village action plan for village bagla jal jeevan...

1

DISTRICT RAJOURI

Village Action Plan For Village Bagla Under

Jal Jeevan Mission

हरघरनलसेजल

DETAILED PROJECT REPORT OF WATER SUPPLY SCHEME BAGLA, PANCHAYAT BAGLA, BLOCK QILA DARHAL, RAJOURI UNDER JAL JEEVAN MISSION IN CONVERGENCE WITH MGNREGA

Superintendent Engineer District Development Commissioner

Hydraulic, Rajouri Rajouri

S.No Components No. of Schemes Proposed

Resources with Scheme

Proposed Project Cost (in lacs)

01 Water Supply Scheme Bagla 01 JJM 351.00

02 Construction of Cattle Trough @ Rs.0.28

Lacs per trough

10 MGNREGA 2.80

03 Construction of Water Harvesting

Structure @ Rs.1.22 Lacs

10 MGNREGA 12.20

Total

21 366.00

2

INDEX

S.No. Particulars Page No.

1 Basic Information of Village 3

2

Detailed summary of the scheme 8

3

Feasibility report cum population calculation 10

4

Certificates 20

5

Salient Features 11

6

Technical Report 13

7

Source Certificate 20

8

General Abstract of cost 20

9

Abstract of Cost for Procurement and Installation of Machinery 21

10

Detailed Estimate for construction of 10000 Glns GSR 22

11

Detailed Estimate for construction of 5000 Glns GSR 25

12

Detailed Estimate for construction of Pump Room Building 29

13

Detailed Estimate for construction of Spring Covering 33

14

Detailed Estimate for Providing and Laying of Distribution system

36

15

Detailed Estimate for Providing and Laying of Rising Main 37

16 Design of Rising Mains

38

17

Typical Estimate of Cattle trough 44

18

Typical Estimate of Water Harvesting Structure 45

3

Village Action Plan (VAP)

1

Date of preparation: 24.12.2019 Date of approval in Gram Sabha: 28 .12 .2019

Date submitted to DWSM: 06.01.2020

2

Village name: Bagla GP name: Bagla Block name: Qila Darhal District name: Rajouri

State name: UT of Jammu & Kashmir

Village census code:245461

(No. of habitations and habitation names, if applicable)

I. GP Resolution

3

Aspiration of village community: FHTC to 350 number of rural house holds by year June 2020 with water supply in adequate quantity of 55 lpcd of prescribed quality on a regular basis, i.e. 3 no. of hours every day along with water supply to 7 no. of cattle troughs and 5 no. of

washing/ bathing blocks.

We, the village community, take the responsibility to own, manage, operate and maintain our

in- village water supply infrastructure. We will respect and protect our water bodies and will not

contaminate them. We will manage our grey water and save our freshwater.

It is resolved to pay 5 % of capital cost, calculated share of O&M cost and contribute in

managing water supply system.

*water quality certificate to be issued by PHED/ RWS Dept.

II.Gram Panchayat and/or its sub-committee,i.e VWSC/Paani Samiti/User Group etc. details

4

Which committee will lead the planning, implementation, management, O&M of water

supply scheme in village? (GP and/ or its sub-committee)VWSC

What is the committee called: VWSC

Chairperson name: K H Firdous Gender: Male Age: 45 Years

5

Member name Gender Age

K H Firdous M 54

Zulfqar Ahmed M 38

Mohd Muzaffer M 32

Farooq Ahmed M 45

Rabina Kouser F 30

Maneer Hussain M 60

III. General details

6

As per 2011 Census:

population:2597

No.of HHs:432

No.of women:1130

No. of men:1467

No. of children:825

No.of FHTCs:153

As per current

Panchayat/ Anganwadi

records:

Current population 2965

No.of HHs:449

No.of women:1305

No. of men:1660

No. of children:915

No.of FHTCs:360

7

Population projection:

Intermediate stage-15 years from date(18%increase over present population):215.35 Kilo

Litre/ Day(KLD)

Ultimate stage - 30 years from date (32% increase over present population ): 615.82 Kilo Litre/ Day (KLD)

8 Current cattle population (Animal husbandry records):5050

9

Agricultural cropping pattern _________________

Major crops Kharif Rabi

Sugarcane □ □

Paddy □ □

Maize □ □

Cotton □ □

Wheat □ □

Other □ □

11 Topography (plain, slope, etc.):

Plain

IV. Situation Analysis

12 Is resource mapping done? (Y/N) No

(attach the map with VAP)

13 Is social mapping done? (Y/N)

No

14

S.No

Public

Institutions

Name

Is FHTC

available? (Y/ N)

Is Rain Water Harvesting

structure available? (Y/

N)

soak pits

available?

(Y/ N)

1 School N N N

2 Anganwadi N N N

3 Health Centre N N N

4 GP building Y N N

5 Other

Total daily requirement of water

15

Present requirement of water-popn X rate 215.35 KLD

present requirement of water for cattle 72.98 KLD

No.of cattle troughs required:7

Requirement of water for intermediate stage-popn X rate 337.34 KLD

Requirement of water for ultimate stage- popn X rate 805.90 KLD

History of water supply

16

History of water supply/availability in the village, drought/scarcity/cyclone/flood or any other

natural calamity pattern, general trend of water availability:

Natural Source

17

any history of emergency arrangements like water supply through tanks, trains, etc.:

Nil

18

history of part work related to water supply, source strengthening,

Nil

19

history of water-borne diseases:

Nil

Water quality

20 Name of person identified for WQ surveillance with community using FTKs / vials:

Krishan Lal Gender: Male Age:48 Years

21 Dates identified for sanitary inspection First week of the month

22

Water quality of existing/proposed drinking water source(s) used in the water

supply scheme: source name (location): S/s at Taryathi, Kotli

Parameter Method result

Turbidity visual comparison 1.68

pH strip colour comparison 7.20

Total Hardness titrimetric method 120

Total Alkalinity titrimetric method 150

Chloride titrimetric method 60

Ammonia visual colour comparison -

Phosphate visual colour comparison Nil

Residual Chlorine visual colour comparison 0.2

Iron visual colour comparison 0.03

Nitrate visual colour comparison 4.3

Fluoride visual colour comparison 0.04

Arsenic (in hotspots) visual colour comparison Nil

Washing/bathing blocks

23

Some poor areas in the village might not have sufficient space to have a washing space and

/or a tap connection. Number of such areas identified to have a washing/bathing block:

Nil

Location name No. of

Households

Population

Source Sustainability

24 In case of groundwater source, is there a borewell recharge structure? (Y/N)

25

List of existing water bodies in the village that need to be rejuvenated/ maintained:

Traditional Water bodies are being rejuvenated/maintained by utilizing the funds of MGNREGA.

Bowlies at W. No 1 and 6

Harvesting Tank at W. No 3

Ponds at W. No 2 and 7

Grey water management

Detailed Project Reports for Grey water management are being prepared in consultation with Director Rural Sanitation J&K as it is permissible activity under SBM-G.

7

26

Grey water generated (65%ofwatersupply):__ _ KLD

No. of HHs with individual soak pits: Nil

No. of HHs that need individual soak pits: 128

No. of community soak pits needed: 30

Is there a need for waste stabilization pond?(Y/N): N

V. Water Supply Scheme

27

FHTCs will be provided under which of the following category:

□ retrofitting of ongoing schemes taken up under erst while NRDWP for the last mile connectivity

□ retrofitting of completed RWS to make it JJM compliant

□ SVS in villages having adequate ground water/spring water/local or surface water

source of prescribed quality

□ SVS in villages having adequate ground water that needs treatment

□ MVS with water grids/regional water supply schemes

□ Mini solar power based PWS in isolated/tribal hamlets

28

Water source identified: Yes

Proposed water supply scheme based on techno-economic and socio-economic appraisal:

_ _ _

Land identified for the scheme: Yes

Date by when land will be handed over to PHED/RWS Dept.: _ __

Cost of scheme: 255.00 Lacs

GoI share: 218.02 lacs State share: 24.23 lacs

Community share: 12.75 Lacs

Individual house hold contribution: 12.75 lacs (It can be in shape of labour/material/cash)

Annual O&M charges: 2 % of the contributed cost to be raised through community share.

