AZ-01 DPR Narhan Khas-RC High

UTTAR PRADESH JAL NIGAM STATE WATER AND SANITATION MISSION, UTTAR PRADESH
DETAILED PROJECT REPORT
NARHAN KHASH VILLAGE WATER SUPPLY SCHEME UNDER DWSM/SWSM - AZAMGARH, U.P.
BLOCK: AZMATGARH
DISTRICT: AZAMGARH
PROJECT SCHEME: UNDER JAL JEEVAN MISSION PROGRAME (JJM)

MINISTRY OF JAL SHAKTI
IMPLEMENTING AGENCY: UTTAR PRADESH JAL NIGAM

AZAMGARH
SUBMITTED TO: DWSM / SWSM

AZAMGARH
DPR SCHEME CODE AZ- 01

NAME OF EPC CONTRACTOR M/s GA Infra - BABA (JV)
CONSTRUCTION COST W/O CENTAGE (LACS) 313.21
CONSTRUCTION COST WITH CENTAGE (LACS) 346.39
POPULATION (ULTIMATE YEAR 2053) 5350
COST PER CAPITA (Incl. Contigency & GST) (Rs.) 5854
O&M COST FOR 10 YEARS (LACS) 90.69
Page 1 of 165
INDEX
SR. NO. PARTICULARS PAGE NO
1A CHECKLIST 3
1B SALIENT FEATURES 5
2 PROJECT REPORT 9
3 FINANCIAL STATEMENT 16
3.1 Form-J (Comprehensive) 17
3.2 Form-J (Civil) 18
3.3 Form-J (E/M) 19
3.4 General Abstract of Cost (Comprehensive) 20
3.5 General Abstract of Cost (O&M) 21
3.6 Break up of Cost 22
4 ECONOMICS OF THE SCHEME 23

4.1 Abstract of Economics 24
4.2 Statement of Annual Income 25
4.3 Annual Recurring Expenditure on Maintenance 26
4.4 Annual Expenditure on Chemicals, Repairs & Staff 27
4.5 Annual Expenditure on Electricity 28
4.6 Annual Expenditure on Water Cess 29
5 TECHNICAL STATEMENT 30
5.1 Population Projection 32
5.2 Mass Balance Calculations for OHT 36
5.3 Hydraulic Design Output in WaterGEMS Software 37
5.4 Rising Main Design Calculations For Economical Size 49
5.5 Tubewell Pump Assembly Design Calculations 52
5.6 Electrical Design Calculations 56
6 ESTIMATE 60
6.1 Estimate for General Civil Works 79
6.2 Estimate for E/M Works 88
7 DRAWINGS 98
8 SCHEDULE OF RATES 113
9 DESIGN GUIDELINES 133
10 ANNEXURES 143
Annexure-1 : Plot Allotment Letter
Page 2 of 165
CHECKLIST
NAME OF SCHEME : NARHAN KHASH VILLAGE WATER SUPPLY SCHEME UNDER

DWSM/SWSM - AZAMGARH, U.P.
TYPE OF SCHEME : New
NAME OF HABITATION : NARHAN KHASH Hb North

JAMIN NARHAN Koirana
Hb. Bari Ch North
Hb Chho. Ch. B. South
NAME OF REVENUE VILLAGE : NARHAN KHASH

JAMIN NARHAN
NAME OF GRAM PANCHAYAT : NARHAN KHASH

NAME OF BLOCK : AZMATGARH
NAME OF TEHSIL : SAGRI
CONSTRUCTION COST W/O CENTAGE (LACS) 313.21

CONSTRUCTION COST WITH CENTAGE (LACS) 346.39
O&M COST FOR 10 YEARS (LACS) : 90.69
POPULATION Year 2023 : 3630

Year 2038 : 4480
Year 2053 : 5350
HOUSEHOLD Year 2023 : 595

Year 2038 : 734
Year 2053 : 876
WATER DEMAND (KLD) Year 2038 : 291
RCC OHT CAPACITY (KL) : 225

STAGING HEIGHT (m) 12
TUBE WELL (Nos.) :1

ANTICIPATED DISCHARGE (LPM) 750
TOTAL HEAD (m) 46
PUMP MOTOR RATING (HP) 15.0
RISING MAIN DIAMETER (mm) : 150 DI K9

LENGTH (m) 30
DISTRIBUTION NETWORK (m) : 11160

Min. Dia. 63 mm HDPE Pipe
Max. Dia. 180 mm HDPE Pipe
Page 3 of 165
CHECKLIST
Sr. No. Description Guideline Criteria Status

1 Land Availability To be Available Available
2 Source Water Quality Acceptable Limit Acceptable
3 Rate of Water Supply 55 LPCD + 15% Losses = 65 LPCD 65 LPCD
4 Power Source Solar/Electricity Solar (kW) 23
5 Minimum Dia of Mains 63 mm 63 mm
PE-100 / PN-6 as per IS:
6 HDPE Pipe Specification PE-100 / PN-6 as per IS: 4984/1995
4984/1995
7 DI Pipe Class K-9 K-9
8 Tube Well Pumping Hours 6.5 Hours 6.5 Hours
9 Pumping Plant Type Submersible Submersible
10 Design Period
Tube Well 15 Years 15 Years
Over Head Tank 15 Years 15 Years
Distribution System 30 Years 30 Years
11 Minimum Terminal Pressure 7 Mtr. 7 Mtr.
12 Peak Factor 3 3
13 Road Cutting&Reinstatement Cost 21.31%
14 Per Capita Cost (Ultimate Yr 2052) Maximum Rs. 6400 5854
15 Operation & Maintenance For 10 Years 10 Years
16 Water Sample Testing By Central Lab of U.P.Jal Nigam LKO Not done
COMPONENT WISE COST

Sr. No. Description Amount in Rs.
1 OHSR Cost (Lakhs) 43.93
2 Cost of T.W. (Lakhs) 24.13
3 Rising Main Cost (Lakhs) 0.90
4 Dist. System Cost (Lakhs) 124.10
5 Road Cutting & Reinstatement Cost (Lakhs) 55.45
6 Road Cutting & Reinstatement Cost / Dist. System Cost (%) 44.68%
7 Electrification Cost (Lakhs) 28.90
8 Chlorination and Pumping Unit Cost (Lakhs) 10.65
9 FHTC Cost (Lakhs) 0.53
MAJOR GUIDELINE CRITERIA

Sr. No. Description Criteria Status
1 Population 2053 / 2023 < 1.80 1.47
2 Population 2023 / FHTC 2023 4 to 8 6.10
Road Cutting & Reinstatement Cost / Dist.
3 < 50% 44.68%
System Cost (%)
4 OHT Capacity (Solar - 0.048 x 2038 Pop.) 215 225
5 TW Discharge LPM (Solar - 0.1659 x 2038 Pop.) 743 750
Page 4 of 165
SALIENT FEATURES
Page 5 of 165
SALIENT FEATURES
1 Name Of State : UTTAR PRADESH

2 Name of District : AZAMGARH
3 Name of Tehsil : SAGRI
4 Name Of Block : AZMATGARH
5 Name of Programme : JAL JEEVAN MISSION
6 Name of Scheme : NARHAN KHASH VILLAGE WATER SUPPLY SCHEME UNDER
7 Gram Panchayat Village : NARHAN KHASH
8 Revenue Village : NARHAN KHASH JAMIN NARHAN
9 Census Code : 193357
10 Population :
Sr. No. Year Population (Total) SC/ST House Holds
Base Line
a 2011 2389 787 391
Survey
b Initial Stage 2023 3630 1196 595
Intermedia
c 2038 4480 1476 734
te Stage
Ultimate
d 2053 5350 1762 876
Stage
11 Rate of Water Supply :

55 LPCD + Un-Accounted Flow 15% = 65 LPCD
12 Nature of Sources : Sub-surface Water

13 Source of Development : Tubewell
14 Dally water Demand :
Sr. No. Stage Water Demand (KLD)
a Initial Year 2023 236
b Intermediate Year 2038 291
c Ultimate Year 2053 348
13 No. of Tubewell : 1 Nos.

14a Nature of treatment : Chlorination through Hypochloride Electro-
mechanical type Chlorlnator with 0·6 LPH
working pressure.
14b Dosing Capacity

a Average : 0.5 PPM
b Minimum :
15 Conveyance Main
a Rising Main Length : 30 metres
b MOC : DI K9
c Diameter : 150 mm
Page 6 of 165
16 Pumping Plant for Tube well

a No. and Type of Plant : 1 Submersible Tubewell Pumpset
b Anticipated Discharge : 750 LPM
c Total working Head : 46 metres
d Pump Motor Rating in HP : 15.0 HP
17 Service Storage
a Type of Storage : Over Head Tank
b Quantity : 1 Nos.
c Capacity : 225 KL
d Staging : 12 metres
18 Distribution System :
Type of Pipe/Class Size in mm Length in metres
DI K9 300 0
250 0
200 0
HDPE Pipe PN-6 PE-100 200 0

180 98
160 0
140 119
125 733
110 391
90 1295
75 724
63 7800
Total 11160
19 Details of Habitations
Sr. No. Gram Panchayat Name of Village Habitation
NARHAN KHASH
JAMIN NARHAN
NARHAN KHASH
Hb. Bari
Hb Chho.
1 NARHAN KHASH
Hb North
Koirana
JAMIN NARHAN
Ch North
Ch. B. South
20 Distribution System
a Peak Factor : 3
b Terminal Pressure : 7 m H2O
c Value of 'C' (Coefficient of
Rourghness - DI Pipe) : 140
d) Design Based on : WaterGEMS Software
Page 7 of 165
e) Appurtenants
Sluice Valves
i Sluice valve ‐ 300 mm dia : 0 Nos.
ii Sluice valve ‐ 250 mm dia : 0 Nos.
iii Sluice valve ‐ 200 mm dia : 0 Nos.
iv Sluice valve ‐ 150 mm dia : 1 Nos.
v Sluice valve ‐ 125 mm dia : 0 Nos.
vi Sluice valve ‐ 100 mm dia : 2 Nos.
ix Sluice valve ‐ 80 mm dia : 2 Nos.
Scour Valves
i Scour valve ‐ 80 mm dia : 2 Nos.
ii Scour valve ‐ 100 mm dia : 0 Nos.
iii Scour valve ‐ 150 mm dia : 0 Nos.
iv Scour valve ‐ 200 mm dia : 0 Nos.
v Scour valve ‐ 250 mm dia : 0 Nos.
Pressure Release Valves

i PRV 80 mm dia : 0 Nos.
ii PRV 100 mm dia : 0 Nos.
iii PRV 150 mm dia : 0 Nos.
Air Valves
i Air Valve 20 mm dla : 0 Nos.
ii Air Valve 50 mm dla : 4 Nos.
iii Air Valve 80 mm dla : 0 Nos.
iv Air Valve 100 mm dla : 0 Nos.
Fire Hydrant Valves

i Fire Hydrant 80 mm dia : 2 Nos.
i Electromagnetic Flow Meter (Dia) : 100 mm

ii Electromagnetic Flow Meter (Nos.) : 1 nos.
21 Project Cost Details

a Total Capital Cost without GST & Centage : Rs. 260.23 Lacs
a Total Capital Cost with GST without Centage : Rs. 313.21 Lacs
b Total Project Cost with GST & Centage : Rs. 346.39 Lacs
c Total O&M Cost for 10 Years with GST : Rs. 90.69 Lacs
22 Cost Per Capita of Scheme

a) Initial Year 2023 : Rs. 8628.35
b) Intermediate Year 2038 : Rs. 6991.27
c) Ultimate Year 2053 : Rs. 5854.37
Page 8 of 165
PROJECT REPORT
Page 9 of 165
PROJECT REPORT
1.0 Authority :
The Detailed Project Report for providing Piped Water Supply System for the Village under the concerned Gram
Pachayat and all of their habitations feasible for the Water Supply System as per the Design under State Water &
Sanitation Mission and Technical Sanction by Uttar Pradesh Jal Nigam.
2.0 INTRODUCTION
2.1 OBJECTIVE :
The major population of India resides in villages, hence rural population plays a dominant role in the
development of our country. An Indian village, apart from being a representive unit of Indian culture, custom,
traditions, social and religious, rituals it also occupies an important place in shaping the agriculture based
economic system of the country. Sizable allocation of national budget is released for rural sector every year, but
minor contribution could be done towards providing basic infrastructure facilities in the rural sector of our
country. So far, Drinking Water Supply, Drainage, Sanitation and Waste Disposal are still the areas which require
immediate attention. Present condition of these services in Uttar Pradesh, the most populous state of the
country, does not leave a good Impression on the observer besides adding to insanitary conditions and
environmental pollution and in the long run affecting the national economy. It will not be out of place to
mention that provision of safe and adequate drinking water to the people is
directly associated with the physical, social and economic health of the country.
2.2 QUALITY OF WATER :

