Demand

Water

Available

from

Existing

Source

Demand from

Sutlej

Full Demand

from Sutlej

for design of

Single pipe

system

2040 350203 47277360 8803290 11845590 100000 540000 8211150 76.78 90.33 1.87 40.00 50.33 50.33

2041 356550 48134223 8959122 12090503 100000 540000 8424648 78.25 92.06 1.88 40.00 52.06 52.06

2042 362897 48991086 9114954 12335416 100000 540000 8638146 79.72 93.79 1.89 40.00 53.79 53.79

2043 369244 49847949 9270786 12580329 100000 540000 8851644 81.19 95.52 1.91 40.00 55.52 55.52

2044 375591 50704812 9426618 12825242 100000 540000 9065142 82.66 97.25 1.92 40.00 57.25 57.25

2045 381938 51561675 9582450 13070155 100000 540000 9278640 84.13 98.98 1.93 40.00 58.98 58.98

2046 388285 52418538 9738282 13315068 100000 540000 9492138 85.60 100.71 1.95 40.00 60.71 60.71

2047 394633 53275401 9894114 13559981 100000 540000 9705636 87.08 102.44 1.96 40.00 62.44 62.44

2048 400980 54132264 10049946 13804894 100000 540000 9919134 88.55 104.17 1.97 40.00 64.17 64.17

2049 407327 54989127 10205778 14049807 100000 540000 10132632 90.02 105.90 1.99 40.00 65.90 65.90

2050 413674 55845990 10361610 14294720 100000 540000 10346130 91.49 107.63 2.00 40.00 67.63 67.63



Executive Engineer

SJPNLPage No.54


1 Population of Intermediate Stage (Year 2035) 318467 Souls

2 Requirement of Town 41.67 MLD

3 Hours of Pumping 24 Hours

4 Capacity Required 41.67 MLD

5 Deduct capacity of Existing WTP 0 MLD

6 Proposed WTP capacity 41.67 MLD

42.00 MLD


Statement Showing capacity calculations for WTP

Hence provide WTP of capcity



Executive Engineer

SJPNLPage No.55


Sr no DetailsLSL at

Start Point

FSL at

Discharge

Point

Static

HeadLength

Atmospheric

pressure

Average

Vapour

Pressure

1Rising Main from Intake to

Desilting Tank600.2 664.18 63.98 139 99.12 2.60

2Rising Main from WTP to

Devidhar654.18 1312.26 658.08 2294 98.92 2.60

3Rising Main from Devidhar to

Dummi1308.26 1817.64 509.38 8312 96.57 2.60

4Rising Main from Dummi to

Ridge1813.64 2208.46 394.82 8143 94.83 2.60

5Rising Main from Dummi to

Sanjauli1813.64 2256.3 442.66 10065 94.83 2.60

e =

Patm = Atmosphere pressure

Pv = Vapour pressure of liquid

inside pipe

Sf = Safety factor 4

e = Wall(Shell) thickness

C = 345000000 kpa

Atmospheric pressure

at Altitude 0 101.33 Kpa 14.70 psi






Vapour Pressure

At 10oC 1.23 Kpa 0.18 psi



Rising Main

from Intake

to Desilting

Tank

Rising Main

from WTP

to Devidhar

Rising Main

from

Devidhar to

Dummi

Rising Main

from

Dummi to

Ridge

Rising Main

from Dummi to

Sanjauli

Hence Wall thickness

Constant=0.010387 0.010380 0.010295 0.010231 0.010231

1 508.00 5.28 5.27 5.23 5.2 5.2


Design for Collapsing Pressure

Minimum Thickness(e) For Collapsing Pressure is given by,

Required Wall thickness

Wall thickness for collapsing pressure for different diamteres without internal mortor lining are worked

out as follow

Outside Diameter in mm as

per IS 3589S.N.

RAW WATER RISING MAIN

3S F

D P a tm P vC



Executive Engineer

SJPNL

Page No.56


Rising Main

from Intake

to Desilting

Tank

Rising Main

from WTP

to Devidhar

Rising Main

from

Devidhar to

Dummi

Rising Main

from

Dummi to

Ridge

Rising Main

from Dummi to

Sanjauli

Required Wall thickness

Outside Diameter in mm as

per IS 3589S.N.

2 558.80 5.8 5.8 5.75 5.72 5.72

3 609.60 6.33 6.33 6.28 6.24 6.24

4 660.40 6.86 6.85 6.8 6.76 6.76

5 711.20 7.39 7.38 7.32 7.28 7.28

6 762.00 7.91 7.91 7.84 7.8 7.8

7 812.80 8.44 8.44 8.37 8.32 8.32

8 863.60 8.97 8.96 8.89 8.84 8.84

9 914.40 9.5 9.49 9.41 9.35 9.35

10 965.20 10.03 10.02 9.94 9.87 9.87

11 1016.00 10.55 10.55 10.46 10.39 10.39

12 1066.80 11.08 11.07 10.98 10.91 10.91

13 1117.60 11.61 11.6 11.51 11.43 11.43



Executive Engineer

SJPNL

Page No.57


SrNo Description SI Unit FPS Unit

1 Shell Diameter 762 mm 30.000 inches

2 Plate thickness 7.92 mm 0.312 inches

3 Mortar Lining thickness 0 mm 0.000 inches

4 Coating thickness 0 mm 0.000 inches

5 Minimum Earth cover H 500 mm 19.685 inches

6 Grade of Steel used API X 65

7 Density of Earth fill w 1800 kg/cum 112.320 lb/cuft

8 Modulus of Elasticity steel E 2000000 kg/sqcm 28440000 lb/sqin

9 Modulus of Soil Reaction E' 28.12 kg/sqcm 400 lb/sqin

10 Yield Strength 450 N/sqmm 65264 lb/sqin

11 Tensile Strength 535 N/sqmm 77591 lb/sqin

A) Check Against Deflection

1 Dead Load on the Conduit (Pb)

Unit load due to backfill ( Pb ) 18 kN/m2

2 Superimposed Load ,Wc

Wheel load ( IRC class AA ) = 6.25 T

Impact factor

As per IS 783-85 Clause No. 11.2 Impact factor for cover >0.9 m

a= 1



MS Pipe Design and Checks

C

C

bD

DHP

l

PCW PC

SDHl 215.1



Executive Engineer

SJPNLPage No.58


l= 2.099 m

l/(2*H)= 2.099

D/(2*H)= 0.762

From IS 783-85 Figure 3 , for l/2H= 2.099 & D/2H= 0.762 Cp = 0.81

WC= 2.41 T/m

= 23.64 kN/m

Unit load due to traffic load (Ps) = 31.02 kN/m2

Deflection determination

Iowa- Sprangler Deflection Equation

rx = Horizantal deflection of pipe

DL = Deflection lag factor = 1

DR = Rerounding factor = 1

K = Bedding constant = 0.1

D = Outer Diameter (mm)

E = Modulus of elasticity of steel = 2.1x105 N/m

2

I = Transverse moment of inertia per unit

length of individual pipe wall components ( = t3/12) mm3

E' = Modulus of soil reaction, kPa

Pipe wall Stiffness =

= 19309.54 N/m2

= 19.30954 kPa

rx/D = 0.01453

'

3061.08 E

D

EI

PPDKD

D

x sbL

R

3D

IE



Executive Engineer

SJPNLPage No.59


= 1.45255 %

Which is within permissible limits (2% - for cement mortar lined &coated pipe)

B) Check against Buckling

Allowable buckling pressure (qa) is given by Maximum buckling pressure is given by

where

qa = allowable buckling pressure ,in psi where

FS = Design factor (3.0) hw = Height of water surface above top

D = Outer Diameter (in) of pipe (in)

RW = water buoyancy factor γw = specific weight of water = 0.0361 lb/cu.in

= 1-0.33(hw/h), 0<=hw<=h Wc = vertical soil load on pipe per unit length, lb/in

hw = Height of water surface above top WL = Live load on pipe per unit length, lb/in

of pipe (in)

h= Height of soil surface above top

of pipe (in)

B' = empirical coefficient of elastic support

=

EI = Pipe wall stiffness

Stiffness of pipe 71849.33 Specific weight of water 0.0361 lb/cu in

Factor H/D 0.656168 ht.Of Water 3.281 feet

Design factor 3 FS Water Buonvy factor 0.3400013 Rw

Height of water above pipe 39.37 in soil Load (Wc) 460.62992 lb/inch

2

1

3

''32

1

D

EIEBR

FSq Wa

He 065.041

1

D

W

D

WRh LC

Www



Executive Engineer

SJPNLPage No.60


Water buoyancy factor 0.340001 Rw Live Load ( WL) 135.14246 lb/inch

Elastic support coefficient 0.217607 B' (From IS 783)

Allowable buckling pressure 16.73082 psi Max. Buckling Pressure 2.231766 psi

C) Check for Vacuum Condition:

Stewart formula for collapsing pressure

Pc = 58.160 psi

Maximum Vacuum which can be created = Atm. Pressure - Vapour Pressure at 36oC

Factor of safety against Vacuum condition =

= 14.0 psi

Thus the pipeline is safe against

collapsing under full vaccum

condition = 4.150 > 4 OK

Factor of safety Condition Fulfilled

D ) Thickness Required For Handling

For pipe size greater than1350 mm

Thickness = inches

Diameter 746.16 mm

Thickness required for handling 3.1354 mm

As Max. buckling pressure is less than allowable buckling pressure……safe

Reference AWWA Manual, M11

400

20D

3

250200000

d

tPc



Executive Engineer

SJPNLPage No.61


Daily Demand 67.63

Supply Hrs 24

Design Discharge 67.63

C 140.00

Yeild Stress 450.00

Welding Efficiency 0.80

Design Factor for Working Pressure

excluding Surge0.9


including Surge0.9

Outer Diameter 711.20 762.00 812.80 863.60 914.40 965.20 1016.00 1066.80 1117.60

Internal Diameter 695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78

Thickness req. for Collapsing

pressure7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

Rate of Friction 4.22 2.99 2.19 1.64 1.23 0.95 0.74 0.58 0.46

Normal Velocity 2.06 1.79 1.58 1.40 1.24 1.12 1.01 0.91 0.83

Velocity of Wave Pressure 1043.34 1026.09 1034.63 1041.08 1026.78 1032.96 1039.26 1027.05 1032.38

Water Hammer 219.23 187.25 166.18 148.30 130.13 117.62 106.92 95.64 87.67

Velocity Head 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78

0-139 63.98 0.139 0.65 0.46 0.34 0.25 0.19 0.15 0.11 0.09 0.07

Working Pressure excluding Surge 695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78

0-139 68.63 68.44 68.32 68.23 68.17 68.13 68.09 68.07 68.05

Working Pressure including Surge 695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78

0-139 287.85 255.68 234.50 216.53 198.30 185.75 175.02 163.71 155.72


Raw Water Rising Main from Jakwell to WTP

Chainage Static Head LengthFrictional Head for Diameter



Executive Engineer

SJPNLPage No.62


Thickness req. for Working Pressure

excluding Surge as per Barlow's

equation

695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78

0-139 0.87 0.93 0.99 1.05 1.11 1.17 1.23 1.29 1.35


including Surge Barlow's equation695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78

0-139 3.63 3.46 3.39 3.32 3.22 3.19 3.16 3.11 3.09


excluding Surge as per IS-5822695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78

0-139 2.24 2.29 2.34 2.39 2.44 2.49 2.55 2.60 2.65


including Surge as per IS-5822695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78

0-139 4.58 4.44 4.37 4.32 4.24 4.21 4.18 4.14 4.13

Required Thickness Length 695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78

0-139 139 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91



Executive Engineer

SJPNLPage No.63


Daily Demand 67.63

Supply Hrs 24


C 140.00

Yeild Stress 450.00



excluding Surge0.9


including Surge0.9

Outer Diameter 711.2 762 812.8 863.6 914.4 965.2 1016 1066.8 1117.6



pressure7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

Rate of Friction 4.22 2.99 2.19 1.64 1.23 0.95 0.74 0.58 0.46

Normal Velocity 2.06 1.79 1.58 1.40 1.24 1.12 1.01 0.91 0.83


Water Hammer 219.23 187.25 166.18 148.30 130.13 117.62 106.92 95.64 87.67

Velocity Head 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78

139-349 642.86 0.21 0.97 0.69 0.51 0.38 0.28 0.22 0.17 0.13 0.11

349-439 596.92 0.09 0.42 0.30 0.22 0.16 0.12 0.09 0.07 0.06 0.05

439-499 536.64 0.06 0.28 0.20 0.14 0.11 0.08 0.06 0.05 0.04 0.03

499-559 469.93 0.06 0.28 0.20 0.14 0.11 0.08 0.06 0.05 0.04 0.03

559-619 421.57 0.06 0.28 0.20 0.14 0.11 0.08 0.06 0.05 0.04 0.03

619-679 357.9 0.06 0.28 0.20 0.14 0.11 0.08 0.06 0.05 0.04 0.03

679-739 265.05 0.06 0.28 0.20 0.14 0.11 0.08 0.06 0.05 0.04 0.03

739-1219 205.47 0.48 2.23 1.58 1.16 0.86 0.65 0.50 0.39 0.31 0.25

1219-1579 153.53 0.36 1.67 1.19 0.87 0.65 0.49 0.38 0.29 0.23 0.18

1579-2269 95.71 0.69 3.20 2.27 1.67 1.24 0.94 0.72 0.56 0.44 0.35

2269-2433 41.76 0.164 0.76 0.54 0.40 0.30 0.22 0.17 0.13 0.10 0.08


Frictional Head for Diameter

Raw Water Rising Main from WTP to Devidhar

Chainage Static Head Length



Executive Engineer

SJPNLPage No.64



139-349 647.83 647.55 647.37 647.24 647.14 647.08 647.03 646.99 646.97

349-439 601.34 601.22 601.14 601.08 601.04 601.01 600.99 600.98 600.97

439-499 540.92 540.84 540.78 540.75 540.72 540.70 540.69 540.68 540.67

499-559 474.21 474.13 474.07 474.04 474.01 473.99 473.98 473.97 473.96

559-619 425.85 425.77 425.71 425.68 425.65 425.63 425.62 425.61 425.60

619-679 362.18 362.10 362.04 362.01 361.98 361.96 361.95 361.94 361.93

679-739 269.33 269.25 269.19 269.16 269.13 269.11 269.10 269.09 269.08

739-1219 211.70 211.05 210.63 210.33 210.12 209.97 209.86 209.78 209.72

1219-1579 159.20 158.72 158.40 158.18 158.02 157.91 157.82 157.76 157.71

1579-2269 102.91 101.98 101.38 100.95 100.65 100.43 100.27 100.15 100.06

2269-2433 46.52 46.30 46.16 46.06 45.98 45.93 45.89 45.86 45.84


139-349 867.06 834.80 813.55 795.54 777.28 764.70 753.95 742.63 734.64

349-439 820.56 788.46 767.32 749.38 731.18 718.64 707.92 696.62 688.64

439-499 760.15 728.08 706.97 689.05 670.86 658.33 647.61 636.32 628.34

499-559 693.44 661.37 640.26 622.34 604.15 591.62 580.90 569.61 561.63

559-619 645.08 613.01 591.90 573.98 555.79 543.26 532.54 521.25 513.27

619-679 581.41 549.34 528.23 510.31 492.12 479.59 468.87 457.58 449.60

679-739 488.56 456.49 435.38 417.46 399.27 386.74 376.02 364.73 356.75

739-1219 430.93 398.30 376.81 358.63 340.25 327.60 316.78 305.41 297.39

1219-1579 378.43 345.96 324.58 306.48 288.15 275.53 264.75 253.40 245.39

1579-2269 322.14 289.23 267.56 249.25 230.78 218.05 207.20 195.79 187.74

2269-2433 265.75 233.55 212.34 194.35 176.12 163.56 152.82 141.50 133.52


excluding Surge Barlow's equation695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78

139-349 8.18 8.77 9.35 9.93 10.52 11.10 11.68 12.27 12.85

349-439 7.59 8.15 8.68 9.22 9.77 10.31 10.85 11.40 11.94

439-499 6.83 7.33 7.81 8.29 8.79 9.27 9.76 10.26 10.74

499-559 5.99 6.42 6.85 7.27 7.71 8.13 8.55 8.99 9.41

559-619 5.38 5.77 6.15 6.53 6.92 7.30 7.68 8.07 8.45

619-679 4.57 4.91 5.23 5.55 5.89 6.21 6.53 6.87 7.19

679-739 3.40 3.65 3.89 4.13 4.38 4.62 4.86 5.10 5.34



Executive Engineer

SJPNLPage No.65


739-1219 2.67 2.86 3.04 3.23 3.42 3.60 3.79 3.98 4.17

1219-1579 2.01 2.15 2.29 2.43 2.57 2.71 2.85 2.99 3.13

1579-2269 1.30 1.38 1.46 1.55 1.64 1.72 1.81 1.90 1.99

2269-2433 0.59 0.63 0.67 0.71 0.75 0.79 0.83 0.87 0.91



139-349 10.95 11.31 11.75 12.20 12.64 13.12 13.61 14.09 14.59

349-439 10.36 10.68 11.08 11.49 11.89 12.33 12.78 13.21 13.68

439-499 9.60 9.87 10.21 10.57 10.91 11.29 11.69 12.07 12.48

499-559 8.76 8.96 9.25 9.54 9.82 10.15 10.48 10.80 11.16

559-619 8.15 8.31 8.55 8.80 9.04 9.32 9.61 9.89 10.20

619-679 7.34 7.44 7.63 7.83 8.00 8.23 8.46 8.68 8.93

679-739 6.17 6.19 6.29 6.40 6.49 6.63 6.79 6.92 7.09

739-1219 5.44 5.40 5.44 5.50 5.53 5.62 5.72 5.79 5.91

1219-1579 4.78 4.69 4.69 4.70 4.69 4.73 4.78 4.81 4.87

1579-2269 4.07 3.92 3.86 3.82 3.75 3.74 3.74 3.71 3.73

2269-2433 3.36 3.16 3.07 2.98 2.86 2.81 2.76 2.68 2.65



139-349 8.40 8.89 9.39 9.88 10.37 10.86 11.35 11.84 12.34

349-439 7.91 8.37 8.83 9.28 9.74 10.20 10.66 11.11 11.57

439-499 7.27 7.69 8.10 8.51 8.92 9.33 9.75 10.16 10.57

499-559 6.57 6.93 7.29 7.65 8.01 8.37 8.74 9.10 9.46

559-619 6.05 6.38 6.70 7.03 7.35 7.68 8.00 8.33 8.65

619-679 5.38 5.65 5.93 6.21 6.48 6.76 7.03 7.31 7.59

679-739 4.39 4.59 4.80 5.00 5.21 5.41 5.62 5.83 6.03

739-1219 3.77 3.93 4.08 4.24 4.40 4.56 4.72 4.88 5.04

1219-1579 3.21 3.33 3.44 3.56 3.68 3.80 3.92 4.04 4.16

1579-2269 2.61 2.67 2.75 2.82 2.89 2.96 3.04 3.11 3.19

2269-2433 2.00 2.03 2.07 2.10 2.14 2.17 2.21 2.24 2.27





Executive Engineer

SJPNLPage No.66


139-349 10.71 11.01 11.39 11.77 12.13 12.54 12.96 13.36 13.79

349-439 10.22 10.49 10.83 11.18 11.51 11.88 12.27 12.63 13.03

439-499 9.59 9.80 10.10 10.41 10.69 11.02 11.36 11.67 12.03

499-559 8.89 9.05 9.30 9.56 9.78 10.06 10.35 10.62 10.92

559-619 8.38 8.50 8.72 8.94 9.13 9.37 9.62 9.85 10.11

619-679 7.70 7.78 7.95 8.12 8.26 8.45 8.66 8.84 9.05

679-739 6.72 6.73 6.82 6.92 6.99 7.12 7.25 7.36 7.50

739-1219 6.11 6.07 6.11 6.16 6.18 6.26 6.35 6.41 6.51

1219-1579 5.55 5.47 5.47 5.49 5.47 5.51 5.55 5.58 5.63

1579-2269 4.95 4.82 4.78 4.75 4.68 4.67 4.68 4.65 4.67

2269-2433 4.35 4.18 4.10 4.03 3.93 3.88 3.84 3.78 3.75


139-349 210 10.95 11.31 11.75 12.20 12.64 13.12 13.61 14.09 14.59

349-439 90 10.36 10.68 11.08 11.49 11.89 12.33 12.78 13.21 13.68

439-499 60 9.60 9.87 10.21 10.57 10.91 11.29 11.69 12.07 12.48

499-559 60 8.89 9.05 9.30 9.56 9.82 10.31 11.13 11.13 11.91

559-619 60 8.38 8.50 8.74 9.53 9.53 10.31 11.13 11.13 11.91

619-679 60 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

679-739 60 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

739-1219 480 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

1219-1579 360 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

1579-2269 690 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

2269-2433 164 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91



Executive Engineer

SJPNLPage No.67


Daily Demand 67.63

Supply Hrs 24


C 140.00

Yeild Stress 450.00



excluding Surge0.9


including Surge0.9

Outer Diameter 711.2 762 812.8 863.6 914.4 965.2 1016 1066.8 1117.6



pressure7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

Rate of Friction 4.22 2.99 2.19 1.64 1.23 0.95 0.74 0.58 0.46

Normal Velocity 2.06 1.79 1.58 1.40 1.24 1.12 1.01 0.91 0.83


Water Hammer 219.23 187.25 166.18 148.30 130.13 117.62 106.92 95.64 87.67

Velocity Head 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78

0-900 509.38 0.9 4.18 2.96 2.17 1.62 1.22 0.94 0.73 0.58 0.46

900-1500 566.62 0.6 2.79 1.98 1.45 1.08 0.81 0.63 0.49 0.38 0.31

1500-1950 621.07 0.45 2.09 1.48 1.09 0.81 0.61 0.47 0.37 0.29 0.23

1950-3810 681.69 1.86 8.63 6.12 4.49 3.35 2.52 1.94 1.52 1.19 0.95

3810-7050 679.32 3.24 15.04 10.67 7.82 5.84 4.39 3.38 2.64 2.07 1.66

7050-7230 621.38 0.18 0.84 0.59 0.43 0.32 0.24 0.19 0.15 0.12 0.09

7230-7440 560.54 0.21 0.97 0.69 0.51 0.38 0.28 0.22 0.17 0.13 0.11

7440-7500 518.41 0.06 0.28 0.20 0.14 0.11 0.08 0.06 0.05 0.04 0.03

7500-7560 455.28 0.06 0.28 0.20 0.14 0.11 0.08 0.06 0.05 0.04 0.03

7560-7740 405.35 0.18 0.84 0.59 0.43 0.32 0.24 0.19 0.15 0.12 0.09






Executive Engineer

SJPNLPage No.68


695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78


7740-7860 359.17 0.12 0.56 0.40 0.29 0.22 0.16 0.13 0.10 0.08 0.06

7860-7980 308.25 0.12 0.56 0.40 0.29 0.22 0.16 0.13 0.10 0.08 0.06

7980-8040 254.91 0.06 0.28 0.20 0.14 0.11 0.08 0.06 0.05 0.04 0.03

8040-8100 201.38 0.06 0.28 0.20 0.14 0.11 0.08 0.06 0.05 0.04 0.03

8100-8190 142.28 0.09 0.42 0.30 0.22 0.16 0.12 0.09 0.07 0.06 0.05

8190-8250 81.05 0.06 0.28 0.20 0.14 0.11 0.08 0.06 0.05 0.04 0.03

8250-8312 35.05 0.062 0.29 0.20 0.15 0.11 0.08 0.06 0.05 0.04 0.03


0-900 517.56 516.34 515.55 515.00 514.60 514.32 514.11 513.96 513.84

900-1500 573.41 572.60 572.07 571.70 571.43 571.25 571.11 571.00 570.93

1500-1950 627.16 626.55 626.16 625.88 625.68 625.54 625.44 625.36 625.30

1950-3810 694.32 691.81 690.18 689.04 688.21 687.63 687.21 686.88 686.64

3810-7050 698.36 693.99 691.14 689.16 687.71 686.70 685.96 685.39 684.98

7050-7230 626.22 625.97 625.81 625.70 625.62 625.57 625.53 625.50 625.47

7230-7440 565.51 565.23 565.05 564.92 564.82 564.76 564.71 564.67 564.65

7440-7500 522.69 522.61 522.55 522.52 522.49 522.47 522.46 522.45 522.44

7500-7560 459.56 459.48 459.42 459.39 459.36 459.34 459.33 459.32 459.31

7560-7740 410.19 409.94 409.78 409.67 409.59 409.54 409.50 409.47 409.44

7740-7860 363.73 363.57 363.46 363.39 363.33 363.30 363.27 363.25 363.23

7860-7980 312.81 312.65 312.54 312.47 312.41 312.38 312.35 312.33 312.31

7980-8040 259.19 259.11 259.05 259.02 258.99 258.97 258.96 258.95 258.94

8040-8100 205.66 205.58 205.52 205.49 205.46 205.44 205.43 205.42 205.41

8100-8190 146.70 146.58 146.50 146.44 146.40 146.37 146.35 146.34 146.33

8190-8250 85.33 85.25 85.19 85.16 85.13 85.11 85.10 85.09 85.08

8250-8312 39.34 39.25 39.20 39.16 39.13 39.11 39.10 39.09 39.08


0-900 736.79 703.59 681.74 663.30 644.73 631.94 621.04 609.59 601.51

900-1500 792.63 759.84 738.25 720.00 701.57 688.87 678.03 666.64 658.60

1500-1950 846.39 813.80 792.34 774.18 755.81 743.16 732.36 721.00 712.97



Executive Engineer

SJPNLPage No.69


695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78


1950-3810 913.55 879.06 856.36 837.34 818.35 805.26 794.13 782.52 774.31

3810-7050 917.59 881.23 857.32 837.45 817.85 804.33 792.89 781.03 772.65

7050-7230 845.44 813.22 792.00 774.00 755.76 743.19 732.45 721.13 713.15

7230-7440 784.74 752.48 731.23 713.22 694.96 682.38 671.63 660.31 652.32

7440-7500 741.92 709.85 688.74 670.82 652.63 640.10 629.38 618.09 610.11

7500-7560 678.79 646.72 625.61 607.69 589.50 576.97 566.25 554.96 546.98

7560-7740 629.41 597.19 575.97 557.97 539.73 527.16 516.42 505.10 497.12

7740-7860 582.95 550.81 529.64 511.68 493.47 480.92 470.19 458.88 450.90

7860-7980 532.03 499.89 478.72 460.76 442.55 430.00 419.27 407.96 399.98

7980-8040 478.42 446.35 425.24 407.32 389.13 376.60 365.88 354.59 346.61

8040-8100 424.89 392.82 371.71 353.79 335.60 323.07 312.35 301.06 293.08

8100-8190 365.92 333.82 312.68 294.74 276.54 264.00 253.28 241.98 234.00

8190-8250 304.56 272.49 251.38 233.46 215.27 202.74 192.02 180.73 172.75

8250-8312 258.56 226.50 205.38 187.46 169.27 156.74 146.02 134.73 126.76



0-900 6.54 7.00 7.45 7.90 8.37 8.82 9.28 9.75 10.21

900-1500 7.24 7.76 8.26 8.77 9.29 9.80 10.31 10.83 11.34

1500-1950 7.92 8.49 9.04 9.60 10.17 10.73 11.29 11.86 12.42

1950-3810 8.77 9.37 9.97 10.57 11.19 11.80 12.40 13.03 13.64

3810-7050 8.82 9.40 9.98 10.57 11.18 11.78 12.38 13.00 13.61

7050-7230 7.91 8.48 9.04 9.60 10.17 10.73 11.29 11.86 12.42

7230-7440 7.14 7.66 8.16 8.66 9.18 9.69 10.19 10.71 11.22

7440-7500 6.60 7.08 7.55 8.01 8.50 8.96 9.43 9.91 10.38

7500-7560 5.80 6.23 6.64 7.05 7.47 7.88 8.29 8.71 9.12

7560-7740 5.18 5.55 5.92 6.28 6.66 7.03 7.39 7.77 8.13

7740-7860 4.59 4.93 5.25 5.57 5.91 6.23 6.56 6.89 7.21

7860-7980 3.95 4.24 4.51 4.79 5.08 5.36 5.64 5.92 6.20

7980-8040 3.27 3.51 3.74 3.97 4.21 4.44 4.67 4.91 5.14

8040-8100 2.60 2.79 2.97 3.15 3.34 3.52 3.71 3.90 4.08

8100-8190 1.85 1.99 2.12 2.25 2.38 2.51 2.64 2.78 2.91



Executive Engineer

SJPNLPage No.70


695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78


8190-8250 1.08 1.16 1.23 1.31 1.38 1.46 1.54 1.61 1.69

8250-8312 0.50 0.53 0.57 0.60 0.64 0.67 0.71 0.74 0.78



0-900 9.30 9.53 9.85 10.17 10.48 10.84 11.21 11.56 11.95

900-1500 10.01 10.30 10.66 11.04 11.41 11.82 12.24 12.65 13.08

1500-1950 10.69 11.03 11.44 11.87 12.29 12.75 13.22 13.68 14.16

1950-3810 11.54 11.91 12.37 12.84 13.31 13.81 14.33 14.84 15.38

3810-7050 11.59 11.94 12.38 12.84 13.30 13.80 14.31 14.82 15.35

7050-7230 10.68 11.02 11.44 11.87 12.29 12.75 13.22 13.68 14.17

7230-7440 9.91 10.20 10.56 10.94 11.30 11.71 12.12 12.53 12.96

7440-7500 9.37 9.62 9.95 10.29 10.61 10.98 11.36 11.72 12.12

7500-7560 8.57 8.76 9.04 9.32 9.58 9.90 10.22 10.53 10.86

7560-7740 7.95 8.09 8.32 8.56 8.78 9.04 9.32 9.58 9.87

7740-7860 7.36 7.46 7.65 7.85 8.02 8.25 8.49 8.70 8.96

7860-7980 6.72 6.77 6.91 7.07 7.20 7.38 7.57 7.74 7.94

7980-8040 6.04 6.05 6.14 6.25 6.33 6.46 6.60 6.73 6.88

8040-8100 5.37 5.32 5.37 5.43 5.46 5.54 5.64 5.71 5.82

8100-8190 4.62 4.52 4.52 4.52 4.50 4.53 4.57 4.59 4.65

8190-8250 3.85 3.69 3.63 3.58 3.50 3.48 3.47 3.43 3.43

8250-8312 3.27 3.07 2.97 2.88 2.75 2.69 2.64 2.56 2.52



0-900 7.03 7.41 7.79 8.18 8.57 8.95 9.34 9.73 10.12

900-1500 7.62 8.05 8.48 8.91 9.34 9.77 10.21 10.64 11.07

1500-1950 8.19 8.66 9.13 9.60 10.08 10.55 11.03 11.50 11.98

1950-3810 8.90 9.40 9.90 10.41 10.93 11.44 11.96 12.48 12.99

3810-7050 8.94 9.42 9.91 10.41 10.92 11.43 11.94 12.45 12.97

7050-7230 8.18 8.65 9.13 9.60 10.08 10.55 11.03 11.50 11.98



Executive Engineer

SJPNLPage No.71


695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78


7230-7440 7.53 7.96 8.39 8.82 9.25 9.68 10.11 10.54 10.97

7440-7500 7.08 7.48 7.88 8.28 8.67 9.07 9.47 9.87 10.27

7500-7560 6.41 6.76 7.11 7.46 7.81 8.16 8.51 8.86 9.21

7560-7740 5.89 6.20 6.51 6.82 7.13 7.45 7.76 8.07 8.38

7740-7860 5.39 5.67 5.95 6.22 6.50 6.78 7.05 7.33 7.61

7860-7980 4.85 5.09 5.33 5.56 5.80 6.04 6.28 6.52 6.76

7980-8040 4.28 4.48 4.67 4.87 5.07 5.27 5.47 5.66 5.86

8040-8100 3.71 3.86 4.02 4.18 4.33 4.49 4.65 4.81 4.96

8100-8190 3.08 3.19 3.30 3.41 3.52 3.63 3.75 3.86 3.97

8190-8250 2.42 2.48 2.55 2.61 2.68 2.74 2.81 2.87 2.94

8250-8312 1.92 1.95 1.98 2.01 2.04 2.07 2.10 2.13 2.16



0-900 9.34 9.53 9.80 10.08 10.34 10.64 10.96 11.25 11.58

900-1500 9.93 10.16 10.48 10.81 11.11 11.46 11.82 12.15 12.53

1500-1950 10.49 10.77 11.13 11.50 11.84 12.23 12.64 13.01 13.43

1950-3810 11.20 11.50 11.90 12.31 12.69 13.12 13.57 13.99 14.44

3810-7050 11.24 11.53 11.91 12.31 12.68 13.11 13.55 13.96 14.42

7050-7230 10.48 10.76 11.13 11.50 11.84 12.23 12.64 13.02 13.43

7230-7440 9.85 10.08 10.40 10.72 11.02 11.37 11.72 12.05 12.42

7440-7500 9.40 9.60 9.88 10.18 10.44 10.76 11.09 11.39 11.72

7500-7560 8.73 8.89 9.12 9.37 9.59 9.85 10.13 10.38 10.68

7560-7740 8.21 8.32 8.52 8.73 8.91 9.14 9.38 9.59 9.84

7740-7860 7.72 7.80 7.96 8.14 8.28 8.47 8.68 8.86 9.07

7860-7980 7.18 7.22 7.35 7.48 7.58 7.74 7.91 8.05 8.22

7980-8040 6.61 6.61 6.70 6.79 6.85 6.97 7.09 7.19 7.33

8040-8100 6.04 6.00 6.05 6.10 6.12 6.20 6.28 6.34 6.44

8100-8190 5.42 5.33 5.33 5.33 5.31 5.34 5.38 5.39 5.44

8190-8250 4.76 4.63 4.58 4.54 4.47 4.45 4.44 4.41 4.41

8250-8312 4.27 4.10 4.02 3.94 3.84 3.78 3.74 3.67 3.64



Executive Engineer

SJPNLPage No.72


695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78



0-900 900 9.34 9.53 9.85 10.17 10.48 10.84 11.21 11.56 11.95

900-1500 600 10.01 10.30 10.66 11.04 11.41 11.82 12.24 12.65 13.08

1500-1950 450 10.69 11.03 11.44 11.87 12.29 12.75 13.22 13.68 14.16

1950-3810 1860 11.54 11.91 12.37 12.84 13.31 13.81 14.33 14.84 15.38

3810-7050 3240 11.59 11.94 12.38 12.84 13.30 13.80 14.31 14.82 15.35

7050-7230 180 10.68 11.02 11.44 11.87 12.29 12.75 13.22 13.68 14.17

7230-7440 210 9.91 10.20 10.56 10.94 11.30 11.71 12.12 12.53 12.96

7440-7500 60 9.40 9.62 9.95 10.29 10.61 10.98 11.36 11.72 12.12

7500-7560 60 8.73 8.89 9.12 9.53 9.59 10.31 11.13 11.13 11.91

7560-7740 180 8.21 8.32 8.74 9.53 9.53 10.31 11.13 11.13 11.91

7740-7860 120 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

7860-7980 120 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

7980-8040 60 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

8040-8100 60 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

8100-8190 90 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

8190-8250 60 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

8250-8312 62 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91



Executive Engineer

SJPNLPage No.73


Daily Demand 67.63

Supply Hrs 24


C 140.00

Yeild Stress 450.00



excluding Surge0.9


including Surge0.9

Outer Diameter 711.2 762 812.8 863.6 914.4 965.2 1016 1066.8 1117.6



pressure7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

Rate of Friction 4.22 2.99 2.19 1.64 1.23 0.95 0.74 0.58 0.46

Normal Velocity 2.06 1.79 1.58 1.40 1.24 1.12 1.01 0.91 0.83


Water Hammer 219.23 187.25 166.18 148.30 130.13 117.62 106.92 95.64 87.67

Velocity Head 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78

0-1920 442.66 1.92 8.91 6.32 4.63 3.46 2.60 2.01 1.57 1.23 0.98

1920-2010 389.6 0.09 0.42 0.30 0.22 0.16 0.12 0.09 0.07 0.06 0.05

2010-2220 344.29 0.21 0.97 0.69 0.51 0.38 0.28 0.22 0.17 0.13 0.11

2220-4470 285.07 2.25 10.45 7.41 5.43 4.05 3.05 2.35 1.84 1.44 1.15

4470-4770 239.11 0.3 1.39 0.99 0.72 0.54 0.41 0.31 0.24 0.19 0.15

4770-5190 185.43 0.42 1.95 1.38 1.01 0.76 0.57 0.44 0.34 0.27 0.21

5190-5610 134.53 0.42 1.95 1.38 1.01 0.76 0.57 0.44 0.34 0.27 0.21

5610-10065 84.15 4.455 20.68 14.67 10.75 8.03 6.04 4.65 3.63 2.85 2.28


0-1920 455.57 452.98 451.29 450.12 449.26 448.67 448.23 447.89 447.64






Executive Engineer

SJPNLPage No.74


695.36 746.16 795.32 844.54 895.34 944.58 993.74 1044.54 1093.78Chainage Static Head Length