Individual house hold monthly water tariff/user charge: 80.00

If any remote habitations, PWS identified: Nil

8

DETAILED SUMMARY OF WATER SUPPLY SCHEME BAGLA

1.Name of Scheme :- WSS Bagla

i. i.District: - Rajouri

ii. Tehsil: - Rajouri

iii. Block: - Qila Darhal

iv. Panchayat:- Bagla

2. Funding, under which program implemented NRDWP/NABARD/LIC/Any other Specify: - Jal Jeevan Mission

3. Year of implementation: 2019-20

4. Population as per census 2011:

As per census 2011: 2797 Souls

Present population 2020: 3676 Souls

Population after 15 years 2035: 5797 Souls Population after 30 years 2050:

16577 Souls

5.Household served by the Scheme

Total No.of HH as per census 2011 =548 Total present No.of HH in 2020=710

Total No.of HH covered with piped water=350

Total No.of HH yet to be covered with piped water = 360Total No.of Schools

=5Total No. of Anganwardi Centres=4Total No. of health centre

=NilGP Building =1

6. Source of water.

a).Ground water

Spring = 10 No.

b.)Water Treatment

Chlorination

c).Discharge of 10 No. Spring Spring 1 =870 GPH Spring 2 =490 GPH Spring 3 =225 GPH Spring 4 =235 GPH Spring 5 =255 GPH Spring 6 =250 GPH Spring 7 =250 GPH Spring 8 =240 GPH Spring 9 =245 GPH Spring 10 =270 GPH

9

7. Storage:-

i. Sump Tank =2 Nos. Capacity =10000 Glns eachii.Sump Tank cum Service

Reservoir=1 No. =10000 Glns at stage 1st

ii.GLSR =2 Nos.=10000 Glns each & 1 No.= 5000 Glns

8.Rising Main:-

Material = GI Pipe

G.I.Pipe 80 mm Ф = 5000 mtrs

9.Gravity Main:-

Nil

10.Distribution System:-

Material = GI Pipe(Light)

G.I pipes 65 mm Ф = 2500m







11.No.of Public Stand Post = 07 for 7 Cattle Troughs

12.No.of Household Connection to be made = 360 Nos

13.Total No. of households = 710

14.Detail of Pumping Machinery and equipment under the Scheme:-

i. Horizontal Centrifugal Pumps:-3 Nos. of Capacity 4000 GPH by 200 mtrs each

ii. Electric Sub-Station:-3 Nos. of Capacity 100 KVA each

iii. Dedicated feeder:- Yes

iv. Voltage Stabilizer:- 3 Nos. of Capacity 100 KVA each

(Er.Zulfqar Ahmed) (Er.Ghulam Nabi) (Er.Mushtaq Ahmed) Jr.Engineer Asstt.Executive Engineer Executive Engineer PHE Sub Division West PHE Division Rajouri

WATER SUPPLY SCHEME BAGLA UNDER JJM

10

FEASIBILITY REPORT

Percentage decadal growth rate of District Rajouri1971-2011 =30.82%

Total No. of Households =710

No. of Households covered with FHTCs = 350

Anganwardi Centers Covered with FHTCs =04

Govt schools Covered with FHTCs = 05

No.of Householdsuncoveredwith FHTCs =360

No. of persons per Households = 06 (Average)

Population uncovered as on January 2020 (360 x 6)= 2160 Souls

Geometric mean of Decadal Growth rate from 1971-2011 = 3.082% per Annum

Design population as on 2035 AD = x (1+r/100)n

= 2160 (1+3.082/100)15

= 3406 Souls

Add Floating population as 15% of Designed population = 511 Souls

Total = 3917Souls

Requirement of water

Total Projected population of 2035 AD = 3917 Souls

Proposed rate of water supply/capita/day =12.11 GPD

Total requirement of water per day = 47435 GPD

Water requirement for cattleCow/Buffalo(2450 X 5.50) =13475GPD

Water requirement for sheep/goat (2600 x 1.00) = 2600 GPD

Total water requirement per day =63510 GPD

Add 17% losses for transmission & distribution losses = 10796 GPD


Storage Required Total ultimatum demand of water = 74306 GPD

11

Storage required for half day demand 74306/2= 37153 GPDSay= 40000 Gallons Therefore storage required (1x5000)=5000 Gallons (3 x10000) = 30000 Gallons Already Available Storage (1x5000) =5000 Gallons Therefore Net required Storage = 40000 Gallons

Design Population for 30 years period Design population as on 2050 AD = x (1+r/100)n

= 3917 (1+3.083/100)30 = 9740 Souls

Add Floating population as 15% of Designed population = 1461 Souls Total= 11201 Souls

Requirement of water for 30 Years Design period Total Projected population of 2050 AD = 11201 Souls

Proposed rate of water supply/capita/day =12.11 GPD

Total requirement of water per day = 135644 GPD

Water requirement for cattle Cow/Buffalo (2450 X 5.50) =13475 GPD

Water requirement for Sheep/Goat (2600 x 1.0) = 2600 GPD

Add 17% losses for transmission & distribution losses = 25792 GPD



SALIENT FEATURES

1) Name of the Scheme : WSS Bagla

2) Authority : Govt. of Jammu & Kashmir

3) Name of District : Rajouri

4) Name of Tehsil : Rajouri

5) Name of Block : Qila darhal

12

6) Name of Constituency : Rajouri

7) Scope of the scheme

: 1.Bagla 2.Parran 3.Sandargala 4.Mau

8) Population in year 2011as per cencus 2011

: 2797souls

9)

Present population in year 2020 With growth ratio 30.83% per annumn.

:

3696 souls

10) Designed population for next 15 year upto 2035 @ 30.83% per decade

: 5797 souls

11) Designed population for next 30 year upto 2050 @ 30.83% per decade

: 16577 souls

12) Household served by the Scheme Total No.of HH as per census 2011 Total present No.of HH in 2019 Total No.of HH covered with piped water Total No.of Schools

Total No. Of Anganwardi centre

Total No. Of health centre GP Building Total No.of HH yet to be covered with piped water.

: 548 710 350 05 04 NIL 01 360

13) Household uncovered Population uncovered @ 6 Persons/HH

: 360 3406 Souls

14) Designed population for next 15 year up to 2035 @ 3.082% increase

: 3917Souls

15) Designed population for next 15 year up to 2050 @ 3.082% increase

11201Souls

16) Source of scheme : Springs

17) Rate of water supply : 55 LPCD

18) Type of treatment : Chlorination

19) Method of distribution : Through PSPs and PCs

13

20) Estimated cost : Rs.351.00Lacs

21) Cost per capita:-

:

a)On present population(2020)

: Rs.10305.00

b) On designed population(2035)

: Rs. 8960.00

c) On designed population(2050)

Rs.3133.00

22)

Peak factor adopted : 3

23) Status of land

: Available

24) Time of completion : The work shall be completed in a period of 06 months subject to the availability of funds and key construction materials.


TECHNICAL REPORT

1 Name of

the scheme

: WSS Bagla under JJM

2 Authority : Govt. Of Jammu & Kashmir

3 Tehsil : Rajouri

4 Distt : Rajouri

5 Block : Qila Darhal

6 Type of Scheme

: Gravity /Lift

7 Type of Source

: Spring

8 Planning : The objective of a public protected water supply system is to

supply safe and clean water in adequate quantity,

conveniently and as economically as possible. The planning

may be required at national Level, state level or for region or

community level. Though the responsibility of the Department

incharge of planning of water supply system in each of these

cases is different, they still have to function within the

priorities fixed by the National and State Governments taking

into consideration, the areas to be provided with water supply

and the most economical way of doing it, keeping in view the

overall requirements of the entire area.

14

9 Location : The Village Bagla is located in foothills of Pir Panchal range

330–15’–7.56’’ N and 740–12’–43.56’’ E at a distance of 130

Kms toward North-West of Jammu near India-Pakistan

Border (Actual Line of Control). The village Bagla and its

adjoining mohras fall under the jurisdiction of Tehsil Rajouri

block Qila Darhal and is about 30 km from District Head

Quarter Rajouri.

10 History &

Necessity

: The part of the habitations falling under the proposed WSS

are presently getting partial water supply from existing spring

sources. The population of the area is very scattered, so

there are some left out pockets which are uncovered. The

discharge of existing in use natural sources available on hill

slopes have depleted. The existing water supply scheme has

already out-lived its design period due to increase in

population, so the water requirement has also increased.

Village Bagla is being covered presently by way of an existing

water facility through which 350 households are being

covered with FHTCs and 360 households are yet to be

covered with piped water system by way of minimum

extension @ 55 LPCD as per guidelines ofJal Jeevan

Mission.

Government of India has been launched an ambitious

programme namely Jal Jeevan Mission (JJM) to achieve the

above target in the country by 2024 with an aim to “HAR

GHAR NAL SE JAL” by installing 100% Functional

Household Tap Connection (FHTC) in every rural household.

Subsequently, the Government of Jammu and Kashmir has

decided to connect each and every household of the Union

Territory with piped water supply by December 2021 for

ensuring water security to its population. This shall be

achieved by providing 100% household portable water supply

@ 55 LPCD in rural areas. In this connection, BIS standards

quality compliant, sustainable sources are to be identified /

created with provision for piped water supply to the each

household of the village and its adjoining Mohras located at

higher contours.Hence necessity of preparation of this

scheme has arised.

11 Scope of

the scheme

: The Water Supply Scheme Bagla has been framed to cover

the cost for providing BIS standards quality compliant

portable water to each household at the rate of minimum

15

55LPCD through functional household tap connection in

Panchayat Bagla, Distt Rajouri, J&K.