In India, Handpumps are installed in the villages but they are inadequate to meet the water requirement of
village, due to which villages draw water from shallow handpumps and open wells. The scope of this project is
limited to provide safe drinking water supply to the villages included in this scheme.
2.3 CLIMATE :
The climate of Uttar Pradesh (U.P.) is primarily defined as humid subtropical with dry winter (Cwa) type with
parts of Western U.P. as hot semi-arid (BSh) type. Alternatively, some authors refer to it as tropical monsoon.
Variations do exist in different parts of the large state, however the uniformity of the vast Indo-Gangetic Plain
forming bulk of the state gives a predominantly single climatic pattern to the state with minor regional
variations. U.P. has a climate of extremes.
2.3 LOCATION :
Azamgarh is a city in the Indian state of Uttar Pradesh. It is the headquarters of Azamgarh division, which
consists of Ballia, Mau and Azamgarh districts. Azamgarh is situated on the bank of Tamsa River. It is located 268
km east of the state capital Lucknow.
Page 10 of 165
3 PROJECT BACKGROUND :
3.1 SOCIO-ECONOMIC CONDITION :
Main occupation of residents of the village is agriculture. Some of the villagers are engaged in small scale /
cottage industries and certain persons are in services. Majority of population belongs to the group above
poverty line, as such they are capable to afford water charges.
3.2 PRESENT STATUS OF WATER SUPPLY:

Shallow hand pumps and India Mark-II hand pumps are the main source of drinking water. Shallow hand pumps
draw water from upper most water bearing strata and this water is not fit for drinking purpose due to water
borne diseases.
3.3 EXISTING SERVICES (SANITATION, DRAINAGE AND WASTE DISPOSAL):

Almost in all the villages, there is no arrangement for disposal of water. Thus the domestic water and storm
water flows over the surface and finally discharges open fields, into the ponds and river, situated at out skirts of
the village. House hold garbage is collected in form of the composting pits/heaps both inside and out side the
village. In absence of environmental awareness sanitation and personal hygiene, health of villagers are badly
affected. The present situation of drainage, sanitation and solid waste disposal of water is dismal and of concern
for village environment.
4.0 NECESSITY OF PIPED WATER SUPPLY SCHEME :

Although the villages of project area are saturated by installation of India mark II hand pumps. The provision of
adequate and safe potable water for the public is the main objective, which can be achieved by providing piped
water supply scheme in this village included, in this scheme.
5.0 DESIGN CRITERIA:

Proposals of this Detailed Project Report have been framed as per guide lines provided in the manual
of Water Supply and Treatment of CPHEEO, Ministry of Urban Development, Govt. of India, Design
criteria for Village Water Supply Scheme under SWSM/DWSM circulated by Chief Engineer, SWSM, & Chief
Engineer, U.P. Jal Nigam.
6.0 POPULATION AND WATER DEMAND:

Population for different stages of the scheme has been calculated by standard prescribed methods
and the figures nearest to the pattern of growth of population have been adopted.
i Arithmetical increase method
ii Geometrical increase method
iii Incremental increase method
iv Simple graph plot method
v Semi log graph method
The adopted total population shown as below:- Simple Graph Method
Sr. No. Stage Population
1 Initial Stage Year 2023 3630
2 Intermediate Stage Year 2038 4480
3 Ultimate Stage Year 2053 5350
Page 11 of 165
7.0 RATE OF WATER SUPPLY:

The rate of water supply has been adopted as 65 lpcd after considering 15% Unaccounted Flow of Water over 55
lpcd.
8.0 WATER REQUIREMENT:

Based on the above rate of water supply, the water requirement for the both gram panchayat at initial, middle
and ultimate stage works out as under:
Initial Stage Year 2023 236 KLD

Middle Stage Year 2038 291 KLD
Ultimate Stage Year 2053 348 KLD
9.0 PROPOSALS-
9.1 LAND AQUISITION :
The water work site has been provided by the gram panchayat in the village supported by the Land Allotment
Letter attached with the DPR.
9.2 SOURCE OF WATER SUPPLY:

Good aquifers of sufficient thickness are available in the project area. Hence tube well has been proposed
accordingly as per the ERT Report and the Strata chart available in the vicinity of our proposed village water
works plot.
9.3 TUBEWELL
Prior to the Construction of Tubewell, Provision of Zone Testing shall be made, for which payment shall be made
as per mutual agreed rates. Tubewell Construction shall be as per IS 2800 - Part 1 &2. As per the information
provided by local tubewell, depth is considered as 275 m. MSERW Plain pipe shall be as per IS:4270 and MSEW
Slotted pipe shall be IS:8110 preferably for sheets procured from SAIL. The TPI report of pipe shall be made
available. All the necessary activities during Tubewell Construction such as Tubewell Logging, Storage of
materials at site, Watch and Ward , Barricading and Other Safety Precautions, Agreement of Auxilliary Bore,
Arrangement of Disposal of Water during Tubewell Development, Levelling of site after Tubewell construction,
Backfilling of main bore in case of failure of bore and Backfilling of Auxilliary bore, Strata collection and Water
Sample Collection with the delivery of laboratory, proper documentation of all the activities at the time of
construction including maintaining of log book is catered in the rates. Necessary arrangement for inspection of
various activities shall be made by us and same is catered in the rates provided. Technical Specifications of
Tubewell is attached. RC/DC Rig Machine shall be suitably adopted as per site conditions/ requirements.
9.4 PUMPING PLANT :

At the Tubewell Submersible Type Pumping Plant has been provided and powered by Solar Power System, as
sufficient land for providing the same is made available and in case of non-availability of sufficient land then
Electricity Connection shall be provided which will be powered by Electrical Power Supply. Testing of plant shall
be as per RFP.
Page 12 of 165
Submersible Type Pumping Plant has been provided.

The Design Calculations are shown in the Technical Statement - Tubewell Design.
No. and Type of Plant 1

Anticipated Discharge 750 LPM
Total working Head 46 m
Pump Motor Rating in HP 15.0 HP
9.5 RISING MAIN :

The economical size of the rising main from tubewells have been worked out as per departmental design criteria
and the guideline given in the manual of water supply of Govt. of India. The economical size of the rising main
has been worked out as shown in the Technical Statement - Rising Main Design. The economical size of rising
main has been checked for water hammer as mentioned in the Technical Statement.
Rising Main Pipe MOC DI K9

Pipe Dia 150 mm
9.6 STORAGE RESERVOIR :

Storage capacity of OHT has been calculated as per Standard norms / Guidelines as shown in theTechnical
Statement - Mass Balance Diagram. Staging of OHT has been decided by the Hydraulic Design of the Pipeline
Network Distribution System described in the Technical Statement - Hydraulic Design Output by WaterGems
software.
Capacity of OHT 225 KL
Staging Height 12 m
9.7 DISTRIBUTION SYSTEM :

The economical size of the Rising Main & Water Hammer design has been worked out as shown in the Technical
Statement - Rising Main Design. The Distribution System Design with peak factor as 3.00, minimum terminal
pressure of 7.00 m and minimum size of pipe as 63mm (O.D.) has been considered. Necessary provisions has
also been for valves and fittings at suitable places and their chambers as shown in the drawings attached
herewith. Necessary provision for dismantling and reinstatement of different type of road surface has also been
made in this estimate. The details of Pipes & Appurtenances has been described in the Salient Features and the
Estimates also.
9.8 INSTRUMENTATION & AUTOMATION :

Electro-Magnetic Flow Meter 1 no. at outlet of OHT, Radar Type Level Transmitter 1 no., Pressure Transmitter 1
no., Hydrostatic Level Transmitter 1 no., Turbidity and Chlorine Analyzer 1 no., at the outlet of OHT is proposed.
All these instruments are able to communicate with a centralized RTU panel with local display including all
related cabling and power requirements. RTU will communicate with district level control room for the
monitoring of the scheme. For cross verification of Pressure and Hydrostatic Level Sensor with related
accessories is also proposed. Lifting tackle, painting, erection, testing and commissioning, trial run, internal
electrification, chlorinator details as per RFP.
Page 13 of 165
9.9 OPERATION & MAINTENANCE :

As per the empanelment costs of the SWSM, 2% of the capital cost per year is considered for O&M, this is
inclusive of labour cess of 1% without GST for the year. Thereafter, 5% of the 1 year O&M cost shall be
considered for Inflation. The O&M cost including labour cess is mentioned in Form-J. Similarly, wherein the
tubewell is powered by Electric Connection the electric charges shall be increased at the rate of 5% per year to
cater the Inflation.
During the Maintenance Period, all the necessary tools and tackles required for field testing of quality and
capacity shall be made available, with rate catered in the O&M cost.
In the case wherein, the Tubewell is powered by Solar Energy Electricity Generation there will be a provision of
DG set for a lean period of 45 days during the year, but in case of Electricity Connection there will be no
provision for DG set for the lean period of 45 days during the year. However, Fuel Charges shall be reimbursed
as per actual rates and guidelines from SWSM / UPJN or anyother applicable guidelines inline with RFP &
Contract Agreement.
10.0 IMPLEMENTATION SCHEDULE

Requirment of funds during various stages of implementation period has been worked out keeping in view the
following assumptions :
(i) The project shall be technically and financially sanctioned in Year, 2022.
(ii) Implementation period shall be 24 months commencing from the Date of Agreement.
11.0 INSTITUTIONAL RESPONSIBILITIES :

Following agencies shall be Involved in the project at different stages.
(i) State Water & Sanitation Mission / District Water & Sanitation Mission: Project Approval
(ii) U.P. Jal Nigam : Technical Sanction, Implementation (Execution), Maintenance Monitoring
(iii) Gram Panchayat : Project Users, Beneficiaries and Maintenance.
(iv) Contractor : Detailed Project Report Preparation, Construction, O&M upto 10 years.
12.0 ENVIRONMENTAL IMPACT :
Environmental impact may be defined as the sum of the short term and long term effects of any proposed
action (of absence of action) on man himself and on physical, biological and socio-economical environment,
including the effects of policies. legislature proposal, programmes, projects and operational practices, attention
needs to be paid significant adverse effects on the quality of man's life including both those that affect him
directly and those that affect him indirectly through adverse effects on the environment.
Several studies both at national and International levels have concluded that most of the diseases are either
water borne or water related. Consumption of safe and clean drinking water will help to control all these
infectious diseases which are caused by pathogens. Some of the important infectious diseases related to
consumption of infected water are fluorosis, typhoid, cholera, dysentery, diarrhoea, gastro-enteritis, viral
hepatitis and amoeblasis etc.
Page 14 of 165
It is imperative to mention that there are a numerous invisible savings that are caused as a result of clean and
safe environment to be provided by the proposed service of piped water supply. Such savings or benefits can
not be fully quantified in terms of monetary gains, but their impact can be well perceived in form of good
health, longivity of life, reduction in cost of hospitalization for fighting diseases and consequently extra working
days/years and improved socio-economic conditions. These benefits are not apparently visible but cost heavily
on ex chequer and national economy.
As stated earlier, the project area needs deliberate and sincere endeavours for promoting health and sanitary
environment. Introduction of piped water supply scheme in Village shall have a significant impact on the
aforesaid direct and indirect benefits. It may also be pointed out that this project does not include any such
proposal / activity, which at any stage might have adverse affect either on environment or on natural resources
in the the project area. The project is thus eco-friendly.
13.0 ELECTRICAL POWER SUPPLY SYSTEM / SOLAR BASED POWER SUPPLY SYSTEM
The Electrical Power Supply System is proposed to be implemented with Solar based Power using Mono
Crystalline Solar Panels to operate the Pumping Plant as well as Other Auxilliary Loads such as Area Ligthing,
Staff Quarters, Dosing Pump etc. The Auxilliary Load shall be backed up with Battery Storage of 2 kW whereas
the Pumping Plant has no Battery Backup due to large capacity. However, during the non-sunny days the
Pumping Plant shall be operated with the DG set and the provision of fuel and lubricants for the same has been
considered in the Estimate. The Capacity of Solar Plant has been calculated as mentioned in the Technical
Statement - Electrical Design Calculations.
Solar Plant Capacity 23 kW
14.0 CONCLUSION :
After implementation and commissioning of the project, the entire population of the project area shall be
benefited with safe, clean and wholesome potable pipe water supply system thereby ensuring a clean and
healthy environment.
With these remarks, the Project Report is being submitted under SWSM/DWSM, technically approved by the UP
Jal Nigam subject to further authority/community consultation.
Executive Engineer (Civil) Superintending Engineer