1920-2010 394.02 393.90 393.82 393.76 393.72 393.69 393.67 393.66 393.65

2010-2220 349.26 348.98 348.80 348.67 348.57 348.51 348.46 348.42 348.40

2220-4470 299.52 296.48 294.50 293.12 292.12 291.42 290.91 290.51 290.22

4470-4770 244.50 244.10 243.83 243.65 243.52 243.42 243.35 243.30 243.26

4770-5190 191.38 190.81 190.44 190.19 190.00 189.87 189.77 189.70 189.64

5190-5610 140.48 139.91 139.54 139.29 139.10 138.97 138.87 138.80 138.74

5610-10065 108.83 102.82 98.90 96.18 94.19 92.80 91.78 91.00 90.43


0-1920 674.80 640.23 617.48 598.42 579.40 566.29 555.15 543.53 535.31

1920-2010 613.24 581.14 560.00 542.06 523.86 511.32 500.60 489.30 481.32

2010-2220 568.49 536.23 514.98 496.97 478.71 466.13 455.38 444.06 436.07

2220-4470 518.74 483.72 460.68 441.42 422.25 409.04 397.83 386.15 377.89

4470-4770 463.73 431.34 410.02 391.95 373.65 361.05 350.28 338.94 330.94

4770-5190 410.61 378.06 356.63 338.48 320.13 307.49 296.69 285.34 277.32

5190-5610 359.71 327.16 305.73 287.58 269.23 256.59 245.79 234.44 226.42

5610-10065 328.06 290.07 265.09 244.47 224.32 210.43 198.71 186.64 178.10



0-1920 5.75 6.14 6.52 6.90 7.30 7.70 8.09 8.50 8.89

1920-2010 4.98 5.34 5.69 6.04 6.40 6.75 7.10 7.47 7.82

2010-2220 4.41 4.73 5.04 5.35 5.67 5.98 6.29 6.61 6.92

2220-4470 3.78 4.02 4.25 4.50 4.75 5.00 5.25 5.51 5.76

4470-4770 3.09 3.31 3.52 3.74 3.96 4.18 4.39 4.62 4.83

4770-5190 2.42 2.59 2.75 2.92 3.09 3.26 3.42 3.60 3.77

5190-5610 1.77 1.90 2.02 2.14 2.26 2.38 2.51 2.63 2.76

5610-10065 1.37 1.39 1.43 1.48 1.53 1.59 1.66 1.73 1.80



0-1920 8.52 8.68 8.92 9.18 9.42 9.71 10.02 10.31 10.63



Executive Engineer

SJPNLPage No.75




1920-2010 7.74 7.87 8.09 8.31 8.52 8.77 9.03 9.28 9.56

2010-2220 7.18 7.27 7.44 7.62 7.78 8.00 8.22 8.42 8.66

2220-4470 6.55 6.55 6.65 6.77 6.87 7.02 7.18 7.32 7.51

4470-4770 5.86 5.84 5.92 6.01 6.08 6.19 6.32 6.43 6.57

4770-5190 5.19 5.12 5.15 5.19 5.21 5.27 5.35 5.41 5.51

5190-5610 4.54 4.43 4.42 4.41 4.38 4.40 4.44 4.45 4.50

5610-10065 4.14 3.93 3.83 3.75 3.65 3.61 3.59 3.54 3.54



0-1920 6.37 6.69 7.01 7.34 7.67 8.01 8.35 8.68 9.02

1920-2010 5.72 6.02 6.32 6.62 6.92 7.22 7.52 7.82 8.12

2010-2220 5.24 5.50 5.77 6.03 6.30 6.56 6.83 7.10 7.36

2220-4470 4.71 4.90 5.11 5.31 5.52 5.74 5.95 6.17 6.39

4470-4770 4.12 4.30 4.49 4.67 4.86 5.04 5.23 5.41 5.60

4770-5190 3.55 3.69 3.84 3.98 4.12 4.27 4.41 4.55 4.70

5190-5610 3.01 3.11 3.21 3.32 3.42 3.53 3.63 3.74 3.84

5610-10065 2.67 2.68 2.71 2.76 2.80 2.85 2.91 2.97 3.03



0-1920 8.69 8.81 9.02 9.25 9.45 9.70 9.96 10.20 10.48

1920-2010 8.04 8.14 8.33 8.53 8.69 8.91 9.14 9.34 9.58

2010-2220 7.57 7.63 7.79 7.95 8.08 8.26 8.45 8.62 8.83

2220-4470 7.04 7.04 7.13 7.23 7.31 7.44 7.58 7.70 7.85

4470-4770 6.46 6.44 6.51 6.59 6.64 6.75 6.86 6.94 7.07

4770-5190 5.89 5.83 5.86 5.90 5.91 5.97 6.04 6.09 6.17

5190-5610 5.35 5.25 5.24 5.24 5.21 5.23 5.27 5.27 5.32

5610-10065 5.01 4.83 4.75 4.68 4.59 4.56 4.55 4.50 4.50


0-1920 1920 8.69 8.81 9.02 9.53 9.53 10.31 11.13 11.13 11.91

1920-2010 90 8.04 8.14 8.74 9.53 9.53 10.31 11.13 11.13 11.91



Executive Engineer

SJPNLPage No.76




2010-2220 210 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

2220-4470 2250 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

4470-4770 300 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

4770-5190 420 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

5190-5610 420 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91

5610-10065 4455 7.92 7.92 8.74 9.53 9.53 10.31 11.13 11.13 11.91



Executive Engineer

SJPNLPage No.77


2035 2050 2035 2050 2035 2050 2035 2050

1 Daily Demand 41.673 67.633 41.673 67.633 41.673 67.633 41.673 67.633 ML

2 Pumping Hours 24.000 24.000 24.000 24.000 24.000 24.000 24.000 24.000 Hr

3 Rate of Pumping with 12% losses 46.674 75.749 46.674 75.749 46.674 75.749 46.674 75.749 MLD

Total Discharge 540.20 876.73 540.20 876.73 540.20 876.73 540.20 876.73 LPS

4 Efficiency of pump 75.00% 75.00% 75.00% 75.00% 75.00% 75.00% 75.00% 75.00% %

5 Length of Rising main DI pipe 139.00 139.00 2294.00 2294.00 8312.00 8312.00 10065.00 10065.00 M

6 Diameter, Type & class of Pipe 746.16 746.16 739.38 739.38 738.12 738.12 744.38 744.38 API 5L

7 Value of C for DI material 140.00 140.00 140.00 140.00 140.00 140.00 140.00 140.00 API 5L

8 Calculation of Static Head 63.98 63.98 658.08 658.08 509.38 509.38 442.66 442.66 M

9Calculation of Frictional Head for DI

pipe line

aCalculation of Frictional head per 1000

meter1.506 3.693 1.575 3.861 1.588 3.893 1.524 3.736

M per

1000M

bFrictional head for total length of Rising

main0.209 0.513 3.612 8.856 13.198 32.357 15.338 37.603 M

c Add for losses in bends and valve (20%) 0.04 0.10 0.72 1.77 2.64 6.47 3.07 7.52 M

d Total Frictional Head (10+11) 0.25 0.62 4.33 10.63 15.84 38.83 18.41 45.12 M


Design of raw water pumping Machinery

Rising Main from Intake to

Desilting Tank

Rising Main from WTP to

Devidhar

Rising Main from Devidhar to

DummiunitDiscriptionSr.No.

Rising Main from Dummi to

Sanjauli



Executive Engineer

SJPNLPage No.78


2035 2050 2035 2050 2035 2050 2035 2050

Rising Main from Intake to

Desilting Tank

Rising Main from WTP to

Devidhar

Rising Main from Devidhar to

DummiunitDiscriptionSr.No.

Rising Main from Dummi to

Sanjauli

10 Velocity Head 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 M

14 Total head on pump (8c+12+13) 68.23 68.60 666.41 672.71 529.22 552.21 465.07 491.78 M

Say 69.00 69.00 667.00 673.00 530.00 553.00 466.00 492.00

15Total BHP Reqiured (with 10 %

overloading) Q*h/(75*n)728.91 1183.00 7046.16 11538.55 5598.90 9481.15 4922.81 8435.31 BHP

730.00 1190.00 7050.00 11540.00 5600.00 9490.00 4930.00 8440.00 BHP

Provide 730.00 1190.00 1175.00 1925.00 935.00 1585.00 825.00 1410.00

working 1.00 1.00 6.00 6.00 6.00 6.00 6.00 6.00

stand by 1.00 1.00 3.00 3.00 3.00 3.00 3.00 3.00



Executive Engineer

SJPNLPage No.79


Design of Economic Size of Rising Main I N P U T D A T A

From : LSL at Intake ========= ========== ========= ============

TO : FSL at Desilting tank 1) Water requirement : Year Discharge

P I P E D A T A

A. Initial 2020 21.82 mld ----------------------- ---------------- ------------------ ---------------- ---------------------B. Intermediate 2035 41.67 mld Int DIAMETER MATERIAL Thickness HWC RATE Out Diameter

C. Ultimate 2050 67.63 mld mm Class Rs/M mm----------------------- ---------------- ------------------ ---------------- ---------------------

2) Pumping main LENGTH 139 M 695.36 API 5L 7.92 140 10027.57 711.20

3) Static head for pump ST.HEAD 63.98 M 746.16 API 5L 7.92 140 10864.82 762.00

4) Design period YEAR 30 yr. 795.32 API 5L 8.74 140 12789.03 812.80

5) Combined eff. of pump set EFF. % 75 % 844.54 API 5L 9.53 140 14816.58 863.60

6) Cost of pumping unit Rs./KW 13428 Rs 895.34 API 5L 9.53 140 15688.14 914.40

7) Interest rate INTEREST 12.00 % 944.58 API 5L 10.31 140 17915.06 965.20

8) Life of elec. motors P.Yrs 15 yr. 993.74 API 5L 11.13 140 20357.82 1016.00

9) Energy charges P/KWH 400.0 paise 1044.54 API 5L 11.13 140 21375.71 1066.80

10) Pumping hours for discharge PUMPING- 24 hrs 1093.78 API 5L 11.91 140 23962.96 1117.60

the end of 15 years HOURS========= ============ ========= =========== =========== ========= ============ ============= ========= ========== ========= ============

CALCULATIONS: 1st 15 years 2nd 15 years

1) Discharge at Start OF PERIOD 21.82 mld 41.67 mld

2) Discharge at the end of 15 yrs 41.67 mld 67.63 mld

3) Average Discharge 31.75 mld 54.65 mld

4) Ave.pumping hours during the period 18.28 hrs 19.39 hrs

5) KW required at combined 6.31 * H1 10.23 * H2 efficiency of pumping set

6) Ave.annual charges for electrical

energy Rs. 26710.3 * KW1 28333.7 * KW2========= ============ ========= =========== =========== ========= ============ ============= ========= ========== ========= ============

TABLE 1 - VELOCITY AND HEADLOSSES FOR DIFFERENT PIPE SIZES

---------------- ---------------------- ---------------- ------------------- -------------------- ---------------- ---------------------- ----------------------- ---------------- ------------------ ---------------- ---------------------


CALCULATION OF LEAST-COST PIPE SIZE




Executive Engineer

SJPNLPage No.80


139 m length

Sr. Pipe Frictional Head Velocity in including 63.98 m static head

No. Size in loss per m/s

mm. 1000 m 1st stage flow 2nd stage flow

1st 2nd 1st 2nd Frictional Total Frictional Total

stage stage stage stage loss Other* losses loss Other* losses

flow flow flow flow losses H1 losses H2---------------- ---------------------- ---------------- ------------------- -------------------- ---------------- ---------------------- ----------------------- ---------------- ------------------ ---------------- ---------------------

1 695.36 1.72 4.22 1.27 2.06 0.24 0.02 64.24 0.59 0.06 64.63

2 746.16 1.22 2.99 1.10 1.79 0.17 0.02 64.17 0.42 0.04 64.44

3 795.32 0.89 2.19 0.97 1.58 0.12 0.01 64.12 0.30 0.03 64.32

4 844.54 0.67 1.64 0.86 1.40 0.09 0.01 64.08 0.23 0.02 64.23

5 895.34 0.50 1.23 0.77 1.24 0.07 0.01 64.06 0.17 0.02 64.17

6 944.58 0.39 0.95 0.69 1.12 0.05 0.01 64.04 0.13 0.01 64.13

7 993.74 0.30 0.74 0.62 1.01 0.04 0.00 64.03 0.10 0.01 64.09

8 1044.54 0.24 0.58 0.56 0.91 0.03 0.00 64.02 0.08 0.01 64.07

9 1093.78 0.19 0.46 0.51 0.83 0.03 0.00 64.01 0.06 0.01 64.05

>>> * Other losses = 10% of frictional loss

========= ============ ========= =========== =========== ========= ============ ============= ========= ========== ========= ============

TABLE 2 - KILOWATTS & COST OF PUMP SETS REQUIRED FOR DIFFERENT PIPE SIZES AND PIPE COST---------------- ---------------------- ---------------- ------------------- -------------------- ---------------- ---------------------- ----------------------- ---------------- ------------------ ---------------- ---------------------

1st stage flow of 2nd stage flow of Cost Cost

41.67 million liters/day 67.63million liters/day of of

pipe 139

PIPE Class H1 Kw H2 Kw Pump per meter

Size of Total req'd Total req'd Cost @ Rs unit pipe

Sr. in PIPE head plus % head plus % 13428 length line

No. mm in 50 in 50 per kw THS 100

meters standby meters standby Rs THS ( Rs ) ( Rs )

---------------- ---------------------- ---------------- ------------------- -------------------- ---------------- ---------------------- ----------------------- ---------------- ------------------ ---------------- ---------------------

1 695.36 7.92 64.00 605 65.00 998 13401 10027.57 1393.83

2 746.16 7.92 64.00 605 64.00 982 13186 10864.82 1510.21

3 795.32 8.74 64.00 605 64.00 982 13186 12789.03 1777.67

Rs THS

Total head (m) for

Pump

Cost @ Rs

13428

per kw

8124

8124

8124



Executive Engineer

SJPNLPage No.81


4 844.54 9.53 64.00 605 64.00 982 13186 14816.58 2059.50

5 895.34 9.53 64.00 605 64.00 982 13186 15688.14 2180.65

6 944.58 10.31 64.00 605 64.00 982 13186 17915.06 2490.19

7 993.74 11.13 64.00 605 64.00 982 13186 20357.82 2829.74

8 1044.54 11.13 64.00 605 64.00 982 13186 21375.71 2971.22

9 1093.78 11.91 64.00 605 64.00 982 13186 23962.96 3330.85========= ============ ========= =========== =========== ========= ============ ============= ========= ========== ========= ============

TABLE 3 - COMPARATIVE STATEMENT OF OVERALL COST OF PUMPING MAIN FOR DIFFERENT PIPE SIZES---------------- ---------------------- ---------------- ------------------- -------------------- ---------------- ---------------------- ----------------------- ---------------- ------------------ ---------------- ---------------------

1st stage flow 41.67 mld 2nd stage flow 67.63 mld

GRAND

TOTAL of

Cost Annual Capitalised Capitalised Cost Annual Capitalised Capitalised Capitalised Internal Outer

of Energy Energy Total of Energy Energy Total cost Diameter Diameter

Sr. pump Charges Charges Cost pump Charges Charges Cost for in in

No. sets sets 30 yrs (mm) (mm)

THS THS THS THS THS THS THS THS THS

( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs )---------------- ---------------------- ---------------- ------------------- -------------------- ---------------- ---------------------- ----------------------- ---------------- ------------------ ---------------- -

1 8124 10773 73373 82891 13401 18851 128392 25905 108796 695.36 711.20

2 8124 10773 73373 83007 13186 18549 126335 25490 108497 746.16 762.00 Min

3 8124 10773 73373 83275 13186 18549 126335 25490 108765 795.32 812.80

4 8124 10773 73373 83557 13186 18549 126335 25490 109047 844.54 863.60

5 8124 10773 73373 83678 13186 18549 126335 25490 109168 895.34 914.40

6 8124 10773 73373 83987 13186 18549 126335 25490 109477 944.58 965.20

7 8124 10773 73373 84327 13186 18549 126335 25490 109817 993.74 1016.00

8 8124 10773 73373 84468 13186 18549 126335 25490 109958 1044.54 1066.80

9 8124 10773 73373 84828 13186 18549 126335 25490 110318 1093.78 1117.60

*** TABLE 3 shows that the most economical size of MAIN is : =

762.00 mm costing CAPITALISED Rs. 108497 thousands ==== ========= =========== =============================

8124

8124

8124

8124

8124

8124



Executive Engineer

SJPNLPage No.82



From : LSL at WTP ========= ========== ========= ============

TO : FSL at Devidhar 1) Water requirement : Year Discharge

P I P E D A T A

A. Initial 2020 21.82 mld ----------------------- ---------------- ----------------- ---------------- ---------------------B. Intermediate 2035 41.67 mld Int DIAMETER MATERIAL Thickness HWC RATE Out Diameter

C. Ultimate 2050 67.63 mld mm Class Rs/M mm----------------------- ---------------- ----------------- ---------------- ---------------------










the end of 15 years HOURS========= ============ ========= =========== ============ ========= ============ ============= ========= ========== ========= ============








energy Rs. 26710.3 * KW1 28333.7 * KW2========= ============ ========= =========== ============ ========= ============ ============= ========= ========== ========= ============


---------------- ---------------------- ---------------- ------------------- -------------------- ---------------- --------------------- ----------------------- ---------------- ----------------- ---------------- ---------------------

2245 m length



Total head (m) for






Executive Engineer

SJPNLPage No.83





flow flow flow flow losses H1 losses H2---------------- ---------------------- ---------------- ------------------- -------------------- ---------------- --------------------- ----------------------- ---------------- ----------------- ---------------- ---------------------

1 689.30 1.80 4.40 1.29 2.10 4.03 0.40 513.82 9.89 0.99 520.25

2 739.38 1.28 3.13 1.12 1.82 2.87 0.29 512.53 7.03 0.70 517.11

3 789.30 0.93 2.28 0.99 1.60 2.08 0.21 511.67 5.11 0.51 515.00

4 839.20 0.69 1.69 0.87 1.42 1.55 0.15 511.08 3.79 0.38 513.55

5 889.12 0.52 1.27 0.78 1.26 1.17 0.12 510.66 2.86 0.29 512.53

6 938.97 0.40 0.98 0.70 1.13 0.89 0.09 510.36 2.19 0.22 511.79

7 988.79 0.31 0.76 0.63 1.02 0.70 0.07 510.15 1.71 0.17 511.26

8 1038.63 0.24 0.60 0.57 0.92 0.55 0.05 509.98 1.34 0.13 510.86

9 1088.42 0.19 0.48 0.52 0.84 0.44 0.04 509.86 1.07 0.11 510.56


========= ============ ========= =========== ============ ========= ============ ============= ========= ========== ========= ============

TABLE 2 - KILOWATTS & COST OF PUMP SETS REQUIRED FOR DIFFERENT PIPE SIZES AND PIPE COST---------------- ---------------------- ---------------- ------------------- -------------------- ---------------- --------------------- ----------------------- ---------------- ----------------- ---------------- ---------------------



pipe 2245






---------------- ---------------------- ---------------- ------------------- -------------------- ---------------- --------------------- ----------------------- ---------------- ----------------- ---------------- ---------------------

1 689.30 10.95 514.00 4862 520.00 7982 107182 13802.92 30987.55

2 739.38 11.31 513.00 4852 517.00 7936 106565 15517.63 34837.07

3 789.30 11.75 512.00 4843 515.00 7905 106148 17193.63 38599.70

4 839.20 12.20 511.00 4833 514.00 7890 105947 18969.23 42585.93

5 889.12 12.64 511.00 4833 513.00 7875 105746 20804.55 46706.22

Rs THS

Pump

Cost @ Rs

13428

per kw

65287

65153

65032

64898

64898



Executive Engineer

SJPNLPage No.84


6 938.97 13.12 510.00 4824 512.00 7859 105531 22793.26 51170.87

7 988.79 13.61 510.00 4824 511.00 7844 105329 24886.77 55870.79

8 1038.63 14.09 510.00 4824 511.00 7844 105329 27054.47 60737.30

9 1088.42 14.59 510.00 4824 511.00 7844 105329 29359.51 65912.09========= ============ ========= =========== ============ ========= ============ ============= ========= ========== ========= ============

TABLE 3 - COMPARATIVE STATEMENT OF OVERALL COST OF PUMPING MAIN FOR DIFFERENT PIPE SIZES---------------- ---------------------- ---------------- ------------------- -------------------- ---------------- --------------------- ----------------------- ---------------- ----------------- ---------------- ---------------------


GRAND

TOTAL of






( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs )---------------- ---------------------- ---------------- ------------------- -------------------- ---------------- --------------------- ----------------------- ---------------- ----------------- ---------------- -

1 65287 86577 589664 685939 107182 150773 1026894 207191 893130 689.30 711.20 Min

2 65153 86399 588452 688442 106565 149904 1020976 205998 894440 739.38 762.00

3 65032 86239 587362 690994 106148 149318 1016985 205192 896186 789.30 812.80

4 64898 86061 586150 693634 105947 149035 1015057 204803 898437 839.20 863.60

5 64898 86061 586150 697754 105746 148752 1013130 204414 902168 889.12 914.40

6 64777 85900 585053 701001 105531 148450 1011073 203999 905000 938.97 965.20

7 64777 85900 585053 705701 105329 148166 1009139 203609 909310 988.79 1016.00

8 64777 85900 585053 710567 105329 148166 1009139 203609 914176 1038.63 1066.80

9 64777 85900 585053 715742 105329 148166 1009139 203609 919351 1088.42 1117.60


711.20 mm costing CAPITALISED Rs. 893130 thousands To keep the velocity less than 2 m/s 762 mm dia pipe is proposed. ==== ========= =========== =============================

64777

64777

64777

64777



Executive Engineer

SJPNLPage No.85



From : LSL at Devidhar ========= ========== ========= ============

TO : FSL at Dummi 1) Water requirement : Year Discharge

P I P E D A T A

A. Initial 2020 21.82 mld ------------------------ ----------------- ------------------ ---------------- ----------------------B. Intermediate 2035 41.67 mld Int DIAMETER MATERIAL Thickness HWC RATE Out Diameter

C. Ultimate 2050 67.63 mld mm Class Rs/M mm------------------------ ----------------- ------------------ ---------------- ----------------------


















energy Rs. 26710.3 * KW1 28333.7 * KW2========= ============ ========= =========== ============ ========= ============ ============= ========= ========== ========= ============


---------------- ---------------------- ---------------- -------------------- --------------------- ---------------- ---------------------- ------------------------ ----------------- ------------------ ---------------- ----------------------

8312 m length


Total head (m) for






Executive Engineer

SJPNLPage No.86






flow flow flow flow losses H1 losses H2---------------- ---------------------- ---------------- -------------------- --------------------- ---------------- ---------------------- ------------------------ ----------------- ------------------ ---------------- ----------------------

1 688.03 1.81 4.44 1.30 2.11 15.06 1.51 698.26 36.93 3.69 722.32

2 738.12 1.29 3.16 1.13 1.83 10.70 1.07 693.46 26.23 2.62 710.54

3 788.04 0.94 2.29 0.99 1.61 7.78 0.78 690.25 19.07 1.91 702.67

4 837.91 0.69 1.70 0.88 1.42 5.77 0.58 688.04 14.14 1.41 697.25

5 887.80 0.52 1.28 0.78 1.27 4.35 0.44 686.48 10.67 1.07 693.43

6 937.61 0.40 0.98 0.70 1.13 3.34 0.33 685.36 8.18 0.82 690.69

7 987.38 0.31 0.76 0.63 1.02 2.59 0.26 684.54 6.36 0.64 688.68

8 1037.17 0.25 0.60 0.57 0.93 2.04 0.20 683.94 5.00 0.50 687.19

9 1086.91 0.20 0.48 0.52 0.84 1.62 0.16 683.48 3.98 0.40 686.07


========= ============ ========= =========== ============ ========= ============ ============= ========= ========== ========= ============

TABLE 2 - KILOWATTS & COST OF PUMP SETS REQUIRED FOR DIFFERENT PIPE SIZES AND PIPE COST---------------- ---------------------- ---------------- -------------------- --------------------- ---------------- ---------------------- ------------------------ ----------------- ------------------ ---------------- ----------------------



pipe 8312






---------------- ---------------------- ---------------- -------------------- --------------------- ---------------- ---------------------- ------------------------ ----------------- ------------------ ---------------- ----------------------

1 688.03 11.59 698.00 6602 722.00 11083 148823 14593.94 121304.85

2 738.12 11.94 693.00 6555 711.00 10914 146553 16380.83 136157.49

3 788.04 12.38 690.00 6526 703.00 10791 144902 18118.72 150602.84

4 837.91 12.84 688.00 6507 697.00 10699 143666 19968.76 165980.34

Rs THS

Pump

Cost @ Rs

13428

per kw

88652

88021

87631

87376



Executive Engineer

SJPNLPage No.87


5 887.80 13.30 686.00 6488 693.00 10638 142847 21890.36 181952.68

6 937.61 13.80 685.00 6479 691.00 10607 142431 23974.33 199274.63

7 987.38 14.31 685.00 6479 689.00 10576 142015 26171.83 217540.27

8 1037.17 14.82 684.00 6469 687.00 10546 141612 28453.36 236504.32

9 1086.91 15.35 683.00 6460 686.00 10530 141397 30878.52 256662.23========= ============ ========= =========== ============ ========= ============ ============= ========= ========== ========= ============

TABLE 3 - COMPARATIVE STATEMENT OF OVERALL COST OF PUMPING MAIN FOR DIFFERENT PIPE SIZES---------------- ---------------------- ---------------- -------------------- --------------------- ---------------- ---------------------- ------------------------ ----------------- ------------------ ---------------- ----------------------


GRAND

TOTAL of






( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs )---------------- ---------------------- ---------------- -------------------- --------------------- ---------------- ---------------------- ------------------------ ----------------- ------------------ ---------------- -

1 88652 117561 800692 1010649 148823 209348 1425841 287685 1298334 688.03 711.20 Min

2 88021 116724 794991 1019169 146553 206156 1404101 283299 1302468 738.12 762.00

3 87631 116208 791477 1029711 144902 203832 1388272 280105 1309816 788.04 812.80

4 87376 115869 789168 1042524 143666 202095 1376442 277718 1320242 837.91 863.60

5 87121 115531 786866 1055940 142847 200942 1368589 276134 1332074 887.80 914.40

6 87000 115371 785776 1072051 142431 200357 1364604 275330 1347381 937.61 965.20

7 87000 115371 785776 1090316 142015 199771 1360613 274525 1364841 987.38 1016.00

8 86866 115193 784564 1107934 141612 199205 1356758 273747 1381681 1037.17 1066.80

9 86745 115032 783467 1126874 141397 198902 1354695 273330 1400204 1086.91 1117.60


711.20 mm costing CAPITALISED Rs. 1298334 thousands To keep the velocity less than 2 m/s 762 mm dia pipe is proposed. ==== ========= =========== =============================

87000

86866

86745

87121

87000



Executive Engineer

SJPNLPage No.88



From : LSL at Dummi ========= ========== ========= ============

TO : FSL at Ridge 1) Water requirement : Year Discharge

P I P E D A T A

A. Initial 2020 21.82 mld ------------------------ ----------------- ------------------ ---------------- ---------------------- -------------------B. Intermediate 2035 41.67 mld Int DIAMETER MATERIAL Thickness HWC RATE Out Diameter

C. Ultimate 2050 67.63 mld mm Class Rs/M mm------------------------ ----------------- ------------------ ---------------- ---------------------- -------------------


















energy Rs. 26710.3 * KW1 28333.7 * KW2========= ============ ========= =========== ============ ========= ============ ============= ========= ========== ========= ============


---------------- ---------------------- ---------------- -------------------- --------------------- ---------------- ---------------------- ------------------------ ----------------- ------------------ ---------------- ----------------------






Executive Engineer

SJPNLPage No.89


10065 m length






flow flow flow flow losses H1 losses H2---------------- ---------------------- ---------------- -------------------- --------------------- ---------------- ---------------------- ------------------------ ----------------- ------------------ ---------------- ----------------------

1 693.82 1.74 4.27 1.28 2.07 17.51 1.75 461.92 42.93 4.29 489.89

2 744.38 1.24 3.03 1.11 1.80 12.43 1.24 456.34 30.48 3.05 476.19

3 794.75 0.90 2.20 0.97 1.58 9.04 0.90 452.60 22.16 2.22 467.03

4 844.54 0.67 1.64 0.86 1.40 6.72 0.67 450.05 16.48 1.65 460.79

5 895.34 0.50 1.23 0.77 1.24 5.06 0.51 448.22 12.40 1.24 456.30

6 944.58 0.39 0.95 0.69 1.12 3.90 0.39 446.95 9.55 0.96 453.17

7 993.74 0.30 0.74 0.62 1.01 3.04 0.30 446.01 7.46 0.75 450.87

8 1044.54 0.24 0.58 0.56 0.91 2.39 0.24 445.29 5.85 0.59 449.10

9 1093.78 0.19 0.46 0.51 0.83 1.91 0.19 444.76 4.68 0.47 447.81


========= ============ ========= =========== ============ ========= ============ ============= ========= ========== ========= ============

TABLE 2 - KILOWATTS & COST OF PUMP SETS REQUIRED FOR DIFFERENT PIPE SIZES AND PIPE COST---------------- ---------------------- ---------------- -------------------- --------------------- ---------------- ---------------------- ------------------------ ----------------- ------------------ ---------------- ----------------------



pipe 10065






---------------- ---------------------- ---------------- -------------------- --------------------- ---------------- ---------------------- ------------------------ ----------------- ------------------ ---------------- ----------------------

1 693.82 8.69 462.00 4370 490.00 7522 101005 10989.59 110610.20

2 744.38 8.81 456.00 4313 476.00 7307 98118 12088.48 121670.55

3 794.75 9.02 453.00 4285 467.00 7169 96265 13205.88 132917.15

Rs THS

Total head (m) for

Pump

Cost @ Rs

13428

per kw

58680

57915

57539



Executive Engineer

SJPNLPage No.90


4 844.54 9.53 450.00 4256 461.00 7076 95017 14816.58 149128.86

5 895.34 9.53 448.00 4237 456.00 7000 93996 15688.14 157901.15

6 944.58 10.31 447.00 4228 453.00 6954 93378 17915.06 180315.12

7 993.74 11.13 446.00 4218 451.00 6923 92962 20357.82 204901.45

8 1044.54 11.13 445.00 4209 449.00 6892 92546 21375.71 215146.53

9 1093.78 11.91 445.00 4209 448.00 6877 92344 23962.96 241187.24========= ============ ========= =========== ============ ========= ============ ============= ========= ========== ========= ============

TABLE 3 - COMPARATIVE STATEMENT OF OVERALL COST OF PUMPING MAIN FOR DIFFERENT PIPE SIZES---------------- ---------------------- ---------------- -------------------- --------------------- ---------------- ---------------------- ------------------------ ----------------- ------------------ ---------------- ----------------------


GRAND

TOTAL of






( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs ) ( Rs )---------------- ---------------------- ---------------- -------------------- --------------------- ---------------- ---------------------- ------------------------ ----------------- ------------------ ---------------- -

1 58680 77816 529994 699284 101005 142084 967715 195251 894535 693.82 711.20

2 57915 76801 523081 702667 98118 138023 940056 189671 892338 744.38 762.00 Min

3 57539 76302 519683 710139 96265 135416 922300 186088 896227 794.75 812.80

4 57150 75786 516168 722447 95017 133659 910333 183674 906121 844.54 863.60

5 56894 75448 513866 728661 93996 132224 900560 181702 910363 895.34 914.40

6 56774 75287 512770 749859 93378 131355 894641 180507 930366 944.58 965.20

7 56639 75109 511557 773097 92962 130769 890650 179702 952799 993.74 1016.00

8 56518 74949 510467 782132 92546 130184 886666 178898 961030 1044.54 1066.80

9 56518 74949 510467 808172 92344 129900 884731 178508 986680 1093.78 1117.60


762 mm costing CAPITALISED Rs. 892338 thousands ==== ========= =========== =============================

56639

56518

56518

57150

56894

56774



Executive Engineer

SJPNLPage No.91

FINANCIAL

STATEMENT

SHIMLA JAL PRABANDHAN NIGAM LIMITED Financial Statements

S.N. Year Population Tot. Qty. LtrsTotal Estt.

Charges

Electrical

Charges

Chemical

Charges

Maintainence

and Repairs

Total Direct

Charges

Total Cost of

Water per 1000

litre

1 2020 243250 21818159 12099060 306378016 2805000 43335283 364617359 45.79

2 2021 248264 23141800 13066758 339255565 3111906 45502047 400936276 47.47

3 2022 253279 24465441 14112102 374654925 3470534 47777149 440014710 49.27

4 2023 258293 25789082 15240894 412746081 3827727 50166006 481980708 51.2

5 2024 263308 27112724 16460052 453709716 4222957 52674307 527067031 53.26

6 2025 268322 28436365 17777190 497737848 4657541 55308022 575480601 55.45

7 2026 273337 29760006 19199508 545034520 5115026 58073423 627422477 57.76

8 2027 278351 31083647 20735070 595816515 5617102 60977094 683145781 60.21

9 2028 283366 32407288 22394034 650314122 6145639 64025949 742879744 62.8

10 2029 288380 33730929 24185442 708771949 6724546 67227247 806909184 65.54

11 2030 293395 35054571 26120808 771449773 7333888 70588609 875493078 68.43

12 2031 298409 36378212 28210368 838623450 7972038 74118039 948923896 71.47

13 2032 303424 37701853 30466794 910585871 8701297 77823941 1027577903 74.67

14 2033 308438 39025494 32903724 987647974 9435547 81715138 1111702383 78.05

15 2034 313453 40349135 35535948 1070139823 10271968 85800895 1201748635 81.6

16 2035 318467 41672776 38378502 1158411738 11115532 90090940 1297996712 85.34

17 2036 324814 43403489 41448462 1347315704 12151914 94595487 1495511567 94.4

18 2037 331161 45134202 44764098 1466388474 13263758 99325261 1623741592 98.56


O & M EXPENDITURE STATEMENT



Executive Engineer

SJPNL


S.N. Year Population Tot. Qty. LtrsTotal Estt.

Charges

Electrical

Charges

Chemical

Charges

Maintainence

and Repairs

Total Direct

Charges

Total Cost of

Water per 1000

litre

19 2038 337508 46864915 48344832 1594000232 14495680 104291524 1761132268 102.96

20 2039 343856 48595628 52212174 1730707194 15776578 109506101 1908202047 107.58

21 2040 350203 50326341 56389182 1877099852 17149208 114981406 2065619648 112.45

22 2041 356550 52057054 60899952 2033805008 18619715 120730476 2234055151 117.58

23 2042 362897 53787767 65771718 2201487929 20194630 126767000 2414221277 122.97

24 2043 369244 55518480 71033148 2380854630 21880075 133105350 2606873203 128.64

25 2044 375591 57249193 76715922 2572654282 23683638 139760617 2812814459 134.61

26 2045 381938 58979906 82853508 2777681762 25668210 146748648 3032952128 140.89

27 2046 388285 60710619 89482230 2996780354 27734205 154086080 3268082870 147.48

28 2047 394633 62441332 96641154 3230844601 29942442 161790384 3519218582 154.41

29 2048 400980 64172045 104372550 3480823322 32302126 169879904 3787377902 161.7

30 2049 407327 65902758 112721982 3747722804 34822970 178373899 4073641655 169.35

31 2050 413674 67633471 121739802 4032610176 37514964 187292594 4379157535 177.39



Executive Engineer

SJPNL


Year Supervisor Rate Amount Electrician Rate Amount

Pump

Operator/

Fitter etc.

Rate Amount Labour Rate AmountTotal Estt.

Charges

2020 1.0 14850 178200 2 12690 228420 76 10590 9594540 18 9990 2097900 12099060

2021 1.0 16038 192456 2 13705 246690 76 11437 10361922 18 10789 2265690 13066758

2022 1.0 17321 207852 2 14801 266418 76 12352 11190912 18 11652 2446920 14112102

2023 1.0 18707 224484 2 15985 287730 76 13340 12086040 18 12584 2642640 15240894

2024 1.0 20204 242448 2 17264 310752 76 14407 13052742 18 13591 2854110 16460052

2025 1.0 21820 261840 2 18645 335610 76 15560 14097360 18 14678 3082380 17777190

2026 1.0 23566 282792 2 20137 362466 76 16805 15225330 18 15852 3328920 19199508

2027 1.0 25451 305412 2 21748 391464 76 18149 16442994 18 17120 3595200 20735070

2028 1.0 27487 329844 2 23488 422784 76 19601 17758506 18 18490 3882900 22394034

2029 1.0 29686 356232 2 25367 456606 76 21169 19179114 18 19969 4193490 24185442

2030 1.0 32061 384732 2 27396 493128 76 22863 20713878 18 21567 4529070 26120808

2031 1.0 34626 415512 2 29588 532584 76 24692 22370952 18 23292 4891320 28210368

2032 1.0 37396 448752 2 31955 575190 76 26667 24160302 18 25155 5282550 30466794

2033 1.0 40388 484656 2 34511 621198 76 28800 26092800 18 27167 5705070 32903724

2034 1.0 43619 523428 2 37272 670896 76 31104 28180224 18 29340 6161400 35535948

2035 1 47109 565308 2 40254 724572 76 33592 30434352 18 31687 6654270 38378502

2036 1.0 50878 610536 2 43474 782532 76 36279 32868774 18 34222 7186620 41448462

2037 1.0 54948 659376 2 46952 845136 76 39181 35497986 18 36960 7761600 44764098

2038 1.0 59344 712128 2 50708 912744 76 42315 38337390 18 39917 8382570 48344832


ESTABLISHMENT CHARGES



Executive Engineer

SJPNLPage No.94


Year Supervisor Rate Amount Electrician Rate Amount

Pump

Operator/

Fitter etc.