12 Design

criteria

Introduction

There are two distinct aspects to the planning of water

supplies. The estimation of the future population, water

demand in the supply area & choosing the appropriate design

period. This chapter contains the basic design criteria for

various components of water supply systems, quality

standards. This chapter is organized in the following sections:

1.Population Forecast

2.Per Capita Water Supply

3.Design Period for different elements of Water Supply

system

4.Water Quality Standards

5.Power Supply

Population Forecast

The design population will be estimated with due regard to all

factors governing future growth and development of the

project area in the industrial, commercial, educational, social

and administrative spheres. The impact of some important

extraneous factors such as in-migration from other areas on

total population shall be considered. A judgment based on

these factors would help in selecting the most suitable

method of deriving the probable trend of the population

growth in the areas of the project area from out of the

following mathematical methods.

i.Arithmetical Increase Method

ii.Incremental Increase Method

iii.Geometric Increase Method

iv.Decrease growth method

Per Capita Water Supply

Piped water supplies for communities should provide

adequately for the following as applicable:

i) Domestic needs such as drinking, cooking, bathing,

washing, flushing of toilets, gardening etc.

ii) Institutional needs.

iii) Minimum possible UFW

16

In view of the requirements of JJM/recommendations of

CPHEEO water demand for design purpose shall be

considered as 55 LPCD minimum, at consumer end,with

institutional demand and losses in the system upto 20%.

Design Period for different elements of Water Supply

system

Based on the recommendations in the CPHEEO Manual on

water supply, following design periods have been adopted for

different components of water supply system:

1.Intake well,inspection well and jack well – 30 years

2.Raw water pumping main --15 years

3.Water Treatment Plant --15 years

4.Clear water main pipe line --30 years

5.Clear water ground/overhead tank --15 years

6.Pump house building --30 years

7.Pumping equipments(electric notes pumps --15 years

8.Distribution network --30 years

Effort has been made to adhere to the above CPHEEO

guidelines.

Water Quality Standards

The water quality standards specified in the CPHEEO

Manual on water supply for Physical, chemical and

Bacteriological quality will be followed is given below in Table

1.

Table 1: Treated Water Quality Guarantees

Parameters Units Required

Output

Standard Turbidity of the Effluent

from the Clarifiers

NTU ≤ 10

Treated Water Quality

Parameters

Turbidity of filtered

water

NTU < 1.0

Color (Units on

Platinum Cobalt Scale)

TCU ≤ 5

Taste and Odor SU Unobjectionable

pH SU 7- 8.5

Fecal Coliforms No. per 100

ml

0

17

Total Coliform

Organisms

No. per 100

ml

0

Total Iron as Fe mg/l ≤ 0.1

Residual Aluminum as

Al

mg/l ≤ 0.03

Manganese as Mn mg/l ≤ 0.05

Chlorides as (Cl) mg/l 200

Sulphates as (SO4) mg/l 200

Fluorides as (F) mg/l 1.00

Nitrates (NO3) mg/l 45.00

Alkalinity mg/l 200

Losses in the System

Treatment loss (WTP) - 3% maximum (with

recirculation)

Transmission losses - 2%

Distribution loss - 15%

Zonal (Nodal) reservoirs

Design Parameter for Overhead Tank/GLSR

1 Type of reservoir GLSR

2 Type of structure RCC

3 Minimum staging height 3.0 Mt. from Ground Level

4 Shape of tank Circular –Flat Slab OR

Dome OR Rectangular

type

5 Capacity of tank One hour for ultimate

demand

Pumping Main

Design Hours – The pipeline is designed for a daily run of 12

hours to supply the designed flow. G.I.Pipe is proposed.

Economical size – Most economic pipe size to be analyzed

as per the procedure specified in the Central Public Health

18

and Environmental Engineering Organization (CPHEEO)

Manual on Water Supply and Treatment.

Velocity in pipeline – The design velocity in the transmission

mains and feeder mains should preferably be not less than

0.8m/s and in no case greater than 3m/s.

Terminal pressure – The terminal pressure in the

transmission mains at the point of discharge into various OHT

reservoirs will be 1 to 1.5 m.

Internal Pressure – The operating pressure on the pipe

would be equal to the static pressure plus the frictional head.

The frictional head loss through the pumping main is to be

calculated with the Hazen Williams formula. The pipes are

internally lined and hence the roughness coefficient value (C

value) will be considered as 140 for analyzing the frictional

head loss. Head loss on account of fixtures and bends is to

be considered at 10% of the total frictional head loss.

Valves – The test pressure of the valve bodies should not be

less than (i) 1.5 times of the operating pressure or (ii)

operating plus water hammer pressure; whichever is more.

All types of valves including butterfly valves, sluice valves,

washout valves, pressure reducing valves and air valves

provided on the pumping main including the pump delivery

main, are proposed to have a pressure rating of PN 1.0-1.6.

13 Design

norms and

guidelines

: The present population in year 2020 has been worked out at

growth rate of 3.082% per annum.

ThePipe network has been designed for 30 years design

period w.e.f. Year 2020 (Base Year) up to year 2050 (design

year) but the Storage has been designed for 15 years design

period w.e.f. Year 2020 (Base Year) up to year 2035 (design

year) as per guidelines of CPHEEO manual.

Pipe lines have been designed using modified

Hazen William formula.

Hf = L (Q/CR)1.84

994.62 x D4.84

Cost of civil structures has been worked out at SSR of 2012

with 30% appreciation keeping in view the prevailing market

appreciation.

14 Population

projection

Population projections and requirement of water is worked out

as under:

19

and

requirement

of water

Present uncovered population works out to be 3406 souls up

to 2020. The designed population including average 3.082%

per annum increase on present population for the next 15

years works out to 3917 souls. Accordingly the requirement

of water for the designed population works out to 74306 GPD

@ 12.11 Gallon/capita/day.

15 Proposal : After thorough investigation and survey work, It is proposed

to tap 10 No.Spring sources at different location. The

discharge of these 10 No. springs is about 55 Gallon/min i.e;

3300 GPH or 79200GPD.The discharge of exiting 3 No.

tapped spring is1550 GPH or 35200GPD. These sources are

24X7 available for supply of portable drinking water to the

area. It is also proposed to install flow meters,level

transmitters and GPRS/GSM modem on every storage tank

for real time monitoring of the supply system.

16 Service

Reservoir/

Sump

Tanks

: It is proposed to construct two No.10000 Glns capacity sump

tank at different location for storage of water and then lift. It is

also proposed to construct Two No. Reservoirs of capacity

10,000 Glnseach at Bagla Top and at Parran Top for

providing drinking water to the public. It is also proposed to

construct one No. GSR of 5000 Glns capacity each at

Sangargala and Lower Parran for supply of water. It is also

proposed to construct one No.10000 Glns Sump Tank cum

service reservoir at central Parran for storage and supply of

water to the area.

17 Rising

Mains /

Gravity

mains

: It is proposed to lay 03 No.Independent 80 mm dia Rising

main from sources to existing Ground Service Reservoirs at

Bagla Top, Central Parran and Parran Top.

18 Pumping

machinery

: It is proposed to install Three Nos. HC pump sets with

specification 4000 GPH x 200mtr head and at base stage,

Stage 1st for pumping.

19 Electric Sub

Station

: Three Nos. 100 KV Electric Sub stations shall be erected at

base stage, stage 1st including extension of H.T / L.T Lines.

A provision for installation of three Nos. 100 KVA voltage

Stabilizers at base stage, stage 1st has also been kept in the

project report.

20 Distribution

system

: A well designed distribution system shall be laid from the

reservoirs to each and every household.

21 Other civil

structures

: It is proposed to construct Three No. Pump rooms at base

stage, Stage 1st for install pumping machinery.

20

22 Status of

Land

: Part land is available for construction of civil structures and

other allied work of the scheme. For remaining required land,

effort shall be made to utilise the State Land, if available,

otherwise proprietary land shall be acquired after following

the due land acquisition process.

23 Estimated

cost

: The work is estimated to cost Rs 351.00Lacsat rates of SSR

of 2012 with 30% appreciation, keeping in view the prevailing

market appreciation

24 Time of

completion

: The work shall be completed in a period of 6 months subject

to the availability of funds and key construction materials.


SOURCE CERTIFICATE

Certified that:

1. The proposed source of scheme is free from any dispute.

2. Discharge available is adequate and will cater the need of designed population proposed to be covered under the scheme.

3. The source taped will not adversely affect the water supply scheme (in case the same has been tapped from the existing scheme).

4. The scheme has been properly investigated and proposals are viable from the Techno – economic consideration.


GENERAL ABSTRACT OF COST

S.No.

Particulars Amount ( In lacs)

1 Cost A/c of Const. of 10000 glns Sump tank/GSR’s 5 Nos. @ 5.84 lacs/each.

29.20

2 Cost A/c of Const. of 5000 glns Sump tank/GSR’s 2 Nos. @ 3.58 lacs/each.

7.16

Cost A/c of Const. of Pump Room 3 Nos. @ 6.37 lacs/each. 19.11

3 Cost A/c of Const. of spring covering 10 Nos. springs @ Rs. 0.54 lacs/each

5.40

21

4 Cost A/c of Providing and laying of Distribution network 131.31

5 Cost A/c of Providing and laying of Rising Main 47.26

6 Cost on A/c of installation of pumping machinery, installation of 100 KVA stabilizers, and errection of electric substation.