Construction Division, UP Jal Nigam, Temp. Construction Circle , UP Jal
Azamgarh Nigam, Azamgrah
Page 15 of 165
FINANCIAL
STATEMENT
Page 16 of 165
ESTIMATE FOR
NARHAN KHASH VILLAGE WATER SUPPLY SCHEME UNDER DWSM/SWSM -
AZAMGARH, U.P.
GP VILLAGE :- NARHAN KHASH
BLOCK :- AZMATGARH
TEHSIL :- SAGRI
DISTRICT :- AZAMGARH
FORM "J" (COMPREHENSIVE)
SL. Amount in Govt. of Govt. of
Description of Work Percentage Amount in Lacs
No. Lacs U.P. Share India Share
1 2 3 4 5 6 7
1 Capital Cost of Work 260.23 260.23 130.11 130.11
2 Contigencies @ 2% on Rs. 260.23 2% 5.20 2.60 2.60
Total Amount of Capital Cost + Contingency 265.43
3 GST @ 18% on Rs. 265.43 18.0% 47.78 23.89 23.89

Total Cost of Work 313.21
4 Centage @ 12.5% on Rs. 265.43 12.5% 33.18 33.18

Total Cost of Work with Centage 346.39
Operation and
5 Maintenance cost for 10 65.46 65.46 65.46
Years Rs.
Fuel & Lubricants Charges
6 13.45 13.45 13.45
for 10 Years (Tentative)
GST @ 18% on Operation

7 65.46 18.0% 11.78 11.78
And Maintenance cost Rs.
Total Amount of Operation & Maintenance Cost + GST 90.69
PREPARED BY: CHECKED BY:
(Er. Suraj Verma)

For M/s GA Infra - BABA (JV) Assistant Engineer Executive Engineer
Construction Division, UP Jal Nigam, Azamgarh
RECOMMENDED BY:
(Er. Ram Bihari)

Superintending Engineer
Circle Office, UP Jal Nigam, Azamgrah
APPROVED BY:
(Er. Ghanshyam Dwivedi)

CHIEF ENGINEER (Varansi Zone)
U.P. JAL NIGAM, Varanasi
Page 17 of 165
ESTIMATE FOR
FORM "J" (CIVIL WORKS)

Sr.
Description of Work Amount (Rs.) %age Amount (Rs.)
No.
1 2 3 4 5
1 Cost of Work 196.04 196.04
2 Contigencies @ 2% 196.04 2% 3.92
Total Amount of Capital Cost + Contingency (Civil Works) 199.96
3 GST @ 18% on Rs. 199.96 18.0% 35.99
Total Cost of Work (Civil Works) 235.95
4 Centage @ 12.5% on Rs. 199.96 12.5% 25.00
Total Cost of Work with Centage (Civil Works) 260.95
(Er. Suraj Verma)

For M/s GA Infra - BABA (JV) Assistant Engineer Executive Engineer
Construction Division, UP Jal Nigam, Azamgarh
RECOMMENDED BY: APPROVED BY:
(Er. Ram Bihari) (Er. Ghanshyam Dwivedi)

Superintending Engineer Chief Engineer
Temp. Construction Circle, UP Jal Nigam, CHIEF ENGINEER (Varansi Zone)
Azamgarh U.P. JAL NIGAM, Varanasi
Page 18 of 165
ESTIMATE FOR
AZAMGARH, U.P.
FORM - "J "

(E/M Works)
S.No. Description Amount Percentage Amount
1 2 3 4 5
1 Cost of work 64.19 64.19
2 Contigencies @2% 64.19 2% 1.28
Total Amount of Capital Cost + Contingency (E/M Works) 65.48
3 GST @ 18% on Rs. 65.48 18.0% 11.79

Total Cost of Work (E/M Works) 77.26
4 Centage @ 12.5% on Rs. 65.48 12.5% 8.18

Total Cost of Work with Centage (E/M Works) 85.45
For M/s GA Infra - BABA (JV) (R. K. Kaushal) (P. C. Gupta)

Computer / JE (T) Assistant Engineer
RECOMMENDED BY:
(Er. J.K. Gupta) (S. K. Jain)

Executive engineer Superintending Engineer
Divisional Office(E&M), UP Jal Nigam, Mau(Rural) Construction Circle(E&M) , UP Jal Nigam,
APPROVED BY:
(Er. Ghanshyam Dwivedi)

CHIEF ENGINEER (VNS)
U.P. JAL NIGAM, Varanasi
Page 19 of 165
ESTIMATE FOR
GENERAL ABSTRACT OF COST (COMPREHENSIVE)

SL.
Description of Work Qty. Unit Amount (Rs.)
No.
(In Lacs)
1 2 3 4 5
A. Civil work :
1 Pump House & Chlorinating Room 1 Job 6.81
2 Rising Main 30 Rmt 0.90
3 R.C.C. Over Head Tank (225KL/12m Staging) 1 Nos 43.93
4 Distribution System 11160 Rmt 124.10
5 Boundary Wall and Approach Road 155 Job 18.74
Total (A1) 194.48

Survey & Designing Cost @1% 1.94
TOTAL CIVIL WORKS COST WITH SURVEY & DESIGN 196.43
%Below -0.20%
TOTAL ACCEPTED COST OF CIVIL WORKS(A) 196.04
B. E&M Work :
1 Cost of Tubewell 1 Nos. 24.13
2 Cost of Pumping Plant and Chlorinating Plant 1 Set 10.65
3 Cost of Solar Plant and DG set 23 KW 24.30
SITC of Electrification of Pump House with Control Panel, Cabling,
4 1 Nos. 4.60
Automation etc.
TOTAL (B1) 63.68
TOTAL E/M WORKS COST WITH SURVEY & DESIGN 64.32
%Below -0.20%
TOTAL ACCEPTED COST OF E/M WORKS (B) 64.19
TOTAL (A1+B1) 258.17

TOTAL COST WITH SURVEY & DESIGN 260.75
%Below -0.20%
FINAL BID ACCEPTED COST 260.23
Page 20 of 165
ESTIMATE FOR
NARHAN KHASH VILLAGE WATER SUPPLY SCHEME UNDER
GENERAL ABSTRACT OF COST (O&M)
OPERATION AND MAINTENANCE COST FOR 10 YEARS
SL.
Description of Work Amount in Rs.
No.
1 Total Cost of O&M for 10 years 6546209.94

2 Total Cost of Fuel & Lubricants during O&M 1344915.00
Grand Total 7891124.94

Amount in lakhs 78.91
ADD 18% GST 1178317.79

TOTAL COST OF O&M FOR 10 YEARS INCLUDING GST 9069442.73

Page 21 of 165
ESTIMATE FOR
BREAK UP OF COST
SL. Total Cost of R.C.C.
Sub Head Building Pipe Line Machinery Misc.
No. work Reservoir
1 2 3 4 5 6 7 8
A. Civil works :
1 Pump house & Chlorinating room 6,81,451 6,19,000 62,451
2 Rising Main 90,188 90,188
3 43,92,800 43,92,800
R.C.C. Over head tank(225KL/12 m staging
4 Distribution System 1,24,09,833 1,24,09,833
5 Boundary Wall and approach road 18,74,076 18,74,076
(Total A) 1,94,48,348 6,19,000 43,92,800 1,25,00,022 - 19,36,527
B. E&M works:
1 Cost of Tubewell construction 24,13,034 24,13,034 -
2 10,64,883 10,64,883
Cost of Pumping Plant and Chlorinating Plant
3 Cost of Solar plant and DG set 24,30,400 24,30,400

4 SITC of Electrification of Pump House with 4,60,000 4,60,000
Control Panel, Cabling, Automation etc.
Total (B) 63,68,316 - - - 63,68,316 -
TOTAL (A+B) 2,58,16,665
Survey & Designing Cost @1% 2,58,167
GRAND TOTAL 2,60,74,832 6,19,000 43,92,800 1,25,00,022 63,68,316 19,36,527

%Below -0.20%
FINAL BID ACCEPTED COST 2,60,22,682
Page 22 of 165
ECONOMICS OF
THE SCHEME
Page 23 of 165
4.1 ABSTRACT OF ECONOMICS
Sl.
Particulars Initial Stage (2023) Middle Stage (2038) Ultimate Stage (2053)
No
1 2 3 4 5
1 Design Population 3,630 4,480 5,350
2 Rate of water supply per capita per day (ltr) 64.71 64.71 64.71
3 Maximum requirement of water per day (KL) 236 291 348
4 Avg. Requirement of water per day (KL) 177 218 261
5 Annual production of water Required (KL) 86,122 1,06,288 1,26,929
6 Total estimated cost of the scheme without centage. (Rs.) 3,13,20,900 3,13,20,900 3,13,20,900
7 Total annual income (Rs.) 3,85,560 9,99,708 16,03,080
8 Total annual recurring expenditure in (Rs.) 6,55,806 5,13,555 6,59,761
9 Net profit/loss (2,70,246) 4,86,154 9,43,320
10 Per capita cost without centage (Rs.) 8,628 6,991 5,854
11 Cost of production of water per KL 7.6 4.8 5.2
12 Per capita maintenance cost (Rs.) 181 115 123
13 Per capita income (Rs.) 106 223 300
Page 24 of 165
4.2 STATEMENT OF ANNUAL INCOME
Sl. Particulars Initial Stage Middle Stage Ultimate Stage

No. (2023) (2038) (2053)
1 2 3 4 5
1.A Design Population 3630 4480 5350
1.B Floating population (if any) Total Population to be
2 Rate of water supply (lpcd) 64.71 64.71 64.71
3 Daily water requirement. (KL) 236 291 348
4 Annual water requirement. (KL) 86122 106288 126929
5 No. of houses hold connection 595 734 876
6 No. of taxable houses 595 734 876
6A No. of HH - 70% 417 514 613
6B No. of HH - 30% - EWS Section 179 220 263
7 Monthly charges per HH 60 130 175
8 Monthly charges for EWS per HH 40 75 100
Total Income (Annual) 3,85,560 9,99,708 16,03,080
9 Annual maintenance expenditure in Rs. 6,55,806 5,13,555 6,59,761
10 Net Profit (+) / Loss(-) in Rs. -2,70,246 4,86,154 9,43,320
Say (in Lacs) -2.70 4.86 9.43
Page 25 of 165
4.3 ANNUAL RECURRING EXPENDITURE ON MAINTENANCE
Sl. Initial Stage Middle Stage

Particulars Ultimate Stage (2053)
No. (2023) (2038)
1 2 3 4 5
1 Expenditure of O&M 5,20,454 3,78,000 5,24,000
2 Expenditure of Electricty (DG in lean period) 1,34,492 1,34,492 1,34,492
3 Water Cess charges 861 1,063 1,269
Total Amount in Rs. 6,55,806 5,13,555 6,59,761
Say 6,55,806 5,13,555 6,59,761
Page 26 of 165
4.4 ANNUAL EXPENDITURE ON CHEMICALS, REPAIRS & STAFF
SL.
Description Amount in Rs.
No.
2023 2038 2053
1 2 3 4 5
Chemical Charges - Hypochloride
1 250 400 800
solution (Ltrs)
Rate of Chemical Hypochloride Solution
2 18 20 30
(Rs. Per Ltr)
A Total Cost of Chemicals 4500 8000 24000
B Annual Repair Charges 50000 70000 150000
C Annual Charges on Maintenance Staff 200000 300000 350000
Total Amount (A+B+C) In Rs. 254500 378000 524000