Rate Amount Labour Rate AmountTotal Estt.

Charges

2039 1.0 64092 769104 2 54765 985770 76 45700 41404200 18 43110 9053100 52212174

2040 1.0 69219 830628 2 59146 1064628 76 49356 44716536 18 46559 9777390 56389182

2041 1.0 74757 897084 2 63878 1149804 76 53304 48293424 18 50284 10559640 60899952

2042 1.0 80738 968856 2 68988 1241784 76 57568 52156608 18 54307 11404470 65771718

2043 1.0 87197 1046364 2 74507 1341126 76 62173 56328738 18 58652 12316920 71033148

2044 1.0 94173 1130076 2 80468 1448424 76 67147 60835182 18 63344 13302240 76715922

2045 1.0 101707 1220484 2 86905 1564290 76 72519 65702214 18 68412 14366520 82853508

2046 1.0 109844 1318128 2 93857 1689426 76 78321 70958826 18 73885 15515850 89482230

2047 1.0 118632 1423584 2 101366 1824588 76 84587 76635822 18 79796 16757160 96641154

2048 1.0 128123 1537476 2 109475 1970550 76 91354 82766724 18 86180 18097800 104372550

2049 1.0 138373 1660476 2 118233 2128194 76 98662 89387772 18 93074 19545540 112721982

2050 1 149443 1793316 2 127692 2298456 76 106555 96538830 18 100520 21109200 121739802



Executive Engineer

SJPNLPage No.95


Sr. No. SubworksNo of

Units

Superinte

ndent

Manager

(A.E.E.)

Supervisor

/Asstt.

Manager

(A.E.)

Assitant

Supervisor/

Junior

manager

Operators Fitters HelpersElectrician/

MechanicWatchman

1 Pump House 5.00 0 0 0 35 30 0 0 5

2 RWRM 1.00 0 0 0 0 0 1 0 0

3 WTP 1.00 1 1 1 4 4 0 2 2

4 PWRM 3.00 0 0 0 0 3 3 0 0

5 ESR/GSR 5.00 0 0 0 0 0 0 0 5

6 Gravity Main 2.00 0 0 0 0 0 0 0 2

7 D/System 0.00 0 0 0 0 0 0 0 0

1 1 1 39 37 4 2 14


Staff Pattern

Total



Executive Engineer

SJPNLPage No.96


YearConnected

HP /KW

Connected

Max.

Demand In

KVA

Demand

Charges Per

KVA In Rs.

Demand

Charges in

Rs.

Tot. Qty. Ltrs

Rate of

Pumping in

lps

Hrs. of

Pumping

Running

KWH

Avg. unit

Energy

Charges in

Rs

10 % Fuel /Sur.

Charges on

unit charges

Power ChargesTotal Power

Charges

2020 13659 17074.1 1800 30733335.0 24436337.9 540.2 12.6 62646518.45 4.0 4.40 275644681.18 306378016.18

2021 13659 17074.1 1890 32270001.8 25918816.0 540.2 13.3 66447091.72 4.2 4.62 306985563.75 339255565.50

2022 13659 17074.1 1985 33883501.8 27401294.1 540.2 14.1 70247665 4.4 4.85 340771422.92 374654924.75

2023 13659 17074.1 2084 35577676.9 28883772.2 540.2 14.9 74048238.28 4.6 5.09 377168404.09 412746081.02

2024 13659 17074.1 2188 37356560.8 30366250.4 540.2 15.6 77848811.55 4.9 5.35 416353154.77 453709715.55

2025 13659 17074.1 2297 39224388.8 31848728.5 540.2 16.4 81649384.83 5.1 5.62 458513459.57 497737848.39

2026 13659 17074.1 2412 41185608.3 33331206.6 540.2 17.1 85449958.11 5.4 5.90 503848911.96 545034520.22

2027 13659 17074.1 2533 43244888.7 34813684.7 540.2 17.9 89250531.38 5.6 6.19 552571625.88 595816514.55

2028 13659 17074.1 2659 45407133.1 36296162.8 540.2 18.7 93051104.66 5.9 6.50 604906988.97 650314122.08

2029 13659 17074.1 2792 47677489.8 37778640.9 540.2 19.4 96851677.94 6.2 6.83 661094459.31 708771949.07

2030 13659 17074.1 2932 50061364.2 39261119.1 540.2 20.2 100652251.2 6.5 7.17 721388409.22 771449773.46

2031 13659 17074.1 3079 52564432.5 40743597.2 540.2 21.0 104452824.5 6.8 7.53 786059017.88 838623450.34

2032 13659 17074.1 3233 55192654.1 42226075.3 540.2 21.7 108253397.8 7.2 7.90 855393216.47 910585870.55

2033 13659 17074.1 3394 57952286.8 43708553.4 540.2 22.5 112053971.1 7.5 8.30 929695687.38 987647974.16

2034 13659 17074.1 3564 60849901.1 45191031.5 540.2 23.2 115854544.3 7.9 8.71 1009289922.25 1070139823.37

2035 13659 17074.1 3742 63892396.2 46673509.6 540.2 24.0 119655117.6 8.3 9.15 1094519341.47 1158411737.65

2036 22872 28590.5 3929 112336860.2 48611908.1 876.7 15.4 128581372.3 8.7 9.60 1234978844.30 1347315704.49

2037 22872 28590.5 4126 117953703.2 50550306.6 876.7 16.0 133708550.9 9.2 10.08 1348434771.10 1466388474.31

2038 22872 28590.5 4332 123851388.4 52488705.1 876.7 16.6 138835729.6 9.6 10.59 1470148843.59 1594000231.95


ENERGY CHARGES for Raw Water Rising Main



Executive Engineer

SJPNLPage No.97


YearConnected

HP /KW

Connected

Max.

Demand In

KVA

Demand

Charges Per

KVA In Rs.

Demand

Charges in

Rs.

Tot. Qty. Ltrs

Rate of

Pumping in

lps

Hrs. of

Pumping

Running

KWH

Avg. unit

Energy

Charges in

Rs

10 % Fuel /Sur.

Charges on

unit charges

Power ChargesTotal Power

Charges

2039 22872 28590.5 4549 130043957.8 54427103.6 876.7 17.2 143962908.3 10.1 11.12 1600663236.39 1730707194.17

2040 22872 28590.5 4776 136546155.7 56365502.1 876.7 17.9 149090086.9 10.6 11.67 1740553696.25 1877099851.92

2041 22872 28590.5 5015 143373463.5 58303900.6 876.7 18.5 154217265.6 11.1 12.26 1890431544.12 2033805007.58

2042 22872 28590.5 5265 150542136.6 60242299.1 876.7 19.1 159344444.3 11.7 12.87 2050945792.55 2201487929.18

2043 22872 28590.5 5529 158069243.5 62180697.6 876.7 19.7 164471622.9 12.3 13.51 2222785386.82 2380854630.28

2044 22872 28590.5 5805 165972705.6 64119096.1 876.7 20.3 169598801.6 12.9 14.19 2406681576.17 2572654281.81

2045 22872 28590.5 6095 174271340.9 66057494.6 876.7 20.9 174725980.3 13.5 14.90 2603410421.00 2777681761.92

2046 22872 28590.5 6400 182984908.0 67995893.1 876.7 21.5 179853158.9 14.2 15.64 2813795446.21 2996780354.17

2047 22872 28590.5 6720 192134153.4 69934291.6 876.7 22.2 184980337.6 14.9 16.43 3038710448.06 3230844601.42

2048 22872 28590.5 7056 201740861.0 71872690.1 876.7 22.8 190107516.3 15.7 17.25 3279082461.47 3480823322.50

2049 22872 28590.5 7409 211827904.1 73811088.6 876.7 23.4 195234694.9 16.5 18.11 3535894899.92 3747722804.00

2050 22872 28590.5 7779 222419299.3 75749487.1 876.7 24.0 200361873.6 17.3 19.02 3810190876.26 4032610175.54



Executive Engineer

SJPNLPage No.98


1 2020 243250 21818159 239.00 9000.00 2151000 40.00 16350.00 654000

2 2021 248264 23141800 253.00 9450.00 2390850 42.00 17168.00 721056

3 2022 253279 24465441 268.00 9923.00 2659364 45.00 18026.00 811170

4 2023 258293 25789082 282.00 10419.00 2938158 47.00 18927.00 889569

5 2024 263308 27112724 297.00 10940.00 3249180 49.00 19873.00 973777

6 2025 268322 28436365 311.00 11487.00 3572457 52.00 20867.00 1085084

7 2026 273337 29760006 326.00 12061.00 3931886 54.00 21910.00 1183140

8 2027 278351 31083647 340.00 12664.00 4305760 57.00 23006.00 1311342

9 2028 283366 32407288 355.00 13297.00 4720435 59.00 24156.00 1425204

10 2029 288380 33730929 369.00 13962.00 5151978 62.00 25364.00 1572568

11 2030 293395 35054571 384.00 14660.00 5629440 64.00 26632.00 1704448

12 2031 298409 36378212 398.00 15393.00 6126414 66.00 27964.00 1845624

13 2032 303424 37701853 413.00 16163.00 6675319 69.00 29362.00 2025978

14 2033 308438 39025494 427.00 16971.00 7246617 71.00 30830.00 2188930

15 2034 313453 40349135 442.00 17820.00 7876440 74.00 32372.00 2395528

16 2035 318467 41672776 456.00 18711.00 8532216 76.00 33991.00 2583316

17 2036 324814 43403489 475.00 19647.00 9332325 79.00 35691.00 2819589

18 2037 331161 45134202 494.00 20629.00 10190726 82.00 37476.00 3073032

19 2038 337508 46864915 513.00 21660.00 11111580 86.00 39350.00 3384100

Amount of

Alum

Chlorine

Requirement

(Tone)

Rate of

Chlorine

Amount of

Chlorine


CHEMICAL CHARGES

Sr. No. Year Population Tot. Qty. Ltrs

Alum

Requirement

(Tone)

Rate of

Alum



Executive Engineer

SJPNLPage No.99


Amount of

Alum

Chlorine

Requirement

(Tone)

Rate of

Chlorine

Amount of

ChlorineSr. No. Year Population Tot. Qty. Ltrs

Alum

Requirement

(Tone)

Rate of

Alum

20 2039 343856 48595628 532.00 22743.00 12099276 89.00 41318.00 3677302

21 2040 350203 50326341 551.00 23880.00 13157880 92.00 43384.00 3991328

22 2041 356550 52057054 570.00 25074.00 14292180 95.00 45553.00 4327535

23 2042 362897 53787767 589.00 26328.00 15507192 98.00 47831.00 4687438

24 2043 369244 55518480 608.00 27644.00 16807552 101.00 50223.00 5072523

25 2044 375591 57249193 627.00 29026.00 18199302 104.00 52734.00 5484336

26 2045 381938 58979906 646.00 30477.00 19688142 108.00 55371.00 5980068

27 2046 388285 60710619 665.00 32001.00 21280665 111.00 58140.00 6453540

28 2047 394633 62441332 684.00 33601.00 22983084 114.00 61047.00 6959358

29 2048 400980 64172045 703.00 35281.00 24802543 117.00 64099.00 7499583

30 2049 407327 65902758 722.00 37045.00 26746490 120.00 67304.00 8076480

31 2050 413674 67633471 741.00 38897.00 28822677 123.00 70669.00 8692287



Executive Engineer

SJPNLPage No.100


Annual M &

R Charges

Annual

Depreciation

(3x8) (5x7)

1 2 3 4 5 6 7 8 9 10

For Proposed Components

1

Detail survey and investigation including

consultancy services and site

development etc.

5300000 5565000 5008500 0 0

2 Acquisition of Land for various structures 197061300 206914365 186222929 0 0

3 Road Restoration and Plantation 54000000 56700000 51030000 0 0

25376002 26644802 23980322 67 0.0039 0.50% 126880 93523

105522766 110798904 99719014 67 0.0039 0.50% 527614 388904

20471565 21495143 19345629 67 0.0039 0.50% 102358 75448

4Water Treatment Plant (42 MLD) at

Shikrodi252000000 264600000 238140000 67 0.0039 0.50% 1260000 928746

5Desilting Tank at Shikrodi Capacity:-

10.50 ML 52500000 55125000 49612500 67 0.0039 0.50% 262500 193489

6

RCC sump well of 11.27 ML capacity

each at Devidhar and Dummi 112722451 118358574 106522716 67 0.0039 0.50% 563612 415439

7 Earthwork for Rising Main 131858963 138451912 124606720 0 0

8 Providing & laying of various rising mains 1201083903 1261138099 1135024289 50 0.0076 0.0025 3002710 8626185

9HT Lines from Himachal Pradesh State

Electricity Board Limited579119000 608074950 547267455 20 0.0354 0.0250 14477975 19373268

135507922 142283318 128054986 20 0.0354 0.0250 3387698 4533147

109620606 115101637 103591473 20 0.0354 0.0250 2740515 3667138

102700025 107835027 97051524 20 0.0354 0.0250 2567501 3435624

13Pumping Machinery for Raw water and

Pure Water Stages501750000 526837500 474153750 20 0.0354 0.0250 12543750 16785043

16

Automation to Raw Water Pumping

Machinery, Pure Water Pumping

Machinery and WTP

32018000 33618900 30257010 20 0.0354 0.0250 800450 1071098

10

Construction of pump house cum

attendant quarter 2 Nos. of 600 Sqm.

Each at Devidhar and Dummi .

36654000 38486700 34638030 67 0.0039 0.50% 183270 135088


10Providing Errecting Substations at

Shikrodi, Devidhar and Dummi


STATMENT SHOWING ANNUAL M & R CHARGES

Sr.

No.Sub Work Net cost Gross cost

90% of

Gross Cost

Life in

Years

Depreciation

Factor% of M & R



Executive Engineer

SJPNL


Annual M &

R Charges

Annual

Depreciation

(3x8) (5x7)

Sr.

No.Sub Work Net cost Gross cost

90% of

Gross Cost

Life in

Years

Depreciation

Factor% of M & R

11Construction of staff quarters Type-I,II &

III.61090000 64144500 57730050 67 0.0039 0.50% 305450 225147

12 Construction of bridges at various points. 29100000 30555000 27499500 67 0.0039 0.50% 145500 107248

road.67500000 70875000 63787500 67 0.0039 0.50% 337500 248771

15 Solar Power Plant 500 Kwp 38000000 39900000 35910000 0 0

16Environmental Impact Assessment &

Environmental Management Plan.(L.S)10000000 10500000 9450000 0 0

3860956504 4054004329 43335283 60303306Total Rs.



Executive Engineer

SJPNL

Construction of 12Km.5/7m wide Katcha 14

COST

ESTIMATES

Page - 103

SHIMLA JAL PRABANDHAN NIGAM LIMITED Cost Estimates

Sr.

No.Item of work

Amount

(Rs in Lac)

1Detail survey and investigation including consultancy

services and site development etc.L.S 53.00



Annexure-C 253.76

Annexure-D 1055.23

Annexure-E 204.72


6 Desilting Tank at Shikrodi Capacity:- 10.50 ML Annexure-G 525.00

7

RCC sump well of 11.27 ML capacity each at Devidhar

and Dummi Annexure-H 1127.22



10HT Lines from Himachal Pradesh State Electricity

Board LimitedAnnexure-K 5791.19

Annexure-L 1355.08

Annexure-M 1096.21

Annexure-N 1027.00

12Pumping Machinery for Raw water and Pure Water

StagesAnnexure-O 5017.50

13Automation to Raw Water Pumping Machinery, Pure

Water Pumping Machinery and WTPAnnexure-P 320.18

14Construction of pump house cum attendant quarter 2

Nos. of 600 Sqm. Each at Devidhar and Dummi .366.54

19Environmental Impact Assessment & Environmental

Management Plan.(L.S)L..S. 100.00

38609.57

772.19

1158.29

40540.04

405.40

Gross Total Rs. In Lac.

Gross Total Rs in Crore

Add 3% contingency

Consultancy fees for detailed design, tender documents, bid

management and construction & supervison @2 % of cost

Net Total Rs. In Lac.

Annexure-Q

Providing Errecting Substations at Shikrodi, Devidhar

and Dummi11

"GENERAL ABSTRACT OF COST"

Construction of Bulk Water Supply to Shimla on River Sutlej near Shikrodi Dist.

Shimla (HP).

Raw water stages at Shikrodi 4

Yash Innovative Solutions LLPAurangabad, Maharashtra Executive Engineer SJPNL





Page - 104

SHIMLA JAL PRABANDHAN NIGAM LIMITED Annexure-A

Sr.No. Description Qty Unit RateAmount (Rs.

In Lakh.)

1 Acquisition of land for 1No. WTP at Shikrodi village of area 300

mtr x200mtr. each ie 60000 sqm.60000 Sqm

2 Acquisition of land for 2 Nos. Storage tanks at Devidhar,

Dummi & of approximate size 50mx50m= 2500sqm. for each

tank.ie 2500x2=5000 sqm.

5000 Sqm

3 Acquisition of land for 2 Nos. pump houses Devidhar and

Dummi .=600sqm.each i.e. 600x2=1200sqm.1200 Sqm

4 Acquisition of land for laying of rising main & gravity main of

length 22891 rmt . for the portion proposed to be laid in the

private land which is approximately 12000 mtr. In length & 5mtr.

In width ie 12000x5=60000 sqm.

60000 Sqm

Total area of 1 to 4 above.

Average rate=(1822+2078+1461+885)/4 =1561.50 Per Sqm 126200 Sqm 1561.50 1970.61

Net Amount 1970.61

ABSTRACT OF COST


Acquisition of Land for various structures


Page - 105

SHIMLA JAL PRABANDHAN NIGAM LIMITED Annexure-B

Sr.No. Description Qty Unit RateAmount (Rs. In

Lakh.)

1 Restoration of metalled road approximately

5000mtr.x 5m wide @ 1000/-sqm. 25000 Sqm 1000 250.00

2 Restoration of Kachha road approximately 3000mtr.x

5m wide @ 600/-sqm.ie 3000x5x600=90,00,000/-15000 Sqm 600 90.00

3 Plantation in forest land/ cost of trees etc. L.S

LS 200.00

Net Amount 540.00

ABSTRACT OF COST


Road Restoration and Plantation


Page - 106

SHIMLA JAL PRABANDHAN NIGAM LIMITED Annexure-C

Sr. No. Description Qty Unit Rate Amount ( in Rs.)

1

Excavation in foundations, trenches etc., in earth work in all type of soil such

as pick work Kankar,moorum shungles including decomposed of soft and

hard rock upto all heights stacking the excavated earth not more than 3

meters clear from the edge of the excavation and then returning the stacked

soil in 15cm layers,when required into the plinths sides of foundations etc.,

consolidating each deposited layer bywhen required into the plinths sides of

foundations etc., consolidating each deposited layer by ramming and

watering and then disposing of all surplus excavated earth upto all leads and

lifts etc. complete in all respect.

As per Rate Analysis -20

In hard portion 3600.00 Cum 1164.15 4190947

In Soft portion 1350.00 Cum 283.58 382838

2

Prov. & laying cement conc.1:2:4 (1cement :2sand: 4graded stone aggregate

20 mm nominal size ) and curing complete e/c the cost of form work and

reinforcement in foundation & plinth. (PCC M-150)


for Appraoch Channel 56.25 Cum 6073.71 341646

3

Providing & laying cement concrete using nominal mix of " M - 30 " with 20

mm & down gauge nominal size graded stone aggregate) & curing complete

excluding the cost of form work & reinforcement for reinforced concrete work

in Bottom raft slab (M-300)


for Appraoch Channel 162.00 Cum 8744.85 1416666

Construction of Bulk Water Supply to Shimla on River Sutluj near Shikrodi Distt. Shimla (HP).

Approach Channel (L=50 m)

ABSTRACT OF COST


Page - 107



4

Providing & laying cement concrete using nominal mix of " M - 30 " with 20

mm & down gauge nominal size graded stone aggregate) & curing complete


ingrade slabs/ Landing / Vertical Walls/ Waist slab/ steps for staircase (RCC

M-300)

810.00 Cum 10306.55 8348303


5Providing mild steel/tor steel reinforcement for RCC work includng bending

binding and placing in position complete. 72900.00 Kg 63.06 4596772


6Dewatering charges for estimation purpose for head works in river basin or

dam

For Approach Channel 90m days X 2 pumps of 20 HP working for 16 Hrs per

day57600 Bhp-Hrs 59.00 3398400

7

Structural steel work riveted, bolted or welded in built up sections, trusses

and framed work, including cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer all complete.

For Trashrack 7600.00 Kg 67.60 513760

8

Providing, erecting triple spur gear type Chain Pulley Block suitable for

capacity as below with 6 m lift complete with load chain and hand chain

suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI

mark.

3 Tonne Capacity 1.00 No 20269.00 20269

9Providing, erecting Travelling Trolley of capacity as below with 6 m lift, tested

to 50% over load

3 Tonne Capacity 1.00 0 13085.00 13085


Page - 108



10

Providing form work with steel plates 3.15 mm thick welded with angle iron in

frame30X30X5 mm so as to give a fair finish including centering shuttering

strutting and propping etc,with wooden battens and ballies,height of propping

and centring below supporting floor to ceiling not execding 4 meters, and

removal of the same for insitu-reinforced concrete and plain concrete work in

:- Sub analysis for manufacturing steel plates for shuttering steel work

welded in built up section I/c cutting fixing in positionin angles,plates etc.

As per Rate Analysis - 28, 29

For Vertical Wall 3600.00 Sqm 492.17 1771811

For Foundation 300.00 Sqm 291.46 87437

11 Working drawing, Structural Design and Approval 2.00% % 14703387 294068

Total Cost 25,376,002

Total Net Cost in Lacs. 253.76


Page - 109


Item

No.

Description of ItemNo. L B D Qty Unit

1

Excavation in foundations, trenches etc., in earth work in all

type of soil such as pick work Kankar,moorum shungles

including decomposed of soft and hard rock upto all

heights stacking the excavated earth not more than 3

meters clear from the edge of the excavation and then

returning the stacked soil in 15cm layers,when required into

the plinths sides of foundations etc., consolidating each

deposited layer bywhen required into the plinths sides of

foundations etc., consolidating each deposited layer by

ramming and watering and then disposing of all surplus

excavated earth upto all leads and lifts etc. complete in all

respect.

In hard portion 1 50.00 4.50 16 3600.00 Cum

In Soft portion 1 50.00 9.00 3 1350.00 Cum

2

Prov. & laying cement conc.1:2:4 (1cement :2sand:

4graded stone aggregate 20 mm nominal size ) and curing

complete e/c the cost of form work and reinforcement in

foundation & plinth. (PCC M-150)

for Appraoch Channel 1 50.00 7.50 0.15 56.25 Cum

3

Providing & laying cement concrete using nominal mix of "

M - 30 " with 20 mm & down gauge nominal size graded

stone aggregate) & curing complete excluding the cost of

form work & reinforcement for reinforced concrete work in

Bottom raft slab (M-300)



Approach Channel (L=50 m)

Measurements


Page - 110


Item

No.


4

Providing & laying cement concrete using nominal mix of "

M - 30 " with 20 mm & down gauge nominal size graded

stone aggregate) & curing complete excluding the cost of

form work & reinforcement for reinforced concrete work

ingrade slabs/ Landing / Vertical Walls/ Waist slab/

steps for staircase (RCC M-300)


5

Providing mild steel/tor steel reinforcement for RCC work

includng bending binding and placing in position complete. 972.00 75.00 72900.00 Kg

6Dewatering charges for estimation purpose for head works

in river basin or dam

For Approach Channel 90m days X 2 pumps of 20 HP

working for 16 Hrs per day57600.00 BHp-Hrs

7

Structural steel work riveted, bolted or welded in built up

sections, trusses and framed work, including cutting,

hoisting, fixing in position and applying a priming coat of

approved steel primer all complete.

For Trashrack 7600.00 Kg

8

Providing, erecting triple spur gear type Chain Pulley Block

suitable for capacity as below with 6 m lift complete with

load chain and hand chain suitable for above lift, tested to

50% over load as per IS 3832 carrying ISI mark.

3 Tonne Capacity 1 1 No

9Providing, erecting Travelling Trolley of capacity as below

with 6 m lift, tested to 50% over load

3 Tonne Capacity 1 1 No


Page - 111


Item

No.


10 Providing form work with steel plates 3.15 mm thick welded

with angle iron in frame30X30X5 mm so as to give a fair

finish including centering shuttering strutting and propping

etc,with wooden battens and ballies,height of propping and

centring below supporting floor to ceiling not execding 4

meters, and removal of the same for insitu-reinforced

concrete and plain concrete work in :- Sub analysis for

manufacturing steel plates for shuttering steel work welded

in built up section I/c cutting fixing in positionin

angles,plates etc.

For Vertical Wall 4.00 50.00 18 3600.00 Sqm

For Foundation 1.00 50.00 6.00 300.00 Sqm

11 Working drawing, Structural Design and Approval 2.00% %


Page - 112

SHIMLA JAL PRABANDHAN NIGAM LIMITED Annexure-D

Sr. No. Description Qty Unit Rate Amount (in Rs.)

1

Excavation in foundations, trenches etc., in earth work in all type of soil

such as pick work Kankar,moorum shungles including decomposed of

soft and hard rock upto all heights stacking the excavated earth not

more than 3 meters clear from the edge of the excavation and then

returning the stacked soil in 15cm layers,when required into the plinths

sides of foundations etc., consolidating each deposited layer bywhen

required into the plinths sides of foundations etc., consolidating each

deposited layer by ramming and watering and then disposing of all

surplus excavated earth upto all leads and lifts etc. complete in all

respect.


In hard Portion 16380.00 Cum 1164.15 19068808

In Soft Portion 5832.00 Cum 283.58 1653858

2

Prov. & laying cement conc.1:2:4 (1cement :2sand: 4graded stone

aggregate 20 mm nominal size ) and curing complete e/c the cost of

form work and reinforcement in foundation & plinth. (PCC M-150)


For Jack well 72.90 Cum 6073.71 442773

3

Providing & laying cement concrete using nominal mix of " M - 30 " with

20 mm & down gauge nominal size graded stone aggregate) & curing

complete excluding the cost of form work & reinforcement for

reinforced concrete work in Bottom raft slab (M-300)


For Jack well 275.62 Cum 8744.85 2410221


Jackwell and Pump House (15 mx 24 m)

ABSTRACT OF COST


Page - 113



4




reinforced concrete work in RCC Columns (M-300)


For Jack well up to floor slab 18 columns out of 28 merged in vertical

wall149.85 Cum 10190.05 1526980

5




reinforced concrete work in Beams, Braces and Lintels (M-300)

148.00 Cum 10306.55 1525402


6




reinforced concrete work ingrade slabs/ Landing / Vertical Walls/ Waist

slab/ steps for staircase (RCC M-300)

1607.55 Cum 10306.55 16568295


7




reinforced concrete work in RCC Chajjas (RCC M-300)

4.97 Cum 10306.55 51203


8Providing mild steel/tor steel reinforcement for RCC work includng

bending binding and placing in position complete. 228804.77 Kg 63.06 14427482



Page - 114



9Brick work using common burnt clay building bricks (iind class) in

found. And plinth in 1:6 (1cement:6sand)131.50 Cum 9540.57 1254631


10

Rough side exterior cement plaster on wall up to a height of 10 mtr.

above ground level with a mixture of sand and gravel or crushed stone

graded from 6mm to 12 mm nominal size dashed over and including

fresh plaster in two coats, backing coat 10 mm cement plaster 1:3

(1cement:3sand) and finishing coat 10 mm cement mortor 1:3

(1cement:3sand) mixed with 10 % finely grounded hydrated lime by

volume of cement including arrises, chamfersb and/or rounded angles

not exceeding 80 mm in girth. (natural cement finish using ordinary

cement)


Total qty of external plaster for PH 1223.19 sqm 575.41 703832

11

20 mm cement plaster in single coat on fair side f brick/stone masonry

for interior plastering up to floor two level including arrises, internal

rounded angles, chamfers and/or rounded angles not exceeding 80mm

in girth and finished even and smooth .


Total qty of Internal plaster for PH 1297.16 sqm 232.29 301322

12

Providing and applying Two coats of wall care Putty on plastered

surface and Ceiling and Walls to prepare surface even and smooth of

approved make, etc complete.

1297.16 sqm 112.00 145282


Page - 115



13

Providing, constructing coffer dam in river basin / dam storages as per

type design including excavation, filling the middle portion with B. C.

soil (in gunny bags if required). Providing impervious / semipervious

materials on both side of B.C. soil (in gunny bags if required) including

ramming, compacting to the satisfaction of Engneer-in-charge till the

completion of work including dismantling coffer dam after completion of

works and disposing off the material as directed by the Engineer-in-

charge.

6.00 m depth, 2.0 m top wdth and 1:1.5 side slope, length = 150m 36000.00 Cum 560.00 20160000

14Dewatering charges for estimation purpose for head works in river

basin or dam230400.00 BHp-Hrs 59.00 13593600

15

Providing and fixing rolling shutter fabricated from steel laths of

minimum thickness 0.9 mm with lock plate of 3.15 mm thickness

reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts

and handles for both sides, deep M.S. channel section of depth and

thickness not less than 65 mm and 3.15 mm respectively with hold fast

arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size

and shape with square bar, suspension shaft of minimum 32 mm

diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and

of any size at top and safety devices including mechanical gear

operation arrangement consisting of worm gear wheels and worms of

high grade cast iron or mild steel and one coat of red lead primer

etc.complete. (I.S. 62481979) (With mechanical gear) Spec. No. :BD-

T-55 Page No.510

54.00 Sqm 3893.00 210222


Page - 116



16

Providing and fixing in position, Single shuttered aluminium extruded

powder coated openable door of overall size 0.90 m x 2.40 m with

aluminium door frame of powder coated section 101.60 x 4.75mm ,

3.18 mm thick and shutter comprising of powder coated section having

bottom and lock rail of size 150 mm x 44.5 mm x 3.00 mm thick top

rails 47.62 x 44.45 mm x 3.00 mm thick , vertical style 47.62 x 44.45

mm, 3.00 mm thick and for shutter plain glass panes 5 mm thick for top

panels and 12mm thick both side laminated phenol bonded particle

board panels for bottom panels etc. , I.S.I. mark , heavy duty, Hydraulic

floor spring of 150 kg capacity , having heavy duty concealed lock,

necessary beading, glazing clips, PVC gaskets, 250mm length tower

bolts, 150mm diam. pad handle, etc. as per detailed design and

drawing or as directed by engineer in charge including all materials ,

labours, and equipment etc.Complete

3.78 Sqm 7383.00 27908

17

Providing and fixing 50 mm x 50 mm Mild Steel square pipe

framedsteel windows of various sizes as per details with welded square

bars12 mm at 10 cm center to center without hot dip zinc coating

without / with ventilator including fabrication, glazing with plain /

obscuredglass panes 5 mm thick of approved type and quality, all

fixtures andfastenings and finishing with one coat of primer complete.

100.80 Sqm 2345.00 236376

18

Providing and fixing in position Mild steel fixed staggered ( Z Type )

Ventilator as per detailed drawing with hot deep zink coating including

fabricating with Mild steel 'Z 'Section of size 20mm x 25 mm and 3 mm

thick at weight 1.42 Kg/Rmt,with stainless steel mosquito net of 304

Grade,4 mm thick float glass ?as directed by Engineer In charge

including necessary welding, grinding, two coats of oil paint

etc.complete

27.00 Sqm 2834.00 76518


Page - 117



19

Providing and applying priming coat on concrete/ masonary/ Asbestos

Cement plastered surfaces including scaffolding if necessary,preparing

the surface by thoroughly cleaning oil, grease, dirt and other foreign

matter and sand papering as required etc. complete.

1297.16 sqm 28.00 36320

20

Providing and applying two coats of exterior acraylic emulsion paint

confirming to corresponding I.S. of approved manufacture and of

approved colour to the plastered surfaces including cleaning,preparing

the plaster surface, applying primer coat ,scaffolding if necessary , and

watering the surface for two days etc complete.

1223.19 Sqm 208.00 254423

21

Providing and applying two coats of textured synthetic paint of

approved shade and quality and one coat of primer before applying

textured paint including scaffolding if necessary preparing surface by

thoroughly cleaning oil, grease, dirt and other materials as required,etc.

complete.

1297.16 Sqm 128.00 166036

22

Providing and applying priming coat over new/old steel and other metal

surfaces including preparing the surface by thoroughly cleaning oil,

grease, dirt and other foreign matter and scoured with wire brushes,

fine steel wool, scrappers and sand paper, scaffolding etc.complete.

181.80 Sqm 26.00 4727

23

Providing and laying machine cut machine polished machine cut Kota

stone slabs 20 to 25 mm thick for treads and risers of steps and

staircases, with rounded nosing for the treads on a bed of 1:4 cement

mortar including cement float, filling joints with neat cement slurry,

curing, polishing and cleaning etc. complete.

492.50 Sqm 1187.20 584694


Page - 118



24

Providing and fixing in required position skirting or dado of polished

Kotah Stone slab 25 mm to 30 mm thick fixed on base on plaster of

cement mortar 1:4 including cement float, filling joints with cement

slurry, curing rubbing, polishing and cleaning complete.

6.51 Sqm 1014.20 6602

25

Providing and fixing G.I. pipe railing having 1.0 M height consisting 50

x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c and additional

posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium

class variety as horizontal and painting 3 coats of oil paint over 1 coat

of anticorrosive paint of approved colour and shade including cost of all

labour, transporting bends to curved shape, etc. complete.

231.00 RM 671.00 155001

26

Providing and fixing M.S. chequerred plate flooring of following

thickness supported on M.S.angles (25 x 25 x 5 mm size) including

welding, cutting and fabricating the plates to the required square or

rounding shape, making holes in the plate, including providing and

applying 3 coats of anticorrosive paint, etc. complete as directed by

Engineer-in-charge. 8 mm thick

16.00 Sqm. 3698.00 59168

27

Providing and fixing in position copper lightening conductor including

copper rod of 20 mm dia as per upper terminal 1.5 M long with a knob

at end and with conical spike at top, copper tape conductor 20 x 3 mm

size, copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at

1 M centre to centre including, necessary excavation, laying and fixing

the conductor, providing and fixing 40 mm G.I. pipe upto 3 M height

from ground and 0.5 M below ground including making all connections,

filling earthing pit with charcoal, salt, etc. &refilling & watering, etc.

complete as per specifications laid down in relevent I.S. codes. For

Tape of 10M length

1.00 No. 11804.00 11804

Extra Length 50.00 Mtr. 321.00 16050


Page - 119



28

Providing cement based water proofing treatment to terraces (Indian

water proofing or alike) with brick bats laid in required slope to drain the

water for any span after cleaning the base surface. Applying a coat of

cement slurry admixed with approved water proofing compound and

laying the brick bats on bottom layer in C.M.1:5 admixed with approved

water proofing compound filling up to half depth of brick bats, curing

this layer for 3 days, applying cement slurry over this layer joints of

brick bats with C.M.1:3 admixed with approved water proofing

compound and finally top finishing with average 20 mm.thick layers of

same mortar added with jute fiber at 1 Kg per bag including finishing

the surface smooth with cement slurry admixed with approved water

proofing compound. Marking finished surface with false squares of

300mm x 300 mm. making the junctions at the parapet rounded and

tapered top for required height, with drip mould at the junction of plaster

and parapet and curing and covering 10 years Guarantee against

leakproofness on Court fee stamp paper of Rs. 500/- including ponding

test etc. complete.

360.00 sqm 854.74 307707

PWD SSR 2018-19 I.N.31.04 pg.no.255

29

Providing and fixing in position M.S. ladder 0.50 M wide consisting of

75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double

rows as steps placed at 25 cm c/c including cost of material and labour

involved, welding, anchoring and applying 3 coats of anti-corrosive

paint, etc. complete as directed by Engineer-in-charge.

12.00 Rm 1281.00 15372

30

Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S.

bar step with proper anchorage, etc. and providing and applying 3

coats of ant-corrosive paint, etc. complete as directed by Engineer-in-

charge.