64.57

7 Provision for installation of Flow metersfor 5 stations @ 2.00Lacs/No. 10.00

8 Provision for installation of level transmitters for 5 stations @ 1.00Lacs/No

5.00

9 Provision for installation of GPRS/GSM modem with UPS @ 1.00Lacs/No

1.00

10 Provision for construction of fencing around civil structure 3.00

11 Provision for Survey work and expenses on account of preparation of DPR (LS)

2.00

12 Provision for land compensation 10.00

Total 335.01

Add on account of work charge and contingencies @2.50% except item No. 6,7,8,9,10,11 & 12

5.98

Add on account of Consultancy charges @ 3.00%, except item Nos. 11 & 12

9.69

Grand Total

350.68

Say Rs. 351.00 Lacs


ABSTRACT OF COST FOR PROCUREMENT AND INSTALLATION OF PUMPING MACHINERY

S.No.

Particulars Amount (Rs. In lacs)

01. Procurement and installation of 4000GPH X 200mtrs

statical headHC pump set at Base Stage and stage1st

including standby for 3 Nos. Pumping station

6 Nos. @ Rs.6.00 lacs each

36.00

Procurement and installation of 3 Nos.100 KVA voltage

stabilizer

9.00

02 Errection of electric sub station

3 Nos.@ Rs.6.00 Lacs/No.

18.00

Total Rs.63.00

22

Add on account of work charge and contingencies

@2.50%

1.57

Total 64.57 Lacs


DETAILED ESTIMATE FOR CONSTRUCTION OF 10000 GALLON CAPACITY SERVICE RESERVIOR

S.No

Particulars Unit QTY. Rate Amount

1 Clearing jungle including uprooting of rank vegetation bushes etc. 8.50x8.50 = 72.25 m2

Sqm

72.25

5.85

423.00

2 Earth work in excavation in 80% all kind of soil and 20% ordinary rock π/4(6.70+8.70)2 x1.0 = 46.54 m3

2 For Pipe 2 x 6.25 x 0.70 x 0.50 = 4.37 m3

Drain Π/4 x (9.102-7.502) x .30 = 6.25 m3 Total = 57.16 m3

Cum

57.16

292.55

16724.00

3 Providing and laying of cement concrete in 1:4:8 mix with 40mm nominal size of aggregate. π/4(6.10)2 x0.20 =5.84 m3

π/4(7.502- 5.102) x0.15 =3.56 m3 Drain bed Π/4 x (8.702-7.52) x 0.10 = 1.52 m3 Total = 10.92m3

Cum

10.92

3112.80

33992.00

4 Providing and laying of cement concrete in 1:2:4 mix Drain Π/4 x (8.702-8.302) x 0.30 = 1.60 m3

Π/4 x (7.92-7.502) x 0.30 = 1.45 m3

Π/4 x (8.702-7.502) x 0.10 = 1.52 m3

Total = 4.57 m3

Cum 4.57 4575.00 20935.00

5 Filling of excavated earth in to trench 40% of item no.(2) = 40% x 57.16 =22.86 m3

Cum

22.86

85.25

1949.00

6 Providing and laying reinforced cement concrete in 1:1.50:3 mix using 20 mm nominal size of aggregate. Bed = π/4(5.10)2 x0.15 = 3.06 m3 Gola= πx4.80x1/2x0.30x0.30 = 0.67 m3

Wall= π/4(5.102- 4.802) x2.85 = 6.64 m3 Total = 10.37 m3

Cum

10.37

6280.95

65133.00

23

7 Providing and laying reinforced cement concrete in 1:2:4 mix using 20 mm nominal size of aggregate. Dome=2π x 3.0 x 1.20 x 0.10= 2.26 m3

Beam= π/4(5.702- 4.802) x0.20 =1.48 m3

D/d M.H= 1x0.60x 0.60 x0.10= (-) 0.04 m3

Total = 3.70 m3

Cum

3.70

6033.05

22322.00

8 Centring and shuttering incl. strutting, propping etc. and removal of form for; Foundation footing=πx6.10x0.20=3.83 m2

Drain Π x 7.90 x .30 = 7.44 m2 Π x 8.30x .30 = 7.81 m2 Π x 8.70 x 0.40 = 10.92 m2

= 30.0 m2

Sqm

30.00

179.25

5377.00

9 Centring and shuttering incl. strutting, propping etc. and removal of form for; Wall outer side= πx5.10x 3.00 =48.04 m2

Wall inner side=πx4.80x2.85 = 42.95 m2

Total = 90.99 m2

Sqm

90.99

342.80

31193.00

10 Centring and shuttering incl. strutting, propping etc. and removal of form for Beam= 2 π x (5.70+5.10)/2 x 0.20

= 6.78 m2

Sqm

6.78

305.70

2073.00

11 Centring and shuttering incl. strutting, propping etc. and removal of form for Dome = 2 π x 3.0 x 1.20 = 22.60m2

Sqm

22.60

1425.70

32232.00

12 Extra for centring and shuttering in circular work (20% of respective centring and shuttering items) Qty.vide item No.7 = 3.70m2

Sqm

3.70

35.85

133.00

13 Extra for centring and shuttering in circular work (20% of respective centring and shuttering items) Qty.vide item No.9 = 90.99 m2

Sqm

90.99

68.56

6238.00


Sqm

6.78

61.14

415.00

15 15mm thick cement sand plaster in 1:3 mix. Wall outer side=πx5.10x3.00 = 48.04 m2

Wall inner side= π x 4.80 x 2.85 = 42.95 m2

Beam=2πx (5.70+5.10) x 0.20 = 6.78 m2

2 Dome= 2 x π x 3.0 x 1.20 = 22.60 m2

Total = 120.37 m2

Sqm

120.37

248.90

29960.00

16 Extra for plaster in case of circular work. Qty. vide item No. 15 = 120.37 m2

Sqm

120.37

19.90

2395.00

24

17 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars Qty. vide item No.6&7 = 14.07 m3 @ 80 Kg/m3 = 1126 Kg = Say 1150 Kg

Kg

1150

71.00

81650.00

18 50 mm thick cement concrete flooring in 1:2:4 mix. π/4 x (7.502- 5.102) = 23.73 m2

Sqm

23.73

370.20

8785.00

19 Dry stone masonry. 15 x 0.60 + 0.80 x 0.90 =9.45 m3

2

Cum

9.45

1304.45

12327.00

20 Supply of manhole cover. One No.

No.

1

1800.00

1800.00

21 Supply of PVC air bend = 4 No. No 4 89.00 356.00

22 Providing and incorporating during concreting GP sheet strip water seal 1.25mm thick at joints so as to form a continuous barrier .

π x 3 x 4.95x0.25= 11.65 m2 @ 7kg/m2=82KG

Kg

82.00

52.00

4243.00

23 Steel work for ladder = 60 Kg Kg 60.00 83.85 5031.00

24 Finishing of wall with cement paint Wall inner side=πx 4.80x 3.05 = 45.96 m2

Dome= 2 x π x 3.0 x 1.20 = 22.60 m2

Total = 68.56 m2

Sqm

68.56

56.90

3902.00

25 Extra for water proofing material Kg 100 43.95 4396.00

26 Labour engaged for fixing of manhole cover and PVC air bend. 01 No.Mason for 01 day 02 No. Mazd. For 01 day

Day Day

1 2

450.00 300.00

450.00 600.00

MATERIAL CONSUMPTION CHART

ITEM No. QTY

CEMENT SAND AGGREGATE STEEL

Rate Qty.

03)C. Conc.