Or in Lacs 2.55 3.78 5.24
Page 27 of 165
4.5 ANNUAL EXPENDITURE ON ELECTRICITY
AZAMGARH, U.P.
Initial Stage Middle Stage Ultimate Stage

Sl No. Particulars
(2023) (2038) (2053)
1 2 3 4 5
1 No of tube well 1 1 1
2 Discharge of tube wells (lpm) 605 747 892
3 Required pumping hours (hr.) 6.50 6.50 6.50
4 Daily consumption of water kld 236 291 348
5 Overall efficiency of pumping plant (E) 35.00 35.00 35.00
6 Total pumping Head (m) 46 46 46
7 B.H.P. of pumping plant (H.P.) 15.0 15.0 15.0
8 Cost of Diesel Generator Fuel & Lubricant charges for 45 days lean period 134492 134492 134492
9 Total Annual expenditure 134492 134492 134492

Say Rs. 134492 134492 134492
Page 28 of 165
4.6 ANNUAL EXPENDITURE ON WATER CESS
NARHAN KHASH VILLAGE WATER SUPPLY SCHEME UNDER DWSM/SWSM - AZAMGARH,
Sl. Initial Stage (2023) Middle Stage (2038) Ultimate Stage (2053)
No. Particulars
1 2 3 4 5
1 Total population 3630.00 4480.00 5350.00

2 Daily water requirement in KL 235.95 291.20 347.75
3 Annual production of water in KL/year 86121.75 106288.00 126928.75
4 Average@ 75% of Total 64591.00 79716.00 95197.00
5 Water cess levi @ Rs. 0.01 per KL 861.00 1063.00 1269.00
Page 29 of 165
TECHNICAL
STATEMENT
Page 30 of 165
TECHNICAL STATEMENT
1.0 GENERAL
The Detailed Project Report of this Village Water Supply Scheme has been prepared under the guidelines of
State Water & Sanitation Mission and Uttar Pradesh Jal Nigam to provide Piped Water Supply System.
2.0 DESIGN CRITERIA
The Design Criteria adopted for the works proposed under this Detailed Project Report accordance with the
directives / guidelines issued by Chief Engineer, SWSM, Lucknow and U.P. Jal Nigam from time to time as
enclosed with this Detailed Project Report.
3.0 DESIGN PERIOD

Based on the latest prevalent norms, the Design period for Pipeline Distribution Network has been adopted as
30 years i.e. Ultimate Year 2053. The Initial Stage in the year 2023, Middle stage year 2038 and Ultimate Stage
In the year 2053. The ESR Capacity and the Pumping Machinery has been designed as per the Intermediate
Demand & Population i.e. Year 2038.
The Design Calculations has been described in the following sections.
Page 31 of 165
5.1 POPULATION PROJECTION
Comparative Statement Showing Anticipated Population Projections by various methods, suggested by CPHEEO Manual
Village Name :- NARHAN KHASH Block :- AZMATGARH District :- AZAMGARH
Graphical Final Adopted

Arithmetical Incremental Geometrical Average
Method Method
Year Increase Increase Increase
Semi log Simple Graph Simple Graph
Method Method Method
Graph Method Method Method
1 2 3 4 5 6 7
2011(Last
2389 2389 2389 2389 2389 2389 2389
Census)
2023 2694 2795 3041 4133 3630 3259 3630
2038 3075 3455 4112 6787 4480 4382 4480
2053 3456 4286 5559 10269 5350 5784 5350
NOTE: Simple Graph Method Adopted as the value is nearer to Average Population Data.
POPULATION BASED ON CENSUS DATA CHECK 2053 Population 1.47

Sr. No. Census Year Population Remarks 2023 Population
1 1971 1374 <= 1.60

2 1981 1195 Hence, OK.
3 1991 708
4 2001 2342
5 2011 2389
1 Arithmetical Increase Method
Sr. No. Year Population Increase in

Population (X)
1 1971 1374
2 1981 1195 -179
3 1991 708 -487
4 2001 2342 1634
5 2011 2389 47
Total 1015
Average 253.75
Say 254
Year Last Decade (n) Increment (X) n.X Projected Population

Census Pn = P1 + n.X
2011 2389 - - - -
2023 2389 1.2 254 304.8 2694
2038 2389 2.7 254 685.8 3075
2053 2389 4.2 254 1066.8 3456
Page 32 of 165
2 Incremental Increase Method
Sr. No. Year Population Increase in Incremental

Population (X) Increase (Y)
1 1971 1374
2 1981 1195 -179
3 1991 708 -487 -308
4 2001 2342 1634 2121
5 2011 2389 47 -1587
Total 1015 226
Average 253.75 75.33
Say 254 76
Last Projected Population

Year Census n X n.X n+1 n(n+1)Y/2 Pn=P1+nx+(n(n+1)Y/2)
2011 2389 - - - - -
2023 2389 1.2 254 304.8 2.2 100.32 2795
2038 2389 2.7 254 685.8 3.7 379.62 3455
2053 2389 4.2 254 1066.8 5.2 829.92 4286
Page 33 of 165

3 Geometrical Increase Method
Sr. No. Year Population Increase in Growth Rate of

Population (X) Population
1 1971 1374
2 1981 1195 -179 -0.1303 A1
3 1991 708 -487 -0.4075 A2
4 2001 2342 1634 2.3079 A3
5 2011 2389 47 0.0201 A4
Total 1015
Note: Ignoring the negative figure for calculation of Geometric mean (rg).
Geometric Mean (rg) = 4 A1 X A2 X A3 X A4
= 0.2227
Year Last Decade (n) rg (1 + rg) (1 + rg)n Population

Census Pn = P x (1+rg)n
2011 2389 - - - - -
2023 2389 1.2 0.2227 1.2227 1.2728 3041
2038 2389 2.7 0.2227 1.2227 1.7209 4112
2053 2389 4.2 0.2227 1.2227 2.3266 5559
4 Graphical Method (Semilog) 5 Graphical Method (Simple)
Sr. No. Year (Y) Population (X) Sr. No. Year (Y) Population (X)
1 1971 1374 1 1971 1374
2 1981 1195 2 1981 1195
3 1991 708 3 1991 708
4 2001 2342 4 2001 2342
5 2011 2389 5 2011 2389
Year Last Population Year Last Population

Census Projection Census Projection
2023 2389 4133 2023 2389 3630

2038 2389 6787 2037 2389 4480
2053 2389 10269 2052 2389 5350
Page 34 of 165

Semilog Graph
3000
2500 y = 183.79x2 - 417.44x 2342

+ 1333.8 2389
2000
y = 317.7x + 966.2
15001374
1195
1000
708 y = 1018.8e0.1779x
500
0
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5
Simple Graph Method
6000
5350
5000 4650 5200

4480
4100
4000 3630
3500
3000
2342 2389
2000
1374
1195
1000 708
0
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
01‐01‐…
Page 35 of 165
5.2 MASS BALANCE CALCULATIONS FOR OHT
VILLAGE :- NARHAN KHASH
Considering Rate of Pumping 6.5 Hours BLOCK :- AZMATGARH
Demand for Intermediate Stage 291 KLD TEHSIL :- SAGRI
a= average hourly demand = 12.13 KL/Hr DISTRICT :- AZAMGARH