20.00 NO 220.00 4400


Page - 120



31

Providing, hoisting and fixing in position C.I. manhole, frame and cover

of best quality and of required size and shape with locking

arrangements including applying 2 coats of anti-corrosive paint, etc.

complete. ii) Rate on weight basis for any size and type of frame

and cover.

2000.00 Kg 65.00 130000

32

Providing and fixing in position C.I. /M.S. rose pieces in intake wells

including cost of all materials and labour, painting with three coats of

anti-corrosive oil paint, etc.complete as directed by Engineer-in-charge.

1200 mm dia & 1.5 m Length 18000.00 Kg 79.00 1422000

33

Providing and fixing in position C.I. /M.S. Sluice gate in intake wells


anti-corrosive oil paint, etc.complete as directed by Engineer-in-charge.

1200 mm dia 18000.00 Kg 85.00 1530000

34

Providing and fixing in position C.I. /M.S. Penstock Arrangement in

intake wells including cost of all materials and labour, painting with

three coats of anti-corrosive oil paint, etc.complete as directed by

Engineer-in-charge.

12.00 Nos 25000.00 300000

35

Providing structural steel work in rolled sections like joists, channels,

angles, tees, etc. as per detailed designs and drawings including fixing

in position without connecting plates, braces, etc. and one coat of

anticorrosive paint and over it two coats of oil painting of approved

quality and shade, etc. complete.(Bd-C-2/275) for Pump supporting

girders, Sluice gates and Penstcok Arrangement

7.00 MT 50552.00 353864


Page - 121



36

Providing and installing mercury water level indicator for RCC ESR

and wash water tank site as per instructions of Engineer-in -charge at

ground level of the tank or nearing pump house or room for RCC ESR

having 15 mtrs. stage height and 5 mtrs. water storage height with

indication of water height in storage tank in metre and 1/10th of metre

including providing and installing 15 mm dia class ' B' G.I. piping with

necessary accessories from bottom of the tank upto the instrument as

per instructions of Engineer- in - charge.

2.00 No.'s 17496.00 34992

37

Providing form work with steel plates 3.15 mm thick welded with angle

iron in frame30X30X5 mm so as to give a fair finish including centering

shuttering strutting and propping etc,with wooden battens and

ballies,height of propping and centring below supporting floor to ceiling

not execding 4 meters, and removal of the same for insitu-reinforced

concrete and plain concrete work in :- Sub analysis for manufacturing

steel plates for shuttering steel work welded in built up section I/c

cutting fixing in positionin angles,plates etc.



For RCC work 9898.95 Sqm 492.17 4871962

38 Working drawing, Structural Design and Approval 2.00% % 36952356 739047


Total Net Cost in Lacs. 1,055.23


Page - 122


Item

No.Description of Item Qty Unit

No L B D

1 Excavation in foundations, trenches etc., in earth work in all type of

soil such as pick work Kankar,moorum shungles including

decomposed of soft and hard rock upto all heights stacking the

excavated earth not more than 3 meters clear from the edge of the

excavation and then returning the stacked soil in 15cm layers,when


deposited layer bywhen required into the plinths sides of foundations

etc., consolidating each deposited layer by ramming and watering

and then disposing of all surplus excavated earth upto all leads and


In hard Portion 1.00 21.00 30.00 26 16380.00 Cum

In Soft Portion 1.00 27.00 36.00 6 5832.00 Cum

2 Prov. & laying cement conc.1:2:4 (1cement :2sand: 4graded stone

aggregate 20 mm nominal size ) and curing complete e/c the cost

of form work and reinforcement in foundation & plinth. (PCC M-150)

For Jack well 1.00 18.00 27.00 0.15 72.90 Cum

3 Providing & laying cement concrete using nominal mix of " M - 30 "

with 20 mm & down gauge nominal size graded stone aggregate) &

curing complete excluding the cost of form work & reinforcement for


For Jack well 1.00 17.40 26.40 0.6 275.62 Cum


Jackwell and Pump House (15 mx 24 m)

Measurements

Measurements


Page - 123


Item


No L B D

Measurements




reinforced concrete work in RCC Columns (M-300)

For Jack well up to floor slab 18 columns out of 28 merged in

vertical wall10.00 0.45 0.90 37 149.85 Cum

For Pump house 21.00 0.45 0.90 12 102.06 Cum

Total 251.91 Cum





Brace beams below floor level

llel to 24 m span (external braces merged into verical wall) 60.00 0.30 0.45 3.55 28.76 Cum


Floor Beams


llel to 15 m span (external beams merged into verical wall) 15.00 0.30 0.30 4.10 5.54 Cum

Brace beams above floor level

llel to 24 m span 12.00 0.30 0.45 3.55 5.75 Cum

llel to 15 m span 15.00 0.30 0.45 4.10 8.30 Cum

Brace beams for panel Slab

llel to 24 m span 6.00 0.30 0.45 3.55 2.88 Cum

llel to 15 m span 5.00 0.30 0.45 4.10 2.77 Cum

Corbel Beam

llel to 24 m span 18.00 0.30 0.45 3.55 8.63 Cum

llel to 15 m span 6.00 0.30 0.45 4.10 3.32 Cum

Projection for Corbel 2.00 0.75 0.60 24.00 21.60 Cum

Roof Beam

llel to 24 m span 18.00 0.30 0.30 3.55 5.75 Cum


Page - 124


Item


No L B D

Measurements

llel to 15 m span 7.00 0.30 0.30 4.10 2.58 Cum

llel to 15 m span 7.00 0.30 0.30 9.1 5.73 Cum

For staircase headroom 2.00 0.23 0.30 3.55 0.49 Cum

For staircase headroom 2.00 0.23 0.30 4.10 0.57 Cum

Total 148.00 Cum

6Providing & laying cement concrete using nominal mix of " M - 30 "



reinforced concrete work ingrade slabs/ Landing / Vertical Walls/

Waist slab/ steps for staircase (RCC M-300)

a) Vertical walls

llel to 24 m span 2.00 24.00 0.45 37 799.20

llel to 15 m span 2.00 15.00 0.45 37 499.50

b) Staircase

steps 240.000 0.200 0.25 1.5 18.00

waist slab 16.000 4.243 1.5 0.15 15.27

landings 16.000 3.000 1 0.15 7.20

c) Slabs & Landings

pump house floor slab 1.00 15.00 24.00 0.6 216.00

gallery slabs 1.00 17.40 1.20 0.15 3.13

1.00 24.00 1.20 0.15 4.32

staircase openings @ floor slab -1.00 3.00 5.00 0.3 -4.50

pump openings @ floor slab -4.00 2.00 2.00 0.3 -4.80

pump house roof slab 1.00 15.00 24.00 0.15 54.00

staircase openings @ roof slab -1.00 3.00 5.00 0.15 -2.25

Headroom slab for staircase 1.00 3.00 5.50 0.15 2.48

Total 1607.55 Cum


Page - 125


Item


No L B D

Measurements




reinforced concrete work in RCC Chajjas (RCC M-300)

Lift 10 -15 m (RL 472 m) 2.000 16.200 0.60 0.1 1.94

2.000 25.200 0.60 0.1 3.02

Total 4.97 Cum

8 Providing mild steel/tor steel reinforcement for RCC work includng

bending binding and placing in position complete. 2288.05 100 kg / cum 228804.77 Kg

9 Brick work using common burnt clay building bricks (iind class) in

found. And plinth in 1:6 (1cement:6sand)

llel to 24 m span 12.00 0.23 3.55 10.65 104.35

llel to 15 m span 6.00 0.23 3.55 10.65 52.17

For Staff cabin 1.00 0.23 3.55 3.55 2.90 Cum

For Staff cabin 1.00 0.23 3.55 3.55 2.90 Cum

Dedudctions

Shutters -4.00 0.23 3.00 4.7 -12.97

Door of staff cabin -1.00 0.23 0.90 2.1 -0.43

Windows -32.00 0.23 1.50 1.2 -13.25

Ventilators -18.00 0.23 1.50 0.6 -3.73

Staircase door -1.00 0.23 0.90 2.1 -0.43

Total 131.50 Cum


Page - 126


Item


No L B D

Measurements

10 Rough side exterior cement plaster on wall up to a height of 10 mtr.

above ground level with a mixture of sand and gravel or crushed

stone graded from 6mm to 12 mm nominal size dashed over and

including fresh plaster in two coats, backing coat 10 mm cement

plaster 1:3 (1cement:3sand) and finishing coat 10 mm cement

mortor 1:3 (1cement:3sand) mixed with 10 % finely grounded

hydrated lime by volume of cement including arrises, chamfersb

and/or rounded angles not exceeding 80 mm in girth. (natural

cement finish using ordinary cement)

llel to 24 m span 2.00 24.23 12.60 610.60

llel to 15 m span 2.00 15.23 12.60 383.80

chajjas top & bottom 4.00 16.20 0.60 38.88

4.00 25.20 0.60 60.48

For staircase headroom 2.00 3.23 3.00 19.38


For column projections 18.00 0.67 12.00 144.72

deductions

doors -0.50 0.90 2.10 -0.95

windows -16.00 1.50 1.20 -28.80

ventilators -9.00 1.50 0.60 -8.10

rolling shutters -2.00 3.00 4.70 -28.20

Total qty of external plaster for PH 1223.19 sqm

11 20 mm cement plaster in single coat on fair side f brick/stone

masonry for interior plastering up to floor two level including arrises,

internal rounded angles, chamfers and/or rounded angles not

exceeding 80mm in girth and finished even and smooth .

llel to 24 m span 2.00 24.00 12.00 576.00

llel to 15 m span 2.00 15.00 12.00 360.00

corbel top & bottom 4.00 24.00 0.75 72.00

Roof slab soffit 1.00 12.00 15.00 180.00



Page - 127


Item


No L B D

Measurements

For panel slab soffit 1.00 24.00 5.00 120.00

For staff room 1.00 3.55 3.55 12.60

For staff room 1.00 3.55 3.55 12.60

deductions

doors -0.50 0.90 2.10 -0.95

windows -16.00 1.50 1.20 -28.80

ventilators -9.00 1.50 0.60 -8.10

rolling shutters -2.00 3.00 4.70 -28.20

Total qty of Internal plaster for PH 1297.16 sqm

12 Providing and applying Two coats of wall care Putty on plastered

surface and Ceiling and Walls to prepare surface even and smooth

of approved make, etc complete.

1297.16 sqm

13 Providing, constructing coffer dam in river basin / dam storages as

per type design including excavation, filling the middle portion with

B. C. soil (in gunny bags if required). Providing impervious /

semipervious materials on both side of B.C. soil (in gunny bags if

required) including ramming, compacting to the satisfaction of

Engneer-in-charge till the completion of work including dismantling

coffer dam after completion of works and disposing off the material

as directed by the Engineer-in-charge.

6.00 m depth, 2.0 m top wdth and 1:1.5 side slope, length = 150m 150 2.00 20.00 6.00 36000.00 Cum

14 Dewatering charges for estimation purpose for head works in river

basin or dam230400.00 BHp-Hrs


Page - 128


Item


No L B D

Measurements

15 Providing and fixing rolling shutter fabricated from steel laths of

minimum thickness 0.9 mm with lock plate of 3.15 mm thickness

reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts

and handles for both sides, deep M.S. channel section of depth and

thickness not less than 65 mm and 3.15 mm respectively with hold

fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm

minimum size and shape with square bar, suspension shaft of

minimum 32 mm diameter, hood cover of M.S. sheet not less than

0.9 mm thickness and of any size at top and safety devices

including mechanical gear operation arrangement consisting of

worm gear wheels and worms of high grade cast iron or mild steel

and one coat of red lead primer etc.complete. (I.S. 62481979) (With

mechanical gear) Spec. No. :BD-T-55 Page No.510

4.00 3.00 4.50 54.00 Sqm

16 Providing and fixing in position, Single shuttered aluminium extruded

powder coated openable door of overall size 0.90 m x 2.40 m with

aluminium door frame of powder coated section 101.60 x 4.75mm ,

3.18 mm thick and shutter comprising of powder coated section

having bottom and lock rail of size 150 mm x 44.5 mm x 3.00 mm

thick top rails 47.62 x 44.45 mm x 3.00 mm thick , vertical style

47.62 x 44.45 mm, 3.00 mm thick and for shutter plain glass panes

5 mm thick for top panels and 12mm thick both side laminated

phenol bonded particle board panels for bottom panels etc. , I.S.I.

mark , heavy duty, Hydraulic floor spring of 150 kg capacity , having

heavy duty concealed lock, necessary beading, glazing clips, PVC

gaskets, 250mm length tower bolts, 150mm diam. pad handle, etc.

as per detailed design and drawing or as directed by engineer in

charge including all materials , labours, and equipment

etc.Complete

2.00 0.90 2.1 3.78 Sqm


Page - 129


Item


No L B D

Measurements

17 Providing and fixing 50 mm x 50 mm Mild Steel square pipe

framedsteel windows of various sizes as per details with welded

square bars12 mm at 10 cm center to center without hot dip zinc

coating without / with ventilator including fabrication, glazing with

plain / obscuredglass panes 5 mm thick of approved type and

quality, all fixtures andfastenings and finishing with one coat of

primer complete.

56.00 1.50 1.2 100.80 Sqm

18 Providing and fixing in position Mild steel fixed staggered ( Z Type )

Ventilator as per detailed drawing with hot deep zink coating

including fabricating with Mild steel 'Z 'Section of size 20mm x 25

mm and 3 mm thick at weight 1.42 Kg/Rmt,with stainless steel

mosquito net of 304 Grade,4 mm thick float glass ?as directed by

Engineer In charge including necessary welding, grinding, two coats

of oil paint

etc.complete

30.00 1.50 0.6 27.00 Sqm

19 Providing and applying priming coat on concrete/ masonary/

Asbestos Cement plastered surfaces including scaffolding if

necessary,preparing the surface by thoroughly cleaning oil, grease,

dirt and other foreign matter and sand papering as required etc.

complete.

1297.16 sqm

20 Providing and applying two coats of exterior acraylic emulsion paint


approved colour to the plastered surfaces including

cleaning,preparing the plaster surface, applying primer coat

,scaffolding if necessary , and watering the surface for two days etc

complete.

1223.19 Sqm


Page - 130


Item


No L B D

Measurements

21 Providing and applying two coats of textured synthetic paint of

approved shade and quality and one coat of primer before applying

textured paint including scaffolding if necessary preparing surface by

thoroughly cleaning oil, grease, dirt and other materials as

required,etc. complete.

1297.16 Sqm

22 Providing and applying priming coat over new/old steel and other

metal surfaces including preparing the surface by thoroughly

cleaning oil, grease, dirt and other foreign matter and scoured with

wire brushes, fine steel wool, scrappers and sand paper, scaffolding

etc.complete.

181.80 Sqm

23 Providing and laying machine cut machine polished machine cut

Kota stone slabs 20 to 25 mm thick for treads and risers of steps

and staircases, with rounded nosing for the treads on a bed of 1:4

cement mortar including cement float, filling joints with neat cement

slurry,

curing, polishing and cleaning etc. complete.

Floor 1 24.00 15.00 360.00 sqm

Floor 1 24.00 5.00 120.00 sqm

For cabin room 1 5.00 5.00 25.00 sqm

Deductions

openings for staircase -1.00 2.50 5.00 -12.50 sqm

Total qty of flooring Total 492.50 sqm

24 Providing and fixing in required position skirting or dado of polished

Kotah Stone slab 25 mm to 30 mm thick fixed on base on plaster of

cement mortar 1:4 including cement float, filling joints with cement

slurry, curing rubbing, polishing and cleaning complete.

For skirting 1.00 78.00 0.1 7.80 sqm

Deductions

openings for door -1.00 0.90 0.10 -0.09 sqm

openings for shutter -4.00 3.00 0.10 -1.20 sqm


Page - 131


Item


No L B D

Measurements

Total qty of skirting Total 6.51 sqm

25 Providing and fixing G.I. pipe railing having 1.0 M height consisting

50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c and

additional posts at every corner with 3 rows of 25 mm dia G.I. pipes

of medium class variety as horizontal and painting 3 coats of oil

paint over 1 coat of anticorrosive paint of approved colour and

shade including cost of all labour, transporting bends to curved

shape, etc. complete.

For outside walkway 2 27.00 54.00 RM

2 18.00 36.00 RM

For inside walkway 1 24.00 24.00 RM

For staircase 30 3.90 117.00 RM

Total qty of railing 231.00 RM

26 Providing and fixing M.S. chequerred plate flooring of following

thickness supported on M.S.angles (25 x 25 x 5 mm size) including

welding, cutting and fabricating the plates to the required square or

rounding shape, making holes in the plate, including providing and

applying 3 coats of anticorrosive paint, etc. complete as directed by

Engineer-in-charge. 8 mm thick

4.00 2.00 2 16.00 Sqm

27 Providing and fixing in position copper lightening conductor including

copper rod of 20 mm dia as per upper terminal 1.5 M long with a

knob at end and with conical spike at top, copper tape conductor 20

x 3 mm size, copper earth plate of 3 mm thick and 0.81 sqm. in

area, clamps at 1 M centre to centre including, necessary

excavation, laying and fixing the conductor, providing and fixing 40

mm G.I. pipe upto 3 M height from ground and 0.5 M below ground

including making all connections, filling earthing pit with charcoal,

salt, etc. &refilling & watering, etc. complete as per specifications

laid down in relevent I.S. codes. For Tape of 10M length

1.00 No.

Extra Length 50.00 Mtr.


Page - 132


Item


No L B D

Measurements

28 Providing cement based water proofing treatment to terraces (Indian

water proofing or alike) with brick bats laid in required slope to drain

the water for any span after cleaning the base surface. Applying a

coat of cement slurry admixed with approved water proofing

compound and laying the brick bats on bottom layer in C.M.1:5

admixed with approved water proofing compound filling up to half

depth of brick bats, curing this layer for 3 days, applying cement

slurry over this layer joints of brick bats with C.M.1:3 admixed with

approved water proofing compound and finally top finishing with

average 20 mm.thick layers of same mortar added with jute fiber at

1 Kg per bag including finishing the surface smooth with cement

slurry admixed with approved water proofing compound. Marking

finished surface with false squares of 300mm x 300 mm. making the

junctions at the parapet rounded and tapered top for required height,

with drip mould at the junction of plaster and parapet and curing and

covering 10 years Guarantee against leakproofness on Court fee

stamp paper of Rs. 500/- including ponding test etc. complete.

1.00 15.00 24.00 360.00 sqm

29 Providing and fixing in position M.S. ladder 0.50 M wide consisting

of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in

double rows as steps placed at 25 cm c/c including cost of material

and labour involved, welding, anchoring and applying 3 coats of anti-

corrosive paint, etc. complete as directed by Engineer-in-charge.

12.00 1 12.00 RM

30 Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S.

bar step with proper anchorage, etc. and providing and applying 3

coats of ant-corrosive paint, etc. complete as directed by Engineer-

in-charge.

20.00 Nos


Page - 133


Item


No L B D

Measurements

31 Providing, hoisting and fixing in position C.I. manhole, frame and

cover of best quality and of required size and shape with locking

arrangements including applying 2 coats of anti-corrosive paint, etc.

complete. ii) Rate on weight basis for any size and type of frame

and cover.

2000.00 kg

32 Providing and fixing in position C.I. /M.S. rose pieces in intake wells


anti-corrosive oil paint, etc.complete as directed by Engineer-in-

charge.

1200 mm dia & 1.5 m Length 18000.00 kg

33 Providing and fixing in position C.I. /M.S. Sluice gate in intake wells


anti-corrosive oil paint, etc.complete as directed by Engineer-in-

charge.

1200 mm dia 18000.00 kg

34 Providing and fixing in position C.I. /M.S. Penstock Arrangement in

intake wells including cost of all materials and labour, painting with

three coats of anti-corrosive oil paint, etc.complete as directed by

Engineer-in-charge.

12.00 Nos

35 Providing structural steel work in rolled sections like joists, channels,

angles, tees, etc. as per detailed designs and drawings including

fixing in position without connecting plates, braces, etc. and one

coat of anticorrosive paint and over it two coats of oil painting of

approved quality and shade, etc. complete.(Bd-C-2/275) for Pump

supporting girders, Sluice gates and Penstcok Arrangement

7.00 ton


Page - 134


Item


No L B D

Measurements

36 Providing and installing mercury water level indicator for RCC ESR

and wash water tank site as per instructions of Engineer-in -charge

at ground level of the tank or nearing pump house or room for RCC

ESR having 15 mtrs. stage height and 5 mtrs. water storage height

with indication of water height in storage tank in metre and 1/10th of

metre including providing and installing 15 mm dia class ' B' G.I.

piping with necessary accessories from bottom of the tank upto the

instrument as per instructions of Engineer- in - charge.

2.00 No.'s

37Providing form work with steel plates 3.15 mm thick welded with

angle iron in frame30X30X5 mm so as to give a fair finish including

centering shuttering strutting and propping etc,with wooden battens

and ballies,height of propping and centring below supporting floor to

ceiling not execding 4 meters, and removal of the same for insitu-

reinforced concrete and plain concrete work in :- Sub analysis for

manufacturing steel plates for shuttering steel work welded in built

up section I/c cutting fixing in positionin angles,plates etc.

A For Foundation 1.00 17.40 26.40 459.36 Sqm

B For Vertical Wall 4.00 15.00 37 2220.00 Sqm

4.00 24.00 37 3552.00 Sqm

For Columns 10.00 2.70 37 999.00 Sqm

28.00 2.70 12 907.20 Sqm

For Beams

Brace beams below floor level

llel to 24 m span (external braces merged into verical wall) 60 1.5 3.55 319.50 Sqm


Floor Beams


llel to 15 m span (external beams merged into verical wall) 15 0.75 4.1 46.13 Sqm

Brace beams above floor level

llel to 24 m span 12 1.5 3.55 63.90 Sqm

llel to 15 m span 15 1.5 4.1 92.25 Sqm


Page - 135


Item


No L B D

Measurements

Brace beams for panel Slab

llel to 24 m span 6 0.9 3.55 19.17 Sqm

llel to 15 m span 5 0.9 4.1 18.45 Sqm

Corbel Beam

llel to 24 m span 18 1.5 3.55 95.85 Sqm

llel to 15 m span 6 1.5 4.1 36.90 Sqm

Projection for Corbel 2 1.35 24 64.80 Sqm

Roof Beam

llel to 24 m span 18 0.9 3.55 57.51 Sqm

llel to 15 m span 7 0.9 4.1 25.83 Sqm

llel to 15 m span 7 0.9 9.1 57.33 Sqm

For staircase headroom 2 0.53 3.55 3.76 Sqm

For staircase headroom 2 0.53 4.1 4.35 Sqm

Floor slab and Roof Slab 2 15 24 720.00 Sqm

staircase waist slab 16.00 4.24 1.50 101.82 Sqm

9898.95 Sqm



Page - 136

SHIMLA JAL PRABANDHAN NIGAM LIMITED Annexure-E

Sr. No. Description Qty Unit RateAmount ( in

Rs.)

1

Excavation in foundations, trenches etc., in earth work in all type of soil such as

pick work Kankar,moorum shungles including decomposed of soft and hard

rock upto all heights stacking the excavated earth not more than 3 meters

clear from the edge of the excavation and then returning the stacked soil in

15cm layers,when required into the plinths sides of foundations etc.,

consolidating each deposited layer bywhen required into the plinths sides of

foundations etc., consolidating each deposited layer by ramming and watering

and then disposing of all surplus excavated earth upto all leads and lifts etc.

complete in all respect.


For Peir Foudation 1055.12 Cum 988.04 1042499

2

Prov. & laying cement conc.1:2:4 (1cement :2sand: 4graded stone aggregate

20 mm nominal size ) and curing complete e/c the cost of form work and

reinforcement in foundation & plinth. (PCC M-150)



3

Providing & laying cement concrete using nominal mix of " M - 30 " with 20 mm

& down gauge nominal size graded stone aggregate) & curing complete

excluding the cost of form work & reinforcement for reinforced concrete work in

Bottom raft slab (M-300)




Approach Bridge (L= 60 m)

ABSTRACT OF COST


Page - 137



Rs.)

4




ingrade slabs/ Landing / Vertical Walls/ Waist slab/ steps for staircase (RCC M-

300)

558.75 Cum 10306.55 5758783


5



excluding the cost of form work & reinforcement for reinforced concrete work in

Beams, Braces and Lintels (M-300)

90.00 Cum 10306.55 927589


6Providing mild steel/tor steel reinforcement for RCC work includng bending

binding and placing in position complete. 106455.00 Kg 63.06 6712612


7

Providing and applying two coats of exterior acraylic emulsion paint confirming

to corresponding I.S. of approved manufacture and of approved colour to the

plastered surfaces including cleaning,preparing the plaster surface, applying

primer coat ,scaffolding if necessary , and watering the surface for two days etc

complete.

2137.70 Sqm 208.00 444642

8

Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6

mm thick M. S. angles as verticals at 1.5 M c/c and additional posts at every

corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as

horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of

approved colour and shade including cost of all labour, transporting bends to

curved shape, etc. complete.

120.00 Rmt 671.00 80520


Page - 138



Rs.)

0

Providing form work with steel plates 3.15 mm thick welded with angle iron in

frame30X30X5 mm so as to give a fair finish including centering shuttering

strutting and propping etc,with wooden battens and ballies,height of propping

and centring below supporting floor to ceiling not execding 4 meters, and

removal of the same for insitu-reinforced concrete and plain concrete work in :-

Sub analysis for manufacturing steel plates for shuttering steel work welded in

built up section I/c cutting fixing in positionin angles,plates etc.



For Other Components 2209.00 Sm 492.17 1087203

10 Working drawing, Structural Design and Approval 2.00% % 17335341.00 346707


Total Net Cost in Lacs. 204.716


Page - 139


No. L B D

1

Excavation in foundations, trenches etc., in earth work in all type of

soil such as pick work Kankar,moorum shungles including

decomposed of soft and hard rock upto all heights stacking the

excavated earth not more than 3 meters clear from the edge of the

excavation and then returning the stacked soil in 15cm layers,when


deposited layer bywhen required into the plinths sides of foundations

etc., consolidating each deposited layer by ramming and watering

and then disposing of all surplus excavated earth upto all leads and


For Peir Foudation 11 10.90 4.40 2 1055.12 Cum

2

Prov. & laying cement conc.1:2:4 (1cement :2sand: 4graded stone

aggregate 20 mm nominal size ) and curing complete e/c the cost

of form work and reinforcement in foundation & plinth. (PCC M-150)

For Peir Foudation 11.00 10.70 4.20 0.1 49.43 Cum

3

Providing & laying cement concrete using nominal mix of " M - 30 "




For Peir Foudation 11.00 10.50 4.00 0.9 415.80 Cum


Approach Bridge (L= 60 m)

Measurements

MeasurementsItem



Page - 140


No. L B D

MeasurementsItem


4




reinforced concrete work ingrade slabs/ Landing / Vertical Walls/

Waist slab/ steps for staircase (RCC M-300)

Lift 0 - 5 m below and above GL

Vertical wall for Peir 11.00 7.50 1.00 3.5 288.75

Deck Slab 1.00 60.00 7.50 0.60 270.00

558.75 Cum

5





Deck slab beams 30 6 0.5 1 90.00 Cum

6Providing mild steel/tor steel reinforcement for RCC work includng

bending binding and placing in position complete. 1064.55 100 kg / cum 106455.00 Kg

7

Providing and applying two coats of exterior acraylic emulsion paint


approved colour to the plastered surfaces including

cleaning,preparing the plaster surface, applying primer coat

,scaffolding if necessary , and watering the surface for two days etc

complete.

Peirs 11.00 17.00 7.1 1327.70

Deck beams 30 6 2 1 360.00

Deck Slab 1.00 60.00 7.50 450.00

Total qty of exterior Painting 2137.70 Sqm


Page - 141


No. L B D

MeasurementsItem


8

Providing and fixing G.I. pipe railing having 1.0 M height consisting

50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c and

additional posts at every corner with 3 rows of 25 mm dia G.I. pipes

of medium class variety as horizontal and painting 3 coats of oil

paint over 1 coat of anticorrosive paint of approved colour and

shade including cost of all labour, transporting bends to curved

shape, etc. complete.

Approach Bridge 2 60 120.00 Rmt

9 Providing form work with steel plates 3.15 mm thick welded with

angle iron in frame30X30X5 mm so as to give a fair finish including

centering shuttering strutting and propping etc,with wooden battens

and ballies,height of propping and centring below supporting floor to

ceiling not execding 4 meters, and removal of the same for insitu-

reinforced concrete and plain concrete work in :- Sub analysis for

manufacturing steel plates for shuttering steel work welded in built

up section I/c cutting fixing in positionin angles,plates etc.

For Foundation 11.00 10.50 4.00 462.00 Sqm

For piers 11.00 17.00 7 1309.00 Sqm

For Deck slab 1.00 60.00 7.50 450.00 Sqm

For Deck beams 30.00 6.00 2.50 450.00 Sqm



Page - 142

SHIMLA JAL PRABANDHAN NIGAM LIMITED Annexure-F

Sr. No. Description Qty (in MLD)Rate

(In Rs).Unit

Amount

(In Lac).

1 Design, Construction and commissioning of 1 Nos. water treatment plants of

capacity 42 MLD at Shikrodi which includes all civil, mechanical & electrical

works. The scope of work also includes inlet chambers, Flow measurement

system, Alum dosing system, pre and post chlorination, treatment for viral

conatamination, Flash mixers, clariflocculator with mechanical clarrifier & sludge

scrapping system, sludge collection & sludge disposal system, rapid sand filters

complete with back washing system having fully computerised automatic system

SCADA, PLC, plant building, Admin. Building, staff quarters, chemical house,

compound wall to entire premises, etc. alongwith clear water tank of 4 hour

detention capacity with pump house for pure water pumping machinery including

site development . This includes c/o back washing tanks, compressors for

agitating the filter media, recirculation sump and pump house, recirculation

pumping machinery, etc. with all machinery & fittings /piping thereof for WTP. @

Rs.60 Lakh per MLD i.e. 42 x 6000000 = 2520 Lakhs.

42.00 60.00 ML 2520.00

2520.00Total Rs. In Lac.


Water Treatment Plant (42 MLD) at Shikrodi

ABSTRACT OF COST


Page - 143

SHIMLA JAL PRABANDHAN NIGAM LIMITED Annexure-G

Sr. No. Description Qty (in ML)Rate

(In Rs).Unit

Amount

(In Lac).

1Construction of RCC desilting tank taking detention/ storage period as 6

hours for 42 MLD scheme including all other necessary allied works10.50 5.00 ML 525.00



Desilting Tank at Shikrodi Capacity:- 10.50 ML

ABSTRACT OF COST


Page - 144

SHIMLA JAL PRABANDHAN NIGAM LIMITED Annexure-H

Sr. No. Description Qty (in ML)Rate

(In Rs).Unit

Amount

(In Lac).

1

C/O RCC Sump well at Devidhar for 4 hours storage

capacity.Against lifting of 67.60 mld in 24 hours.including compound

wall and all other necessary allied works11.27 5.00 ML 563.61

2

C/O RCC Sump well at Dummi for 4 hours storage capacity.Against

lifting of 67.60 mld in 24 hours.including compound wall and all other

necessary allied works11.27 5.00 ML 563.61

1127.22

ABSTRACT OF COST


RCC sump well of 11.27 ML capacity each at Devidhar and Dummi

Total Rs. In Lac.


Page - 145

SHIMLA JAL PRABANDHAN NIGAM LIMITED Annexure-I

Sr. No. Description QtyRate

(In Lac).Unit

Amount

(In Lac).

Excavation in foundation trenches etc., in earth work in all kind of soil

such as pick work, jumper work, blasting work, chiselling work including

soft and hard rock decomposed, saturated soil or conglomerate

including black topping if any & stacking the excavated earth not more

3 metres. clear from the edge of excavation and then returning the

stacked soil in 15cm layers, when required into plinths and sides of

foundation etc. consolidating each deposited layer by ramming and

watering and then disposing of all surplus excavated earth up to all

leads and lifts as directed by the Engineer-in-charge.

As per Rate Analysis - 1

Rising Main 176000 547.71 Per cum 963.97

22000 x 4x 2 = 176000 cum

2 Cutting in earth work and disposal of excavated earth upto a lead of

20mtr. In pick jumper work. 50% each for laying of pipe line and civil

structures. 88000 402.98 Per cum 354.62




Earthwork for Rising Main

1

ABSTRACT OF COST


Page - 146

SHIMLA JAL PRABANDHAN NIGAM LIMITED Annexure-J


(In Rs).Unit

Amount

(In Lac).

1 Providing, laying & jointing of 762 mm outer dia pipe class API 5L X grade-65

standard with wall thickness of 7.92 mm with standing test pressure of 84

Kg./cm2

bevelled end weight 146.91 Kg. per mtr. as per API Code IS 3183-2007

in a random length of 4 to 7 mtr. and jointing with M.S. flange Table-34 after 100

mtrs. length as per IS 6392-1971 including bends of all degrees, tees made of

parent pipes including welding of flanges with pipe (3 layers) nuts & bolts,

rubber, gasket of 3mm thick ferodo make of relevant IS specification and other

joint jointed with butt welding including painting of pipes( two coats) outer side

with anticorrosive bituminous paint complete with in all leads and lifts and as

per the direction of Engineer-in-charge.

11565.40 32910.33 Rmt 3806.21




Kg./cm2









336.60 36092.17 Rmt 121.49


ABSTRACT OF COST


Providing & laying of various rising mains


Page - 147



(In Rs).Unit

Amount

(In Lac).



Kg./cm2









2998.80 39499.31 Rmt 1184.51




Kg./cm2









948.60 42662.71 Rmt 404.70



Page - 148



(In Rs).Unit

Amount

(In Lac).



Kg./cm2









734.40 45826.47 Rmt 336.55




Kg./cm2









2111.40 48981.16 Rmt 1034.19



Page - 149



(In Rs).Unit

Amount

(In Lac).



Kg./cm2









3304.80 52131.34 Rmt 1722.84


22000.00

8 Providing & fixing of cast carbon steel swing check valve (NRV)confirming

following specifications complete in all respect.

BS : 1868/API 6D

Class - 600

CCS (ASTM A 216 GR WCB)

Aluminum Painted

Bolted Cover

Renewable Seat

13% Cr. Steel (ASTM

A276 TYPE 410)

Flanges as Per ASME

B 16.5 CL - 600 R.F.

(Drilled) Serrated

B.T.P. - 150 Bar Hyd.

S.T.P. - 110 Bar Hyd.

(with Bye Pass Arrangement )

a) 750 mm dia 30.00 3995190.00 Each 1498.85


Page - 150



(In Rs).Unit

Amount

(In Lac).

9 Providing & fixing of cast carbon steel gate valve confirming to follwing

specifications complete in all respect. BS: 1414 / API : 600

Class - 600

CCS (ASTM A 216 GR WCB)

Aluminum Painted,

Bolted Bonnet, O/S &

Yoke Type, Rising Stem,

Renewable Seat,

Solid Flexible Wedge

SS (ASTM A : 276 TYPE 410 ) OR its Eq

Flanges as per ASME B 16.5 CL-600

R.F. (Drilled) Serrated

B.T.P. - 150 Bar Hyd.

S.T.P. - 110 Bar Hyd.

6.9 Bar AIR

(with Bevel Gear Arrangement )

a) 750 mm dia 30.00 4996150.00 Each 1498.85

c) 300mm dia 15.00 655280.00 Each 98.29

10 Constructing chamber for sluice valve with CI surface box 100mm top,160mm

bottom 7 180mm deep inside with chain lid & RCC top slab 1:2:4 mix 100mm

thick & foundation concrete 1:5:10 mix & inside plastering with cement mortar

1:3 finished with a floating coat of neat cement including curing complete.

1000x1000x1500mm. inside size with 300mm wall of stone masonry in cement

mortar 1:6. 75.00 43396.62 Each 32.55


11 Providing & fixing of cast steel (IS: 210FG 200) double acting Air Valve G & K

Brass, Nut, Natural Rubber moulded on wooden balls ends flanged and drilled

as per IS 1538. 150 mm dia 50.00 73967.90 Each 36.98

12 C/O RCC anchor/thrust blocks. 800.00 29356.14 Each 234.85


12010.84Total Rs . In Lac


Page - 151

SHIMLA JAL PRABANDHAN NIGAM LIMITED Annexure-K

Sr.

No.Description Qty

Rate

(In Lac).Unit

Amount

( In Lac).

1 Providing Supply of power including providing errecting

HT line from nearest Power station at Shikrodi, Devidhar

and Dummi. As per Quotation from HPSEBL

ABSTRACT OF COST


HT Lines from Himachal Pradesh State Electricity Board Limited

Total Rs. In Lac.


1.00 Job 5791.19

5791.19

Page - 152

SHIMLA JAL PRABANDHAN NIGAM LIMITED Annexure-L

Sr. No. Description Qty Rate (Rs.) Unit Amount (Rs.)