1:4:8

10.92 m3 3.40 37.12 5.15 10.31

04)C. Conc. 1:2:4

4.57 m3 6.40 29.24 2.03 4.06

06)R.C.C. 1:1.50:3

10.37 m3 8.00 82.96 4.32 8.64

07)R.C.C. 1:2:4

3.70 m3 6.40 23.68 1.64 3.28

15)15 mm plaster

1:3 Mix

120.37 m2

21.94% 26.40 2.00 -------------------

25

18)50mm thick

Flooring 1:2:4

19.15m2 0.404 7.73 0.42 0.84

TOTAL Say =

207.13 207Bags

15.56 m3

27.13 m3 1150 Kg

CARRIAGE OF MATERIAL

27 Cement/Steel 40 Km by M/T Cement = 10.35 MT Steel = 1.15MT Total = 11.50 MT

MT

11.50

268.61

3089.00

28 Sand 40 Km by M/T Qty. 15.56m3

cum

15.56

302.18

4701.00

29 Aggregate 40 Km by M/T Qty. 27.13 m3

cum

27.13

302.18

8198.00

30 Cement/Steel 2000 mtr. by H/L Cement = 10.35 MT Steel = 1.15 MT

MT MT

10.35 1.15

287.60 617.81

2968.00 710.00

31 Sand/Aggregate 2000 mtr. by H/L Sand = 15.56m3

Aggregate = 27.13 m3 Total= 42.69 m3

cum

42.69

691.33

29512.00

32 Stone/Boulders 1000 mtr. By H/L Qty. =9.45 m3

cum 9.45 571.17 5397.00

TOTAL 449609.00

Add 30% above on all items except item Nos.(26) i.e. on ₹ 448559.00

134567.00

GRAND TOTAL 584176.00

Say Rs.5.84 Lacs


DETAILED ESTIMATE FOR CONSTRUCTION OF 5000 GALLON CAPACITY SERVICE RESERVIOR

S.No


1 Clearing jungle including uprooting of rank vegetation bushes etc. 8.00x8.00 = 64 m2

Sqm

64.00

5.85

374.00

2 Earth work in excavation in 80% all kind of soil and 20% ordinary rock π/4(4.20+7.20)2 x0.70 = 17.85 m3

2 For Pipe 2 x 6.25 x 0.70 x 0.50 = 4.37 m3

Drain π/4(6.62- 5.402) x0.50 =5.65 m3

26

Total = 27.87 m3 Cum 27.87 292.55 8153.00

3 Providing and laying of cement concrete in 1:4:8 mix with 40mm nominal size of aggregate. π/4(4.20)2 x0.20 =2.77 m3

π/4(5.402- 3.402) x0.15 =2.07 m3

drain π/4(6.62- 5.402) x0.100 =1.13m3 Total = 5.97m3

Cum

5.97

3112.80

18583.00

4 Filling of excavated earth in to trench 40% of item no.(2) = 40% x 27.87 =11.15 m3

Cum

11.15

85.25

950.00

5 Providing and laying of cement concrete in 1:2:4 mix with 20mm nominal size of aggregate. Drain π/4(6.62- 5.402) x0.100 =1.13m3 π/4(5.802- 5.402) x0.300 =1.05m3 π/4(6.62- 6.202) x0.300 =1.20m3 Total = 3.38 m3

Cum

3.38

4575.00

15463.00

6 Providing and laying reinforced cement concrete in 1:1.50:3 mix using 20 mm nominal size of aggregate. Bed = π/4(3.40)2 x0.15 = 1.36 m3

Gola= πx3.10x1/2x0.30x0.30 = 0.43 m3

Wall= π/4(3.402- 3.102) x3.00 = 4.59 m3 Beam= π/4(3.802- 3.402) x0.20 = 0.45 m3

Total =6.83 m3

Cum

6.83

6280.95

42898.00

7 Providing and laying reinforced cement concrete in 1:2:4 mix using 20 mm nominal size of aggregate. Dome=2π x 1.90 x 0.80 x 0.10 = 0.95 m3

D/d M.H= 1x0.60x 0.60 x0.10= (-) 0.04 m3

Total = 0.91 m3

Cum

0.91

6033.05

5490.00

8 Centring and shuttering incl. strutting, propping etc. and removal of form for; Foundation footing= π x 4.20 x 0.20 = 2.63 m2

Drain Π x 5.80 x .30 = 5.46 m2 Π x 6.20x .30 = 5.84 m2 Π x 6.60 x 0.40 = 8.28 m2

Total = 22.21 m2

Sqm

22.21

179.25

3981.00

9 Centring and shuttering incl. strutting, propping etc. and removal of form for; Wall outer side= π x 3.40 x 3.00

= 32.03 m2


Total = 61.23 m2

Sqm

61.23

342.80

20990.00

27

10 Centring and shuttering incl. strutting, propping etc. and removal of form for Beam= 2 π x (3.80+3.40)/2 x 0.20 = 4.52 m2

Sqm

4.52

305.70

1381.00

11 Centring and shuttering incl. strutting, propping etc. and removal of form for Dome = 2 π x 1.90 x 0.80 = 9.54 m2

Sqm

9.54

1425.70

13601.00


Sqm

2.63

35.85

94.00


Sqm

61.23

68.56

4198.00


Sqm

4.52

61.14

276.00

15 15mm thick cement sand plaster in 1:3 mix. Wall outer side= π x 3.40 x 3.00

= 32.03 m2


Beam= 2 π x (3.80+3.40) x 0.20 = 4.52 m2

2 Dome = 2 x π x 1.90 x 0.80 = 9.54 m2

Total = 79.29 m2

Sqm

79.29

248.90

19735.00

16 Extra for plaster in case of circular work. Qty. vide item No. 14 = 79.29 m2

Sqm

79.29

19.90

1577.00

17 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars Qty. vide item No.5&6 = 7.74 m3 @ 90 Kg/m3 = 696.60 Kg = Say 700 Kg

Kg

700

71.00

49700.00

18 50 mm thick cement concrete flooring in 1:2:4 mix. π/4 x (5.402- 3.402) = 13.81 m2

Sqm

13.81

370.20

5112.00

19 Dry stone masonry. 15 x 0.60 + 0.80 x 0.90 =9.45 m3

2

Cum

9.45

1304.45

12327.00

20 Supply of manhole cover. One No.

No.

1

1800.00

1800.00

21 Supply of PVC air bend = 4 No. No 4 250.00 35600

22 Providing and incorporating during concreting GP sheet strip water seal 1.25mm thick at joints so as to form a continuous barrier .

28

π x 3 x 3.25x0.25 = 7.65 m2 @ 7kg/m2 =53.55Kg Say 55 Kg

Kg 55.00 52.00 2860.00

23 Steel work for ladder = 60 Kg Kg 60.00 98.15 5889.00

24 Finishing of wall with cement paint Wall outer side=πx3.40x1.50 = 16.01 m2

Beam=2 π x (3.80+3.40)x0.20 = 4.52 m2

2 Dome= 2 x π x 1.90 x 0.80 = 9.54 m2

Total = 30.00m2 .

Sqm

30.07

56.90

1710.00



Day Day

1 2

450.00 300.00

450.00 600.00


ITEM QTY


Rate Qty.

C. Conc. 1:4:8

5.97 m3 3.40 20.29 2.81 5.62

C. Conc. 1:2:4

3.38 6.40 21.63 1.47 2.94

R.C.C. 1:1.50:3

6.83 m3 8.00 54.64 3.07 5.80

R.C.C. 1:2:4

0.91 m3 6.40 5.82 0.40 0.77

15 mm plaster 1:3 Mix

79.29 m2 21.94% 17.39 1.42 -------------------

50mm thick

Flooring 1:2:4

13.81m2 0.404 5.58 0.30 0.60

TOTAL Say =

125.35 125

Bags

9.47 m3 15.73 m3 700 Kg


27 Cement/Steel 40 Km by M/T Cement = 6.25 MT Steel = 0.70 MT Total = 6.95 MT

MT

6.95

268.61

1866.00

28 Sand 40 Km by M/T Qty. 9.47 m3

Cum

9.47

302.18

2861.00


Cum

15.73

302.18

4753.00

30 Cement/Steel 2000 mtr. by H/L Cement = 6.25 MT

MT

6.25

287.60

1797.00

29

Steel = 0.70 MT MT 0.70 617.81 432.00

31 Sand/Aggregate 2000 mtr. by H/L Sand = 9.47 m3

Aggregate= 15.73 m3 Total= 25.20 m3

Cum

25.20

691.33

17421.00

32 Stone/Boulders 1000 mtr. By H/L Qty. =9.45 m3

Cum 9.45 571.17 5397.00

TOTAL 275672.00

Add 30% above on all items except item Nos.25 i.e. on ₹ 274422.00

82386.00


Say Rs.3.58 Lacs WATER SUPPLY SCHEME BAGLA UNDER JJM

DETAILED ESTIMATE FOR CONSTRUCTION OF PUMP ROOM CUM

OPERATER QUARTER

S.No


1 Clearing jungle including uprooting of rank vegetation bushes etc. 10.00x14.00 = 140.00 m2

sqm

140.00

5.85

819.00

2 Earth work in excavation in 80% all kind of soil and 20% ordinary rock L/W = 2 x27’-6” x3’ x3’-6” = 577.50 cft S/W = 3 x9’-9” x3’ x3’-6” = 307.12 cft

Total = 884.62 cft Or 25.04 m3

cum

25.04

292.55

7325.00

3 Providing and laying of cement concrete in 1:4:8 mix with 40mm nominal size of aggregate. L/W = 2 x27’-6” x3’ x0’- 6” = 82.50 cft S/W = 3 x9’-9” x3’ x0’- 6” = 43.87 cft

U/floor=(15’x12’+8.X12’)6” =69.00 cft

Total = 195.37 cft Or 5.53 m3

cum

5.53

3112.80

17213.00

4 Filling of excavated earth in to trench 40% of item no.(2)= 40% x 25 = 10 m3

cum

10.00

85.25

852.00

5 Providing and laying cement concrete in 1:3:6 mix using 20 mm nominal size of aggregate with 30% boulders. 1st Step L/W= 2 x27’ x2’-6” x1’- 6” = 202.50 cft S/W = 3 x10’-3” x2’-6” x 1’-6” =115.31 cft 2nd Step

L/W = 2 x26’-6” x2’-0” x1’- 6”= 159.00 cft S/W = 3 x10’-9” x2’-0” x1’- 6” = 96.75 cft 3rd Step

L/W = 2 x25’-9” x1’-3” x1’- 6” = 96.75 cft S/W = 3 x11’-6” x1’-3” x1’- 6” = 64.68 cft

30

Total = 734.80 cft Or 20.80 m3

C.concrete70%=14.56m3x70%=11.76 m3 Boulders 30% =6.24 m3x 30%=5.04 m3

cum cum

14.56 6.24

3707.40 327.05

53980.00 2040.00

6 40 mm D.P.C. in 1:2:4 mix using 20 mm nominal size of aggregate.