RATE OF TOTAL CUMULATIVE RATE OF CUMULATIVE
Sr. No. Period in hours BALANCE
DRAWOFF DRAWOFF DRAWOFF PUMPING INFLOW
1 2 3 4 5 6 7 8 9
1 0.00 4.00 0.08 0.32 0.32 0.00 -0.32
2 4.00 5.00 0.20 0.20 0.52 0.00 -0.52
3 5.00 6.00 0.50 0.50 1.02 0.00 -1.02
4 6.00 8.00 2.50 5.00 6.02 0.00 -6.02
5 8.00 9.00 2.50 2.50 8.52 0.00 -8.52
6 9.00 10.00 2.00 2.00 10.52 0.00 -10.52
7 10.00 11.00 1.00 1.00 11.52 3.69 3.69 -7.83
8 11.00 12.00 1.00 1.00 12.52 3.69 7.38 -5.14
9 12.00 13.30 2.00 3.00 15.52 5.54 12.92 -2.60
10 13.30 14.30 0.25 0.25 15.77 3.69 16.62 0.85
11 14.30 15.30 0.24 0.24 16.01 3.69 20.31 4.30
12 15.30 16.30 1.00 1.00 17.01 3.69 24.00 6.99
13 16.30 18.00 2.00 3.00 20.01 24.00 3.99
14 18.00 19.00 2.00 2.00 22.01 24.00 1.99
15 19.00 20.00 1.50 1.50 23.51 24.00 0.49
16 20.00 21.00 0.25 0.25 23.76 24.00 0.24
17 21.00 22.00 0.08 0.08 23.84 24.00 0.16
18 22.00 24.00 0.08 0.16 24.00 24.00 0.00
Maximum Cummulative Surplus = 6.99
Maximum Cummulative Deficit = -10.52
Capacity of Storage Reservior = 17.51 X 12.14 (a)
Design Capacity of OHT = 212.5 KL
Considered Capacity of OHT = 225 KL
Considered Staging Height of OHT = 12 metres
Page 36 of 165
5.3 HYDRAULIC DESIGN OUTPUT IN WaterGEMS SOFTWARE
PIPE REPORT
Length Internal Outer Hazen- Headloss Hydraulic Hydraulic
Start Stop Peak Flow Velocity Headloss Road
Label (Scaled) Diameter Diameter Material Williams Gradient Grade Grade
Node Node (Lit./Sec.) (m/s) (m) Type
(m) (mm) (mm) C (m/km) (Start) (m) (Stop) (m)
P-1 ESR-12 M J-1 32 162.5 180 HDPE 145 11.860 0.570 0.060 2.005 89.69 89.63 KC
P-2 J-1 J-2 22 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 89.63 89.63 KC
P-3 J-1 J-3 66 162.5 180 HDPE 145 11.740 0.570 0.130 1.967 89.63 89.50 KC
P-4 J-3 J-4 92 112.8 125 HDPE 145 5.440 0.540 0.260 2.808 89.50 89.24 BT
P-5 J-4 J-5 250 112.8 125 HDPE 145 5.380 0.540 0.690 2.751 89.24 88.55 BT
P-6 J-5 J-6 80 112.8 125 HDPE 145 4.470 0.450 0.160 1.946 88.55 88.40 BT
P-7 J-6 J-7 146 112.8 125 HDPE 145 4.230 0.420 0.260 1.757 88.40 88.14 BT
P-8 J-7 J-8 40 56.7 63 HDPE 145 0.180 0.070 0.010 0.145 88.14 88.14 BT
P-9 J-8 J-9 57 56.7 63 HDPE 145 0.120 0.050 0.000 0.068 88.14 88.13 BT
P-10 J-9 J-10 99 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 88.13 88.13 BT
P-11 J-3 J-11 73 126.3 140 HDPE 145 6.230 0.500 0.150 2.079 89.50 89.34 BT
P-12 J-11 J-12 45 126.3 140 HDPE 145 6.170 0.490 0.090 2.042 89.34 89.25 BT
P-13 J-12 J-13 53 112.8 125 HDPE 145 5.750 0.580 0.160 3.105 89.25 89.09 BT
P-14 J-13 J-14 31 112.8 125 HDPE 145 5.690 0.570 0.090 3.045 89.09 88.99 BT
P-15 J-14 J-15 82 112.8 125 HDPE 145 4.980 0.500 0.190 2.378 88.99 88.80 BT
P-16 J-15 J-16 74 99.3 110 HDPE 145 2.850 0.370 0.120 1.579 88.80 88.68 BT
P-17 J-16 J-17 85 67.4 75 HDPE 145 1.120 0.310 0.160 1.842 88.68 88.53 BT
P-18 J-17 J-18 232 67.4 75 HDPE 145 1.060 0.300 0.390 1.663 88.53 88.14 BT
P-19 J-18 J-19 8 56.7 63 HDPE 145 0.520 0.210 0.010 1.030 88.14 88.13 BT
P-20 J-19 J-20 157 56.7 63 HDPE 145 0.220 0.090 0.030 0.208 88.13 88.10 BT
P-21 J-20 J-21 27 56.7 63 HDPE 145 0.040 0.020 0.000 0.009 88.10 88.10 BT
P-22 J-5 J-22 97 56.7 63 HDPE 145 0.860 0.340 0.250 2.614 88.55 88.30 PR
P-23 J-22 J-23 6 56.7 63 HDPE 145 0.760 0.300 0.010 2.084 88.30 88.29 PR
P-24 J-23 J-24 33 56.7 63 HDPE 145 0.660 0.260 0.050 1.608 88.29 88.23 PR
P-25 J-24 J-25 26 56.7 63 HDPE 145 0.600 0.240 0.030 1.348 88.23 88.20 PR
P-26 J-25 J-26 63 56.7 63 HDPE 145 0.480 0.190 0.060 0.892 88.20 88.14 PR
P-27 J-26 J-27 70 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 88.14 88.14 PR
P-28 J-26 J-28 41 56.7 63 HDPE 145 0.360 0.140 0.020 0.523 88.14 88.12 PR
P-29 J-28 J-29 50 56.7 63 HDPE 145 0.300 0.120 0.020 0.373 88.12 88.10 PR
P-30 J-29 J-30 56 56.7 63 HDPE 145 0.240 0.100 0.010 0.247 88.10 88.09 PR
P-31 J-30 J-31 83 56.7 63 HDPE 145 0.180 0.070 0.010 0.145 88.09 88.08 PR
P-32 J-31 J-32 45 56.7 63 HDPE 145 0.120 0.050 0.000 0.068 88.08 88.07 PR
P-33 J-32 J-33 29 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 88.07 88.07 PR
P-34 J-22 J-34 56 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 88.30 88.30 PR
P-35 J-23 J-35 43 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 88.29 88.29 PR
P-36 J-25 J-36 40 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 88.20 88.20 PR
P-37 J-6 J-37 98 56.7 63 HDPE 145 0.180 0.070 0.010 0.145 88.40 88.38 KC
P-38 J-37 J-38 11 56.7 63 HDPE 145 0.120 0.050 0.000 0.069 88.38 88.38 KC
P-39 J-38 J-39 19 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 88.38 88.38 KC
P-40 J-7 J-40 110 99.3 110 HDPE 145 3.990 0.510 0.320 2.934 88.14 87.82 PR
P-41 J-40 J-41 46 99.3 110 HDPE 145 3.570 0.460 0.110 2.391 87.82 87.71 PR
P-42 J-41 J-42 32 99.3 110 HDPE 145 3.510 0.450 0.080 2.317 87.71 87.63 PR
P-43 J-42 J-43 92 99.3 110 HDPE 145 3.450 0.450 0.210 2.244 87.63 87.43 PR
P-44 J-43 J-44 31 99.3 110 HDPE 145 2.420 0.310 0.040 1.159 87.43 87.39 PR
P-45 J-44 J-45 5 99.3 110 HDPE 145 2.300 0.300 0.010 1.055 87.39 87.39 PR
P-46 J-45 J-46 56 81.1 90 HDPE 145 2.180 0.420 0.140 2.560 87.39 87.24 PR
P-47 J-46 J-47 37 81.1 90 HDPE 145 2.080 0.400 0.090 2.349 87.24 87.15 PR
P-48 J-47 J-48 122 81.1 90 HDPE 145 2.020 0.390 0.270 2.225 87.15 86.88 PR
P-49 J-48 J-49 120 81.1 90 HDPE 145 1.780 0.340 0.210 1.765 86.88 86.67 PR
P-50 J-49 J-50 21 81.1 90 HDPE 145 1.720 0.330 0.030 1.656 86.67 86.64 PR
P-51 J-50 J-51 59 81.1 90 HDPE 145 1.620 0.310 0.090 1.484 86.64 86.55 PR
P-52 J-51 J-52 18 81.1 90 HDPE 145 1.520 0.290 0.020 1.320 86.55 86.53 PR
P-53 J-52 J-53 43 67.4 75 HDPE 145 1.460 0.410 0.130 3.018 86.53 86.39 PR
P-54 J-53 J-54 16 67.4 75 HDPE 145 1.360 0.380 0.040 2.650 86.39 86.35 PR
P-55 J-54 J-55 13 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 86.35 86.35 PR
P-56 J-40 J-56 12 56.7 63 HDPE 145 0.360 0.140 0.010 0.516 87.82 87.81 KC
P-57 J-56 J-57 42 56.7 63 HDPE 145 0.240 0.090 0.010 0.241 87.81 87.80 KC
P-58 J-57 J-58 39 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.80 87.80 KC
P-59 J-56 J-59 20 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.81 87.81 KC
P-60 J-57 J-60 9 56.7 63 HDPE 145 0.140 0.050 0.000 0.088 87.80 87.80 KC
P-61 J-60 J-61 17 56.7 63 HDPE 145 0.040 0.020 0.000 0.009 87.80 87.80 KC
P-62 J-60 J-62 41 56.7 63 HDPE 145 0.040 0.020 0.000 0.009 87.80 87.80 KC
P-63 J-46 J-63 73 56.7 63 HDPE 145 0.040 0.020 0.000 0.008 87.24 87.24 PR
P-64 J-43 J-64 37 67.4 75 HDPE 145 0.980 0.270 0.050 1.427 87.43 87.38 PR
P-65 J-64 J-65 14 67.4 75 HDPE Page 37 of 165
145 0.940 0.260 0.020 1.323 87.38 87.36 PR
PIPE REPORT
P-66 J-65 J-66 32 56.7 63 HDPE 145 0.900 0.360 0.090 2.838 87.36 87.27 PR
P-67 J-66 J-67 32 56.7 63 HDPE 145 0.740 0.290 0.060 1.977 87.27 87.20 PR
P-68 J-67 J-68 28 56.7 63 HDPE 145 0.520 0.210 0.030 1.030 87.20 87.17 PR
P-69 J-68 J-80 30 56.7 63 HDPE 145 0.360 0.140 0.020 0.523 87.17 87.16 PR
P-70 J-80 J-69 35 56.7 63 HDPE 145 0.240 0.100 0.010 0.247 87.16 87.15 PR
P-71 J-69 J-70 66 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.15 87.15 PR
P-72 J-66 J-71 53 56.7 63 HDPE 145 0.120 0.050 0.000 0.068 87.27 87.26 KC
P-73 J-71 J-72 21 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.26 87.26 KC
P-74 J-67 J-73 11 56.7 63 HDPE 145 0.180 0.070 0.000 0.145 87.20 87.20 PR
P-75 J-73 J-74 75 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.20 87.20 KC
P-76 J-73 J-75 25 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.20 87.20 PR
P-77 J-68 J-76 17 56.7 63 HDPE 145 0.120 0.050 0.000 0.069 87.17 87.17 KC
P-78 J-76 J-77 62 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.17 87.17 KC
P-79 J-69 J-78 58 56.7 63 HDPE 145 0.120 0.050 0.000 0.068 87.15 87.15 PR
P-80 J-78 J-79 16 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.15 87.15 PR
P-81 J-80 J-81 44 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.16 87.16 KC
P-82 J-44 J-82 28 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.39 87.39 KC
P-83 J-45 J-83 22 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.39 87.38 KC
P-84 J-48 J-84 17 56.7 63 HDPE 145 0.180 0.070 0.000 0.141 86.88 86.88 KC
P-85 J-84 J-85 14 56.7 63 HDPE 145 0.080 0.030 0.000 0.031 86.88 86.88 KC
P-86 J-85 J-86 19 56.7 63 HDPE 145 0.040 0.020 0.000 0.008 86.88 86.88 KC
P-87 J-84 J-87 16 56.7 63 HDPE 145 0.040 0.020 0.000 0.008 86.88 86.88 PR
P-88 J-50 J-88 25 56.7 63 HDPE 145 0.040 0.020 0.000 0.008 86.64 86.64 PR
P-89 J-51 J-89 42 56.7 63 HDPE 145 0.040 0.020 0.000 0.009 86.55 86.55 PR
P-90 J-53 J-90 26 56.7 63 HDPE 145 0.040 0.020 0.000 0.009 86.39 86.39 PR
P-91 J-54 J-91 30 67.4 75 HDPE 145 1.240 0.350 0.070 2.234 86.35 86.29 PR
P-92 J-91 J-92 20 56.7 63 HDPE 145 0.040 0.020 0.000 0.009 86.29 86.29 KC
P-93 J-91 J-93 23 67.4 75 HDPE 145 1.160 0.330 0.050 1.981 86.29 86.24 KC
P-94 J-93 J-94 32 67.4 75 HDPE 145 1.130 0.320 0.060 1.860 86.24 86.18 KC
P-95 J-94 J-95 17 67.4 75 HDPE 145 1.090 0.300 0.030 1.743 86.18 86.15 PR
P-96 J-95 J-96 33 67.4 75 HDPE 145 1.050 0.290 0.050 1.628 86.15 86.10 PR
P-97 J-96 J-97 10 67.4 75 HDPE 145 0.930 0.260 0.010 1.300 86.10 86.09 PR
P-98 J-97 J-98 32 56.7 63 HDPE 145 0.400 0.160 0.020 0.642 86.09 86.06 PR
P-99 J-98 J-99 75 56.7 63 HDPE 145 0.280 0.110 0.020 0.333 86.06 86.04 PR
P-100 J-99 J-100 57 56.7 63 HDPE 145 0.240 0.100 0.010 0.253 86.04 86.03 PR