3 PHASE, POWER TRANSFORMERS

Part A 500 KVA-66000 / 433Volt(for lighting &other purpose) 2 994940 No. 1989880

i) 11 MVA (66KVA) 2 14490202.10 No. 28980404.2

Providing of 66 kV EQUIPMENTS

1 i) Circuit Breaker- 72.5 kV SF - 6 CB 4 442000.00 No. 1768000

2 ii) Control and Relay Panel

3 Transformer Panel (HV)side with differential Relay 2 527000.00 No. 1054000

4 Bus Coupler Panel 4 721212.00 No. 2884848

5 Feeder Panel 4 491541.00 No. 1966164

6 iii) Isolator with out Earth blade- 72.5 kV,1250 A 6 151000.00 No. 906000

7

iv) Multi Core Multi ratio Current Transformers -66 kV, CURRENT

TRANSFORMER

12 58000.00 No.696000

8

v) Lightening Arrester-60 kV(SURGE ARRESTOR with surge

counter)

3 35400.00 No.106200

9 vi) PTs -33kV Potential Transformer 3 58869.00 No. 176607

10

Indoor Switchgear and allied Equipments comprising of Panel Board,

CTs, PTs etc.

36 kV, 2000 A, 25 kA I/C 2 2426000.00 No. 4852000

12KV, 1250 A , 12.5 KA I/C 2 543000.00 No. 1086000

11 SUBSTATION STRUCTURE

PER MT FOR C GRADE (For Snow Zone) 20 92000.00 MT 1840000

Total 48306103.2

Equipment Structures including Bus Bar, Earthing, Hardware Fitting,

disc insulator, pin insulator, AB switch etc. @ 10% ( on Sub Total 1

above )

10 %

4830610.32

(a) Power and Control Cables, Earthmat , E. I. etc. @ 13% (on Sub

Total 1 above)

13 %6279793.42

(b) Cable trays @ .75 % & Air-Conditioning @ .25 % i.e. on Sub-

Total-1

25 %483061.03

Spares @ 3%, (on item 1 to 6 above) 3 % 1449183.10

Estimate for 66 KV HT Substation for Pumping station at RW &PW at WTP Site


ABSTRACT OF COST


Page - 153



Transportation @ 5 % & Insurance @ 1 % ( Total 06 % on Sub Total

1 above)

5 %2898366.19

Sub Total- II (Item 1 to 10) 64247117.26

(a) Erection & Commissioning Charges @ 10 % 10 %4830610.32

(b) Sub-station T & P* LS 500000.00

Civil Works ( as per Annexure H1 ) 3782000.00

Sub Total (Item 14+15+16) 73359727.58

Part B General Equipments

i) 200 V, Battery a/w Battery Charger & Distribution Board

a) D. C. Battery

i) 220 V, 400AH 1 902000.00 No. 902000

ii) 220 V,300AH 1 752000.00 No. 752000

iii) 220 V, 200AH 1 475000.00 No. 475000

iv) 48 V, 400AH 1 210000.00 No. 210000

v) 48 V, 200AH 1 129000.00 No. 129000

vi) 30 V, 100 AH 1 38000.00 No. 38000

b) Battery Charger

i) 200 V, 400AH 2 274000.00 No. 548000

ii) 200 V, 200AH 2 260000.00 No. 520000

iii) 48 V, 200 AH 2 212000.00 No. 424000

iv) 30 V, 100 AH 2 93000.00 No. 186000

v) 200 V, 300AH 2 260000.00 No. 520000

c) 220 V, D. C. Distribution Board 1 114000.00 No. 114000

d) 48 V D.C. Distribution Board 1 117000.00 No. 117000

e) 30 V D.C. Distribution Board 1 103000.00 No. 103000

f) 220V-30V- DC-DC Converter 1 152000.00 No. 152000

ii) Station Transformer

a) 250 kVA, 33 / 0.4 kV 1 428000.00 No. 428000

b) 250 kVA, 11 / 0.4 kV 1 371000.00 No. 371000

iii) 415 V, A.C. Distribution Board 1 1087000.00 No. 1087000

Part C d) Testing & Measuring Instruments


Page - 154



i) Battery Leakage Detector, Meggar 1 1713800.00 No. 1713800

ii) Insulation Tester-Self Dioagnostic 5 kV Megger 1 671000.00 No. 671000

iii) 3-Phase Transformer Turns Ratio Tester, Megger 1 1630200.00 No. 1630200

iv) Digital Multimeter (AC/DC), 2mA-20A, Megger 1 26400.00 No. 26400

v) Digital Clamp Meter, Megger 1 30800.00 No. 30800

vi) Digital Earth Tester, Megger 1 309100.00 No. 309100

vii) All relay Universal Testing Kit 1 309100.00 No. 309100

viii) Motorised cum Manual Oil Testing Set (1KVA capacity) 1 257400.00 No. 257400

Disturbance Recorder 1 4560000.00 No. 4560000

Providing GPS device for time synchronisation of Protection relays

1785000.00

No.785000

Relay Testing Kit 1 5275000.00 No. 5275000

Tan Delta Testing Kit 1 5341000.00 No. 5341000

Circuit breaker Analyzer 1 7782000.00 No. 7782000

Battery Leakage Detector 1846000.00 0

Part D 1) CAPACITOR BANK WITH APFC SYSTEM-38 kV(66 kV), 7.2 (3x2.4+1.8) MVAR Capactor Bank with APFC Panel 1 9583000.00 set 9583000

RESIDUAL VOLTAGE TRANSFORMER

66kV/3/110-570 1 80000.00 No 80000

66 KV capacitor voltage transformer 1 110000.00 No 110000

1100 V Grade, HR-FRLS Copper Control Cables/LT Cables

1.1KV PVC, HR FRLS, Copper Control Cable (Un-screened)

2Cx2.5mm2 0.2 50000.00 Km 10000

4Cx2.5mm2 0.2 87000.00 Km 17400

7Cx2.5mm2 0.2 154000.00 Km 30800

10Cx2.5mm2 0.2 229000.00 Km 45800

12Cx2.5mm2 0.2 240000.00 Km 48000

19Cx2.5mm2 0.2 393000.00 Km 78600

2Cx4mm2 0.2 79000.00 Km 15800

4Cx4mm2 0.2 133000.00 Km 26600

1.1KV PVC, HR FRLS, Copper Control Cable (Screened)


Page - 155



4Cx6mm2 0.2 220000.00 Km 44000

7Cx4mm2 0.2 358000.00 Km 71600

LT Cable, Copper Conductor (Armoured)

4Cx10mm2 0.05 264000.00 Km 13200

33kV&11kV HT XLPE Cables and Termination kits

33kV,1Cx630 mm2,XLPE,Al Conductor With armoured 0.05 942000.00 47100

Termination Kits for 33kV,1Cx630 mm2,XLPE,Al Conductor with

armoured

Indoor Type 0.6 11000.00 No 6600

Outdoor type 0.6 13000.00 No 7800

CURRENT TRANSFORMER

66 kV, TRANSFORMER

200-100/1-1-1-1A 12 53000.00 No. 636000

ISOLATOR]

ISOLATOR WITH EARTH SWITCH (Motorized) with Structure

72.5 kV,1250 A 2 215000.00 set 430000

i) 36 kV, 2000 A 2 192000.00 set 384000

ISOLATOR WITH EARTH SWITCH (Motorized) without Structure

72.5 kV,1250 A 2 179000.00 set 358000

i) 36 kV, 2000 A 2 167000.00 set 334000

ISOLATOR W/O EARTH SWITCH (Motorized) with structure

i) 36 kV,1250 A 2 147000.00 set 294000

ISOLATOR W/O EARTH SWITCH (Motorized) without structure

i) 36 kV,1250 A 2 123000.00 set 246000

SURGE ARRESTOR (with surge counter)

PORCELAIN TYPE

60 kV 2 35000.00 No. 70000


Page - 156



POLYMER TYPE

60 kV 2 24000.00 No. 48000

Control and Relay Panel

66 kV, Transformer Panel (LV side) without diffrential Relay with

BCU 4 779000.00No.

3116000

Bus Coupler 4 769000.00 No. 3076000

Feeder panal without BCU 4 1604000.00 No. 6416000

Part E Item No.6A- Fencing

Supplying and erecting fencing sections having size 2.45m

height from ground level and 1.2m width by using angle iron size

50x50x6 mm erected in C.C.foundation 0.30x0.45x0.45 cm deep.The

section of the frame shall be fitted with flat iron support of size

25x6mm on top bottom and mid way and chain link jail of 3.26 mm

dia/10 SWG G.I. hard wire mesh of 50x50mm to the angle iron at

every distance of 30 cms,by angle studs complete duly painted with

one coats or red oxide and two coats of aluminium paint Size of

Fencing 30 x 45 Mtr

PWD DSR I.No. 10.2.18 / 146 for 2018-19 120 5603.85 No 672462

Item No.6B- Fencing gate


Page - 157



Supplying and erecting double leaf hinged door each 150 cm in width

and 185 cm in height using 40 mm dia"B"grade ISI mark G.I.pipe

from all four sides with necessary bends,and cross supports of angle

iron 45x45x5mm with the door leaf covered with chain link jali 50x50

mm made from3.26 mm dia/10 SWG G.I wire with necessary flat iron

covering all around with necesary number of spikes of sie 10mm dia

at top and bottom at 150mm apart to match the height of fencing.The

door shall have latches and side channel of 100x50x5 mm regidly

welded for providing locking arrangement.Godraj/Navtal make

medium size lock with duplicate keys.The fencing complete erected

and pinted with anticorrosive red oxide paint and two coats of

prescribed enamel paint/silver paint.The channel iron of size 150 x75

mm by 2.5 m long shall be provided and erected at both sides of

gate. Size of Fencing 1500 mm x 3 Nos x 1 No = 2 Gates. Total 6

Nos required.

PWD DSR I.No. 10.2.20 / 147 for 2018-19 4 16158 No 64632

Total 135507921.58


Page - 158

SHIMLA JAL PRABANDHAN NIGAM LIMITED Annexure-M

Sr. No. Description Qty Rate (Rs.) UnitAmount

(Rs.)


Part A 315 KVA-66000 / 433Volt(for lighting &other purpose) 2 874798 No. 1749596

i) 10 MVA (66KVA) 2 13172911.00 No. 26345822



2 ii) Control and Relay Panel 0



5 Feeder Panel 1 491541.00 No. 491541


7


TRANSFORMER

3 58000.00 No.174000

8

v) Lightening Arrester-60 kV(SURGE ARRESTOR with surge counter) 3 35400.00 No.106200


10

Indoor Switchgear and allied Equipments comprising of Panel Board,

CTs, PTs etc.

36 kV, 2000 A, 25 kA I/C 2 2426000.00 No. 4852000

12KV, 1250 A , 12.5 KA I/C 2 543000.00 No. 1086000



Total 38077978


disc insulator, pin insulator, AB switch etc. @ 10% ( on Sub Total 1

above )

10 %

3807797.80


Total 1 above)

13 %4950137.14

(b) Cable trays @ .75 % & Air-Conditioning @ .25 % i.e. on Sub-Total-

1

25 %380779.78


Estimate for 66 KV HT Substation for Pumping station at Devidhar site


ABSTRACT OF COST


Page - 159



(Rs.)

Transportation @ 5 % & Insurance @ 1 % ( Total 06 % on Sub Total

1 above)

5 %2284678.68


(a) Erection & Commissioning Charges @ 10 % 10 %3807797.80

(b) Sub-station T & P* LS 500000.00

Civil Works ( as per Annexure H1 ) 3782000.00

Sub Total (Item 14+15+16) 58733508.54



a) D. C. Battery

i) 220 V, 400AH 1 902000.00 No. 902000

ii) 220 V,300AH 1 752000.00 No. 752000

iii) 220 V, 200AH 1 475000.00 No. 475000

iv) 48 V, 400AH 1 210000.00 No. 210000

v) 48 V, 200AH 1 129000.00 No. 129000

vi) 30 V, 100 AH 1 38000.00 No. 38000

b) Battery Charger

i) 200 V, 400AH 2 274000.00 No. 548000

ii) 200 V, 200AH 2 260000.00 No. 520000

iii) 48 V, 200 AH 2 212000.00 No. 424000

iv) 30 V, 100 AH 2 93000.00 No. 186000

v) 200 V, 300AH 2 260000.00 No. 520000






a) 250 kVA, 33 / 0.4 kV 1 428000.00 No. 428000

b) 250 kVA, 11 / 0.4 kV 1 371000.00 No. 371000





Page - 160



(Rs.)










1785000.00

No.785000





Part D 1) CAPACITOR BANK WITH APFC SYSTEM-38 kV(66 kV), 7.2 (3x2.4+1.8) MVAR Capactor Bank with APFC Panel 1 9583000.00 set 9583000

RESIDUAL VOLTAGE TRANSFORMER

33kV/3/110-570 1 80000.00 No 80000

66 KV capacitor voltage transformer 1 110000.00 No 110000

1100 V Grade, HR-FRLS Copper Control Cables/LT Cables


2Cx2.5mm2 0.2 50000.00 Km 10000

4Cx2.5mm2 0.2 87000.00 Km 17400

7Cx2.5mm2 0.2 154000.00 Km 30800

10Cx2.5mm2 0.2 229000.00 Km 45800

12Cx2.5mm2 0.2 240000.00 Km 48000

19Cx2.5mm2 0.2 393000.00 Km 78600

2Cx4mm2 0.2 79000.00 Km 15800

4Cx4mm2 0.2 133000.00 Km 26600


4Cx6mm2 0.2 220000.00 Km 44000

7Cx4mm2 0.2 358000.00 Km 71600


Page - 161



(Rs.)


4Cx10mm2 0.05 264000.00 Km 13200


33kV,1Cx630 mm2,XLPE,Al Conductor With armoured 0.05 942000.00 47100

Termination Kits for 33kV,1Cx630 mm2,XLPE,Al Conductor with

armoured

Indoor Type 0.6 11000.00 No 6600

Outdoor type 0.6 13000.00 No 7800

CURRENT TRANSFORMER

66 kV, TRANSFORMER

200-100/1-1-1-1A 1 53000.00 No. 53000

ISOLATOR]


72.5 kV,1250 A 1 215000.00 set 215000

i) 36 kV, 2000 A 1 192000.00 set 192000


72.5 kV,1250 A 1 179000.00 set 179000

i) 36 kV, 2000 A 1 167000.00 set 167000


i) 36 kV,1250 A 1 147000.00 set 147000


i) 36 kV,1250 A 1 123000.00 set 123000

SURGE ARRESTOR (with surge counter)

PORCELAIN TYPE

60 kV 1 35000.00 No. 35000

POLYMER TYPE

60 kV 1 24000.00 No. 24000


Page - 162



(Rs.)

Control and Relay Panel

66 kV, Transformer Panel (LV side) without diffrential Relay with BCU1 779000.00

No.779000

Bus Coupler 1 769000.00 No. 769000


Part E Item No.6A- Fencing



50x50x6 mm erected in C.C.foundation 0.30x0.45x0.45 cm deep.The

section of the frame shall be fitted with flat iron support of size

25x6mm on top bottom and mid way and chain link jail of 3.26 mm

dia/10 SWG G.I. hard wire mesh of 50x50mm to the angle iron at

every distance of 30 cms,by angle studs complete duly painted with

one coats or red oxide and two coats of aluminium paint Size of

Fencing 30 x 45 Mtr

PWD DSR I.No. 10.2.18 / 146 for 2018-19 95 5603.85 No 532365.75

Item No.6B- Fencing gate


Page - 163



(Rs.)

Supplying and erecting double leaf hinged door each 150 cm in width

and 185 cm in height using 40 mm dia"B"grade ISI mark G.I.pipe from

all four sides with necessary bends,and cross supports of angle iron

45x45x5mm with the door leaf covered with chain link jali 50x50 mm

made from3.26 mm dia/10 SWG G.I wire with necessary flat iron

covering all around with necesary number of spikes of sie 10mm dia

at top and bottom at 150mm apart to match the height of fencing.The

door shall have latches and side channel of 100x50x5 mm regidly

welded for providing locking arrangement.Godraj/Navtal make

medium size lock with duplicate keys.The fencing complete erected

and pinted with anticorrosive red oxide paint and two coats of

prescribed enamel paint/silver paint.The channel iron of size 150 x75

mm by 2.5 m long shall be provided and erected at both sides of gate.

Size of Fencing 1500 mm x 3 Nos x 1 No = 2 Gates. Total 6 Nos

required.

PWD DSR I.No. 10.2.20 / 147 for 2018-19 4 16158 No 64632

Total 109620606.29


Page - 164

SHIMLA JAL PRABANDHAN NIGAM LIMITED Annexure-N


(Rs.)


Part A 10 MVA.(33KV*3.3KV) 2 13172911 No. 26345822

315 KVA-33000 / 433Volt(for lighting &other purpose) 2 874798 No. 1749596



2 ii) Control and Relay Panel



5 Feeder Panel 1 333000.00 No. 333000


7


TRANSFORMER

3 45000.00 No.135000

8

v) Lightening Arrester-60 kV(SURGE ARRESTOR with surge

counter)

3 9000.00 No.27000


10

Indoor Switchgear and allied Equipments comprising of Panel

Board, CTs, PTs etc.

36 kV, 2000 A, 25 kA I/C 1 2426000.00 No. 2426000

12KV, 1250 A , 12.5 KA I/C 1 543000.00 No. 543000



Total 34191418


disc insulator, pin insulator etc. @ 10% ( on Sub Total 1 above )

10 %

3419141.8


Total 1 above)

13 %4444884.34

(b) Cable trays @ .75 % & Air-Conditioning @ .25 % i.e. on Sub-

Total-1

25 %341914.18

ABSTRACT OF COST


Estimate for 33 KV HT Substation for Pumping station at Dummi site


Page - 165



(Rs.)


Transportation @ 5 % & Insurance @ 1 % ( Total 06 % on Sub

Total 1 above)

5 %2051485.08


(a) Erection & Commissioning Charges @ 10 % 10 % 3419141.8

(b) Sub-station T & P* LS 500000

Civil Works ( as per Annexure H1 ) 2696000

Sub Total (Item 14+15+16) 52089727.74


a) D. C. Battery

i) 220 V, 400AH 1 902000.00 No. 902000

ii) 220 V,300AH 1 752000.00 No. 752000

iii) 220 V, 200AH 1 475000.00 No. 475000

iv) 48 V, 400AH 1 210000.00 No. 210000

v) 48 V, 200AH 1 129000.00 No. 129000

vi) 30 V, 100 AH 1 38000.00 No. 38000

b) Battery Charger

i) 200 V, 400AH 2 274000.00 No. 548000

ii) 200 V, 200AH 2 260000.00 No. 520000

iii) 48 V, 200 AH 2 212000.00 No. 424000

iv) 30 V, 100 AH 2 93000.00 No. 186000

v) 200 V, 300AH 2 260000.00 No. 520000






a) 250 kVA, 33 / 0.4 kV 1 428000.00 No. 428000

b) 250 kVA, 11 / 0.4 kV 1 371000.00 No. 371000





Page - 166



(Rs.)











1785000.00

No.785000





Part D

1) CAPACITOR BANK WITH APFC SYSTEM-38 kV(33 kV), 7.2

(3x2.4+1.8) MVAR Capactor Bank with APFC Panel 1 9583000.00 set 9583000

2) RESIDUAL VOLTAGE TRANSFORMER

33kV/3/110-570 1 80000.00 No 80000

3) 1100 V Grade, HR-FRLS Copper Control Cables/LT Cables


2Cx2.5mm2 0.2 50000.00 Km 10000

4Cx2.5mm2 0.2 87000.00 Km 17400

7Cx2.5mm2 0.2 154000.00 Km 30800

10Cx2.5mm2 0.2 229000.00 Km 45800

12Cx2.5mm2 0.2 240000.00 Km 48000

19Cx2.5mm2 0.2 393000.00 Km 78600

2Cx4mm2 0.2 79000.00 Km 15800

4Cx4mm2 0.2 133000.00 Km 26600


4Cx6mm2 0.2 220000.00 Km 44000


Page - 167



(Rs.)

7Cx4mm2 0.2 358000.00 Km 71600


4Cx10mm2 0.05 264000.00 Km 13200


33kV,1Cx630 mm2,XLPE,Al Conductor With armoured 0.15 942000.00 Km 141300

4) Termination Kits for 33kV,1Cx630 mm2,XLPE,Al Conductor with

armoured

Indoor Type 0.6 11000.00 No 6600

Outdoor type 0.6 13000.00 No 7800

5) CURRENT TRANSFORMER

33 kV, TRANSFORMER

10-5/1-1-1A 12 46000.00 No. 552000

6) ISOLATOR


72.5 kV,1250 A 1 215000.00 set 215000

i) 36 kV, 2000 A 1 192000.00 set 192000


72.5 kV,1250 A 1 179000.00 set 179000

i) 36 kV, 2000 A 1 167000.00 set 167000


i) 36 kV,1250 A 1 147000.00 set 147000


i) 36 kV,1250 A 1 123000.00 set 123000

7) SURGE ARRESTOR (with surge counter)

PORCELAIN TYPE

60 kV 3 35000.00 No. 105000


Page - 168



(Rs.)

POLYMER TYPE

60 kV 3 24000.00 No. 72000

8) Control and Relay Panel

Bus Coupler 1 950000.00 No. 950000


33 kV, Transformer Panel (LV side) without diffrential Relay with

BCU1

578000.00 No.578000

Part E Item No.1- Fencing



50x50x6 mm erected in C.C.foundation 0.30x0.45x0.45 cm

deep.The section of the frame shall be fitted with flat iron support of

size 25x6mm on top bottom and mid way and chain link jail of 3.26

mm dia/10 SWG G.I. hard wire mesh of 50x50mm to the angle iron

at every distance of 30 cms,by angle studs complete duly painted

with one coats or red oxide and two coats of aluminium paint Size

of Fencing 30 x 45 Mtr

PWD DSR I.No. 10.2.18 / 146 for 2018-19 95 5603.85 No 532365.75

Item No.2- Fencing gate


Page - 169



(Rs.)

Supplying and erecting double leaf hinged door each 150 cm in

width and 185 cm in height using 40 mm dia"B"grade ISI mark

G.I.pipe from all four sides with necessary bends,and cross supports

of angle iron 45x45x5mm with the door leaf covered with chain link

jali 50x50 mm made from3.26 mm dia/10 SWG G.I wire with

necessary flat iron covering all around with necesary number of

spikes of sie 10mm dia at top and bottom at 150mm apart to match

the height of fencing.The door shall have latches and side channel

of 100x50x5 mm regidly welded for providing locking

arrangement.Godraj/Navtal make medium size lock with duplicate

keys.The fencing complete erected and pinted with anticorrosive

red oxide paint and two coats of prescribed enamel paint/silver

paint.The channel iron of size 150 x75 mm by 2.5 m long shall be

provided and erected at both sides of gate. Size of Fencing 1500

mm x 3 Nos x 1 No = 2 Gates. Total 6 Nos required.

PWD DSR I.No. 10.2.20 / 147 for 2018-19 4 16158 No 64632

Total 102700025.49


Page - 170

SHIMLA JAL PRABANDHAN NIGAM LIMITED Annexure-O

Sr. No. Description Qty Rate Unit Amount

1 Supply & errection of pump[ing machinery alongwith its allied

accessories. complete with a provision of 100% stand by at raw

water stage and 50 % stand bye at each pure water stage

including surge control devices.

27875 18000 Per BHP 5017.50

i). Raw water stage. 365 X 2 X 2 1460 BHP

ii). WTP to Devidhar. 1175 X 6 X 1.5 10575 BHP

iii) Devidhar to Dummi 935 X 6 X 1.5 8415 BHP

vi).Dummi to Sanjauli 825 X 6 X 1.5 7425 BHP

Total 27875 BHP


Pumping Machinery for Raw water and Pure Water Stages


ABSTRACT OF COST


Page - 171

SHIMLA JAL PRABANDHAN NIGAM LIMITED Annexure-P


(Rs.)

Raw Water Pumping Machinery

1

Ultrasonic level transmitter - Designing, Supplying, Installing, commissioning &

testing of

Ultrasonic Raddar type level transmitter CE marked with

following technical parameters at Raw Water Pump House

and Interfacing with PLC panel including mounting

arrangement.

Output-4-20 mA

Power supply - 24V DC ext.

Display - 4" LED

Range- 0 to …………... mtrs

Accuracy - +/- 0.25% of Full Scale or betterEnclosure- IP 67

Mounting - On PLC panel 1.00 75000 Each 75000

2

Pressure Transmitter - Designing, Supplying, Installing, commissioning & testing of

pressure transmitter CE markd with following technical parameters at Raw Water

Pump House and Interfacing with PLC panel including mounting arrangement.Output

4-20 mA Power supply - 24V DC ext. Display - 4" LED Accuracy - +/- 0.1 % of full

scale or better Enclosure- IP 67 4.00 35000 Each 140000

3

Power Analyser - Designing, Supplying, Installing, commissioning & testing of Power

Analyser interfacing to PLC Panel with modbus

communicatuion port , as per IEC 62053 and in the

prescribed format including mounting arrangement. 4.00 35000 Each 140000

4 PLC panel suitable for wireless communication 4.00 200000 Each 800000

5

PLC based control monitoring and communication software - Designing, Supplying,

Installing, commissioning & testing of PLC based control monitoring and

communication software as per IEC 61131 at Raw water Jackwell / Sump suitable for

monitoring and control of Raw water Pumps, Pressure Transmitters, Level

Transmitter, Flow Transmitter

complete. 4.00 50000 Each 200000


Automation to WTP, Raw Water and Pure Water Pumping Machinery

ABSTRACT OF COST


Page - 172



(Rs.)

6

Supplying, erecting & terminating PVC armouredcable 2

core 2.5 sq mm copper conductor continuous 5.48 sq mm

(12 SWG) G.I. earth wire complete erected with glands &

lugs, on wall/ trusses/pole or laid in provided trench/ pipe as

per specification no. CB-LT/CU 200.00 145.6 Mtr 29120

7Supplying and fixing Cat-6 STP cable suitable for LAN /

WAN as per specification in approved manner 200.00 92.96 Mtr 18592

8

Designing, Supplying, Installing, commissioning & testing

with Terminating & Interfacing of 2 Pair x 1 sq.mm as per

IS 694 copper Shielded twisted, multistranded armoured

cablew on wall in GI tray or on ground. 200.00 162.4 Mtr 32480

9


with Terminating & Interfacing of 3 Pairs x1 sq.mm. as per

IS 694 copper Shielded, twisted, multi stranded armoured

cable on wall in GI tray or on ground.200.00 206.08 Mtr 41216

10


with Terminating & Interfacing of 4.5 Pairs x 1.0 sq.mm as

per IS 694 copper shielded, twisted, multi stranded

armoured cable on wall in GI tray or on ground.200.00 303.52 Mtr 60704

11


with Terminating & Interfacing of 8 Pairs x 1.0 sq.mm as



12

Providing & erecting Hot dipped Galvanised Ladder type

Cable tray manufactured from 16 swg (1.6 mm thick) GI

sheet of 150 mm width & 100 mm heightcomprising all

required standard accessories.200.00 716.8 Mtr 143360

13 Earthing 0 0

A

Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod

complete with all materials as per specification No. EA-EP (10 for pumps + 2 for main

panel + 2 for APFC panel + 2 for Raw water pump panel) 5.00 1364.16 Each 6821

B GI earthing strip 150.00 199.36 Kg 29904


Page - 173



(Rs.)

14

Surveillance system - Desiging,supplying,installing,commissioning & testing of CCTV

IR water proof camera suitable for upto 100ft.with IR

Dome camera,control key board,DVR,Hard Disk,cables,UPT transreceivers

etc.complete.1.00 25878 Nos 25878

15

Providing, erecting electric Valve actuators totally enclosed,

weather-proof and dust proof construction with IP-67,

protection class suitable for installation in any position

without lubrication, leakage or other operational difficulty

with special grease filled gear box and hand wheel for

emergency manual operation which will automatically disengage

on restoration of power to motor and with 10 watt

single phase space heater and continuous local mechanical

position indicator and individually replaceable counter gear

assembly and with two torque and four limit switches with

S.S. flap and operated with gear driven cams and of rating

250 Volt, 5 Amp, AC/DC, torque switch dial and with TEFC

squirrel cage induction motor working on 440 Volts +/- 10%,

3 phase, 50 Hz AC of intermittent duty rating S-2, insulation

class "F" and temp rise restricted to class "B" with IP - 67

protection class suitable for DOL starting and with three

thermostat and 30% over load margin. The torque rating of

reduction gear box shall be atleast 1.5 times max. torque

required for opening and closing of valve with integral

starter controls having four limit switches 1 for OPEN, 1 for

CLOSE & 2 Nos for intermidiate positions for interlocking

etc complete. with Third Party inspection 0 0

600 mm 4.00 118883.52 No 475535

0 0

16

Supplying and erecting armoured control cable with ISI

mark stranded / solid copper conductor 1.1 kV grade

complete erected on wall / panel or in provided trench in an

approved manner. 2.5 sq mm Copper conductor PVC insulated, armoured control

cable for Actuators 100.00 144.48 Mtr 14448


Page - 174



(Rs.)

17

Assembled D.O.L. Starter

Supplying and erecting assembled DOL starter in provided

cubical panel, with ON-OFF push buttons, no volt coil, over

load element and required power and control wiring

complete for Actuators Up to 7.5 HP 4.00 1583.68 No 6335

Pure Water Pumping Machinery

18

Ultrasonic level transmitter - Designing, Supplying, Installing, commissioning &

testing of

Ultrasonic Raddar type level transmitter CE marked with

following technical parameters at Raw Water Pump House

and Interfacing with PLC panel including mounting

arrangement.

Output-4-20 mA


Display - 4" LED

Range- 0 to …………... mtrs

Accuracy - +/- 0.25% of Full Scale or betterEnclosure- IP 67

Mounting - On PLC panel 6.00 50000 Each 300000

19

Pressure Transmitter - Designing, Supplying, Installing, commissioning & testing of

pressure transmitter CE markd with following technical parameters at Raw Water

Pump House and Interfacing with PLC panel including mounting arrangement.Output

4-20 mA Power supply - 24V DC ext. Display - 4" LED Accuracy - +/- 0.1 % of full

scale or better Enclosure- IP 67 33.00 35000 Each 1155000

20


Analyser interfacing to PLC Panel with modbus

communicatuion port , as per IEC 62053 and in the

prescribed format including mounting arrangement. 27.00 35000 Each 945000

21

PLC Panel - Designing, Supplying, Installing, commissioning & testing of PLC Panel.

Including PLC with CPU & Power supply unit, power supplyb cables interfacing cards,

interfacing cables, wireless modules with 25% extra quantity of all accessories.

27.00 50000 Each 1350000

22

PLC based control monitoring and communication software - Designing, Supplying,

Installing, commissioning & testing of PLC based control monitoring and

communication software as per IEC 61131 at Raw water Jackwell / Sump suitable for

monitoring and control of Raw water Pumps, Pressure Transmitters, Level

Transmitter, Flow Transmitter

complete. 3.00 45383.52 Each 136151


Page - 175



(Rs.)

24

Supplying, erecting & terminating PVC armouredcable 2

core 2.5 sq mm copper conductor continuous 5.48 sq mm

(12 SWG) G.I. earth wire complete erected with glands &

lugs, on wall/ trusses/pole or laid in provided trench/ pipe as

per specification no. CB-LT/CU 600.00 145.6 Mtr 87360


WAN as per specification in approved manner 600.00 92.96 Mtr 55776

26





27





28





29





30




required standard accessories.600.00 716.8 Mtr 430080

31 Earthing 0 0

A

Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod

complete with all materials as per specification No. EA-EP (10 for pumps + 2 for main

panel + 2 for APFC panel + 2 for Raw water pump panel) 10.00 1364.16 Each 13642

B GI earthing strip 2500.00 199.36 Kg 498400


Page - 176



(Rs.)























600 mm 27.00 125000 No 3375000

0 0

32






33





complete for Actuators Up to 7.5 HP 27.00 1583.68 No 42760


Page - 177



(Rs.)

34




etc.complete.3.00 26772.48 Nos 80318

Water Treatment Plant 0 0

35

Open channel type ultrasonic flowmeter with FIT - Design, Supply, Installation,

Testing & calibration of open

chanel type ultrasonic flow Transmitter CE marked with

following technical parameters at Raw Water channel and

Interfacing with PLC panel including mounting arrangement.

Range- 0 - 5 mtrs

Output-4-20 mA


Display - 4" LED

Accuracy - +/- 0.25% of Full Scale or better

Enclosure- IP 68 2.00 45840.48 Nos 91681

36

PH analyser - Design, Supply, Installation, Testing of pH analyser as per

IUPAC( International Union for Pure & Applied Chemistry)at

A.F. and Interfacing with PLC panel including mounting

arrangement.

Range : 0-14 ,

pH Accuracy : Better than 0.1% of full scale ,

Supply Voltage : 24V dc,

Output : 4‐20 mA

As per IEC 61000-6-2 & IEC 61000-6-3 3.00 100000 Nos 300000

37

Turbidity Analyser - Design, Supply, Installation, commissioning, testing of Turbidity

Anayser as per ISO 7027 scattering light method at A.F. and Interfacing with PLC

panel. Turbidity analyser shall comprises of 3 components i.e. sensors,signal

distributor and transmitter with indicator. with 2 Outputs, 1 to PLC & anather to Local

Display with mounting arrangement.

Overall Range : 0‐2000 NTU

Accuracy : +/‐0.02 NTU

Supply Voltage : 230 V ac

Output : 4‐20 mA 3.00 275890.72 Nos 827673


Page - 178



(Rs.)

38

Alum / PAC Dosing - Design, Supply, Installing commissioning and testing PLC

compatible Alum/PAC Mixing, Dosing and monitoring

system for Dosing at raw water channel by applying

suitable mechanism to control the available turbidity in

desired limit. This system includes level switches for tank. 1.00 325000 Nos 325000

39

Designing,Supplying, installing, commissioning & testing of Ultrasonic level

transmitter CE marked at each filter bed with following technical parameters

Interfacing with PLC panel including mounting arrangement.

Range- 0 - 5 mtrs

Output-4-20 mA


Display - 4" LED


Enclosure- IP 65 16.00 50000 Nos 800000

40


Analyser interfacing to PLC Panel with modbus communicatuion port, as per IEC

62053 and in the prescribed format including mounting arrangement. (for 2 Nos

Wash water pump & 2 Nos Blower)

7.00 35000 Each 245000

41

PLC Panel with HMI for Filter Bed - Designing, Supplying, Installing, commissioning &

testing of PLC Panel with HMI including PLC with CPU & Power supply unit, power

supply cable, Interfacing cards, interfacing cables, wireless modules with 25 % extra

quantity of all accessories.16.00 50000 Each 800000

42

Master PLC Panel - Design, Supply, Installing, Commissioning & Testing of Master

PLC control monitoring and communication panel as per IEC 61131 at Pure Water

Sump suitable for monitoring and control of pure water Pumps. Pressure

Transmitters, Level Transmitter, PH Transmitter, Turbidity Transmitter ,for all pumps

installed 2.00 1050000 Each 2100000

0 0


WAN as per specification in approved manner200.00 92.96 Mtr 18592

44






Page - 179



(Rs.)

45





46




armoured cable on wall in GI tray or on ground. 200.00 303.52 Mtr 60704

47





48




required standard accessories. 200.00 716.8 Mtr 143360

49

Pressure Transmitter for Blower and Wash Water Pumps Designing, Supplying,

Installing, commissioning & testing of pressure transmitter CE markd with following

technical parameters at Blower delivery and Interfacing with PLC panel.

Medium- Water

Pressure - 0-10 kg/cm2

Output 4-20 mA


Display - Large LED

Accuracy - +/- 0.5 % of full scale or better

Temp.- suitable for Amb.temp 4.00 35000 Nos 140000


Page - 180



(Rs.)

50

Ultrasonic Level Transmitter for Wash Water Tank - Designing, Supplying, Installing,

commissioning & testing of Ultrasonic level transmitter CE marked with following

technical parameters and Interfacing with PLC panel including Mounting accessories.

Range- 0 - 5 mtrs

Output-4-20 mA


Display - 4" LED


Enclosure- IP 65

3.00 50000 Nos 150000

51




etc.complete.1.00 26772.48 Nos 26773

52

Flash Mixer & Clariflocculator - Designing, Supplying, Installing, commissioning &

testing with operation, controlling & Monitoring of Flash Mixer and Clarifloccutor

mechanism interfaced with Master PLC of WTP 2.00 50000 Nos 100000


Page - 181



(Rs.)

53























150 mm 20.00 85000 No 1700000

500 mm 16.00 110000 No 1760000

600 mm 24.00 125000 No 3000000

450 mm 2.00 135000 No 270000

0 0

54






0 0


Page - 182



(Rs.)

55





complete for Actuators Up to 7.5 HP 62.00 9000 No 558000

0 0

56

Design, Supply, Installation,Testing of Residual chlorine analyser / meter must have

automatic sensor cleaning facility at pure water sump and Interfacing with PLC panel.

Residual Chlorine meter shall comprises of 3 components i.e. sensors,flow through

assembly and transmitter with indicator and gives 2 outputs one to Local display &

other to PLC including Mounting arrangement. Overall

Range : 0 ‐

8 mg/l (ppm)

Accuracy : 2% of full scale Supply Voltage : 230

V ac

Output : 4 ‐ 20 mA

Membrane free sensor of 2 gold plated electrodes for long

term stability and reference electrode (ag/Agcl) must be

provided to avoid maintenance.