L/W = 2 x25’-9” x1’-3” = 64.38 sft S/W = 3 x11’-6” x1’-3” = 43.12 sft

Total = 107.50 cft Or 9.98 m2

sqm

9.20

227.50

2093.00

7 Brick masonry in cement mortar 1:6 mix. L/W = 2 x25’-6” x10’ x 9” = 382.50 cft S/W = 3 x12’-0” x10’ x 9” = 270.00 cft

Parapet L/W =2x 25’-6” x1’-6”x 4.5” = 28.69 cft S/W =3 x12’-0” x1’-6” x 4.5” = 20.25 cft

D/d opening Door = 1x 4’x8’-6”x9”=(-)25.50 cft Window=1x3’x8’-6”x9” =(-) 19.12 cft Window= 3x3’x6’x9” =(-) 40.50 cft Beam =1x25’-3”x9”x9” =(-)14.20 cft =2x6’x9”x9” =(-)6.75 cft Total Deduction =121.07 Cft Net total after D/d = 567.62 cft Or 16.31 m3

cum

16.31

4551.45

74234.00

8 Extra for brick masonry over plinth level Qty. vide item No.(7) =16.31 m3

cum

16.31

706.50

11523.00

9 Structural steel work including frame/ shutter Qty.(L.S) =350 Kg

Kg

350.00

80.60

28210.00

10 Providing and fixing MS steel for door/windows with frame 40 x 40 x 6 mm angle iron Qty. Vide item 7 D/d of door & windows= 100.12 cft Or 133.49 Sft Or 12.49 m2

sft

12.49

3171.40

39610.00

11 50 mm thick cement concrete flooring in 1:2:4 mix with 20 mm nominal size of aggregate. 15’ x12’+8’x12’ =276.00 sft Or 25.64 m2

sqm

25.64

370.20

9491.00

12 R.C.C. in1:2:4 mix with 20 mm nominal size of aggregate. Slab = 29’-3” x 17’-6” x 4.50”= 191.95 cft Beam = 25’x 9” x 9” =14.20 cft 2 x 6’ x 9” x 9” = 6.75 cft

Total = 212.90cft Or 6.00 m3

cum

6.00

5776.45

34658.00

13 Reinforcement for R.C.C works including straightening, cutting, bending, placing in

31

position and binding all complete. Cold twisted bars Qty.= 550 Kg

Kg

550

71.00

39050.00

14 Making plinth protection 50 mm thick in 1:3:6 mix 2 x (29’-3” +13’-6”) x 2’ =171.00 sft Or 15.88 m2

sqm

15.88

328.30

5213.00

15 Centring and shuttering incl. strutting, propping etc. and removal of form for; Foundation footing 1st Step L/W=2x2(27’ x1’-6”) = 162sft S/W=2x3(10’-3” x1’-6”) = 92.25 sft 2nd Step L/W=2x2(26’-6” x1’-6”) = 159.00sft S/W=2x3(10’-9” x1’-6”) = 96.75 sft 3rd Step L/W=2x2(25’-9” x1’-6”) = 154.50sft S/W=2x3(11’-6” x1’-6”) = 103.50 sft Total =768.00 sft Or = 71.34 m2

sqm

71.34

179.25

12787.00

16 Centring and shuttering incl. strutting, propping etc. and removal of form for; Slab Room= 15’ x12’ = 180 sft Kitchen=8’ x 12’ =96 sft Gallery= 74’-6” x 2’ =149 sft Beam = 2 x 25’-3”x9” = 37.87 sft

=2x2x6’x9” = 18.00 sft Total = 480.87 sft = 53.96 m2

sqm

53.96

372.40

20094.00

17 Centring and shuttering incl. strutting, propping etc. and removal of form for; Edges of slab=74’-6” =82 Rft =22.35 Rmt

Rmt

22.35

176.55

3945.00

18 15mm thick cement sand plaster in 1:4 mix . Outer side including parapet: L/W2x25’-3”x11’-6” = 568.12 sft-------(A) S/W=2x12’ x 11’-6”) = 684.75 sft-------(A) Room inner side = 2x(15’+12)x 10’ = 540.00 sft-------(B) Kitchen =2x (8’+12’)x 10 =400.00 sft------------(B) Parapet inner =2x(25’-3”+12’-”)x1’-6”=111.75Sft-----(A) Top= 74’-6” x 4.5”= 27.93 Sft ---------(A) Roof=(15’x12’+8’x12’)=276 sft--------(B) Gallery=74’-6” x 2’ =149.00sft---------(B) Total =2348.80 sft D/d Door/window Qty.vide itemNo.10=133.49x 2=267.00sft

32

Net Qty.=2348.80-267.00=2081.80 Sft Or = 193.40m2

sqm

193.40

184.65

35711.00

19 White washing. Qty. vide item No.(18-B)= 1365.00 sft D/d opening item. (10)= (-) 133.49 sft Total =1231.51 sft or 114.41 m2

sqm

114.41

15.90

1819.00

20 Finishing of wall with cement paint Qty. vide item No.(18-A) = 983.80 sft D/d opening item(10) =(-) 133.49 sft Total = 850.31 sft Or 79.00 m2

sqm

79.00

56.90

4495.00

21 Priming coat on steel work Qty vode item No.(10)

2 x 133.49sft or 24.80m2

sqm

24.80

27.80

689.00

22 Painting on steel work. Qty. vide item No. (21) = 24.80 m2

sqm

24.80

69.30

1718.00


24 Providing and fitting of electric fitting including supply of material.(To be paid as per actual) L.S.

LS

10000.00

Rs.419766.00 MATERIAL CONSUMPTION CHART

ITEM No. QTY

CEMENT SAND Bajri STEEL Bricks

Rate Qty.

C. Conc. 1:4:8

5.52 m3 3.40 18.77 2.60 4.62

C.Conc. 1:3:6

12.50 m3 4.40 52.80 5.88 11.12

40mm thick DPC 1:2:4

3.04 m3 6.40 19.45 1.30 2.58

50mm thick Flooring 1:2:4

25.64m2 0.404 10.35 0.56 1.12

R.C.C 1:2:4

6.00 m3 6.40 38.40 2.58 5.34 550

B. Mas. 1:6

16.31m3 1.20 20.38 4.34 -------------

8000

Plinth prot. 1:3:6

0.80 m3 4.40 3.52 0.38 0.71

15 mm plaster 1:4 Mix

193.40 m2

0.17 33.80 3.48 -------------

TOTAL Say=

197.47 198

Bags

20.94 m3

=21 m3

25.50 m3

550 Kg

8000 Nos.


25 Cement/Steel 30 Km by M/T Cement = 9.90 MT

33

Steel = 0.55 MT Total = 10.45 MT

MT

10.45

268.61

2806.00


cum

21.00

302.18

6345.00


cum

25.50

302.18

7705.00


MT MT

9.90 0.55

287.60 617.81

2847.00 339.00



cum

46.50

691.33

32146.00

30 Stone/Boulders 1000 mtr. By H/L Qty. = 6.24 m3

cum

6.24

571.17

3564.00

31 Bricks 30 Km by M/T and 1500 Mtr.by H/L Qty vide item No.(7) = 13.70 m3 @ 475/m3 = 8000 Nos

Nos.

8000

2095.75

1000

16766.00

TOTAL 492684.00

Add 30% above onS.S. 2012 all items except item No.24 i.e. on ₹

482684.00

144805.00


Say ₹ 6.37 Lacs WATER SUPPLY SCHEME BAGLA UNDER JJM

DETAILED ESTIMATE FOR CONSTRUCTION OF SPRING COVERING

1.20X1.20X1.20 Mtr.