P-101 J-100 J-101 26 56.7 63 HDPE 145 0.080 0.030 0.000 0.033 86.03 86.02 PR
P-102 J-96 J-102 35 56.7 63 HDPE 145 0.080 0.030 0.000 0.033 86.10 86.10 PR
P-103 J-97 J-103 43 56.7 63 HDPE 145 0.490 0.190 0.040 0.912 86.09 86.05 PR
P-104 J-103 J-104 40 56.7 63 HDPE 145 0.410 0.160 0.030 0.651 86.05 86.02 PR
P-105 J-104 J-105 61 56.7 63 HDPE 145 0.240 0.100 0.020 0.253 86.02 86.00 PR
P-106 J-105 J-106 40 56.7 63 HDPE 145 0.160 0.060 0.000 0.119 86.00 86.00 PR
P-107 J-106 J-107 10 56.7 63 HDPE 145 0.080 0.030 0.000 0.033 86.00 86.00 PR
P-108 J-98 J-108 22 56.7 63 HDPE 145 0.080 0.030 0.000 0.033 86.06 86.06 PR
P-109 J-104 J-109 42 56.7 63 HDPE 145 0.080 0.030 0.000 0.033 86.02 86.02 CC
P-110 J-100 J-110 55 56.7 63 HDPE 145 0.080 0.030 0.000 0.033 86.03 86.02 PR
P-111 J-12 J-111 38 56.7 63 HDPE 145 0.360 0.140 0.020 0.531 89.25 89.23 BT
P-112 J-111 J-112 227 56.7 63 HDPE 145 0.280 0.110 0.080 0.333 89.23 89.16 BT
P-113 J-112 J-113 140 56.7 63 HDPE 145 0.200 0.080 0.020 0.178 89.16 89.13 BT
P-114 J-113 J-114 35 56.7 63 HDPE 145 0.120 0.050 0.000 0.068 89.13 89.13 BT
P-115 J-114 J-115 63 56.7 63 HDPE 145 0.040 0.020 0.000 0.009 89.13 89.13 BT
P-116 J-14 J-116 117 56.7 63 HDPE 145 0.650 0.260 0.180 1.568 88.99 88.81 BT
P-117 J-116 J-117 100 56.7 63 HDPE 145 0.590 0.230 0.130 1.311 88.81 88.68 BT
P-118 J-117 J-118 133 56.7 63 HDPE 145 0.550 0.220 0.150 1.155 88.68 88.52 BT
P-119 J-118 J-119 41 56.7 63 HDPE 145 0.430 0.170 0.030 0.733 88.52 88.49 BT
P-120 J-119 J-120 89 56.7 63 HDPE 145 0.390 0.160 0.050 0.616 88.49 88.44 BT
P-121 J-120 J-121 26 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 88.44 88.44 BT
P-122 J-118 J-122 73 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 88.52 88.52 PR
P-123 J-15 J-123 187 81.1 90 HDPE 145 2.060 0.400 0.440 2.324 88.80 88.36 BT
P-124 J-123 J-124 131 81.1 90 HDPE 145 2.030 0.390 0.290 2.243 88.36 88.07 BT
P-125 J-124 J-125 38 81.1 90 HDPE 145 1.970 0.380 0.080 2.121 88.07 87.99 BT
P-126 J-125 J-126 94 81.1 90 HDPE 145 1.930 0.370 0.190 2.044 87.99 87.80 BT
P-127 J-126 J-127 106 81.1 90 HDPE 145 1.890 0.370 0.210 1.968 87.80 87.59 BT
P-128 J-127 J-128 59 56.7 63 HDPE 145 0.890 0.350 0.160 2.786 87.59 87.42 BT
P-129 J-128 J-129 140 56.7 63 HDPE 145 0.790 0.310 0.310 2.238 87.42 87.11 BT
P-130 J-129 J-130 170 56.7 63 HDPE 145 0.750 0.300 0.350 2.037 87.11 86.77 BT
P-131 J-130 J-131 94 56.7 63 HDPE
Page 38 of 165
145 0.710 0.280 0.170 1.846 86.77 86.59 BT
PIPE REPORT
P-132 J-131 J-132 12 56.7 63 HDPE 145 0.370 0.150 0.010 0.565 86.59 86.59 BT
P-133 J-132 J-133 23 56.7 63 HDPE 145 0.280 0.110 0.010 0.320 86.59 86.58 PR
P-134 J-133 J-134 21 56.7 63 HDPE 145 0.180 0.070 0.000 0.141 86.58 86.57 PR
P-135 J-134 J-135 29 56.7 63 HDPE 145 0.080 0.030 0.000 0.031 86.57 86.57 PR
P-136 J-135 J-136 49 56.7 63 HDPE 145 0.040 0.020 0.000 0.009 86.57 86.57 PR
P-137 J-131 J-137 12 56.7 63 HDPE 145 0.300 0.120 0.000 0.367 86.59 86.59 BT
P-138 J-137 J-138 46 56.7 63 HDPE 145 0.080 0.030 0.000 0.031 86.59 86.59 PR
P-139 J-138 J-139 80 56.7 63 HDPE 145 0.040 0.020 0.000 0.009 86.59 86.59 PR
P-140 J-137 J-140 36 56.7 63 HDPE 145 0.180 0.070 0.010 0.145 86.59 86.58 BT
P-141 J-140 J-141 61 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 86.58 86.58 BT
P-142 J-132 J-142 40 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 86.59 86.58 KC
P-143 J-133 J-143 39 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 86.58 86.58 PR
P-144 J-134 J-144 43 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 86.57 86.57 PR
P-145 J-140 J-145 11 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 86.58 86.58 PR
P-146 J-128 J-146 13 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.42 87.42 PR
P-147 J-127 J-147 90 67.4 75 HDPE 145 0.960 0.270 0.130 1.387 87.59 87.46 BT
P-148 J-147 J-148 34 56.7 63 HDPE 145 0.900 0.360 0.100 2.856 87.46 87.37 BT
P-149 J-148 J-149 44 56.7 63 HDPE 145 0.780 0.310 0.100 2.191 87.37 87.27 BT
P-150 J-149 J-150 12 56.7 63 HDPE 145 0.720 0.290 0.020 1.889 87.27 87.25 BT
P-151 J-150 J-151 32 56.7 63 HDPE 145 0.540 0.210 0.040 1.109 87.25 87.21 PR
P-152 J-151 J-152 17 56.7 63 HDPE 145 0.240 0.100 0.000 0.247 87.21 87.21 KC
P-153 J-152 J-153 14 56.7 63 HDPE 145 0.120 0.050 0.000 0.069 87.21 87.21 KC
P-154 J-153 J-154 21 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.21 87.21 KC
P-155 J-150 J-155 42 56.7 63 HDPE 145 0.120 0.050 0.000 0.069 87.25 87.24 CC
P-156 J-155 J-156 70 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.24 87.24 CC
P-157 J-151 J-157 21 56.7 63 HDPE 145 0.240 0.100 0.010 0.247 87.21 87.21 CC
P-158 J-157 J-158 16 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.21 87.21 CC
P-159 J-157 J-159 25 56.7 63 HDPE 145 0.120 0.050 0.000 0.068 87.21 87.21 CC
P-160 J-159 J-160 18 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.21 87.21 CC
P-161 J-152 J-161 16 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.21 87.21 KC
P-162 J-148 J-162 44 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.37 87.37 KC
P-163 J-19 J-163 175 56.7 63 HDPE 145 0.240 0.100 0.040 0.247 88.13 88.09 PR
P-164 J-163 J-164 90 56.7 63 HDPE 145 0.120 0.050 0.010 0.068 88.09 88.08 PR
P-165 J-164 J-165 48 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 88.08 88.08 PR
P-166 J-163 J-166 55 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 88.09 88.09 KC
P-167 J-16 J-167 121 81.1 90 HDPE 145 1.670 0.320 0.190 1.577 88.68 88.49 BT
P-168 J-167 J-168 138 81.1 90 HDPE 145 1.610 0.310 0.200 1.474 88.49 88.29 BT
P-169 J-168 J-169 47 81.1 90 HDPE 145 1.490 0.290 0.060 1.277 88.29 88.23 BT
P-170 J-169 J-170 5 67.4 75 HDPE 145 1.370 0.390 0.010 2.694 88.23 88.21 BT
P-171 J-170 J-171 12 67.4 75 HDPE 145 1.190 0.330 0.020 2.076 88.21 88.19 BT
P-172 J-171 J-172 19 67.4 75 HDPE 145 1.070 0.300 0.030 1.707 88.19 88.16 BT
P-173 J-172 J-173 26 67.4 75 HDPE 145 0.950 0.270 0.040 1.371 88.16 88.12 BT
P-174 J-173 J-174 35 56.7 63 HDPE 145 0.890 0.350 0.100 2.821 88.12 88.02 BT
Page 39 of 165
PIPE REPORT
P-175 J-174 J-175 28 56.7 63 HDPE 145 0.770 0.310 0.060 2.160 88.02 87.96 PR
P-176 J-175 J-176 118 56.7 63 HDPE 145 0.650 0.260 0.190 1.581 87.96 87.77 PR
P-177 J-176 J-177 21 56.7 63 HDPE 145 0.590 0.240 0.030 1.323 87.77 87.75 PR
P-178 J-177 J-178 51 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.75 87.75 PR
P-179 J-177 J-179 32 56.7 63 HDPE 145 0.470 0.190 0.030 0.871 87.75 87.72 PR
P-180 J-179 J-180 36 56.7 63 HDPE 145 0.410 0.160 0.020 0.678 87.72 87.69 PR
P-181 J-180 J-181 8 56.7 63 HDPE 145 0.350 0.140 0.000 0.507 87.69 87.69 KC
P-182 J-181 J-182 38 56.7 63 HDPE 145 0.260 0.100 0.010 0.276 87.69 87.68 KC
P-183 J-182 J-183 6 56.7 63 HDPE 145 0.080 0.030 0.000 0.032 87.68 87.68 PR
P-184 J-183 J-184 45 56.7 63 HDPE 145 0.040 0.020 0.000 0.008 87.68 87.68 PR
P-185 J-182 J-185 31 56.7 63 HDPE 145 0.120 0.050 0.000 0.065 87.68 87.68 KC
P-186 J-185 J-186 18 56.7 63 HDPE 145 0.040 0.020 0.000 0.008 87.68 87.68 KC
P-187 J-120 J-187 94 56.7 63 HDPE 145 0.270 0.110 0.030 0.314 88.44 88.41 CC
P-188 J-187 J-188 55 56.7 63 HDPE 145 0.230 0.090 0.010 0.236 88.41 88.40 CC
P-189 J-188 J-189 14 56.7 63 HDPE 145 0.200 0.080 0.000 0.168 88.40 88.40 PR
P-190 J-189 J-190 22 56.7 63 HDPE 145 0.120 0.050 0.000 0.066 88.40 88.39 PR
P-191 J-190 J-191 24 56.7 63 HDPE 145 0.080 0.030 0.000 0.031 88.39 88.39 PR
P-192 J-191 J-192 53 56.7 63 HDPE 145 0.040 0.020 0.000 0.008 88.39 88.39 PR
P-193 J-189 J-193 52 56.7 63 HDPE 145 0.040 0.020 0.000 0.009 88.40 88.39 PR
P-194 J-185 J-194 38 56.7 63 HDPE 145 0.040 0.020 0.000 0.008 87.68 87.68 KC
P-195 J-181 J-195 23 56.7 63 HDPE 145 0.040 0.020 0.000 0.009 87.69 87.69 KC
P-196 J-175 J-196 18 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.96 87.96 PR
P-197 J-174 J-197 41 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 88.02 88.02 PR
P-198 J-171 J-198 32 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 88.19 88.19 PR
P-199 J-168 J-199 27 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 88.29 88.29 CC
P-200 J-169 J-200 53 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 88.23 88.23 BT
P-201 J-18 J-201 172 56.7 63 HDPE 145 0.480 0.190 0.150 0.892 88.14 87.99 BT
P-202 J-201 J-202 12 56.7 63 HDPE 145 0.360 0.140 0.010 0.523 87.99 87.98 BT
P-203 J-202 J-203 41 56.7 63 HDPE 145 0.120 0.050 0.000 0.068 87.98 87.98 BT
P-204 J-203 J-204 52 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.98 87.98 CC
P-205 J-170 J-205 44 56.7 63 HDPE 145 0.120 0.050 0.000 0.068 88.21 88.21 PR
P-206 J-205 J-206 61 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 88.21 88.21 CC
P-207 J-172 J-207 90 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 88.16 88.16 CC
P-208 J-201 J-208 40 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.99 87.99 PR
P-209 J-20 J-209 82 56.7 63 HDPE 145 0.120 0.050 0.010 0.068 88.10 88.09 BT
P-210 J-209 J-210 222 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 88.09 88.09 BT
P-211 J-202 J-211 62 56.7 63 HDPE 145 0.180 0.070 0.010 0.145 87.98 87.97 KC
P-212 J-211 J-212 28 56.7 63 HDPE 145 0.120 0.050 0.000 0.069 87.97 87.97 KC
P-213 J-212 J-213 119 56.7 63 HDPE 145 0.060 0.020 0.000 0.019 87.97 87.97 KC
ID (mm) OD (mm) MOC LENGTH (m)