IP 65 Nema 4 housing protection class requird. 5.00 250000 No 1250000

Flow Meter 0 0

57

Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064,

for Raw/Pure water with accuracy +/-0.5% of measured value & protection as per

given specifications for size 100 mm-1000mm including sensor, transmitter surge

arrestor, cable suitable size for 25 mtrs built in GSM ( with Simcard and its

charges,valid for 36 months) including the pipe cutting, leveling and installation of

flow meter in the pipelines with necessary tool tackles, cranes including 36 months

guarantee etc complete, as may be required at site & based on technical

specifications (Annexure-A) attached 0 0

750 mm dia 7.00 520000 Nos 3640000

58

Constructing chamber for Water Meter including RCC foundation, vertical wall and

top slab 1:2:4 mix , bed concrete 1:4:8 mix with cement mortar 1:3 finished with a

floating coat of neat cement including curing complete. 2500x1500x2000mm. inside

size. 7.00 85053.92 Nos 595378

0 0

59 Providing , fabricating, fixing , jointing Specials of API grade material 1500.00 112 kg 168000

SCADA Software 0 0


Page - 183



(Rs.)

60

Supply, Installation, Commissioning, Testing, Terminating & Interfacing Software

Design to PLC and commissioning of SCADA software with required hard tags plus

25% extra and with unlimited soft Tags & life time licence Development version

1.00 450000 Nos 450000

61

Developing/programming charges to install the software as

per logic defined by the dept.

1.00 250000 Nos 250000

62

Supply, Installation, Testing, Terminating & Interfacing Centralised Historian Server

grade Historian PC with Window 7 or latest window operating system & Historian

software development cost etc. complete 1.00 85000 Nos 85000

63

Supply, Installation, Testing, Terminating & Interfacing Secondary Computer Station

Secondary computer station etc.1.00 65000 Nos 65000

64Supply, Installation, Testing, Intgeration & Commissioning of 46" LCD monitor at

Conf. Room for display of total water system (Online) 1.00 98000 Nos 98000

65

Supplying and erecting window model mounted type room Air-Conditioner 3 star

230/250 V 50 cycles single phase A.C.supply 2 TRcapacity complete with gas

R410A/R32 at position in provided recess with wooden frame as per specification

No.AP-AC/WAC1.00 45000 Nos 45000

Total 32017997

Say 32018000


Page - 184

SHIMLA JAL PRABANDHAN NIGAM LIMITED Annexure-Q


1 Construction of pump house cum attendant quarter 2 Nos. of 600 Sqm.

Each at Devidhar and Dummi.

1200 30545 Per Sqm. 366.54

As per PWD, Himachal Pradesh rates for plinth area for buildings of area

more than 500 sqm is 24436 in 2014 and increased by 25% for 5years.

2 Construction of staff quarters Type-I,II & III. 2000 30545 Per Sqm. 610.90

As per PWD, Himachal Pradesh rates for plinth area for buildings of area

more than 500 sqm is 24436 in 2014 and increased by 25% for 5years.

3 Construction of bridges at various points. 194 1.50 Per mtr. 291.00

2 Nos X 25 mtr Span = 50 mtr





Pump House, Staff Quarter and Roads

ABSTRACT OF COST


4 Construction of 12 Km.5/7m wide Katcha road. 12.00 56.25 Per Km. 675.00

Total Rs. In Lac. 1943.44

Page - 185

SHIMLA JAL PRABANDHAN NIGAM LIMITED Annexure-R


1

Providing, Constructing, Ereceting Solar Power Plant of 500 Kwp at Shikrodi,

Devidhar and Dummi as per availabilty of land including all fabrication, necessary

allied works etc complete500 76000 Kwp 38000000

Total In Rs. 38000000

Total In lac. 380.00


Solar Power Plant 500 Kwp

ABSTRACT OF COST


Page - 186

RATE

ANALYSIS

Page - 187

SHIMLA JAL PRABANDHAN NIGAM LIMITED Rate Analysis

Name of work :- Providing Water Supply for Shimla town.

Cement/Steel/G.I Pipe

Dhalli Store (IPH)

6 K.M. 0.5 K.M.

By Mech Transport By Head load Site of work

Sand Deothi Solan

60 K.M. 0.5 K.M.


Aggrigate below 40 mm size

115 K.M 0.5 K.M.

Punchakula By Mech Transport By Head load Site of work

Aggrigate above 40 mm size

115 K.M 0.5 K.M.


Steel/wood/Frame/Shuttering and Shutter50 K.M 0.5 K.M.

Shimla By Mech Transport By Head load Site of work

Brick/MSERW Pipe/GI1460 K.M 0.5 K.M.

Chandigarh By Mech Transport By Head load Site of work

Flanges6 K.M. 0.5 K.M.

Local By Mech Transport By Head load Site of work

Soling Stone115 K.M 0.5 K.M.


Certified that lead is taken as per actual ,shortest and feasible as well as economical route by all means.


Lead Statement

LEAD CHART


Page - 188


1) Cement from IPH 2) STEEL:

LEAD : By Mech. 50 Km. LEAD : By Mech. 50 Km.

By Head : 0.5 Km. By Head : 0.5 Km.

1 By Mech. 1 By Mech.

1 Km. 0 106.22 0.00 1 Km. 0 106.22 0.00

2 Km. 0 124.09 0.00 2 Km. 0 124.09 0.00

3 Km. 0 141.79 0.00 3 Km. 0 141.79 0.00

4 Km. 0 159.04 0.00 4 Km. 0 159.04 0.00

5 Km. 1 175.55 175.55 5 Km. 1 175.55 175.55

5- 10 Km. 5 15.41 77.05 5- 10 Km. 5 15.41 77.05

10-20 Km. 10 13.15 131.50 10-20 Km. 10 13.15 131.50

Beyond 20 Km. 30 11.32 339.60 Beyond 20 Km. 30 11.32 339.60

TOTAL : 723.70 TOTAL : 723.70

2 By Head load 2 By Head load

1st. 1 Km. 0 431.84 0.00 1st. 1 Km. 0 911.43 0.00

1st. 100 Mtr 1 68.60 68.60 1st. 100 Mtr 1 144.81 144.81

Bey:1 Km.Per 1/2Km. 0 215.92 0.00 Bey:1 Km.Per 1/2Km. 0 455.72 0.00

Bey:100 Mtr Per 50 Mtr 8 20.18 161.44 Bey:100 Mtr Per 50 Mtr 8 42.59 340.72

Total : 230.04 Total : 485.53

3) Sand: 4)




1 Km. 0 159.34 0.00 1 Km. 0 159.34 0.00

2 Km. 0 186.14 0.00 2 Km. 0 186.14 0.00

3 Km. 0 212.68 0.00 3 Km. 0 212.68 0.00


CARRIAGE OF MATERIALS

Stone aggregate below

40mm.:


Page - 189


4 Km. 0 238.56 0.00 4 Km. 0 238.56 0.00

5 Km. 1 263.33 263.33 5 Km. 1 263.33 263.33

5- 10 Km. 5 23.12 115.60 5- 10 Km. 5 23.12 115.60

10-20 Km. 10 19.73 197.30 10-20Km 10 19.73 197.30


TOTAL : 2036.51 TOTAL : 2868.53


1st. 1 Km. 0 732.74 0.00 1st. 1 Km. 0 732.74 0.00

1st. 100 Mtr 1 116.42 116.42 1st. 100 Mtr 1 116.42 116.42


Bey:100 Mtr Per 50 Mtr 8 34.24 273.92 Bey:100 Mtr Per 50 Mtr 8 34.24 273.92Total : 390.34 Total : 390.34

5) 6)



1 By Mech. Nos. Rate/ Km. 1 By Mech.

1 Km. 0 172.44 0.00 1 Km. 0 159.34 0.00

2 Km. 0 201.45 0.00 2 Km. 0 186.14 0.00

3 Km. 0 230.18 0.00 3 Km. 0 212.68 0.00

4 Km. 0 258.18 0.00 4 Km. 0 238.56 0.00

5 Km. 1 284.99 284.99 5 Km. 1 263.33 263.33

5- 10 Km. 5 25.02 125.10 5- 10 Km. 5 23.12 115.60

10-20 Km. 10 21.35 213.50 10-20 Km. 10 19.73 197.30


TOTAL : 1450.69 TOTAL : 1085.63


1st. 1 Km. 0 792.22 0.00 1st. 1 Km. 0 585.93 0.00

1st. 100 Mtr 1 125.86 125.86 1st. 100 Mtr 1 93.09 93.09



Stone aggregate 40mm

and above:

Timber(Local wood for

shuttering)and Shutter


Page - 190


Total : 422.02 Total : 312.13

7) 7.1)

By Mech. 6 Km. By Mech. 1460 Km.

By Head : 0.5 Km. By Head : 0 Km.


1 Km. 0 106.22 0.00 1 Km. 0 106.22 0.00

2 Km. 0 124.09 0.00 2 Km. 0 124.09 0.00

3 Km. 0 141.79 0.00 3 Km. 0 141.79 0.00

4 Km. 0 159.04 0.00 4 Km. 0 159.04 0.00

5 Km. 1 175.55 175.55 5 Km. 1 175.55 175.55

5- 10 Km. 1 15.41 15.41 5- 10 Km. 5 15.41 77.05

10-20 Km. 0 13.15 0.00 10-20 Km. FALSE 13.15 0.00


TOTAL : 190.96 TOTAL : 16553.40


1st. 1 Km. 0 535.00 0.00 1st. 1 Km. 0 535.00 0.00

1st. 100 Mtr 1 85.00 85.00 1st. 100 Mtr 0 85.00 0.00



Total : 285.00 Total : 0.00

8) 9)


By Head : 0 Km. By Head : 0.5 Km.


1 Km. 0 272.09 0.00 1 Km. 0 435.34 0.00

2 Km. 0 317.86 0.00 2 Km. 0 508.57 0.00

3 Km. 0 363.19 0.00 3 Km. 0 581.10 0.00

4 Km. 0 407.37 0.00 4 Km. 0 651.79 0.00

GI Pipe below 100mm

dia :

GI Pipe below 100mm

dia :

LEAD From IPH Store :LEAD From Chandigarh

:

MSERW Pipe 100mm

dia :

MSERW/CI Pipe 150mm

dia :

LEAD (From

Chandigarh to IPH and

IPH to Site) :

LEAD (From Chandigarh

to IPH and IPH to Site) :


Page - 191


5 Km. 1 449.68 449.68 5 Km. 1 719.48 719.48

5- 10 Km. 5 39.48 197.40 5- 10 Km. 5 63.16 315.80

10-20 Km. FALSE 33.69 0.00 10-20 Km. FALSE 53.91 0.00


TOTAL : 42581.08 TOTAL : 67851.28


1st. 1 Km. 0 1445.99 0.00 1st. 1 Km. 0 2037.28 0.00

1st. 100 Mtr 0 229.73 0.00 1st. 100 Mtr 1 323.68 323.68



Total : 0.00 Total : 1085.28

10) 11)


By Head : 0 Km. By Head : 0 Km.


1 Km. 0 725.57 0.00 1 Km. 0 989.42 0.00

2 Km. 0 847.62 0.00 2 Km. 0 1155.85 0.00

3 Km. 0 968.51 0.00 3 Km. 0 1320.69 0.00

4 Km. 0 1086.32 0.00 4 Km. 0 1481.35 0.00

5 Km. 1 1199.13 1199.13 5 Km. 1 1635.18 1635.18

5- 10 Km. 5 105.27 526.35 5- 10 Km. 5 143.55 717.75

10-20 Km. FALSE 89.85 0.00 10-20 Km. FALSE 122.52 0.00


TOTAL : 113095.08 TOTAL : 154215.33


1st. 1 Km. 0 3057.20 0.00 1st. 1 Km. 0 5373.33 0.00

1st. 100 Mtr 0 485.72 0.00 1st. 100 Mtr 0 853.71 0.00



Total : 0.00 Total : 0.00

MSERW Pipe 200mm

dia :

MSERW Pipe 250mm dia

:

LEAD (From

Chandigarh to IPH and

IPH to Site) :

LEAD (From Chandigarh

to IPH and IPH to Site) :


Page - 192


12) Flange / Sluice Valve 13) Bricks: Per 1000.Nos.

By Mech. 6 LEAD : By Mech. 1460 Km.

By Head : 0.5 By Head : 0.5 Km.


1 Km. 0 106.22 0.00 1 Km. 0 398.34 0.00

2 Km. 0 124.09 0.00 2 Km. 0 465.35 0.00

3 Km. 0 141.79 0.00 3 Km. 0 531.71 0.00

4 Km. 0 159.04 0.00 4 Km. 0 596.39 0.00

5 Km. 1 175.55 175.55 5 Km. 1 658.33 658.33

5- 10 Km. 1 15.41 15.41 5- 10 Km. 5 57.80 289.00

10-20 Km. 0 13.15 0.00 10-20 Km. FALSE 49.33 0.00


TOTAL : 190.96 TOTAL : 62089.73


1st. 1 Km. 0 911.43 0.00 1st. 1 Km. 0 1367.88 0.00

1st. 100 Mtr 1 144.81 144.81 1st. 100 Mtr 1 217.32 217.32



Total : 144.81 Total : 728.68

14) Soling Stone: 15 Building stone:




1 Km. 0 187.45 0.00 1 Km. 0 172.44 0.00

2 Km. 0 218.99 0.00 2 Km. 0 201.45 0.00

3 Km. 0 250.22 0.00 3 Km. 0 230.18 0.00

4 Km. 0 280.65 0.00 4 Km. 0 258.18 0.00

5 Km. 1 309.80 309.80 5 Km. 1 284.99 284.99

5- 10 Km. 5 27.20 136.00 5- 10 Km. 5 25.02 125.10

(Assumed as

locallyavailable) LEAD :


Page - 193


10-20 Km. 10 23.21 232.10 10-20 Km. 10 21.35 213.50


TOTAL : 2576.00 TOTAL : 1450.69


1st. 1 Km. 0 732.74 0.00 1st. 1 Km. 0 792.22 0.00

1st. 100 Mtr 1 116.42 116.42 1st. 100 Mtr 1 125.86 125.86



Total : 390.34 Total : 422.02

A API Pipes A Flange / Sluice Valve


By Head : 0.5 Km. By Head : 0 Km.


1 Km. 0 101.17 0.00 1 Km. 0 101.17 0.00

2 Km. 0 116.25 0.00 2 Km. 0 116.25 0.00

3 Km. 0 131.16 0.00 3 Km. 0 131.16 0.00

4 Km. 0 145.64 0.00 4 Km. 0 145.64 0.00

5 Km. 1 159.41 159.41 5 Km. 1 159.41 159.41

5- 10 Km. 5 12.68 63.40 5- 10 Km. 5 12.68 63.40

10-20 Km. 10 10.48 104.80 10-20 Km. 10 10.48 104.80


TOTAL : 12870.01 TOTAL : 4072.91


1st. 1 Km. 0 637.95 0.00 1st. 1 Km. 0 637.95 0.00

1st. 100 Mtr 1 101.37 101.37 1st. 100 Mtr 1 101.37 101.37



Total : 339.85 Total : 339.85


Page - 194


1689 KM by train from Jamnagar to Chandigarh @ Rs. 2376.00 per tonne

1689 X 2376 =Rs. 4013064

165 KM by Mech. Transport from Chandigarh to Site of Work

500 mtr by head loadBy Mech.

1 Km. 0 101.17 0.00

2 Km. 0 116.25 0.00

3 Km. 0 131.16 0.00

4 Km. 0 145.64 0.00

5 Km. 1 159.41 159.41

5- 10 Km. 5 12.68 63.40

10-20 Km. 10 10.48 104.80

Beyond 20 Km. 145 8.71 1262.95

TOTAL : 1590.56

By Head load

1st. 1 Km. 0 637.95 0.00

1st. 100 Mtr 0 101.37 0.00

Bey:1 Km.Per 1/2Km. 1 318.98 318.98

Bey:100 Mtr Per 50 Mtr 0 29.81 0.00

Total : 318.98


Page - 195


Sr. No. RATE UNIT

1 AGGREGATE 40 MM 550.00 /CUM



4 CEMENT 5120.00 /MT

5 SAND 650.00 /CUM

6 FINE SAND (FILTER MEDIA) 650.00 /CUM

7 M.R. TOR STEEL 4500.00 /QTL.

8 DRILLING EQUIPEMENT 3600.00 /DAY

9 SAFETY COILS 30.00 /COIL

10 DETONATORS 300.00 /100 Nos.

11 SPECIAL GELATINE 75.00 KG

12 STONE 500.00 /CUM

13 THROUGH BOUND STONE 1000.00 /100

14 MS ANGLE/ MS STRAPS 5000.00 /QTL.

15 WELDING CHARGES 4.00 /CMT.

16 WELDING CHARGES WITH GENERATOR SET 5.00 /CMT.

17 MS BOLTS 22 mm 5975.00 /QTL.

18 MS FLAT 5000.00 /QTL.

19 BOULDER/HARD STONE/PLUM 450.00 /CUM

20 CAST IRON M/H 90.00 /KG

21 BRICKS (I st Class) 4500.00 /1000

22 BRICKS II nd

Class) 4000.00 /1000

23 WHITE CEMENT 21500.00 /MT

24 Bitumen/Mexphalt 80/100 34500.00 /MT

25 KEROSENE OIL 14.00 /LTS.

26 DISEIL 76.00 /LTS.

27 M.OIL 285.00 /LTS.

28 FUEL WOOD 5.00 /KG

29 HIRING CHARGES OF TRUCK ( M.R.) 2500.00 /DAY


** BASIC RATE **

Name of work:- Hydraulic Design & Network Modelling for Shimla Water Supply

DESCRIPTION OF ITEM


Page - 196


Sr. No. RATE UNITDESCRIPTION OF ITEM

30 HIRE CHARGES OF PUMP 500.00 /DAY

31 HESSIAN CLOTH 25.00 /SQMT.

32 22mm RIVETS 6975.00 / QTL.

33 LIME(UNSLAKED) 1000.00 / QTL.

34 M.S.PLATES 4500.00 / QTL.

35 R.S.JOISTS 5000.00 / QTL.

36 C.I.RUNGS 40.00 /KG

37 ENAMELLED PAINT(OTHER THAN WHITE) 200.00 / LTS.

38 KAIL WOOD (Ist CLASS) 44500.00 /CUM

39 KAIL WOOD (IInd CLASS) 33830.00 /CUM

40 CHIL WOOD (Ist CLASS) 18100.00 /CUM

41 CHIL WOOD (IInd CLASS) 15800.00 /CUM

42 DEODAR WOOD 45200.00 /CUM

43 SAW CHARGES OF SLEEPERS TO PLANKS 700.00 /CUM

44 SAW CHARGES OF SLEEPERS TO BATTENS 500.00 /CUM

45 WOODEN BALLIES OF KAIL 125.00 /RMT.

46 WIRE GAUGE 250.00 /SQMT.

47 CI VENT PIPE 1.80 Mtr.Long 750.00 /EACH

48 Barbed Wire 56.68 Per Kg. (RC)

49 Ready Mixed Paint (other than white) 150.00 /ltr

50 Ready Mixed Paint (Pink Primer) 200.00 /ltr

51 Ready Mixed Red Mixed Paint 150.00 /ltr

52 Sliding Door Bolt (250 x 16 mm) 95.00 Each

53 Sliding Door Bolt (200X16 mm) 65.00 Each

54 Tower Bolt (Barrel Type 250 x 10 mm 35.00 Each




58 Dry DisTamper 65.00 Kg

59 Oil Bound DisTamper 125.00 /ltr

60 Handles 100 mm 20.00 Each

61 Handles 125 mm 30.00 Each

62 SFRC Man Hole Cover 1700.00 Each

63 Terrazo Tiles 900.00 /SQMT.


Page - 197



64 Pink Makrana Marble 20 mm thick 1200.00 /SQMT.

65 Glass Strips 10.00 /Mtr.

66 Mild Steel Screws 40 mm 40.00 /Cent

67 Mild Steel Screws 25 mm 30.00 /10 nos

68 Mild Steel Screws 20 mm 25.00 /10 nos

69 Cement Paint 250.00 /ltr

70 Wood Perservative(Oil TYpe) 180.00 /ltr

71 Glass 2 mm to 3 mm 375.00 /Mtr

72 Iron Hinges ( 100 x 30 x 19 mm ) 25.00 /Cent

73 Iron Hinges ( 50 x 30 x 15 mm ) 15.00 /Cent

74 Ceramic Tile (153 x 152 x 6 mm) 750.00 /Sqm

75 C.G.I.SHEET 0.63 mm THICK 8000.00 /MT

76 P.G.I. SHEET 6000.00 /MT

77 800.00 /Cent

78 MS Flange of all tables 64.00 /KG

79 70.00 /KG

80

81 73.00 /KG

82

83 1373.00 /Meter

84 1703.00 /Meter

85 2318.00 /Meter

86 2880.00 /Meter

87 0.00 /Meter

88 4350.00 /Meter

89 0.00 /Meter

90 6140.00 /Meter

91

92 100 MM 105.00 EACH

93 150 MM 124.00 EACH

94 200 MM 171.00 EACH

95 250MM 295.00 EACH

96 300 MM 390.00 EACH

97 350 MM 703.00 EACH

98 400 MM 798.00 EACH

Rubber Gasket EPDM

DI PIPE 250 MM DIA Including frieght charges Upto Kalka



API Pipes (IS/ISO:3183-2007) Gr, X -

42 , 600 mm dia


DI PIPE 200 MM DIA




Including frieght charges Upto Kalka

60 mm Thick Precast Interlocked Paver Blocks

API Pipes (IS/ISO:3183-2007) Gr, X -

42 450 mm dia


Page - 198



99 450 MM 1121.00 EACH

100 500 MM 1350.00 EACH

101 Plastic Steps 166.00 EACH

(B)

Sr. No. Rate i/c P/H Basic Rate Unit

1 FITTER (G-I) 292.00 252.00 /DAY

2 FITTER (G-II) 292.00 252.00 /DAY

3 MASON(G-1) 292.00 252.00 /DAY

4 MASON(G-II) 292.00 252.00 /DAY

5 PAINTER(G-I) 292.00 252.00 /DAY

6 PAINTER(G-II) 265.00 225.00 /DAY

7 BLACK SMITH (G-I) 292.00 252.00 /DAY

8 BLACK SMITH (G-II) 292.00 252.00 /DAY

9 CARPENTER G-I 292.00 252.00 /DAY

10 CARPENTER G-II 292.00 252.00 /DAY

11 BELDAR 250.00 210.00 /DAY

12 BHISTI 250.00 210.00 /DAY

13 MATE 250.00 210.00 /DAY

14 STONE DRESSER 250.00 210.00 /DAY

15 BHANDHANI 250.00 210.00 /DAY

16 DRILLER 250.00 210.00 /DAY

17 STONE CHISLER 250.00 210.00 /DAY

18 WHITE WASHER 265.00 210.00 /DAY

19 PUMP OPERATOR 262.00 252.00 /DAY

20 BLASTER 250.00 210.00 /DAY

21 Electrician 371.00 300.00 /DAY

22 BELDAR SKILLED 292.00 252.00 /DAY

RATE OF LABOUR AS APPLICABLE IN DEPTT. Vide Govt. notification No.FIN - ( PR ) B ( 7) - 33/2010 dt. 07-04-2017

Designation


Page - 199



Certified that above rates of materials are the lowest one pervailing markets rates & rates of labour have been taken as

applicable in this Department as per latest notification as issued by the Govt.


Page - 200


76.00 285.00 250.00 2500.001 2 3 4 5 6 7 8 9 10 11 12 13 14

1 12.00 5.65 17.30 5.77 438.52 0.22 62.70 1500.00 2500.00 4501.22 796.68

2 12.75 5.12 26.48 8.83 671.08 0.33 94.05 1500.00 2500.00 4765.13 930.69 134.01

3 13.12 4.69 34.14 11.38 864.88 0.43 122.55 1500.00 2500.00 4987.43 1063.42 132.73

4 13.50 4.34 40.72 13.57 1031.32 0.51 145.35 1500.00 2500.00 5176.67 1192.78 129.36

5 13.88 4.06 46.60 15.53 1180.28 0.58 165.30 1500.00 2500.00 5345.58 1316.65 123.87

6 14.25 3.82 51.84 17.28 1313.28 0.65 185.25 1500.00 2500.00 5498.53 1439.41 122.76

7 14.63 3.62 56.68 18.89 1435.64 0.71 202.35 1500.00 2500.00 5637.99 1557.46 118.05

8 15.10 3.46 61.36 20.45 1554.20 0.77 219.45 1500.00 2500.00 5773.65 1668.68 111.22

9 15.38 3.31 65.58 21.86 1661.36 0.82 233.70 1500.00 2500.00 5895.06 1780.98 112.30

10 15.75 3.17 69.40 23.13 1757.88 0.87 247.95 1500.00 2500.00 6005.83 1894.58 113.60 115.59

11 16.13 3.06 73.32 24.44 1857.44 0.92 262.20 1500.00 2500.00 6119.64 1999.88 105.30

12 16.50 2.96 77.04 25.68 1951.68 0.96 273.60 1500.00 2500.00 6225.28 2103.14 103.26

13 16.88 2.87 80.62 26.87 2042.12 1.01 287.85 1500.00 2500.00 6329.97 2205.56 102.42

14 17.25 2.78 83.84 27.95 2124.20 1.05 299.25 1500.00 2500.00 6423.45 2310.59 105.03

15 17.63 2.71 87.30 29.10 2211.60 1.09 310.65 1500.00 2500.00 6522.25 2406.73 96.14

16 18.00 2.64 90.48 30.16 2292.16 1.13 322.05 1500.00 2500.00 6614.21 2505.38 98.65

17 18.38 2.58 93.72 31.24 2374.24 1.18 336.30 1500.00 2500.00 6710.54 2600.98 95.60

18 18.75 2.52 96.72 32.24 2450.24 1.21 344.85 1500.00 2500.00 6795.09 2696.46 95.48

19 19.13 2.47 99.86 33.29 2530.04 1.25 356.25 1500.00 2500.00 6886.29 2787.97 91.51

20 19.50 2.42 102.80 34.27 2604.52 1.29 367.65 1500.00 2500.00 6972.17 2881.06 93.09 98.65

21 19.88 2.38 105.96 35.32 2684.32 1.32 376.20 1500.00 2500.00 7060.52 2966.61 85.55

22 20.25 2.34 108.96 36.32 2760.32 1.36 387.60 1500.00 2500.00 7147.92 3054.67 88.06

23 20.63 2.30 111.80 37.27 2832.52 1.40 399.00 1500.00 2500.00 7231.52 3144.14 89.47

24 21.00 2.26 114.48 38.16 2900.16 1.43 407.55 1500.00 2500.00 7307.71 3233.50 89.36

25 21.38 2.23 117.50 39.17 2976.92 1.48 421.80 1500.00 2500.00 7398.72 3317.81 84.31


CARRIAGE OF MATERIAL BY MECHANICAL TRANSPORT

Sl.No.

Lead

inK.M.

(L)

Average speed Km/hour(s)No.of Trips

No.

No.of Km.

done

2NL+6

Litre of

diesel

consumed

Litre of

Diesel @

per Ltr.

Litres of

M.Oil

consumed

Cost of

M.Oil @

per litre

Cost of 6

Beldar @

per day

Hire

Charges

of Truck

@ per day

Total

cost

Col.No6+

8+9+10

Cost per

trip

Increase in

Cost per

Km over

previous

Km.

Average

cost per

additional

Km.after

five Km.


Page - 201


26 21.75 2.20 120.40 40.13 3049.88 1.51 430.35 1500.00 2500.00 7480.23 3400.10 82.29

27 22.13 2.17 123.18 41.06 3120.56 1.54 438.90 1500.00 2500.00 7559.46 3483.62 83.52

28 22.50 2.14 125.84 41.95 3188.20 1.57 447.45 1500.00 2500.00 7635.65 3568.06 84.44

29 22.88 2.11 128.38 42.79 3252.04 1.60 456.00 1500.00 2500.00 7708.04 3653.10 85.04

30 23.25 2.09 131.40 43.80 3328.80 1.64 467.40 1500.00 2500.00 7796.20 3730.24 77.14 84.92

796.68 930.69 1063.42 1192.78 1316.65 115.59 98.651 2 3 4 5 6 7 8 9 10 11 12

1 Lime, moorum , building rubish. 6 cu.m 6.00 1 cu.m 132.78 155.12 177.24 198.80 219.44 19.27 16.44

2 Earth work. 6 cu.m 4.80 1 cu.m 165.98 193.89 221.55 248.50 274.30 24.08 20.55

3 Manure or sludge 6 cu.m 5.52 1 cu.m 144.33 168.60 192.65 216.08 238.52 20.94 17.87

4 Excavated rock. 6 cu.m 3.00 1 cu.m 265.56 310.23 354.47 397.59 438.88 38.53 32.88

5 Sand,stone agg. below 40mm 5 cu.m 5.00 1 cu.m 159.34 186.14 212.68 238.56 263.33 23.12 19.73

6Stone agg.40mm & above,build.

Stones.5 cu.m 4.62 1 cu.m 172.44 201.45 230.18 258.18 284.99 25.02 21.35

7Soling stone, stone block & stone

for filling crates5 cu.m 4.25 1 cu.m 187.45 218.99 250.22 280.65 309.80 27.20 23.21

8 Bricks. 2000Nos. 2000.00 1000 Nos. 398.34 465.35 531.71 596.39 658.33 57.80 49.33

9 Bricks tiles. 3200Nos. 3200.00 1000 Nos. 248.96 290.84 332.32 372.74 411.45 36.12 30.83

10 Slates. 14450Nos. 14450.00 1000 Nos. 55.13 64.41 73.59 82.55 91.12 8.00 6.83

11 Terrazzo Tiles. 2500Nos. 2500.00 1000 Nos. 318.67 372.28 425.37 477.11 526.66 46.24 39.46

12

Cement G.I. CI. AC. CC pipes

below 100mm dia & other heavy

materials.

7.50 Tonne 7.50 1 Tonne 106.22 124.09 141.79 159.04 175.55 15.41 13.15

13 Steam Coal 5.5 Tonne 5.50 1 Tonne 144.85 169.22 193.35 216.87 239.39 21.02 17.94

14 Steel i/c C.G.I & A.C.sheet. 7.50 Tonne 7.50 1 Tonne 106.22 124.09 141.79 159.04 175.55 15.41 13.15

15 Timber 5 cu.m 5.00 1 cu.m 159.34 186.14 212.68 238.56 263.33 23.12 19.73

16 Tar Bitumen etc. 4.50 Tonne 4.50 1 Tonne 177.04 206.82 236.32 265.06 292.59 25.69 21.92

17 R.C.C.,A.C. Hume, steel

C.I.Pipes:- 80 mm dia329.40m 329.40 100m 241.86 282.54 322.84 362.11 399.71 35.09 29.95

11.32

16.98

19.98

42.46

26.54

5.88

18.87

25.78

18.38

5Km. BEYOND

5Km.UP TO

10 Km.

BEYOND

10Km.UP

TO 20 Km.

84.9213

14.15

17.69

15.44

15.38

28.31

16.98

33.97

11.32

S.No MATERIALS CAPACITY NET QTY.TO

BE PAID

AFTER

DEDUCTION

OF VOIDS.

UNITS COST PER UNIT MATERIAL/DISTANCE GIVEN BELOW1 Km. 2Km. 3Km. 4Km. BEYOND 20Km /Km.

CARRIAGE OF MATERIAL BY MECHANICAL TRANSPORT INCLUDING LOADING/UNLOADINGAND STACKING OF MATERIALS


Page - 202


796.68 930.69 1063.42 1192.78 1316.65 115.59 98.651 2 3 4 5 6 7 8 9 10 11 12

5Km. BEYOND

5Km.UP TO

10 Km.

BEYOND

10Km.UP

TO 20 Km.

84.9213

S.No MATERIALS CAPACITY NET QTY.TO

BE PAID

AFTER

DEDUCTION

OF VOIDS.

UNITS COST PER UNIT MATERIAL/DISTANCE GIVEN BELOW1 Km. 2Km. 3Km. 4Km. BEYOND 20Km /Km.

CARRIAGE OF MATERIAL BY MECHANICAL TRANSPORT INCLUDING LOADING/UNLOADINGAND STACKING OF MATERIALS

18 100 mm dia 292.80m 292.80 100m 272.09 317.86 363.19 407.37 449.68 39.48 33.69

19 125 mm dia 219.6m 219.60 100m 362.79 423.81 484.25 543.16 599.57 52.64 44.92

20 150 mm dia 183m 183.00 100m 435.34 508.57 581.10 651.79 719.48 63.16 53.91

21 200 mm dia 109.80m 109.80 100m 725.57 847.62 968.51 1086.32 1199.13 105.27 89.85

22 250 mm dia 80.52m 80.52 100m 989.42 1155.85 1320.69 1481.35 1635.18 143.55 122.52

23 300 mm dia 62.22m 62.22 100m 1280.42 1495.81 1709.13 1917.04 2116.12 185.78 158.55

24 350 mm dia 43.92m 43.92 100m 1813.93 2119.06 2421.27 2715.80 2997.84 263.18 224.61

25 400 mm dia 32.94m 32.94 100m 2418.58 2825.41 3228.35 3621.07 3997.12 350.91 299.48

26 450 /500mmdia 25.62m 25.62 100m 3109.60 3632.67 4150.74 4655.66 5139.15 451.17 385.05

27 600, 700, 750 & 800 mm dia 18.30m 18.30 100m 4353.44 5085.74 5811.04 6517.92 7194.81 631.64 539.07

28 900,1000,1100 & 1200 mm dia. 11.00m 11.00 100m 7242.55 8460.82 9667.45 10843.45 11969.55 1050.82 896.82

331.46

464.04

772.00

38.67

46.40

77.34

105.46

136.48

193.35

257.80

29.00


Page - 203


1 2 3 4 5 6 7 8 9 10 11

LIGHT MATERIALS A : 7.67 250.00 1917.50 2301.00

1 Lime, moorum and building rubish. 35 cu.m 35.00 1 cu.m 1917.50 65.74 27.39 93.13 586.15 293.08

2 .Earth work. 35 cu.m 28.00 1 cu.m 1917.50 82.18 34.24 116.42 732.74 366.37

3 Manure or sludge 35cu.m 32.20 1 cu.m 1917.50 71.46 29.77 101.23 637.09 318.55

4 Excavated rock. 35 cu.m 17.50 1 cu.m 1917.50 131.49 54.79 186.28 1172.50 586.25

5 Sand,stone agg.below 40mm size. 28 cu.m 28.00 1 cu.m 1917.50 82.18 34.24 116.42 732.74 366.37

6 Stone agg.40mm & above,build. Stones. 28 cu.m 25.90 1 cu.m 1917.50 88.84 37.02 125.86 792.22 396.11

7 Soling stone, stone block & stone for filling crates 28 cu.m 28.00 1 cu.m 1917.50 82.18 34.24 116.42 732.74 366.37

8 Bricks. 15000 Nos 15000.00 1000 Nos. 1917.50 153.40 63.92 217.32 1367.88 683.94

9 Bricks tiles.24000

Nos.24000.00 1000 Nos. 1917.50 95.88 39.95 135.83 854.93 427.47

10 Slates.80000

Nos.80000.00 1000 Nos. 1917.50 28.76 11.98 40.74 256.38 128.19

11 Terrazzo Tiles. 15000 Nos 15000.00 1000 Nos. 1917.50 153.40 63.92 217.32 1367.88 683.94

HEAVY MATERIALS A : 9.20 250.00 2300.00 B : =(Col.No.7/2+Col.No.7*1.40/2) 2760.00

1Stone blocks G.I,C.C. pipes below 100mm dia and

other heavy materials.46 Tonne 46.00 1 Tonne 2300.00 60.00 25.00 85.00 535.00 267.50

2 cement 57 Tonne 57.00 1 Tonne 2300.00 48.42 20.18 68.60 431.84 215.92

3 Steel including C.G.I & asbestos sheet. 27 Tonne 27.00 1 Tonne 2300.00 102.22 42.59 144.81 911.43 455.72

4 Timber 42 cu.m 42.00 1 cu.m 2300.00 65.71 27.38 93.09 585.93 292.97

FO

R 1

KM

.

BE

YO

ND

1

KM

./E

VE

RY

1/2

KM

.

No's Beldar @ B : =(Col.No.7/2+Col.No.7*1.40/2)


No's Beldar @

CARRIAGE OF MATERIAL BY MANUAL LABOUR INCLUDING LOADING/UNLOADINGAND STACKING OF MATERIALS

S.N

o

MATERIALS

CA

PA

CIT

Y

NE

T Q

TY

.TO

BE

PA

ID

AF

TE

R

DE

DU

CT

IO

N O

F

VO

ID

S.