S.No


1 Clearing jungle including uprooting of rank vegetation bushes etc. 5.00 x 5.00 = 25.00 m2

Sqm

25.00

5.85

146.00

2 Earth work in excavation in 80% all kind of soil and 20% ordinary rock. L/Wall=2 x 1.95 x 0.60 x 0.60 = 1.40 m3

S/wall=2 x 0.75 x 0.60 x 0.60 = 0.54 m3

Total = 1.94 m3

Cum

1.94

292.55

567.00

3 Providing and laying of cement concrete in 1:4:8 mix with 40mm nominal size of aggregate. L/Wall=2 x 1.95 x 0.60 x 0.15 = 0.35 m3

S/wall=2 x 0.75 x 0.60 x 0.15 = 0.13 m3

Total = 0.48 m3

Cum

1.10

3112.80

1494.00

34

4 Providing and laying cement concrete in 1:3:6 mix with 20 mm nominal size if aggregate L/Wall=2 x 1.65 x 0.45 x 0.60 = 0.89 m3

S/wall=2 x 1.05 x 0.45 x 0.60 = 0.57 m3

Total = 1.46 m3

Cum

1.46

3707.40

5412.00

5 Providing and laying reinforced cement concrete in 1:2:4 mix using 20 mm nominal size of aggregate. L/Wall=2 x 1.50 x 0.15 x 1.20 = 0.54 m3

S/wall=2 x 1.20 x 0.15x 1.20 = 0.43 m3

Total = 0.97 m3

Cum

0.97

5587.45

5420.00

6 Providing and laying reinforced cement concrete in 1:2:4 mix using 20 mm nominal size of aggregate. Slab = 1.50 x 1.50 x 0.10 = 0.23 m3

D/d M.H=1x0.45x 0.45 x0.10 = (-) 0.02 m3

Total = 0.21 m3

Cum

0.21

5776.45

1213.00

7 Centring and shuttering incl. strutting, propping etc. and removal of form for; Foundation L/Wall = 2x2 x1.95 x 0.15 = 1.17 m2

S/Wall = 2x2 x 0.75 x 0.15 = 0.45 m2 L/Wall = 2x2 x1.65 x 0.45 = 2.97 m2

S/Wall = 2x2 x 1.05 x 0.45 = 1.89 m2 Total = 6.48 m2

Sqm

6.48

179.25

1161.00

8 Centring and shuttering incl. strutting, propping etc. and removal of form for; Walls L/Wall = 2x2 x1.50 x 1.20 = 7.20 m2

S/Wall = 2x2 x 1.20 x 1.20 = 5.76 m2

Total = 12.96 m2

Sqm

12.96

342.80

4442.00

9 Centring and shuttering incl. strutting, propping etc. and removal of form for Slab = 1.20 x 1.20 = 1.44 m2

Sqm

1.44

372.40

536.00

10 Centring and shuttering incl. strutting, propping etc. Edges of slab = 4 x 1.50 = 6.00 Rmt

Rmt

6.00

176.55

1059.00

11 15mm thick cement sand plaster in 1:3 mix . Wall outer= 4 x1.50 x 1.20 = 7.20 m2

Wall inner = 4 x 1.20 x 1.20 = 5.76 m2

Slab =1.20 x 1.20 = 1.44 m2

Total = 14.40 m2

Sqm

14.40

248.90

3584.00

12 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars Qty. vide item No.5&6 = 1.18 m3 @ 100 Kg/m3 = = 118 Kg = Say 120 Kg

Kg

120

71.00

8520.00

13 Supply of manhole cover.

35

One No. No. 1 1800.00 1800.00

14 Finishing of wall with cement paint Wall outer = 4 x1.50 x 1.20 = 7.20 m2

Slab =1.20 x 1.20 = 1.44 m2

Total = 8.64 m2

sqm

8.64

56.90

492.00



Day Day

1 1

450.00 300.00

450.00 300.00


ITEM No. QTY


Rate Qty.

03)C. Conc. 1:4:8

0.48 m3 3.40 1.63 0.23 0.43

04)C.Conc. 1:3:6

1.46 m3 4.40 6.42 0.68 1.30

5,6)R.C.C. 1:2:4

1.18 m3 6.40 7.55 0.53 1.00

12)15 mm plaster1:3 Mix

14.40 m2

21.94% 3.16 0.26 -------------------

TOTAL Say=

18.76 19

Bags

3.06 m3 2.73 m3 120 Kg


19 Cement/Steel 30 Km by M/T Cement = 0.95 MT Steel = 0.12 MT Total = 1.07 MT

MT

1.07

268.61

287.00


Cum

1.70

302.18

513.00


Cum

2.73

302.18

824.00


MT MT

0.95 0.12

287.60 617.81

273.00 74.00



Cum

4.43

691.33

3062.00

TOTAL 41980.00

Add 20% above on all items except item Nos.(16) i.e. on ₹ 41230.00

12369.00


Say ₹ 0.54 Lacs

36


DETAILED ESTIMATE FOR PROVIDING AND LAYING OF DISTRIBUTION SYSTEM

Particulars of items Rate Amount

A. Material Cost:

G.I pipes 65 mm Ф = 2500m (Light)







Total

Add 5% as pipe special

Total

506/m

366/m

291/m

231/m

184m

132/m

96/m

1265000.00

1830000.00

1891500.00

1617000.00

1196000.00

660000.00

480000.00

8939500.00

446975.00

9386475.00

B Civil Work :

1. Carriage of pipe from divisional store to stacking

place avg. Distance 30km by MT and 2000 mtr. By

head load.

G.I pipes 65 mm Ф = 2500m x 5.80kg/m =14500.00

G.I pipes 50 mm Ф = 5000m x 4.11kg/m =20550.00

G.I pipes 40 mm Ф = 6500m x3.25kg/m =21125.00

G.I pipes 32 mm Ф = 7000m x 2.58 kg/m =18060.00

G.I pipes 25 mm Ф = 6500m x 2.01kg/m=13065.00



Total =99150.00 kg

Say 99.15MT

Add 200% above on carriage by M/T And H/L

732.68/MT

200%

72645.00

145290.00

2 General site clearance including cutting of runk

vegetation etc.

30000 X1.50 = 45000 Sqm Take 60% Qty

45000X 60% = 27000 Sqm.

5.85/m2

157950.00

37

3. Earthwork excavation in foundation for laying of

Pipes, Cables etc. in 80% all kind of soil and 20%

ordinary rock.

G.I pipe 65 mm Ф = 2500m x 0.60x 0.50 =750.00

G.I pipe 50 mm Ф = 4500m x 0.60x 0.50 =1350.00

G.I pipe 40 mm Ф=6000m x 0.50x 0.50 =1500.00

G.I pipe 32 mm Ф =5500m x 0.50x 0.45 = 1237.50

G.I pipe 25 mm Ф =5000m x 0.45x 0.45 = 1012.50

G.I pipe 20 mm Ф =1000m x 0.40x 0.40= 160.00

G.I pipe 15 mm Ф =1000m x 0.40x 0.30= 120.00

Total 6130.00 m3

292.55/m3

1793331.00

4. Laying& fitting of G.I Pipes.

G.I. pipe 65 mm Ф = 2500m

G.I.pipe 50 mm Ф = 5000m


G.I.pipe 32 mm Ф= 7000m




47.15/m

27.75/m

26.60/m

20.25/m

19.40/m

13.05/m

12.25/m

`117875.00

138750.00

172900.00

141750.00

126100.00

65250.00

61250.00

5.Refilling of excavated earth taking 90% of item (3).

6130.00 m3x 90% = 5517.00 m3.

85.25/m3

470324.00

6. Labour required for carriage of pipe from stacking

place to actual site of work along alignment, cutting &

rethreading of damaged end of pipes, bending to

required angle for PSP’s including carriage to bend site

and back, watch &ward of pipes and material including

testing and commissioning etc.

3% of cost of material i.e. on Rs.9386475.00

281594.00

Total(B) 3745009.00

Add cost of material 9386475.00

Grand Total 13131484.00

Say Rs.131.31 Lacs.


DETAILED ESTIMATE FOR PROVIDING AND LAYING OF RISING MAINS

S.No

Particulars of items Rate Amount

A. Material Cost:

G.I pipes 80 mm Ф = 5000m (Medium)

Add 5% as pipe special

Total

661/m

3305000.00

165250.00

3470250.00

38

B Civil Work :

Carriage of pipe from divisional store to stacking place

av. Distance 30km by MT and 2000 mtr. By head load.

G.I pipes 80 mm Ф=5000m x 8.54kg/m =42700Kg

Say 42.70MT

Add 200% above on carriage by M/T And H/L

732.68/MT

200%

31285.00

62570.00

2 General site clearance including cutting of runk

vegetation etc.

5000 X1.50 = 7500 Sqm Take 60% Qty

7500X 60% = 4500 Sqm.

5.85/m2

26325.00

3. Earthwork excavation in foundation for laying of

Pipes, Cables etc. in 80% all kind of soil and 20%

ordinary rock.

G.I pipe 80 mm Ф =5000m x 0.70 x 0.60 = 2100m3

292.55/m3

614355.00

4. Laying & fitting of G.I Pipes

G.I pipe 80 mm Ф = 5000m

51.10/m

255500.00

5. Refilling of excavated earth taking 90% of item (3-A).

2100 m3x90% = 1890 m3.

85.25/m3

161122.00

6. Labour required for carriage of pipe from stacking

place to actual site of work along alignment, cutting &

rethreading of damaged end of pipes, bending to

required angle for PSP’s including carriage to bend site

and back,watch &ward of pipes and material including

testing and commissioning etc.