56.7 63 HDPE 7800
67.4 75 HDPE 724
81.1 90 HDPE 1295
99.3 110 HDPE 391
112.8 125 HDPE 733
126.3 140 HDPE 119
144.4 160 HDPE 0
162.5 180 HDPE 98
180.6 200 HDPE 0
200 200 DI 0
250 250 DI 0
300 300 DI 0
TOTAL LENGTH (m) 11,160
Page 40 of 165
JUNCTION REPORT
Average Demand Peak Demand Hydraulic Grade
Junction Label Elevation (m) Peak Factor Pressure (m H2O)
(Lit./Sec) (Lit./Sec) (m)
J-1 77.48 0.02 3.00 0.06 89.63 12.00

J-2 77.33 0.02 3.00 0.06 89.63 12.00
J-3 77.60 0.02 3.00 0.06 89.50 12.00
J-4 77.26 0.02 3.00 0.06 89.24 12.00
J-5 76.44 0.02 3.00 0.06 88.55 12.00
J-6 75.53 0.02 3.00 0.06 88.40 13.00
J-7 75.01 0.02 3.00 0.06 88.14 13.00
J-8 75.11 0.02 3.00 0.06 88.14 13.00
J-9 74.89 0.02 3.00 0.06 88.13 13.00
J-10 74.45 0.02 3.00 0.06 88.13 14.00
J-11 77.91 0.02 3.00 0.06 89.34 11.00
J-12 77.92 0.02 3.00 0.06 89.25 11.00
J-13 77.36 0.02 3.00 0.06 89.09 12.00
J-14 77.21 0.02 3.00 0.06 88.99 12.00
J-15 76.88 0.02 3.00 0.06 88.80 12.00
J-16 76.58 0.02 3.00 0.06 88.68 12.00
J-17 76.23 0.02 3.00 0.06 88.53 12.00
J-18 75.11 0.02 3.00 0.06 88.14 13.00
J-19 74.91 0.02 3.00 0.06 88.13 13.00
J-20 75.01 0.02 3.00 0.06 88.10 13.00
J-21 75.02 0.01 3.00 0.04 88.10 13.00
J-22 76.49 0.01 3.00 0.04 88.30 12.00
J-23 76.57 0.01 3.00 0.04 88.29 12.00
J-24 76.91 0.02 3.00 0.06 88.23 11.00
J-25 76.85 0.02 3.00 0.06 88.20 11.00
J-26 76.89 0.02 3.00 0.06 88.14 11.00
J-27 76.64 0.02 3.00 0.06 88.14 11.00
J-28 76.84 0.02 3.00 0.06 88.12 11.00
J-29 76.50 0.02 3.00 0.06 88.10 12.00
J-30 76.56 0.02 3.00 0.06 88.09 12.00
J-31 76.49 0.02 3.00 0.06 88.08 12.00
J-32 76.69 0.02 3.00 0.06 88.07 11.00
J-33 76.28 0.02 3.00 0.06 88.07 12.00
J-34 76.64 0.02 3.00 0.06 88.30 12.00
J-35 76.55 0.02 3.00 0.06 88.29 12.00
J-36 76.64 0.02 3.00 0.06 88.20 12.00
J-37 76.47 0.02 3.00 0.06 88.38 12.00
J-38 76.36 0.02 3.00 0.06 88.38 12.00
J-39 76.18 0.02 3.00 0.06 88.38 12.00
J-40 75.52 0.02 3.00 0.06 87.82 12.00
J-41 75.91 0.02 3.00 0.06 87.71 12.00
J-42 76.18 0.02 3.00 0.06 87.63 11.00
J-43 76.39 0.02 Page3.00
41 of 165 0.06 87.43 11.00
JUNCTION REPORT
J-44 76.26 0.02 3.00 0.06 87.39 11.00

J-45 76.40 0.02 3.00 0.06 87.39 11.00
J-46 76.57 0.02 3.00 0.06 87.24 11.00
J-47 76.55 0.02 3.00 0.06 87.15 11.00
J-48 76.39 0.02 3.00 0.06 86.88 10.00
J-49 76.12 0.02 3.00 0.06 86.67 11.00
J-50 76.06 0.02 3.00 0.06 86.64 11.00
J-51 76.33 0.02 3.00 0.06 86.55 10.00
J-52 76.39 0.02 3.00 0.06 86.53 10.00
J-53 76.71 0.02 3.00 0.06 86.39 10.00
J-54 76.71 0.02 3.00 0.06 86.35 10.00
J-55 77.23 0.02 3.00 0.06 86.35 9.00
J-56 75.67 0.02 3.00 0.06 87.81 12.00
J-57 76.01 0.01 3.00 0.04 87.80 12.00
J-58 75.82 0.02 3.00 0.06 87.80 12.00
J-59 77.04 0.02 3.00 0.06 87.81 11.00
J-60 76.08 0.02 3.00 0.06 87.80 12.00
J-61 76.71 0.01 3.00 0.04 87.80 11.00
J-62 76.56 0.01 3.00 0.04 87.80 11.00
J-63 76.61 0.01 3.00 0.04 87.24 11.00
J-64 76.53 0.01 3.00 0.04 87.38 11.00
J-65 76.54 0.01 3.00 0.04 87.36 11.00
J-66 76.63 0.01 3.00 0.04 87.27 11.00
J-67 76.83 0.01 3.00 0.04 87.20 10.00
J-68 77.24 0.01 3.00 0.04 87.17 10.00
J-69 76.62 0.02 3.00 0.06 87.15 11.00
J-70 76.65 0.02 3.00 0.06 87.15 10.00
J-71 76.80 0.02 3.00 0.06 87.26 10.00
J-72 76.34 0.02 3.00 0.06 87.26 11.00
J-73 77.13 0.02 3.00 0.06 87.20 10.00
J-74 76.37 0.02 3.00 0.06 87.20 11.00
J-75 77.47 0.02 3.00 0.06 87.20 10.00
J-76 78.30 0.02 3.00 0.06 87.17 9.00
J-77 76.50 0.02 3.00 0.06 87.17 11.00
J-78 76.36 0.02 3.00 0.06 87.15 11.00
J-79 76.15 0.02 3.00 0.06 87.15 11.00
J-80 77.31 0.02 3.00 0.06 87.16 10.00
J-81 76.35 0.02 3.00 0.06 87.16 11.00
J-82 76.45 0.02 3.00 0.06 87.39 11.00
J-83 76.24 0.02 3.00 0.06 87.38 11.00
J-84 76.04 0.02 3.00 0.06 86.88 11.00
J-85 76.03 0.01 3.00 0.04 86.88 11.00
J-86 76.01 0.01 3.00 0.04 86.88 11.00
J-87 76.15 0.01 Page3.00
42 of 165 0.04 86.88 11.00
JUNCTION REPORT
J-88 75.49 0.01 3.00 0.04 86.64 11.00

J-89 76.48 0.01 3.00 0.04 86.55 10.00
J-90 76.51 0.01 3.00 0.04 86.39 10.00
J-91 76.55 0.01 3.00 0.04 86.29 10.00
J-92 77.50 0.01 3.00 0.04 86.29 9.00
J-93 76.43 0.01 3.00 0.04 86.24 10.00
J-94 76.38 0.01 3.00 0.04 86.18 10.00
J-95 76.38 0.01 3.00 0.04 86.15 10.00
J-96 76.30 0.01 3.00 0.04 86.10 10.00
J-97 76.30 0.01 3.00 0.04 86.09 10.00
J-98 76.39 0.01 3.00 0.04 86.06 10.00
J-99 76.62 0.01 3.00 0.04 86.04 9.00
J-100 77.50 0.03 3.00 0.08 86.03 9.00
J-101 76.69 0.03 3.00 0.08 86.02 9.00
J-102 76.45 0.03 3.00 0.08 86.10 10.00
J-103 76.50 0.03 3.00 0.08 86.05 10.00
J-104 76.29 0.03 3.00 0.08 86.02 10.00
J-105 76.95 0.03 3.00 0.08 86.00 9.00
J-106 77.33 0.03 3.00 0.08 86.00 9.00
J-107 76.87 0.03 3.00 0.08 86.00 9.00
J-108 76.35 0.03 3.00 0.08 86.06 10.00
J-109 76.59 0.03 3.00 0.08 86.02 9.00
J-110 77.50 0.03 3.00 0.08 86.02 9.00
J-111 77.39 0.03 3.00 0.08 89.23 12.00
J-112 76.89 0.03 3.00 0.08 89.16 12.00
J-113 76.55 0.03 3.00 0.08 89.13 13.00
J-114 76.35 0.03 3.00 0.08 89.13 13.00
J-115 76.40 0.01 3.00 0.04 89.13 13.00
J-116 77.57 0.02 3.00 0.06 88.81 11.00
J-117 78.03 0.01 3.00 0.04 88.68 11.00
J-118 77.44 0.02 3.00 0.06 88.52 11.00
J-119 77.60 0.01 3.00 0.04 88.49 11.00
J-120 77.77 0.02 3.00 0.06 88.44 11.00
J-121 77.36 0.02 3.00 0.06 88.44 11.00
J-122 76.65 0.02 3.00 0.06 88.52 12.00
J-123 76.88 0.01 3.00 0.04 88.36 11.00
J-124 76.92 0.02 3.00 0.06 88.07 11.00
J-125 76.41 0.01 3.00 0.04 87.99 12.00
J-126 75.47 0.01 3.00 0.04 87.80 12.00
J-127 74.83 0.01 3.00 0.04 87.59 13.00
J-128 74.81 0.01 3.00 0.04 87.42 13.00
J-129 74.60 0.01 3.00 0.04 87.11 12.00
J-130 74.34 0.01 3.00 0.04 86.77 12.00
J-131 74.04 0.01 Page3.00
43 of 165 0.04 86.59 13.00
JUNCTION REPORT
J-132 74.39 0.01 3.00 0.04 86.59 12.00

J-133 74.57 0.01 3.00 0.04 86.58 12.00
J-134 74.75 0.01 3.00 0.04 86.57 12.00
J-135 74.38 0.01 3.00 0.04 86.57 12.00
J-136 74.39 0.01 3.00 0.04 86.57 12.00
J-137 74.45 0.01 3.00 0.04 86.59 12.00
J-138 73.58 0.01 3.00 0.04 86.59 13.00
J-139 73.72 0.01 3.00 0.04 86.59 13.00
J-140 74.64 0.02 3.00 0.06 86.58 12.00
J-141 73.74 0.02 3.00 0.06 86.58 13.00
J-142 74.08 0.02 3.00 0.06 86.58 12.00
J-143 74.34 0.02 3.00 0.06 86.58 12.00
J-144 74.23 0.02 3.00 0.06 86.57 12.00
J-145 75.48 0.02 3.00 0.06 86.58 11.00
J-146 74.57 0.02 3.00 0.06 87.42 13.00
J-147 75.33 0.02 3.00 0.06 87.46 12.00
J-148 74.82 0.02 3.00 0.06 87.37 13.00
J-149 74.90 0.02 3.00 0.06 87.27 12.00
J-150 75.14 0.02 3.00 0.06 87.25 12.00
J-151 75.29 0.02 3.00 0.06 87.21 12.00
J-152 74.95 0.02 3.00 0.06 87.21 12.00
J-153 74.36 0.02 3.00 0.06 87.21 13.00
J-154 74.27 0.02 3.00 0.06 87.21 13.00
J-155 74.82 0.02 3.00 0.06 87.24 12.00
J-156 74.35 0.02 3.00 0.06 87.24 13.00
J-157 74.99 0.02 3.00 0.06 87.21 12.00
J-158 75.14 0.02 3.00 0.06 87.21 12.00
J-159 74.81 0.02 3.00 0.06 87.21 12.00
J-160 74.61 0.02 3.00 0.06 87.21 13.00
J-161 74.65 0.02 3.00 0.06 87.21 13.00
J-162 74.40 0.02 3.00 0.06 87.37 13.00
J-163 74.22 0.02 3.00 0.06 88.09 14.00
J-164 74.66 0.02 3.00 0.06 88.08 13.00
J-165 74.58 0.02 3.00 0.06 88.08 13.00
J-166 74.37 0.02 3.00 0.06 88.09 14.00
J-167 76.54 0.02 3.00 0.06 88.49 12.00
J-168 75.80 0.02 3.00 0.06 88.29 12.00
J-169 75.78 0.02 3.00 0.06 88.23 12.00
J-170 75.86 0.02 3.00 0.06 88.21 12.00
J-171 75.77 0.02 3.00 0.06 88.19 12.00
J-172 75.39 0.02 3.00 0.06 88.16 13.00
J-173 75.37 0.02 3.00 0.06 88.12 13.00
J-174 75.47 0.02 3.00 0.06 88.02 13.00
J-175 75.69 0.02 Page3.00
44 of 165 0.06 87.96 12.00
JUNCTION REPORT
J-176 76.68 0.02 3.00 0.06 87.77 11.00