UN

IT

S

CO

ST

OF

8 H

OU

RS COST OF CARRIGE INCLUDING LOADING AND STACKING

FO

R F

IR

ST

50

MT

R

FO

R E

VE

RY

AD

D.

LE

AD

OF

50

MT

RS

OR

PA

RT

TH

ER

E O

F

BE

YO

ND

50

MT

RS

UP

TO

FO

R 1

00

MT

R


Page - 204


1 2 3 4 5 6 7 8 9 10 11

FO

R 1

KM

.

BE

YO

ND

1

KM

./E

VE

RY

1/2

KM

.

S.N

o

MATERIALS

CA

PA

CIT

Y

NE

T Q

TY

.TO

BE

PA

ID

AF

TE

R

DE

DU

CT

IO

N O

F

VO

ID

S.

UN

IT

S

CO

ST

OF

8 H

OU


FO

R F

IR

ST

50

MT

R

FO

R E

VE

RY

AD

D.

LE

AD

OF

50

MT

RS

OR

PA

RT

TH

ER

E O

F

BE

YO

ND

50

MT

RS

UP

TO

FO

R 1

00

MT

R

5 Tar Bitumen etc. 46 Tonne 46.00 1 Tonne 2300.00 60.00 25.00 85.00 535.00 267.50

6Concrete, R.C.C. Hume, steel C.I.Pipes:-

100mm dia1702m 1702.00 100m 2300.00 162.16 67.57 229.73 1445.99 723.00

7 Concrete, R.C.C. Hume, steel C.I.Pipes:- 125mm dia 1391m 1391.00 100m 2300.00 198.42 82.67 281.09 1769.15 884.58








450mm,500mm dia165m 165.00 100m 2300.00 1672.73 696.97 2369.70 14915.16 7457.58


600,700,750 & 800mm dia150m 150.00 100m 2300.00 1840.00 766.67 2606.67 16406.73 8203.37


900,1000,1100&1200mm dia125m 125.00 100m 2300.00 2208.00 920.00 3128.00 19688.00 9844.00

17Asbestes cement pipes: - 50mm dia =5032 pipes

of 2m length 10064m10064m 10064.00 100m 2300.00 27.42 11.43 38.85 244.59 122.30

18As bestes cement pipes: - 80mm dia 1620 pipes of

2m length=3660 3660m 3660.00 100m 2300.00 75.41 31.42 106.83 672.39 336.20


Page - 205


1 2 3 4 5 6 7 8 9 10 11

FO

R 1

KM

.

BE

YO

ND

1

KM

./E

VE

RY

1/2

KM

.

S.N

o

MATERIALS

CA

PA

CIT

Y

NE

T Q

TY

.TO

BE

PA

ID

AF

TE

R

DE

DU

CT

IO

N O

F

VO

ID

S.

UN

IT

S

CO

ST

OF

8 H

OU


FO

R F

IR

ST

50

MT

R

FO

R E

VE

RY

AD

D.

LE

AD

OF

50

MT

RS

OR

PA

RT

TH

ER

E O

F

BE

YO

ND

50

MT

RS

UP

TO

FO

R 1

00

MT

R

19As bestes cement pipes:- 100mm dia 1281 pipes of

2m length=2562m2562m 2562.00 100m 2300.00 107.73 44.89 152.62 960.64 480.32


2m length= 2200m2200m 2200.00 100m 2300.00 125.45 52.27 177.72 1118.58 559.29


2m length =1830m1830m 1830.00 100m 2300.00 150.82 62.84 213.66 1344.78 672.39


2m length= 1600m1600m 1600.00 100m 2300.00 172.50 71.88 244.38 1538.22 769.11


2m length= 1400m1400m 1400.00 100m 2300.00 197.14 82.14 279.28 1757.80 878.90


2m length= 1200m 1200m 1200.00 100m 2300.00 230.00 95.83 325.83 2050.77 1025.39


Page - 206


RATE ANALYSIS - 1

Details of cost for 10 Cubic meters :

Sr. Item Unit Qty. Rate Amount

1 Pick Work

1 Labour : Beldar Each 8.32 250.00 2080

Bhisti Each 0.28 250.00 70

Add for water charges @ 1.5% 32.25

Total Rs. 2182.25

Add 10% for Contractor profit 218.23

Add 5% for overhead charges 109.11

Cost of 10 cubic meters Rs. 2509.59

Cost per cum Rs. 250.96

2 Chiselling work in hard rock (Where blasting is prohibitted)1 Labour:

Beldar Each 11.71 250.00 2927.50

Stone Chiseller Each 23.43 250.00 5857.50

Black smith (G-II) Each 0.59 292.00 172.28

Total 8957.28

Add 10% Contractor profit 895.73

Add 5% Overhead Charges 447.86



Classification of soil Amount

Pick Work (70%) 250.96 70% 175.67

Chiselling Work (Hard work) (30%) 1030.09 30% 309.03

Average Rate 484.70

Add labour cess @ 1.00 % 484.70 1% 4.85

Add 12 % GST 12.0% 58.16

Total Cost Rs. Per Cum 547.71



A Material

1 Stone for soling, filing crates Cum 1 500.00 500

B Carriage

115 K.M. by Mechanical Transport Cum 1 2576.00 2576

0.5 K.M. by Head Load Cum 1 390.34 390.34

C Labour

Beldar Each 0.8 250.00 200.00


Client : Shimla Municipal Corporation

Analysis of Rates - 1

Excavation in foundations, trenches etc., in earth work, lift upto 1.5m stacking the soil not more than 3 meters clear from

the edge of the excavation and then returning the stacked soil in 15cm layers, when required into the plinths sides of

foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated

earth as directed within a lead of 20 meters.

RATE ANALYSIS - 2

Providing and packing Soling stone and filling crate


Page - 207


Gross total 3666.34

Add 10% Contractor profit 10% 366.63

Add 5% Overhead Charges 5% 183.32

Add labour cess @ 1.00 % 1% 36.66

Add 12 % GST 12.0% 439.96


Detail of cost for 10 cubic metre

1. Soft rock.

Sr. Item Unit Qty. Rate Amount.

Drilling equipment Day 0.18 3600.00 648.00

Material

Special gelatine (80%) kg. 2.520 75.00 189.00

Detonators ordinary 100 Nos 12.00 300.00 36.00

Safety fuse wire (coil 10 Mtrs length) Coil 1.00 30.00 30.00

Labour

Hole Driller each 0.54 250.00 135.00

Blaster each 0.36 250.00 90.00

Beldar each 6.67 250.00 1667.50

Total 2795.50



Total 3214.83

Cost for 10 cum. 3214.83

Cost for 1 cum 321.48

Detail of cost for 10 cubic metre

2. Hard Rock

Drilling equipment Day 0.28 3600.00 1008.00

Material

Special gelatine (80 % ) Kg. 3.92 75.00 294.00

Detonators ordinary 100 Nos. 14.00 300.00 42.00

Safety fuse wire (coil 10 mtr. length ) Coil 1.25 30.00 37.50

Labour

Hole Driller Each 0.84 250.00 210.00

Blaster Each 0.56 250.00 140.00

Beldar Each 8.33 250.00 2082.50

Total 3814.00



Total 4386.10

Cost for 10 cum 4386.10

Cost of per cum 438.61

Classification of Rocks Amount

Soft Rock (70%) 321.48 70% 225.04

Hard Rock (30%) 438.61 30% 131.58

Average Rate 356.62

Add labour cess @ 1.00 % 356.62 1% 3.57

Add 12 % GST 12.0% 42.79


Analysis of Rate - 3

Cutting in earth work and disposal of excavated earth upto a lead of 20 Mtrs soft rock.


Page - 208



Material

Cement Tonne 0.17 5,120.00 870.40

Sand Cum 0.47 650.00 305.50

20mm stone aggregate Cum 0.24 725.00 174.00


Subtotal 1707.40 A

Carriage of stone aggregate: 40mm and above

65 K.M. by Mechanical Transport Cum 0.65 1450.69 942.95

0.5 K.M. by Head Load Cum 0.65 422.02 274.31

Carriage of stone aggregate: Below. 40mm



Carriage of Sand


0.5 K.M. By Head Load Cum 0.47 390.34 183.46

Carriage of Cement

50 K.M. by Mechanical Transport Tonne 0.17 723.70 123.03

0.5 K.M. By Head Load Tonne 0.17 230.04 39.11

Subtotal 3302.15 B

labour

Beldar Each 2.09 250.00 522.50

Bhisti Each 0.27 250.00 67.50

Mason 1st Class Each 0.05 292.00 14.60

Mason 2nd Class Each 0.05 292.00 14.60

Mate Each 0.04 250.00 10.00

Beldar for extra ramming Each 0.25 250.00 62.50

Sundries L.S. 15.00

Subtotal 706.70 C

5,716.25

Add for water charges @1.5% 85.74

5,801.99



Add labour cess @ 1.00 % 58.02

Add 12 % GST 696.247426.55

S.R. stone masonary in CM 1:4 Detail of cost for one cu.m

Description of Items Qty. Rate Unit Amount

Materials

Cement mortor 1:4. 0.30 7,342.75 Cum. 2202.83

Stone at quarry 1.21 500.00 Cum. 605.00

through stone 7.00 10.00 Each 70.00

Subtotal 2877.83 A

Carriage of Building Stone

65 Km by machenical transport 1.37 1450.69 Cum. 1987.45

0.5 Km. by head load 1.37 422.02 Cum. 578.17

Subtotal 2565.62 B

Labour

Stone dresser 2.83 250.00 Each. 707.5

Mason 1st. class 1.06 292.00 Each. 309.52

Mason 2 nd. class 1.06 292.00 Each. 309.52

Beldar 2.65 250.00 Each. 662.5

RATE ANALYSIS - 4

P/L Cement Concrete work 1:4:8 (1cement :4sand :8stone aggregate 40mm nominal size) and curing complete

excluding cost of form work in :- Foundations & plinth

Details of Cost for 1 Cubic Meter

Total Rs.(A+B+C)

Net Total Rs.

Cost for 1 Cubic Meter

ANALYSIS OF RATE - 5

Squared rubble masonry coursed with hard stone of approved quality in foundation and plinth including raking out joints in

cement mortor.


Page - 209



Sundaries L.S. Each. 50.00

Subtotal 2039.04 C

7482.49

112.24

7,594.73




Add 12 % GST 911.379721.25

Detail of cost for 10 Sqm

Material Unit Qty Rate Amount.

Cement (0.2225 cum. Or o.32 Tonne) Tonne 0.15 5120.00 768.00

Sand Cum. 0.178 650.00 115.70

10mm stone aggregate. Cum. 0.8900 725.00 645.25

20mm stone aggregate Cum. 0.267 725.00 193.58

Total 1722.53 (A)

Carriage for Stone agg below 40mm

155 Km by Mech Transport cum 0.356 2868.53 1021.20

0.5 0.5 K mtrs. by head load cum 0.356 390.34 138.96

Carriage for Sand

106 Km by Mech Transport cum 0.178 2036.51 362.50

0.5 0.5 Kmtrs. by head load cum 0.178 390.34 69.48

Carriage for Cement

50 Km by Mech Transport Tonne 0.15 723.70 108.56

0.5 Kmtrs. by head load Tonne 0.15 230.04 34.51

Total 1735.20 (B)

Labour

Mason 2nd class Each 1.35 292.00 394.20

Beldar Each 2.16 250.00 540.00

Bhashti Each 0.27 250.00 67.50

Sundaries L.S. 25.00

Total 1026.70 (C)

Total (A)+(B)+(C) 4484.42


4,551.69




Add 12 % GST 546.20582.62

(a)Foundation footing basis of columns etc and mass concrete

Detail of cost for 10 Sqm.

Sr. Description. Unit Qty. Rate. Amount

Material

Rate as per above in Sub Analysis. Sqm. 10.15200 6201.80 62960.7

Battens IInd class kail wood

6 X 1 X 0.075 X 0.10m. = 0.045 cum.

Wastage @ 5% per kg. = 0.002 cum.

Add 1.5% water charges.

Net Total Rs.


Analysis of Rate for Flooring - 6

P/L cement concrete flooring 1:2:4 ( 1cement: 2sand: 4 graded stone aggregate 20mm nominal size) laid in one

layer finished with a floating coat of neat cement. 40 mm thick.

Net Total Rs.


ANALYSIS OF RATES - 7

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame30X30X5 mm so as to give a

fair finish including centering shuttering strutting and propping etc,with wooden battens and ballies,height of

propping and centring below supporting floor to ceiling not execding 4 meters, and removal of the same for insitu-

reinforced concrete and plain concrete work in :- Sub analysis for manufacturing steel plates for shuttering steel

work welded in built up section I/c cutting fixing in positionin angles,plates etc.

Total (A+B+C)


Page - 210



Total Qty:- = 0.047 cum.. Cum. 0.047 33,830.00 1590.01

Ballies 125mm dia Kail wood

6 X 1.50 = 9.00 Rmt.

Wastage @ 5% per kg. = 0.45Rmt.

Total Qty:- =9.45 Rmt. Rmt. 9.45 125.00 1181.25

Carriage of Timber :-


9.45 X 0.785 X (0.125)2 = 0.116 cum.

Battens IInd class kail wood =0.047 cum.

Total Qty:- = 0.163 cum..

50 K.M.by Mechanical Transport. Cum. 0.163 723.70 117.96

0.5 M.by head load. Cum. 0.163 485.53 79.14

Total Rs:- 2968.36

Carriage cost of wood i.e.1/16 Rs:- 12.32

Each. 0.01 62960.7 629.61

cent 0.01 62960.7 629.61

Cum. 0.0625 2968.36 185.52

cent 0.05 2968.36 148.42

Labour:- For assembling errection and dismentling etc.

Carpenter 2nd class. Each. 0.52 292.00 151.84

Beldar. Each. 1.30 250.00 325

Total Rs:- 2070.00

Sundries @ 10% of labour cost. Rs:- 207

Total Rs:- 2277




Add 12 % GST 273.242914.56

291.46

d)Columns,Pillar;Posts and struts Square Rectangular and Polygonal in Plan



Ballies 125mm dia.(Kail wood 2nd class.) Meter 15.96 125.00 1995.00

50 Carriage of Timber :-K.M.by Mechanical Transport. Cum. 0.196 723.70 141.85

0.5 Carriage of Timber :-M.by head load. Cum. 0.196 485.53 95.16

Total Rs:- 2232.01


Each. 0.01 33861.84 338.62

cent 0.01 33861.84 338.62

Cum. 0.0625 2232.01 139.5

Add 5% for using repeatedly including repair removal of

dents cleaning concrete deposits & appling

Cost for 10 Sq.m

Cost per Sqmt. Rs:-





reinforced concrete and plain concrete work in :- Sub analysis for manufacturing steel plates for shuttering steel

work welded in built up section I/c cutting fixing in positionin angles,plates etc.

Detail of cost for area in contact 4 X 0.30 X 3.50 = 4.20 Sqm.

Assuming that steel plates shall become unservicable

after being used 100 times.Hence cost for using once:-

1/100


dents cleaning concrete deposits & appling oiling and

greasing etc.

Assuming that Timber shall become unservicable after

being used 16 times.Hence cost for using once = 1/16

Assuming that Timber shall become unservicable after

being used 16 times.Hence cost for using once = 1/16

Assuming that steel plates shall become unservicable

after being used 100 times. Hence cost for using once:-

1/100


dents cleaning concrete deposits & appling oiling and

greasing etc.


Page - 211



cent 0.05 2232.01 111.6



Beldar. Each. 1.47 250.00 367.50

Total Rs:- 1468.12

Sundries @ 10% of labour cost. On Rs:- 539.78 Rs:- 146.812

Total Rs:- 1614.932




Add 12 % GST 193.792067.11

492.17


Material:-

3.15 mm Thick M.S. Plate.

0.90 X 0.60 = 0.54 Sqm.

Weight @ 24.72kg per Sqm. =13.35kg.

Wastage @ 5% per kg. =0.66kg

Total Qty:- =14.01kg or 0.14 Qtl. Qtl. 0.14 4500.00 630.00

Angle iron in frame 30X30X5mm Size

2(0.90+0.60) = = 3.00 Rmt.

Weight @ 2.20kg per Rmt.. =13.35kg.


Total Qty:- =6.93kg or 0.0693 Qtl. Qtl. 0.0693 5,000.00 346.50

Sub Total Rs. 976.50 A

Carriage of M.S. Plate and angles.

M.S.Plate. = 0.140 Qtl

Angle iron =0.0693 Qtl.

Total Qty:- =0.2093 Qtl or 0.02093 Tonne.

50 K.M.by Mechanical Transport. Tonne 0.02093 723.70 15.15

0.5 M.by head load. Tonne 0.02093 485.53 10.16

Sub Total Rs. 25.31 B

Labour.

Black Smith Ist. Class. Each 0.066 292.00 19.27

Bandhani Each 0.066 250.00 16.50

Beldar Each 0.154 250.00 38.5

Sundries Each 10

Sub Total Rs. 84.27 C

Welding charges by Electric Plant CM. 300.00 5.00 1500.00 D

Total Rs. (A+B+C+D) 2586.08

Add 1.5% water charges. Rs:- 38.79




Add 12 % GST 310.333348.97

6201.80





reinforced concrete and plain concrete work in :- Sub analysis for manufacturing steel plates for shuttering

steel work welded in built up section I/c cutting fixing in positionin angles,plates etc. Detail of cost for

90cm X 60cm size of plates complete 0.54 Sqm.

Cost for 0.54 Sqmt.Rs:-

Cost per Sqmt. Rs:-

Cost per Sqmt. Rs:-


dents cleaning concrete deposits & appling

Cost for 10 Sq.m


Page - 212



Discription Unit Qty. Rate Amount

Materials

Cement Tonne 0.32 5,120.00 1638.40

Sand Cum 0.445 650.00 289.25



Subtotal 2572.90 (A)

Carriage :

Carriage of stone aggregate:-below 40mm.



Carriage of Sand



Carriage of Cement


0.5 K.M. by Head Load Tonne 0.32 230.04 73.61

Subtotal 4297.66 (B)

Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.27 245.00 66.15



Mate Each 0.04 245.00 9.80


Sundries L.S. 15.00

Subtotal 693.65 (C)

(A+B+C) 7564.21

Add for water charges @1.5% 7,564.21 1.50% 113.46

7677.67

Add 1% Labour cess 7,677.67 1.00% 76.78

Add GST 12.00% 921.32Add 10% C.P.and 5% Over head charges

except on cost of store issue items,such as

Cement

6039.27 15% 905.89

Rs:- 9,581.66

Unit Qty. Rate Amount

Material

Cement mortar 1:4

(1cement:4sand) Cum. 0.165 7,342.75 1211.55


20 mm cement plaster in single coat on fair side f brick/stone masonry for interior plastering up to floor two level including

arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and

smooth .

In cement mortar 1:4

Details of cost for 10 Sqm.

Desciption

RATE ANALYSIS - 11

RATE ANALYSIS - 10

Providing & laying cement concrete 1:2:4, 20mm nominal size & curing complete for RCC work in: Suspended floor,

roofs, landing and shelves and their supports, balconies, beams, girders, bressumers and cantilever upto floor two level.


Total

Gross Total

Cost for one cubic meter


Page - 213



Labour :

Mason II nd class Each 0.80 294.00 235.20

Beldar Each 0.80 245.00 196.00

Bhishti Each 0.98 245.00 240.10

Sundries(Scaffolding etc.) L.S. 45.00

Subtotal 716.30 (B)

Total (A+B) 1927.85


Gross Total 1956.77

Add 1% Labour cess 1,956.77 1.00% 19.57



Cement

745.22 15% 111.78

Cost for 10 square meter Rs:- 2,322.93

Cost of 1 Sqm. Rs:- 232.29


Material

Cement mortar 1:3

(1cement:3sand) Cum. 0.224 8,268.73 1852.2

Sand & Gravel Crushed stone graded from 6

mm to 12mm Cum. 0.1 725.00 72.5

Grounded hydrated lime Kg 9.28 100.00 928

Subtotal 2852.7 (A)

Labour :


Beldar Each 1.58 245.00 387.10

Bhishti Each 1.7 245.00 416.50


Extra labour for coping


beldar Each 0.25 245.00 61.25

Extra labour for dashing of crushed stone


beldar Each 0.5 245.00 122.50

bhisti Each 0.1 245.00 24.50

sundries ( scaffolding etc.) 10.00


Total (A+B) 4642.79


RATE ANALYSIS - 12

Rough side exterior cement plaster on wall up to a height of 10 mtr. above ground level with a mixture of sand and gravel

or crushed stone graded from 6mm to 12 mm nominal size dashed over and including fresh plaster in two coats, backing

coat 10 mm cement plaster 1:3 (1cement:3sand) and finishing coat 10 mm cement mortor 1:3 (1cement:3sand) mixed

with 10 % finely grounded hydrated lime by volume of cement including arrises, chamfersb and/or rounded angles not

exceeding 80 mm in girth. (natural cement finish using ordinary cement)



Desciption


Page - 214



Gross Total 4712.43

Add 1% Labour cess 4,712.43 1.00% 47.12

Add GST 12.00% 565.49

Add 10% C.P.and 5% Over head charges


Cement

2860.23 15% 429.03




Materials

Cement Tonne 0.40 5,120.00 2048.00

Sand Cum 0.425 650.00 276.25




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.28 245.00 68.60



Mate Each 0.04 245.00 9.80


Sundries L.S. 15.00

Subtotal 701.98 ( C)

Total (A+B+C) 7825.43


Gross Total 7942.81

Add 1% Labour cess 7,942.81 1.00% 79.43



Cement

5894.81 15% 884.22

Cost for one cubic meter Rs:- 9,859.60

Discription


RATE ANALYSIS - 13

Prov.& laying c.conc. 1:2:4 (1cement:2 sand:4 graded stone aggregate 20mm nominal size) & curing complete e/c cost of

form work & reinforcement for RCC work in wall i/c attached, buttresses, columns, pillasters ,their caps & bases & string

courses etc. up to floor two level.


Page - 215




Materials

Cement Tonne 0.40 5,120.00 2048.00

Sand Cum 0.425 650.00 276.25




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.27 245.00 66.15



Mate Each 0.04 245.00 9.80


Sundries L.S. 15.00

Extra for laying CC in RCC work due to delay

etc.

Labour for 1 Cum

Beldar Each 0.10 245.00 24.50

Bhisti Each 0.20 245.00 49.00



Mate Each 0.04 245.00 9.80

Extra labour for lifting the material, Beldar Each 0.17 245.00 41.65


Total (A+B+C) 7965.57


Gross Total 8085.05

Add 1% Labour cess 8,085.05 1.00% 80.85



Cement

6037.05 15% 905.56


RATE ANALYSIS - 14

P/L cement concrete 1:1.5:3 (1cement:2sand:4graded stone aggregate 20mm nominal size E/C cost of form work &

reinforcement for rcc work in suspended floor, roofs, landing & shelves & their support balconies, beams, girders,

bressumers & cantilever up to floor two level.


Discription


Page - 216




Materials

Cement Tonne 0.61 5,120.00 3123.20

Sand Cum 0.25 650.00 162.50




Carriage :


0.5 K.M. by Mechanical Transport Cum 0.76 2868.53 2180.08

0 K.M. by Head Load Cum 0.76 390.34 296.66

Carriage of Sand

0.5 K.M. by Mechanical Transport Cum 0.25 2036.51 509.13


Carriage of Cement

0.5 K.M. by Mechanical Transport Tonne 0.61 723.70 441.46

0 K.M. by Head Load Tonne 0.61 230.04 140.32


Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.27 294.00 79.38



Mate Each 0.04 245.00 9.80


Sundries L.S. 15.00

Extra for laying CC in RCC work due to delay

etc.

Labour for 1 Cum

Beldar Each 0.10 245.00 24.50

Bhisti Each 0.20 245.00 49.00



Mate Each 0.04 245.00 9.80



Total (A+B+C) 8293.59


Gross Total 8417.99

Add 1% Labour cess 8,417.99 1.00% 84.18



Cement

5294.79 15% 794.22



RATE ANALYSIS - 15

P/L cement concrete of M30 grade (1:1:3) (1cement:1sand:3graded stone aggregate 20mm nominal size E/C cost of

form work & reinforcement for rcc work in suspended floor, roofs, landing & shelves & their support balconies, beams,

girders, bressumers & cantilever up to floor two level. (Slab for For RCC GSR)


Discription

RATE ANALYSIS - 16

P/L cement concrete of M30 grade (1:1:3) (1cement:1sand:3graded stone aggregate 20mm nominal size) & curing

complete e/c cost of form work & reinforcement for RCC work in wall i/c attached, buttresses, columns, pillasters ,their

caps & bases & string courses etc. up to floor two level. (Wall for For RCC GSR)


Page - 217




Materials

Cement Tonne 0.61 5,120.00 3123.20

Sand Cum 0.25 650.00 162.50




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.28 245.00 68.60



Mate Each 0.04 245.00 9.80


Sundries L.S. 15.00


Total (A+B+C) 8203.92


Gross Total 8326.98

Add 1% Labour cess 8,326.98 1.00% 83.27



Cement

5203.78 15% 780.57


Unit Qty Rate Amount

Material:-

Mild Steel Bars Qtl. 1.00

Wastage @ 5% Qtl. 0.05

Total 1.05 Qtl. 1.05 4,500.00 4725.00 (A)

6 K.M By Mechanical Transport Tonne 0.105 723.70 75.99

0.5 K.M ByHead load. Tonne 0.105 485.53 50.98

Subtotal 126.97 (B)

Labour:-

Black Smith Ist class Each 1.00 292.00 292.00

Beldar Each 1.00 245.00 245.00

Sundries LS 10.00


Total (A+B+C) 5398.97


Discription

RATE ANALYSIS - 17

Providing mild steel/tor steel reinforcement for RCC work includng bending binding and placing in position complete.

Detail of cost for 1 Qtl.

Description.


Page - 218



Gross Total 5479.95

Add 1% Labour cess 5,479.95 1.00% 54.80

Add GST 12.00% 657.59

Add 10% C.P.and 5% Over head charges


Steel

754.95 15% 113.24

Cost per Qtl Rs:- 6,305.59

Cost per Kg Rs:- 63.06

Cement Mortar 1:4 ( 1CEMENT : 4SAND)

Sr.No Item Unit Qty. Rate Amount

Material

Cement Tonne 0.38 5,120.00 1,945.60

Sand Cum 1.07 650.00 695.50

Subtotal 2,641.10 (A)

Carriage

Carriage of Sand

106 K.M. by Mechanical Transport Cum 1.07 2036.51 2,179.07


Carriage of Cement



Subtotal 2,959.16 (B)Labour measuring,carrying, depositing and

mixing

Beldar Each 0.9 245.00 220.50

Bhisti Each 0.08 245.00 19.60

Sundries L.S. 36.02

Subtotal 276.12 (C)

Total (A+B+C) 5,876.38


Gross Total 5964.53

Add 1% Labour cess 5,964.53 1.00% 59.65



Cement

4018.93 15% 602.84




Material

Cement Tonne 0.51 5,120.00 2,611.20

Sand Cum 1.07 650.00 695.50


Carriage

Carriage of Sand



Carriage of Cement



Details of cost for 1cum

RATE ANALYSIS - 19


RATE ANALYSIS - 18


Page - 219



Subtotal 3,083.14 (B)Labour measuring,carrying, depositing and

mixing

Beldar Each 0.9 245.00 220.50

Bhisti Each 0.08 245.00 19.60

Sundries L.S. 36.02

Subtotal 276.12 (C)

Total (A+B+C) 6,665.96


Gross Total 6765.95

Add 1% Labour cess 6,765.95 1.00% 67.66



Cement

4154.75 15% 623.21



Page - 220




Pick Work

1 Labour : Beldar Each 8.32 250.00 2080

Bhisti Each 0.28 250.00 70


Total Rs. 2182.25




Cost per cum Rs. 250.96 (A)

Add labour cess @ 1.00 % = 2.51

30.12

Total Rs. 283.58

CHISELLING WORK IN HARD ROCK(WHERE BLASTING IS PROHOBITED)

Labour

Beldar each 11.71 250.00 2927.50

Stone Chiseller each 23.43 250.00 5857.50

Black smith (G-II) each 0.59 294.00 173.46

Total 8958.46





Add labour cess @ 1.00 % = 10.30

123.63

Total Rs. 1164.15

Classification of soil Amount

Pick Work 20% 283.58 56.72

Chiselling Work (Hard work) 80% 1164.15 931.32

Average Rate 988.04 (B)

per cum

Construction of Bulk Water Supply to Shimla on River Sutlej near Shikrodi Dist. Shimla

(HP).

RATE ANALYSIS - 20

Excavation in foundations, trenches etc., in earth work in all type of soil such as pick work

Kankar,moorum shungles including decomposed of soft and hard rock upto all heights stacking

the excavated earth not more than 3 meters clear from the edge of the excavation and then

returning the stacked soil in 15cm layers,when required into the plinths sides of foundations etc.,

consolidating each deposited layer bywhen required into the plinths sides of foundations etc.,

consolidating each deposited layer by ramming and watering and then disposing of all surplus

excavated earth upto all leads and lifts etc. complete in all respect.

GST 12.0%

GST 12.0%


Page - 221


DETAIL OF COST FOR ONE CUM

Sr.

No.Qty. Rate Unit Amount

(A) MATERIAL:-

STONE AGGREGATE 20 mm 0.22 CUM 0.22 725.00 CUM 159.50STONE AGGREGATE 10 mm 0.11 CUM 0.11 725.00 CUM 79.75SAND 0.445 CUM 0.445 650.00 CUM 289.25CEMENT 0.32 MT 0.32 5120.00 MT 1638.40

TOTAL 2166.90 1)(B) CARRIAGE OF MATERIALS:-

STONE AGGREGATE 20 mm BY MECH. TPT. 40.00 KM 0.22 801.75 CUM 176.39BY HEAD LOAD. 1.00 KM 0.22 718.18 CUM 158.00STONE AGGREGATE 10 mm BY MECH. TPT. 40.00 KM 0.11 801.75 CUM 88.19BY HEAD LOAD. 1.00 KM 0.11 718.18 CUM 79.00SANDBY MECH. TPT. 65.00 KM 0.445 1157.50 CUM 515.09BY HEAD LOAD. 1.00 KM 0.445 718.18 CUM 319.59CEMENTBY MECH. TPT. 15.00 KM 0.32 288.32 MT 92.26BY HEAD LOAD. 1.00 KM 0.32 423.08 MT 135.39

TOTAL 1563.91 2)(C ) LABOUR:-

BELDAR 2.09 294.00 EACH 614.46BHISTI 0.27 245.00 EACH 66.15MASON(G-I) 0.05 294.00 EACH 14.70MASON(G-II) 0.05 294.00 EACH 14.70MATE 0.04 245.00 EACH 9.80BELDAR FOR EXTRA RAMMING 0.25 294.00 EACH 73.50

ANALYSIS OF RATE -21Prov. & laying cement conc.1:2:4(1cement:2sand:4graded stone aggregate 20 mm nominal size ) and curing complete e/c the cost of form

work and reinforcement in foundation & plinth.

Description of item


Page - 222


Sr.

No.Qty. Rate Unit AmountDescription of item

SUNDRIES LS 50.00EXTRA FOR LAYING C.CONC. IN RCC WORKBELDAR 0.10 EACH 0.00BHISTI 0.20 EACH 0.00MASON(G-1) 0.04 EACH 0.00MASON(G-II) 0.04 EACH 0.00MATE 0.04 EACH 0.00

TOTAL 843.31 3)ADD EPF 12.5% 105.41

TOTAL (1 to 3) 4574.12Add 1.50 % for water Charges 4574.12 68.61Add for Mechanical Mixer and Vibratot etc. LS 20.00

Total (1+2+3) 4662.73ADD 10% Contractor's Profit except EPF 4662.73 466.27Add 5% over Head Charges on all amount i.e. on Rs. 4662.73 233.14

Sub Total Rs = 5362.14

Add Labour Cess @ 1.00 % 0n Rs.= 4662.73 (+ ) Rs. 46.63ADD 12% GST 559.53

G.Total Rs.= 6073.71SAY Rs. 6073.71

EXCEPT EPF


Page - 223


Sr.


DETAIL OF COST FOR ONE CUM

S.No. Qty. Rate Unit Amount

(A) MATERIAL:-STONE AGGREGATE 20 mm 0.58 CUM 0.58 725.00 CUM 420.50STONE AGGREGATE 10 mm 0.20 CUM 0.20 725.00 CUM 145.00SAND 0.390 CUM 0.39 650.00 CUM 253.50CEMENT 0.56 MT 0.56 5120.00 MT 2867.20

TOTAL 3686.20 1)(B) CARRIAGE OF MATERIALS:-

STONE AGGREGATE 20 mm BY MECH. TPT. 40.00 KM 0.580 801.75 CUM 465.02BY HEAD LOAD. 1.00 KM 0.580 718.18 CUM 416.54STONE AGGREGATE 10 mm BY MECH. TPT. 40.00 KM 0.200 801.75 CUM 160.35BY HEAD LOAD. 1.00 KM 0.200 718.18 CUM 143.64SANDBY MECH. TPT. 65.00 KM 0.390 1157.50 CUM 451.43BY HEAD LOAD. 1.00 KM 0.390 718.18 CUM 280.09CEMENTBY MECH. TPT. 10.00 KM 0.560 288.32 MT 161.46BY HEAD LOAD. 1.00 KM 0.560 423.08 MT 236.92


BELDAR 2.09 245.00 EACH 512.05BHISTI 0.27 245.00 EACH 66.15MASON(G-I) 0.05 294.00 EACH 14.70MASON(G-II) 0.05 294.00 EACH 14.70MATE 0.04 245.00 EACH 9.80

ANALYSIS OF RATE -22Providing & laying cement concrete using nominal mix of " M - 30 " with 20 mm & down gauge nominal size graded stone aggregate) &

curing complete excluding the cost of form work & reinforcement for reinforced concrete work in : - Foundation and Plinth

Description of item


Page - 224


Sr.


BELDAR FOR EXTRA RAMMING 0.25 245.00 EACH 61.25SUNDRIES LS 30.87EXTRA FOR LAYING C.CONC. IN RCC WORKBELDAR 0.10 245.00 EACH 24.50BHISTI 0.20 245.00 EACH 49.00MASON(G-1) 0.04 294.00 EACH 11.76MASON(G-II) 0.04 294.00 EACH 11.76MATE 0.04 245.00 EACH 9.80

TOTAL 816.34 3)ADD EPF 12.5 % 102.04

TOTAL (1 to 3) 6817.99Add 1.50 % for water Charges 6817.99 102.27Add for Mechanical Mixer and Vibrator etc. LS 50.00

Total (1+2+3) 6970.26ADD 10% Contractor's Profit except store issue items 4103.06 410.31Add 5% over Head Charges on all amount i.e. on Rs. 6970.26 348.51

Sub Total Rs = 7729.08

Add Labour Cess @ 1.00 % 0n Rs.= 7729.08 (+ ) Rs. 77.29ADD 12 % GST 836.43

G.Total Rs.= 8744.84SAY Rs. 8744.85

EXCEPT EPF


Page - 225


Sr.


(DETAIL OF COST FOR1.00 Kg)


(A) MATERIAL:-TOR STEEL 1.00 QTL.ADD 5% FOR WASTAGE 0.05 QTL.

TOTAL 1.05 QTL. 1.050 4500.00 Qtl. 4725.00Total 4725.00 1)

(B) CARRIAGE (STEEL,CGI & ASBESTOS SHEETS)BY MECH. TPT. 10.00 KM 0.105 231.92 MT 24.35BY HEAD LOAD. 1.00 KM 0.105 893.24 MT 93.79

Total 118.14 2)

(C ) LABOUR:- B/SMITH (G-I) 1.00 262.50 EACH 262.50BELDAR 1.00 294.00 EACH 294.00SUNDRIES I/c COST OF BINDING WIRE. LS 100.00

Total 656.50 3)ADD EPF 12.5% 82.06

EXCEPT EPF TOTAL (1 to 3) 5499.64TOTAL 5499.64

ADD 10% Contractor's Profit except store isuue items 774.64 77.46Add 5% (Over Head Charges) 5499.64 274.98

Sub Total = 5852.08Add Labour Cess @ 1.00 % 0n Rs.= 5499.64 (+ ) Rs. 55.00

ADD 12 % GST 659.96G.Total Rs.= 6649.10

COST PER Kg. 66.49

ANALYSIS OF RATE -23

PROV.MILD STEEL/TOR STEEL REINFORCEMENT FOR RCC WORK I/C BENDING,BINDING & PLACING IN POSITION COMPLETE UPTO

FLOOR TWO LEVEL

Description of item


Page - 226


Sr.