3% of cost of material i.e.on Rs.3470250.00

104107.00

Total(B) 1256264.00

Add cost of material

3470250.00

Grand Total : 4726514.00

Say Rs.47.26 Lacs

39


Dsign of Rising Main from Stage 1st to 10000 Gln GSR at Parran Top

RL at Base Stage = 100.00 m RL at 10000 GLNS GSR = 265.00M Level Difference = 165.00 m Height of GSR = 3.00 m Length of rising main = 1500 Mtr. Design population = 2400 souls Water requirement @ 12 GPCD = 2400 x 12 = 28800 GPD Assumed 8 Hours per day pumping Design Discharge (Q) = 28800 x 4.54 = 4.54x10-3 = 0.00454cumec 1000x 3600x8 D. Max = 1.22 Q1/2 = 1.22(0.00454)1/2 = 0..82 m =82 mm D. Min = 0.969 Q1/2 = 0.969(0.00454)1/2

=0.065 m = 65 mm Let us proposed a Rising main of dia= 80 mm..

Head Loss due to friction =Hf = L (Q/CR)1.84

994.62 x D4.84 = 1500 [ 0.00454] 1.84 0.805

994.62 x 0.0804.84 = 22.37 Mtr.

Add for losses on a/c of pipes special @ 10% = 10% x 22.37 = 2.23 Mtr. Total Head Loss = 22.37 + 2.23= 24.60 Mtr. Therefore total head against which pumping is to be done = = 165+ 3.00 + 24.60 = 192.60 Mtr.

Therefore it is recommended to install horizontal centrifugal pump of head 200 Mtr.

Taking efficiency of motor and pumps as 60% and 70%

HP = WQH 75 n = 1000 x 0.00454 x 200= 28.82 H.P 75 x 0.60 x 0.70 Say 30 H.P

40

Therefore it is recommended to install pumping machinery with specification as under:-

HC Pump with head = 200 Mtr. Discharge = 4000 GPH

HP = 30 H.P.


Dsign of Rising Main from Base Stage to 10000 Gln GSR at BaglaTop

RL at Base Stage = 100.00 m RL at 10000 GLNS GSR = 265.00M Level Difference = 165.00 m Height of GSR = 3.00 m Length of rising main = 1700 Mtr. Design population = 2400 souls Water requirement @ 12 GPCD = 2400 x 12 = 28800 GPD Assumed 8 Hours per day pumping Design Discharge (Q) = 28800 x 4.54 = 4.54x10-3 = 0.00454cumec 1000x 3600x8 D. Max = 1.22 Q1/2 = 1.22(0.00454)1/2 = 0..82 m =82mm D. Min = 0.969 Q1/2 = 0.969(0.00454)1/2



994.63 x D4.84 = 1700 [ 0.00454] 1.84 0.805

994.62 x 0.0804.84 = 23.50 Mtr.

Add for losses on a/c of pipes special @ 10% = 10% x 23.50 = 2.35 Mtr. Total Head Loss = 23.50 + 2.35=25.85 Mtr. Therefore total head against which pumping is to be done = = 165+ 3.00 + 25.85 = 193.85 Mtr.


41

Taking efficiency of motor and pumps as 60% and 70% HP = WQH 75 n = 1000 x 0.00454 x 200= 28.82 H.P 75 x 0.60 x 0.70 Say 30 H.P



HP = 30 H.P.


Dsign of Rising Main from Base Stage to Stage 1st10000 Gln GSR at Central Parran

RL at Base Stage = 100.00 m RL at 10000 GLNS GSR = 265.00M Level Difference = 165.00 m Height of GSR = 3.00 m Length of rising main = 1800 Mtr. Design population = 2400 souls Water requirement @ 12 GPCD = 2400 x 12 = 28800 GPD Assumed 8 Hours per day pumping Design Discharge (Q) = 28800 x 4.54 = 4.54x10-3 = 0.00454cumec 1000x 3600x8 D. Max = 1.22 Q1/2 = 1.22(0.00454)1/2 = 0..82 m =82 mm D. Min = 0.969 Q1/2 = 0.969(0.00454)1/2



994.62 x D4.84 = 1800 [ 0.00454] 1.84 0.805

994.62 x 0.0804.84 = 24.89 Mtr.

Add for losses on a/c of pipes special @ 10% = 10% x 24.89 = 2.48 Mtr. Total Head Loss = 24.89 + 2.48= 27.37 Mtr.

42

Therefore total head against which pumping is to be done = = 165+ 3.00 + 27.37 = 195.37 Mtr.


Taking efficiency of motor and pumps as 60% and 70% HP = WQH 75 n = 1000 x 0.00454 x 200= 28.82 H.P 75 x 0.60 x 0.70 Say 30 H.P



HP = 30 H.P.


PIPE CHART OF DISTRIBUTION SYSTEM

S.No

Line 80 65 50 40 32 25 20 15

1 AA1 1700

2 AA2 500

3 A2A3 500

4 A1A5 600

5 A5A6 500

6 A1A7 650

7 A1A8 550

8 A8A9 600

9 A10A11 500

10 B2B3 500

11 B4B5 500

12 B5B6 500

13 B5B7 600

14 B7B8 500

15 CC1 500

16 DD1 500

17 D1D2 500

18 KK1 500

19 EE1 600

20 E1E2 500

21 FF1 500

43

22 F1F2 1200

23 GG1 600

24 G1G2 600

25 G1G3 900

26 HH1 600

27 JJ1 1800

28 J1J5 1500

29 J1J2 500

30 J1J3 500

31 J3J4 500

32 J5J6 600

33 J6J7 500

34 J5J8 600

35 J8J9 500

36 J5J10 500

37 J10J11 300

38 J10J12 1400

39 J5J13 500

40 J13J14 800

41 J14J15 1250

42 J14J16 1150

43 KK1 800

44 K1K2 900

45 K2K3 500

46 LL1 600

47 L1L2

48 For extension and Connections

6500 5000 5000

5000 2500 5000 6500 7000 6500 5000 5000

44

2. Detailed Estimate for the construction of Cattle

Trough

Say = 0.28 lacs.

S.N

o

Particulars Quantity Rate Amount

1. Earth work in bulk excavation in 100% AKS.

5.05 x 2.05 x 0.40 = 4.14 cum

4.14 m3

240/m3

993/-

2. P/L Cement Concrete in 1:4:8 mix .(6” thick) 5.05 x 2.05 x 0.15 = 1.55 cum

1.55 m3

3112/m3

4832/-

3. P/L Cement Concrete in 1:3:6 mix .

2 x 5.05 x 0.225 x 0.75 = 1.70 cum 2 x 1.55 x 0.225 x 0.75 = 0.52 cum = 2.22 cum

2.22 m3

3707/m3

8303/-

4. 12mm thick plaster in 1:4 mix with floating coat of neat cement.

2 x 2 x 5.05 x 0.75 = 15.15 sqm 2 x 2 x 1.55 x 0.75 = 4.65 sqm = 19.80 sqm

19.80 m2

182/m2

3603/-

5. Cement concrete flooring in 1:2:4 mix ,40 mm thick.

4.55 x 1.55 = 7.05 sqm

7.05 m2

320/m2

2256/-

6. Formwork required for Shuttering of ordinary timber planks

2 x 2 x 5.05 x 0.75 = 16.50 sqm 2 x 2 x 1.55 x 0.75 = 4.65 sqm = 21.15 sqm

21.15 m2

179.25

/m2

3791/-

7. Material Consumption :-

Item

no.

Qty. Cement Sand Bajree

2. 1.55 5.27 0.69 1.39

3. 2.22 9.76 0.99 1.99

5. 7.05 2.11 0.14 0.28

6. 19.80 1.76 0.31 ------

Total 18.90 2.13 3.04

a) Carriage of sand/Bajree 25km by MT & 500m HL.

5.17 m3

612/m3

3164/-

8. Add Diff in Cost of Cement 19 bags @ 90/bag(To be paid as per actual).

G.Total

1710/-

28665/-

45

3. Typical estimate for the construction of Water

Harvesting/Percolation Tank.

S.No Particulars Quantity Rate Amount

1. Earth work in bulk excavation in 30% OR and 70% AKS.

7.00 x 10.00 x 1.50 = 105 cum

105m3

300/m3

31500/-

2. P/R Dry Random rubble Masonary.

2 x 7.00 x (0.60 + 1.00 ) x 1.50 = 17.85 cum

2 2 x 9.15 x (0.60 + 1.00 ) x 1.50 = 23.32 cum

2

41.17 m3

1310/m3

53932/-

3. P/L 50 mm in 1:2:4 mix coping

2 x ( 7.00 + 9.70) x 0.30 = 10.02 sqm

10.02 m2

280/m2

2805/-

4. P/L hand packed stone pitching

5.00x8.00x0.15= 6 m3

6m3

377m3

2262/-

5. Material Consumption :-

Item

no.

Qty. Cemen

t

Sand Bajree Stone

2. 41.17 ---- ---- --- 34.99

3. 10.02 3.85 0.24 0.48 ----

4. 6 5.10

Total 3.85 0.24 0.48 40.09

a) Carriage of sand/Bajree 20km by MT & 800m

HL.

b) Carriage of stone 1km by HL.

0.78m3

40.09 m3

700/m3

571/m3

547/-

22891/-

6. Add Provision for steps and approach path ------------

-----------

G.Total

8,000/-

121937/-

Say = 1.22 lacs.

village action plan for village bagla jal jeevan...

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