(DETAILS FOR 10 M 2)


(A) MATERIAL:-

CEMENT MORTOR IN 1:4 0.231 5418.01 CUM 1251.56

TOTAL 1251.56 1)

(B ) LABOUR:-

1.53 294.00 EACH 449.82

1.53 294.00 EACH 449.82

1.48 245.00 EACH 362.60

TOTAL 1262.24 2)

ADD EPF 12.5% 157.78

TOTAL (1+2) 2513.80

Add 1.50 % for water Charrges 2513.80 37.71

TOTAL 2551.51

TOTAL 2551.51

ADD 10% Contractor's Profit except store isuue items 1299.95 130.00

1299.95 65.00

Sub Total = 2746.51

Add Labour Cess @ 1.00 % 0n Rs.= 1382.68 (+ ) Rs. 13.83

ADD GST 12% 301.66

G.Total Rs.= 3219.78

Toal:- 3219.80

Per sqm 321.98

Add 5 % (Over Head Charges)


20 mm thick cement plaster in two coats on rough side of brick/stone maonry for interior plastering 1:4 (1cement:4 sand)

MASON(G-II)

BELDAR

BHISTI


Page - 227


Sr.


(DETAILS FOR ONE M 3)


(A) MATERIAL:-

CEMENT MORTOR IN 1:6 0.24 4640.90 CUM 1113.82

BRICKS(IInd CLASS) 475.00 4000.00 /1000 1900.00

(B) CARRIAGE OF BRICKS:- TOTAL 3013.82 1)

M.TPT.FOR BRICKS 150.00 KM 475.00 5916.93 /1000 2810.54

H.L. FOR BRICKS 1.00 KM 475.00 1340.49 /1000 636.73

TOTAL 3447.27 2)

(C ) LABOUR:-

MASON (G-I) 0.50 294.00 EACH 147.00

MASON (G-II) 0.50 294.00 EACH 147.00

BELDAR 1.80 294.00 EACH 529.20

BHISTI 0.20 245.00 EACH 49.00

SUNDRIES LS 50.00

TOTAL 922.20 3)

ADD 12.5 % EPF 115.28

TOTAL (1TO 3)EXCEPT EPF 7383.29


TOTAL 7494.04

TOTAL 7494.04


Brick work using common burnt clay building bricks (iind class) in found. And plinth in 1:6 (1cement:6sand) in foundation & plinth

Description of item


Page - 228


Sr.


ADD 10% Contractor's Profit except store isuue items,EPF 6380.22 638.02

6380.22 319.01

Sub Total = 8451.07


ADD GST 12 % 899.28


SAY Rs. 9540.57

Add 5 % (Over Head Charges) except store isuue items,EPF


Page - 229


Sr.



(A) MATERIAL:-

CEMENT 0.25 5120.00 MT 1280.00

SAND 1.07 650.00 CUM 695.50

TOTAL 1975.50 1)

(B) CARRIAGE OF MATERIAL:-

CEMENT

By Mech. Transport. 15.00 KM 0.25 288.32 MT 72.08

By head load 1.00 KM 0.25 423.08 MT 105.77

SAND

By Mech. Transport. 65.00 KM 1.07 1157.50 CUM 1238.53

By head load 1.00 KM 1.07 718.18 Cum. 768.45

TOTAL 2184.83 2)

(C ) LABOUR:-

BELDAR 0.90 294.00 EACH 264.60

BHISTI 0.08 245.00 EACH 19.60

SUNDRIES LS 42.63

TOTAL 326.83 3)

EPF 12.5% 40.85

TOTAL (1+2+3) 4487.16



CEMENT MORTOR I:6 (1CEMENT : 6 SAND)

Description of item


Page - 230


Sr.


TOTAL 4554.47

TOTAL 4554.47

ADD 10% Contractor's Profit except store isuue items 0.00 0.00

0.00 0.00

Sub Total = 4554.47



SAY Rs. 4640.85

SAY Rs. 4640.90

Add 5 % (Over Head Charges)


Page - 231


Sr.



(A) MATERIAL:-CEMENT 0.38 5120.00 MT 1945.60SAND 1.07 650.00 CUM 695.50

TOTAL 2641.10 1)(B) CARRIAGE OF MATERIAL:-

CEMENTBy Mech. Transport. 15.00 KM 0.38 288.32 MT 109.56By head load 1.00 KM 0.38 423.08 MT 160.77SANDBy Mech. Transport. 65.00 KM 1.07 1157.50 CUM 1238.53By head load 1.00 KM 1.07 718.18 Cum. 768.45


BELDAR 0.90 294.00 EACH 264.60BHISTI 0.08 245.00 EACH 19.60SUNDRIES LS 42.63

TOTAL 326.83 3)ADD EPF 12.5% 40.85

TOTAL (1+2+3) 5245.24Add 1.50 % for water Charrges 5245.24 78.68

TOTAL 5323.92TOTAL 5323.92

ADD 10% Contractor's Profit except store isuue items 0.00 0.000.00 0.00

Sub Total = 5323.92

Add Labour Cess @ 1.00 % 0n Rs.= 5323.92 (+ ) Rs. 53.24G.Total Rs.= 5418.01

TOTAL 5418.01


CEMENT MORTOR I:4 (1CEMENT :4SAND)

Description of item

EXCEPT EPF

Add5 % (Over Head Charges)


Page - 232


(a)Foundation footing basis of columns etc and mass concrete

Detail of cost for 10 Sqm.


Material


Battens IInd class kail wood

6 X 1 X 0.075 X 0.10m. = 0.045 cum.

Wastage @ 5% per kg. = 0.002 cum.

Total Qty:- = 0.047 cum.. Cum. 0.047 33,830.00 1590.01


6 X 1.50 = 9.00 Rmt.

Wastage @ 5% per kg. = 0.45Rmt.

Total Qty:- =9.45 Rmt. Rmt. 9.45 125.00 1181.25

Carriage of Timber :-


9.45 X 0.785 X (0.125)2 = 0.116 cum.

Battens IInd class kail wood =0.047 cum.

Total Qty:- = 0.163 cum..

50 K.M.by Mechanical Transport. Cum. 0.163 723.70 117.96

0.5 M.by head load. Cum. 0.163 485.53 79.14

Total Rs:- 2968.36


Each. 0.01 62960.7 629.61

cent 0.01 62960.7 629.61

Cum. 0.0625 2968.36 185.52

Assuming that Timber shall become unservicable after being used 16

times.Hence cost for using once = 1/16


Providing form work with steel plates 3.15 mm thick welded with angle iron in frame30X30X5 mm so as to give a fair finish including centering

shuttering strutting and propping etc,with wooden battens and ballies,height of propping and centring below supporting floor to ceiling not execding 4

meters, and removal of the same for insitu-reinforced concrete and plain concrete work in :- Sub analysis for manufacturing steel plates for shuttering

steel work welded in built up section I/c cutting fixing in positionin angles,plates etc.

Assuming that steel plates shall become unservicable after being used 100

times. Hence cost for using once:- 1/100

Add 1% for using repeatedly including repair removal of dents cleaning

concrete deposits & appling oiling and greasing etc.


Page - 233



cent 0.05 2968.36 148.42



Beldar. Each. 1.30 250.00 325

Total Rs:- 2070.00

Sundries @ 10% of labour cost. Rs:- 207

Total Rs:- 2277




Add 12 % GST 273.242914.56

291.46


concrete deposits & appling

Cost for 10 Sq.m

Cost per Sqmt. Rs:-


Page - 234



d)Columns,Pillar;Posts and struts Square Rectangular and Polygonal in Plan



Ballies 125mm dia.(Kail wood 2nd class.) Meter 15.96 125.00 1995.00

50 Carriage of Timber :-K.M.by Mechanical Transport. Cum. 0.196 723.70 141.85

0.5 Carriage of Timber :-M.by head load. Cum. 0.196 485.53 95.16

Total Rs:- 2232.01


Each. 0.01 33861.84 338.62

cent 0.01 33861.84 338.62

Cum. 0.0625 2232.01 139.5

cent 0.05 2232.01 111.6



Beldar. Each. 1.47 250.00 367.50

Total Rs:- 1468.12

Sundries @ 10% of labour cost. On Rs:- 539.78 Rs:- 146.812

Total Rs:- 1614.932




Add 12 % GST 193.792067.11

492.17Cost per Sqmt. Rs:-




meters, and removal of the same for insitu-reinforced concrete and plain concrete work in :- Sub analysis for manufacturing steel plates for shuttering

steel work welded in built up section I/c cutting fixing in positionin angles,plates etc.

Detail of cost for area in contact 4 X 0.30 X 3.50 = 4.20 Sqm.

Assuming that steel plates shall become unservicable after being used 100

times.Hence cost for using once:- 1/100


concrete deposits & appling oiling and greasing etc.

Assuming that Timber shall become unservicable after being used 16

times.Hence cost for using once = 1/16


concrete deposits & appling

Cost for 10 Sq.m


Page - 235




Material:-

3.15 mm Thick M.S. Plate.

0.90 X 0.60 = 0.54 Sqm.

Weight @ 24.72kg per Sqm. =13.35kg.


Total Qty:- =14.01kg or 0.14 Qtl. Qtl. 0.14 4500.00 630.00

Angle iron in frame 30X30X5mm Size

2(0.90+0.60) = = 3.00 Rmt.

Weight @ 2.20kg per Rmt.. =13.35kg.


Total Qty:- =6.93kg or 0.0693 Qtl. Qtl. 0.0693 5,000.00 346.50

Sub Total Rs. 976.50 A

Carriage of M.S. Plate and angles.

M.S.Plate. = 0.140 Qtl

Angle iron =0.0693 Qtl.

Total Qty:- =0.2093 Qtl or 0.02093 Tonne.

50 K.M.by Mechanical Transport. Tonne 0.02093 723.70 15.15

0.5 M.by head load. Tonne 0.02093 485.53 10.16

Sub Total Rs. 25.31 B

Labour.

Black Smith Ist. Class. Each 0.066 292.00 19.27

Bandhani Each 0.066 250.00 16.50

Beldar Each 0.154 250.00 38.5

Sundries Each 10

Sub Total Rs. 84.27 C

Welding charges by Electric Plant CM. 300.00 5.00 1500.00 D




meters, and removal of the same for insitu-reinforced concrete and plain concrete work in :- Sub analysis for manufacturing steel plates for

shuttering steel work welded in built up section I/c cutting fixing in positionin angles,plates etc. Detail of cost for 90cm X 60cm size of plates

complete 0.54 Sqm.


Page - 236



Total Rs. (A+B+C+D) 2586.08

Add 1.5% water charges. Rs:- 38.79




Add 12 % GST 310.333348.97

6201.80

Cost for 0.54 Sqmt.Rs:-

Cost per Sqmt. Rs:-


Page - 237



Discription Unit Qty. Rate Amount

Materials

Cement Tonne 0.32 5,120.00 1638.40

Sand Cum 0.445 650.00 289.25




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.27 245.00 66.15



Mate Each 0.04 245.00 9.80

RATE ANALYSIS - 31

Providing & laying cement concrete 1:2:4, 20mm nominal size & curing complete for RCC work in: Suspended floor, roofs, landing and shelves and their

supports, balconies, beams, girders, bressumers and cantilever upto floor two level.



Page - 238




Sundries L.S. 15.00

Subtotal 693.65 (C)

(A+B+C) 7564.21


7677.67

Add 1% Labour cess 7,677.67 1.00% 76.78

Add GST 12.00% 921.32

Add 10% C.P.and 5% Over head charges except on cost of store

issue items,such as Cement6039.27 15% 905.89

Rs:- 9,581.66

Total

Gross Total

Cost for one cubic meter


Page - 239




Material

Cement mortar 1:4

(1cement:4sand) Cum. 0.165 7,342.75 1211.55


Labour :


Beldar Each 0.80 245.00 196.00

Bhishti Each 0.98 245.00 240.10


Subtotal 716.30 (B)

Total (A+B) 1927.85


Gross Total 1956.77

Add 1% Labour cess 1,956.77 1.00% 19.57

Add GST 12.00% 234.81





20 mm cement plaster in single coat on fair side f brick/stone masonry for interior plastering up to floor two level including arrises, internal rounded angles,

chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth .



Desciption

RATE ANALYSIS - 32


Page - 240




Material

Cement mortar 1:3

(1cement:3sand) Cum. 0.224 8,268.73 1852.2

Sand & Gravel Crushed stone graded from 6 mm to 12mm Cum. 0.1 725.00 72.5

Grounded hydrated lime Kg 9.28 100.00 928

Subtotal 2852.7 (A)

Labour :


Beldar Each 1.58 245.00 387.10

Bhishti Each 1.7 245.00 416.50


Extra labour for coping


beldar Each 0.25 245.00 61.25

Extra labour for dashing of crushed stone


beldar Each 0.5 245.00 122.50

RATE ANALYSIS - 33

Rough side exterior cement plaster on wall up to a height of 10 mtr. above ground level with a mixture of sand and gravel or crushed stone graded from 6mm

to 12 mm nominal size dashed over and including fresh plaster in two coats, backing coat 10 mm cement plaster 1:3 (1cement:3sand) and finishing coat 10

mm cement mortor 1:3 (1cement:3sand) mixed with 10 % finely grounded hydrated lime by volume of cement including arrises, chamfersb and/or rounded

angles not exceeding 80 mm in girth. (natural cement finish using ordinary cement)



Desciption


Page - 241



bhisti Each 0.1 245.00 24.50

sundries ( scaffolding etc.) 10.00


Total (A+B) 4642.79


Gross Total 4712.43

Add 1% Labour cess 4,712.43 1.00% 47.12

Add GST 12.00% 565.49






Page - 242




Materials

Cement Tonne 0.40 5,120.00 2048.00

Sand Cum 0.425 650.00 276.25




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.28 245.00 68.60



Mate Each 0.04 245.00 9.80


Sundries L.S. 15.00


Discription


RATE ANALYSIS - 34

Prov.& laying c.conc. 1:2:4 (1cement:2 sand:4 graded stone aggregate 20mm nominal size) & curing complete e/c cost of form work & reinforcement for RCC

work in wall i/c attached, buttresses, columns, pillasters ,their caps & bases & string courses etc. up to floor two level.


Page - 243



Total (A+B+C) 7825.43


Gross Total 7942.81

Add 1% Labour cess 7,942.81 1.00% 79.43

Add GST 12.00% 953.14





Page - 244




Materials

Cement Tonne 0.40 5,120.00 2048.00

Sand Cum 0.425 650.00 276.25




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.27 245.00 66.15



Mate Each 0.04 245.00 9.80


Sundries L.S. 15.00

Extra for laying CC in RCC work due to delay etc.

RATE ANALYSIS - 35

P/L cement concrete 1:1.5:3 (1cement:2sand:4graded stone aggregate 20mm nominal size E/C cost of form work & reinforcement for rcc work in suspended

floor, roofs, landing & shelves & their support balconies, beams, girders, bressumers & cantilever up to floor two level.


Discription


Page - 245



Labour for 1 Cum

Beldar Each 0.10 245.00 24.50

Bhisti Each 0.20 245.00 49.00



Mate Each 0.04 245.00 9.80



Total (A+B+C) 7965.57


Gross Total 8085.05

Add 1% Labour cess 8,085.05 1.00% 80.85

Add GST 12.00% 970.21





Page - 246




Materials

Cement Tonne 0.61 5,120.00 3123.20

Sand Cum 0.25 650.00 162.50




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.27 294.00 79.38



Mate Each 0.04 245.00 9.80


Sundries L.S. 15.00

Extra for laying CC in RCC work due to delay etc.

RATE ANALYSIS - 36

P/L cement concrete of M30 grade (1:1:3) (1cement:1sand:3graded stone aggregate 20mm nominal size E/C cost of form work & reinforcement for rcc work

in suspended floor, roofs, landing & shelves & their support balconies, beams, girders, bressumers & cantilever up to floor two level. (Slab for For RCC GSR)


Discription


Page - 247



Labour for 1 Cum

Beldar Each 0.10 245.00 24.50

Bhisti Each 0.20 245.00 49.00



Mate Each 0.04 245.00 9.80



Total (A+B+C) 8293.59


Gross Total 8417.99

Add 1% Labour cess 8,417.99 1.00% 84.18

Add GST 12.00% 1010.16





Page - 248




Materials

Cement Tonne 0.61 5,120.00 3123.20

Sand Cum 0.25 650.00 162.50




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.28 245.00 68.60



Mate Each 0.04 245.00 9.80


Sundries L.S. 15.00


Discription


RATE ANALYSIS - 37

P/L cement concrete of M30 grade (1:1:3) (1cement:1sand:3graded stone aggregate 20mm nominal size) & curing complete e/c cost of form work &

reinforcement for RCC work in wall i/c attached, buttresses, columns, pillasters ,their caps & bases & string courses etc. up to floor two level. (Wall for For

RCC GSR)


Page - 249



Total (A+B+C) 8203.92


Gross Total 8326.98

Add 1% Labour cess 8,326.98 1.00% 83.27

Add GST 12.00% 999.24





Page - 250



Unit Qty Rate Amount

Material:-

Mild Steel Bars Qtl. 1.00

Wastage @ 5% Qtl. 0.05

Total 1.05 Qtl. 1.05 4,500.00 4725.00 (A)

By Mech TransportK.M By Mechanical Transport Tonne 0.105 723.70 75.99

0 K.M ByHead load. Tonne 0.105 485.53 50.98

Subtotal 126.97 (B)

Labour:-

Black Smith Ist class Each 1.00 292.00 292.00

Beldar Each 1.00 245.00 245.00

Sundries LS 10.00


Total (A+B+C) 5398.97


Gross Total 5479.95

Add 1% Labour cess 5,479.95 1.00% 54.80

Add GST 12.00% 657.59


issue items,such as Steel

754.95 15% 113.24

Cost per Qtl Rs:- 6,305.59

Cost per Kg Rs:- 63.06

RATE ANALYSIS - 38

Providing mild steel/tor steel reinforcement for RCC work includng bending binding and placing in position complete.

Detail of cost for 1 Qtl.

Description.


Page - 251





Material

Cement Tonne 0.38 5,120.00 1,945.60

Sand Cum 1.07 650.00 695.50


Carriage

Carriage of Sand



Carriage of Cement



Subtotal 2,959.16 (B)

Labour measuring,carrying, depositing and mixing

Beldar Each 0.9 245.00 220.50

Bhisti Each 0.08 245.00 19.60

Sundries L.S. 36.02

Subtotal 276.12 (C)

Total (A+B+C) 5,876.38


Gross Total 5964.53

Add 1% Labour cess 5,964.53 1.00% 59.65

Add GST 12.00% 715.74





RATE ANALYSIS - 39


Page - 252





Material

Cement Tonne 0.51 5,120.00 2,611.20

Sand Cum 1.07 650.00 695.50


Carriage

Carriage of Sand



Carriage of Cement



Subtotal 3,083.14 (B)

Labour measuring,carrying, depositing and mixing

Beldar Each 0.9 245.00 220.50

Bhisti Each 0.08 245.00 19.60

Sundries L.S. 36.02

Subtotal 276.12 (C)

Total (A+B+C) 6,665.96


Gross Total 6765.95

Add 1% Labour cess 6,765.95 1.00% 67.66

Add GST 12.00% 811.91




RATE ANALYSIS - 40



Page - 253


Sr. No. Item of work Quantity Rate Unit Amount

1 Excavation in foundation trenches etc. in earth work lift upto 1.5 mtr.

stacking the excavated soil not more than 3 mtr. clear from the edge

of excavation and then returning the stacked soil in 15cm layers

when required into plinths sides of foundation etc. consolidating each

deposited layer by ramming and watering then disposing of all

surplus soil as directed within a lead of 20mtr. in soft & hard rock.

12 547.71 Per cum. 6572

2 Providing & laying cement concrete 1:4:8 in foundation & plinth. 0.9 7426.55 Per Cum. 6684

4 Providing & laying cement concrete 1:2:4, 20mm nominal size &

curing complete for RCC work in: Suspended floor, roofs, landing

and shelves and their supports, balconies, beams, girders,

bressumers and cantilever upto floor two level.

4.5 9581.66 Per Cum. 43117

5 Providing tor steel reinforcement for RCC work. 315.00 63.06 Per Kg. 19863

76236

Rate Anlysis - 41 Detail of cost for One chamber


Constructing chamber for sluice valve with CI surface box 100mm top,160mm bottom & 180mm deep inside with chain lid & RCC top slab 1:2:4 mix

100mm thick & foundation concrete 1:4:8 mix & inside plastering with cement mortar 1:6 finished with a floating coat of neat cement including curing

complete. 1000x1000x1500mm. inside size with 400mm wall of stone masonry in cement mortar 1:6.

Total Rs. For one chamber


Page - 254





of excavation and then returning the stacked soil in 15cm layers when

required into plinths sides of foundation etc. consolidating each

deposited layer by ramming and watering then disposing of all surplus

soil as directed within a lead of 20mtr. in soft & hard rock.

3.97 547.71 Per cum. 2174

2 Providing & laying cement concrete 1:4:8 in foundation & plinth. 0.66 7426.55 Per Cum. 4902

3 Squared rubble masonry coursed with hard stone of approved quality

in cement mortar 1:6.

3.17 9721.25 Per Cum. 30816

4 Providing & laying cement concrete 1:2:4, 20mm nominal size &

curing complete for RCC work in: Suspended floor, roofs, landing

and shelves and their supports, balconies, beams, girders,

bressumers and cantilever upto floor two level.

0.23 9581.66 Per Cum. 2204

5 Providing tor steel reinforcement for RCC work. 21.00 63.06 Per Kg. 1324

6 20mm cement plaster in single coat on rough side of brick/stone

masonry for interior plastering in cement mortar 1:3

6.00 232.29 Per Sqmt. 1394

7 Cement concrete flooring 1:2:4 (1 cement:2 sand: 4 graded stone)

20mm nominal size with a floating coat of neat cement 40mm thick.

1.00 582.62 Per Sqmt. 583

43397

Rate Anlysis - 42 Detail of cost for One chamber


Constructing chamber for sluice valve with CI surface box 100mm top,160mm bottom & 180mm deep inside with chain lid & RCC top slab 1:2:4 mix

100mm thick & foundation concrete 1:4:8 mix & inside plastering with cement mortar 1:6 finished with a floating coat of neat cement including curing

complete. 1000x1000x1500mm. inside size with 400mm wall of stone masonry in cement mortar 1:6.

Total Rs. For one chamber


Page - 255





of excavation and then returning the stacked soil in 15cm layers when

required into plinths sides of foundation etc. consolidating each

deposited layer by ramming and watering then disposing of all surplus

soil as directed within a lead of 20mtr. in soft & hard rock.

2.19 547.71 Per cum. 1199.48

2 Providing & laying cement concrete 1:4:8 (1 cement:4 sand 8 graded

stone aggregate 40mm nominal size) and curing complete excluding

cost of form work in:- foundation & plinth.0.36 7426.55 Per Cum. 2673.56

Providing & laying cement concrete 1:2:4, 20mm nominal size &

curing complete for RCC work in: 0.87 9,859.60 Per Cum. 8577.85

(a)foundation footintg basis of columns and like mass concrete.

(b)Columns pillar posts and struts upto floor two level. 0.57 9859.60 Per Cum 5619.97

4 Providing mild steel/Tor steel reinforcement for R.C.C. work including

bending, binding and placing in position complete upto floor two level.

Tor steel.141 63.06 Per Kg. 8890.88

Providing form work with steel plates 3.15mm thick welded with angle

iron in frame 30x30x5mm so as to give a fair finish including centring

shuttering strutting and propping etc., with wooden battens and

ballies, height of propping and centring below supporting floor to

ceiling not exceeding 4 meters and removal of the same for in-situ-

reinforced concrete and plain concrete work in:-

a)Foundation, footing, basis of columns etc., and mass concrete.3.2 291.46 Per Sqmt. 932.66

ABSTRACT OF COST


Rate Anlysis - 43 SH:-Construction of RCC Anchor Block

3

5


Page - 256



b) Columns pillar posts and struts square, rectangular or polygonal in

plan. 2.97 492.17 Per Sqmt. 1461.74



Page - 257


Sr. No Descrtiption QtyRate (Rs

Lakh)

Amount (Rs

Lakh)

A FOUNDATIONS

a)Transformer Foundation & Road cum

Rail Track1 8.76792 8.76792

b) EQUIPMENTS

I) Circuit Breaker 1 1.325626 1.325626

ii) Isolator with out Earth blade 2 0.511462 1.022924

iii) Multi Core Multi ratio Current

Transformers1 0.240074 0.240074

iv) Lightening Arrester 1 0.240074 0.240074

v) PTs 1 0.240074 0.240074

B Columns Foundation6 1.638766 9.832596

C Periphery Fencing1 5.239876 5.239876

D Cable Trenches1 6.99346 6.99346

E Fire Fighting Equipments1 3.39235 3.39235

F Spreading of Shingles1 0.524544 0.524544

Total 37.819518

SCHEDULE OF COST ANALYSIS OF CIVIL WORKS FOR 1 NO. TRANSFORMER BAY

66 kV SIDE (SINGLE BUS BAR)

Note- As per HPSDCL Superintending Engineer (Design,) Electrical System, HPSEBL, Hamirpur

(H.P.) ANNEXURE- H1 , ABOVR RATES ARE PROPOSED FOR ESTIMATE PURPOSE.

Rate Analysis -44


Page - 258


Providing and laying & jointing in trenches of 762 mm dia pipe class API 5L X grade -65 Standard Prov. and fixing M.S.flanges ISI marked conforming to IS-6392-1972 table 28

with wall thickness 7.92 mm with standing test pressure 84 kg. per CM Square.plain end weight. pressure…………...N/mm2 welded on both sides of 762 mm dia ERW pipe class API 5LX grade 65

146.91 kg.per mtr.as per API code in a random length of 4 mtr to 7 mtr and jointing with M.S.flange with nuts,bolts and 3mm thick ferrado make gasket.The welding is to conform to IS-3138-1986 including

Detail of cost for 100 Rmt. welding bolting and Gasket complet as per API 5LX as per table 28 weight @ 30.51 each.

Description Unit. Qty. Rate. Amount. DETAIL OF COST FOR 1 JOINTS.

API Pipe 762 MM dia. = 100.00 Rmt. Sr No Description Unit. Qty. Rate. Amount.

Add 2% for bends. 2.00 Rmt. i Flanges as per Table 28

Sr No.Total :- 102.00 Rmt. Weight. @ 146.91 Kg. Kg. 14984.82 83.50 1251232.47 ii Weight of flange per pair. 2 61.02 Kg. Kg. 61.02 64.00 3905.28

1 Add for zinc coating Kg. 14984.82 32.50 487006.65 iii Nuts& bolts of size 52mmx367mm 24 Nos. per pair.

Total 1738239.12 iv wt @ 23%of flanges total wt. 24 x 14.03 Kg. 14.03 64.00 897.92

Add 18% GST. 312883.04 Total Rs:- 4803.20

Add 3 % Entry tex 52147.17 Add 12.36% Excise Duty 0.00

Add 0.5% for inspection charges. 8691.20 Total Rs:- 4803.20

Total:- 2598967.18 Add 18% GST 864.58

1460 Km by Mech Transport Kg. Tonne. 14.98 12870.01 192792.75 Add 3 % Entry tex 144.10

0.5 Km by head load Kg. Tonne. 14.98 339.85 5090.95 Add 0.5% for inspection charges. 24.02

v Gasket Each 1.00 1350.00 1350.00

vi Welding charges. One Layer Inner side & Two Layer in Outer Side

Cost for flanges of 762 mm dia as per table = 28 inner. 3.14 x 76.20 x 3 x 2 1435.61

(Rates as per detail attached) Pair. 1.00 19027.46 19027.46

welding of every pipe for 100 mtr length 18 joints by taking 5.5 mtr average length. outer 3.14 x 76.20 x 3 x 2 1435.61

Two Layer outer side of the pipe. Total 2871.22 P/CM. 2871.22 4.00 11484.88

18.18 x 3.14 x 4 CM. CM. 17401.31 4.00 69605.24 vi Carriage of flanges :-

Labour for laying (Detail of cost for 514 kg) Total Wt. 75.05 Kg. or. 0.08 Tonne.

Fitter 0.20 x 58.4 450 K.M.By Mechanical Transport. Tonne. 0.08 4072.91 305.67

Assistant Fitter. 0.20 x 58.4 0.5 K.M.By Head Load. Tonne. 0.08 339.85 25.51

Beldar. 1.60 x 400 Unloading and staking charges Tonne. 0.08 339.85 25.51

Sundries. LS. 10.00 Total Rs:- 19027.46

Total Rs:- 526.8 Add 10% C.P.&5% O.H.Charges i.e on R.s. 17994.77 2699.2155

1.02 excluding cost of taxes. Total Rs:- 21752.18

Cost for Kg. 15059.87 1.02 15361.07

Labour for jointing (Detail for 10 Joints.) Kg.

Plumber 0.30 x 78.60

Assistant Plumber 0.30 x 78.60

Beldar. 1.20 x 300.00

Sundries. LS. 10.00

Labour for 10 joints Rs:- 467.20

Labour per joints Rs:- 46.72 joint 18.18 46.72 849.45

3LP & epoxy Painting two or more coat in and out side of the pipe.

inner side. 3.14 x 0.75 x 0

Outer side 3.14 x 0.76 x 100

Sqm. 239.27 0 0.00

Hasion cloth wraping = 0.762 x 3.14 2.39 Sqm.

Clothe = 2.39 x 50.00 = 119.50

Bitumen = 2.39 x 2.00 = 4.78 20.00

Fuel wood = 5.57 x 5.00 = 27.85

Sundries.

Painter 0.072 x 262.00

Beldar. 0.20 x

Total Qty. 2.39 x 100 = 239.00 Sqm. 239.00 0.00 0.00

Add 12 % GST on labour 10297.89

Total 2911991.99

Add 10% C.P.& 5% over head charges except on taxes & painting i.e.on Rs. 379041.00

Cost for 100 Rmt. Rs:- 3291032.99

Cost for 1.00 Rmt. Rs:- 32910.33

18.86

250.00 50.00

2526940.00

10.00

Cost per Kg.Rs:-

15059.87

262.00

262.00

250.00

0.00

239.27

239.27

119.50

95.60

27.85

250.00

ANALYSIS OF RATES. -45 ANALYSIS OF RATES.

capable of with standing test

14984.82 30.51

14984.82

14984.82

76.20 17401.31

292.00

292.00


Page - 259












Add 18% GST. 344190.51 Total Rs:- 4803.20



Total:- 2859023.12 Add 18% GST 864.58



v Gasket Each 1.00 1350.00 1350.00














Cost for Kg. 16559.27 1.02 16890.46




Beldar. 1.20 x 300.00

Sundries. LS. 10.00





Outer side 3.14 x 0.76 x 100

Sqm. 239.27 0 0.00


Clothe = 2.39 x 50.00 = 119.50

Bitumen = 2.39 x 2.00 = 4.78 20.00

Fuel wood = 5.57 x 5.00 = 27.85

Sundries.

Painter 0.072 x 262.00

Beldar. 0.20 x

Total Qty. 2.39 x 100 = 239.00 Sqm. 239.00 0.00 0.00


Total 3193575.63


Cost for 100 Rmt. Rs:- 3609217.40

Cost for 1.00 Rmt. Rs:- 36092.17

18.86

250.00 50.00

0.00

2770945.08

10.00

Cost per Kg.Rs:-

16559.27

262.00

262.00

250.00

0.00

239.27

239.27

119.50

95.60

27.85

250.00



16484.22 30.51

16484.22

16484.22

76.20 17401.31

292.00

292.00


Page - 260












Add 18% GST. 375455.39 Total Rs:- 4803.20



Total:- 3118725.24 Add 12% GST 647.63



v Gasket Each 1.00 1350.00 1350.00














Cost for Kg. 35382.89 1.02 36090.55




Beldar. 1.20 x 300.00

Sundries. LS. 10.00





Outer side 3.14 x 0.76 x 100

Sqm. 239.27 0 0.00


Clothe = 2.39 x 50.00 = 119.50

Bitumen = 2.39 x 2.00 = 4.78 20.00

Fuel wood = 5.57 x 5.00 = 27.85

Sundries.

Painter 0.072 x 262.00

Beldar. 0.20 x

Total Qty. 2.39 x 100 = 239.00 Sqm. 239.00 0.00 0.00


Total 3494994.14


Cost for 100 Rmt. Rs:- 3949930.88

Cost for 1.00 Rmt. Rs:- 39499.31

250.00



17981.58 30.51

17981.58

17981.58

76.20 17401.31

292.00

292.00

10.00

Cost per Kg.Rs:-

35382.89

262.00

262.00

250.00

0.00

239.27

239.27

119.50

95.60

27.85

18.86

250.00 50.00

0.00

3032911.59


Page - 261












Add 18% GST. 406635.08 Total Rs:- 4803.20



Total:- 3377719.72 Add 18% GST 864.58



v Gasket Each 1.00 1350.00 1350.00














Cost for Kg. 36876.17 1.02 37613.69




Beldar. 1.20 x 300.00

Sundries. LS. 10.00





Outer side 3.14 x 0.76 x 100

Sqm. 239.27 0 0.00


Clothe = 2.39 x 50.00 = 119.50

Bitumen = 2.39 x 2.00 = 4.78 20.00

Fuel wood = 5.57 x 5.00 = 27.85

Sundries.

Painter 0.072 x 262.00

Beldar. 0.20 x

Total Qty. 2.39 x 100 = 239.00 Sqm. 239.00 0.00 0.00


Total 3774979.73


Cost for 100 Rmt. Rs:- 4266271.11

Cost for 1.00 Rmt. Rs:- 42662.71

250.00



19474.86 30.51

19474.86

19474.86

76.20 17401.31

292.00

292.00

10.00

Cost per Kg.Rs:-

36876.17

262.00

262.00

250.00

0.00

239.27

239.27

119.50

95.60

27.85

18.86

250.00 50.00

0.00

3275275.83


Page - 262












Add 18% GST. 437750.87 Total Rs:- 4803.20



Total:- 3636183.48 Add 18% GST 864.58



v Gasket Each 1.00 1350.00 1350.00














Cost for Kg. 38366.39 1.02 39133.72




Beldar. 1.20 x 300.00

Sundries. LS. 10.00





Outer side 3.14 x 0.76 x 100

Sqm. 239.27 0 0.00


Clothe = 2.39 x 50.00 = 119.50

Bitumen = 2.39 x 2.00 = 4.78 20.00

Fuel wood = 5.57 x 5.00 = 27.85

Sundries.

Painter 0.072 x 262.00

Beldar. 0.20 x

Total Qty. 2.39 x 100 = 239.00 Sqm. 239.00 0.00 0.00


Total 4054960.71


Cost for 100 Rmt. Rs:- 4582646.96

Cost for 1.00 Rmt. Rs:- 45826.47

250.00



20965.08 30.51

20965.08

20965.08

76.20 17401.31

292.00

292.00

10.00

Cost per Kg.Rs:-

38366.39

262.00

262.00

250.00

0.00

239.27

239.27

119.50

95.60

27.85

18.86

250.00 50.00

0.00

3517908.32


Page - 263












Add 18% GST. 468802.77 Total Rs:- 4803.20



Total:- 3894116.51 Add 18% GST 864.58



v Gasket Each 1.00 1350.00 1350.00














Cost for Kg. 39853.55 1.02 40650.62




Beldar. 1.20 x 300.00

Sundries. LS. 10.00





Outer side 3.14 x 0.76 x 100

Sqm. 239.27 0 0.00


Clothe = 2.39 x 50.00 = 119.50

Bitumen = 2.39 x 2.00 = 4.78 20.00

Fuel wood = 5.57 x 5.00 = 27.85

Sundries.

Painter 0.072 x 262.00

Beldar. 0.20 x

Total Qty. 2.39 x 100 = 239.00 Sqm. 239.00 0.00 0.00


Total 4334143.26


Cost for 100 Rmt. Rs:- 4898116.12

Cost for 1.00 Rmt. Rs:- 48981.16

250.00



22452.24 30.51

22452.24

22452.24

76.20 17401.31

292.00

292.00

10.00

Cost per Kg.Rs:-

39853.55

262.00

262.00

250.00

0.00

239.27

239.27

119.50

95.60

27.85

18.86

250.00 50.00

0.00

3759819.07


Page - 264












Add 18% GST. 499790.78 Total Rs:- 4803.20



Total:- 4151518.81 Add 18% GST 864.58



v Gasket Each 1.00 1350.00 1350.00














Cost for Kg. 41337.65 1.02 42164.4




Beldar. 1.20 x 300.00

Sundries. LS. 10.00





Outer side 3.14 x 0.76 x 100

Sqm. 239.27 0 0.00


Clothe = 2.39 x 50.00 = 119.50

Bitumen = 2.39 x 2.00 = 4.78 20.00

Fuel wood = 5.57 x 5.00 = 27.85

Sundries.

Painter 0.072 x 262.00

Beldar. 0.20 x

Total Qty. 2.39 x 100 = 239.00 Sqm. 239.00 0.00 0.00


Total 4612923.70


Cost for 100 Rmt. Rs:- 5213134.36

Cost for 1.00 Rmt. Rs:- 52131.34

250.00



23936.34 30.51

23936.34

23936.34

76.20 17401.31

292.00

292.00

10.00

Cost per Kg.Rs:-

41337.65

262.00

262.00

250.00

0.00

239.27

239.27

119.50

95.60

27.85

18.86

250.00 50.00

0.00

4001404.40


Page - 265

DRAWINGS

shimla jal prabandhan nigam ltd. detailed project … · 2019-10-17 · water supply in the city...

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