J-177 76.51 0.02 3.00 0.06 87.75 11.00
J-178 77.53 0.02 3.00 0.06 87.75 10.00
J-179 76.48 0.02 3.00 0.06 87.72 11.00
J-180 75.81 0.02 3.00 0.06 87.69 12.00
J-181 76.34 0.02 3.00 0.06 87.69 11.00
J-182 76.06 0.02 3.00 0.06 87.68 12.00
J-183 76.00 0.01 3.00 0.04 87.68 12.00
J-184 76.20 0.01 3.00 0.04 87.68 11.00
J-185 76.47 0.01 3.00 0.04 87.68 11.00
J-186 76.21 0.01 3.00 0.04 87.68 11.00
J-187 76.19 0.01 3.00 0.04 88.41 12.00
J-188 75.51 0.01 3.00 0.04 88.40 13.00
J-189 76.18 0.01 3.00 0.04 88.40 12.00
J-190 75.92 0.01 3.00 0.04 88.39 12.00
J-191 75.72 0.01 3.00 0.04 88.39 13.00
J-192 75.05 0.01 3.00 0.04 88.39 13.00
J-193 76.00 0.01 3.00 0.04 88.39 12.00
J-194 76.30 0.01 3.00 0.04 87.68 11.00
J-195 76.26 0.01 3.00 0.04 87.69 11.00
J-196 75.54 0.02 3.00 0.06 87.96 12.00
J-197 75.64 0.02 3.00 0.06 88.02 12.00
J-198 75.78 0.02 3.00 0.06 88.19 12.00
J-199 75.76 0.02 3.00 0.06 88.29 12.00
J-200 75.99 0.02 3.00 0.06 88.23 12.00
J-201 74.87 0.02 3.00 0.06 87.99 13.00
J-202 74.92 0.02 3.00 0.06 87.98 13.00
J-203 74.92 0.02 3.00 0.06 87.98 13.00
J-204 74.60 0.02 3.00 0.06 87.98 13.00
J-205 75.40 0.02 3.00 0.06 88.21 13.00
J-206 74.94 0.02 3.00 0.06 88.21 13.00
J-207 74.68 0.02 3.00 0.06 88.16 13.00
J-208 74.88 0.02 3.00 0.06 87.99 13.00
J-209 74.72 0.02 3.00 0.06 88.09 13.00
J-210 74.38 0.02 3.00 0.06 88.09 14.00
J-211 73.98 0.02 3.00 0.06 87.97 14.00
J-212 74.29 0.02 3.00 0.06 87.97 14.00
J-213 74.38 0.02 3.00 0.06 87.97 14.00
Junction Label Pressure (m H2O)

Minimum Terminal Pressure J-55 9.00
Maximum Terminal Pressure J-213 14.00
Page 45 of 165
AZAMGARH, U.P.
OHT REPORT
Label Elevation (Base) (m) Elevation (Top) (m) Staging Height (m) Flow (Out net) (L/s) Hydraulic Grade (m)
ESR - 12 M 77.69 89.69 12 11.86 89.69
Page 46 of 165
VALVE STATEMENT - DISTRIBUTION NETWORK
SLUICE VALVE SCOUR VALVE AIR VALVE FIRE HYDRANT
PIPE NO DIA IN MM DIA IN MM DIA IN MM DIA IN MM
300 250 200 150 125 100 80 80 150 80 50 20 80
1 2 3 4 5 6 7 8 11 12 13 14 15 16
P-1 1 1
P-5 1
P-123 1
P-16 1
P-22 1
P-128 1
P-17 1
P-49 1
P-110 1
P-144 1
P-86 1
TOTAL 0 0 0 1 0 1 2 2 0 0 4 0 2
Page 47 of 165
5.4 RISING MAIN DESIGN CALCULATIONS FOR ECONOMICAL SIZE
PROPOSED WATER PIPELINE INTER CONNECTION FROM TUBE WELL TO OHT
Hydraulic Design of Rising Main for Economic Size
Design of Economic size of Rising Main Main for Given flow Result Table
Min.Cost for 30 years in
1 Water requirement Eco.Dia. mm Th. in mm Head Loss MOC
Rs. Thousands
A. Initial Discharge 0.236 MLD 150 5 46.12 Rs. 1,723.42 DI K9
B. Intermediate Discharge 0.291 MLD Say 47.00 -
C. Ultimate Discharge 0.348 MLD
2 Length of Rising Main Length 30 m ID,mm Material HWC Rate/RMT
3 Water Level in Tube well RL -15 m 80 DI K9 140 Rs. 1,001.44
4 RL at Discharge Point RL 16.5 m 100 DI K9 140 Rs. 1,310.55
5 Ground level difference 31.5 m 150 DI K9 140 Rs. 1,901.33
6 Suction level (Considering Losses in Pump assembly) RL -27.5 m 200 DI K9 140 Rs. 2,565.55
7 Residual head required 2.00 m 250 DI K9 140 Rs. 3,413.85
8 Static Head + Residual head H 46.0 m 300 DI K9 140 Rs. 4,334.00
9 Design period Year 30 years
10 Combined efficiency of pumping set 35 %
11 Cost of pumping set (rate converted from 1 HP rate) Rs/Kw Rs. 43,592.00
12 Interest Rate Interest 10 %

13 Life of Electric Motor and pump Sets P. Years 15 years
14 Energy Charges/KWH unit P/KWH Rs. 6.00 Rs.
15 Pumping Hours for discharge at the end of each stage Pumping hours 6.5 hrs
16 % of stand by pump motor set provided 0 %

17 Depth of Water below Ground Level From JJM UP Portal -15.0 m
18 Seasonal Variation As per Design Guidelines 5 m
19 Depression During Pumping As per Design Guidelines 4.5 m
20 GL Difference between Tubewell & OHT Site As per Design Guidelines 1 m
21 System Losses As per Design Guidelines 2.00 m
22 Staging Height of RCC OHT Mass Balance Calculations 12 m
23 Depth of Water in RCC OHT As per Design 4.5 m
24 Submergence Level As per Design 0 m
25 Proposed MOC of Rising Main Pipeline DI K9
Calculations: 1st stage 2nd stage

1 Discharge at start of period 0.24 0.29
2 Discharge at the end of first stage 0.29 0.35
3 Pumping Q required 0.29 0.35
4 Average Discharge 0.26 0.32
5 Avg. Pumping hours for Avg discharge during the period 6.50 6.50
6 KW required at Combined 0.35 *H1 0.42 *H2
effi. Of pumping set
7 Avg. annual charges for electical Rs. 3,900.00 *KW1 Rs. 3,900.00 *KW2
energy Rs.
8 Energy Charges Capitalized, Cc Rs. 7.61 *Cr
Page 48 of 165
Add 10% of cost

Pipe shell of pipe for Total cost of
Thickness Cost of steel Data for Water Hammer Calculation
OD lowering, laying pipe
& miscellaneous
mm mm Rs./Rmt Rs. PxD
k= 2.07E+08 Kg/sqm
t=
90 5 Rs. 910.40 Rs. 91.04 Rs. 1,001.44 E(ci)= 7.50E+09 Kg/sqm H max =
1425 = V0 (2xaxfxc)+P
110 5 Rs. 1,191.41 Rs. 119.14 Rs. 1,310.55 1+ K d g P .= 0.00 kg/cm2
E(Di)= 1.70E+10 Kg/sqm
160 5 Rs. 1,728.48 Rs. 172.85 Rs. 1,901.33 D .= 0 cm.
E(AC)= 3.00E+09 Kg/sqm E C1
a .= 0.6 For working
210 5 Rs. 2,332.32 Rs. 233.23 Rs. 2,565.55 g= 9.81 m/sec/sec pressure = 60 %
261 5.3 Rs. 3,103.50 Rs. 310.35 Rs. 3,413.85 f .= 2396.33 Kg/cm2
311 5.6 Rs. 3,940.00 Rs. 394.00 Rs. 4,334.00 c .= 0.8 %
Water Hammer
Frictional Head loss Velocity in m/s 1st stage flow 2nd stage flow
Pressure
Other losses Pump cost @
Sr. No. Pipe Size Frictional Loss Other losses Total Losses, KW required Pump cost @ Rs. KW required
Frictional (20% of Total Losses, H2 = Rs. 43592 per
1st stage 2nd stage 1st stage 2nd stage for the given pipe (20% of friction H1 = (including 43592 per KW (in (including 10% in Mtrs
Loss (F2) friction loss) H+F2+L2 KW (in
length (F1) loss) (L1) H+F1+L1 10% margin) thousands) margin)
(L2) thousands)
1 80 73.80 102.52 2.47 2.95 2.21 0.44 48.66 18.66 Rs. 813.30 3.08 0.62 49.69 22.75 Rs. 991.88 16.00
2 100 24.89 34.58 1.58 1.89 0.75 0.15 46.90 17.98 Rs. 783.87 1.04 0.21 47.24 21.63 Rs. 943.06 20.00
3 150 3.46 4.80 0.70 0.84 0.10 0.02 46.12 17.69 Rs. 770.97 0.14 0.03 46.17 21.14 Rs. 921.66 30.00
4 200 0.85 1.182 0.396 0.47 0.03 0.01 46.03 17.65 Rs. 769.40 0.04 0.01 46.04 21.08 Rs. 919.06 40.00
5 250 0.29 0.399 0.253 0.30 0.01 0.00 46.01 17.64 Rs. 769.06 0.01 0.00 46.01 21.07 Rs. 918.49 50.00
6 300 0.12 0.16 0.18 0.21 0.00 0.00 46.00 17.64 Rs. 768.96 0.00 0.00 46.01 21.07 Rs. 918.32 60.00
TABLE SHOWING COMPARATIVE STATEMENT OF OVERALL COST STRUCTURE OF PUMPING MAIN FOR DIFFERENT PIPE SIZE
Initial capital Minimum

Energy Cost of pump Annual Grand Total of
Cost of pipeline Cost of pump Annual investment for Grand Total of
Cost of pipe Charges Total Capitalized sets Energy Energy Charges capitalized
for the given sets excluding Energy pump sets and capitalized
Sr. No. Pipe Size Total Head MOC per unit Capitalized, Cost(in including charges(in Capitalized, Cc (in cost for 30
length, in stand by , in charges(in annual cost for 30
length, Rs. Cc (in thousands) stand by, in thousands), thousands) years in Rs.
thousand Rs. thousands thousands), electrical years in Rs.
thousands) thousands Cr Thousands
charges Thousands
1st stage 2nd stage 1 st stage 2nd stage
1 80.00 48.66 49.69 DI K9 Rs. 1,001.44 Rs. 30.04 Rs. 813.30 Rs. 72.76 Rs. 553.44 Rs. 1,396.78 Rs. 991.88 Rs. 88.74 Rs. 674.96 Rs. 399.03 Rs. 1,795.81
Rs. 1,723.42
Eco.Diameter Head Loss
150 46.12
Page 49 of 165
Water Hammer
Input Data:-
Total Head on Pipeline. => 47.00 Mtr.
Daimeter of Pipeline . => 150 mm
Thichness of Pipe. => 5 mm
Data for Water Hammer Calculation

k= 2.07E+08 Kg/sqm t= PxD
1 Consideration 1 Fe 410 is adopted. E(ci)= 7.50E+09 Kg/sqm H max = 1425 = V0 (2xaxfxc)+P
2 Corrossion factor considered E(Di)= 1.70E+10 Kg/sqm 1+ K d g P .= 0.00 kg/cm2
3 Pipe to be used in Gravity main E(AC)= 3.00E+09 Kg/sqm E C1 D .= 0 cm.
4 Minimum yield stress=235 Mpa=2396.33 Kg/cm2 a .= 0.6 For working
pressure = 60 %
As per IS 5822
g= 9.81 m/sec/sec
5 Outer diameter is 115 mm. f .= 2396.33 Kg/cm2
2 Equation t= PxD c .= 0.8 %
(2xaxfxc)+P
Where
P .= Internal
D .= pressure=stati
Diameter in cm.
a .= Design factor
f .= Yield stress
kg/cm2 (@
60% of of
Material's
stress)
c .= welding efficiency
P .= 4.70 kg/cm2
D .= 15 cm.
a .= 0.6 For working
pressure = 60
% As per IS
5822
f .= 2396.33 Kg/cm2
c .= 0.8 %
3
Thickness
.=
of pipe
70.50 (P X D )
2305.18 (2xaxfxc)+P
.= 0.031 Cm.
.= 0.306 mm.
(i) However as
per IS 3589 .= 0.306 + 1.5
.= 1.806 mm.
(ii) This pipe is
laid on adopted next commercially available thickness
Hence
.= 5.00 mm.
Now Check D/T=<150
.= 150
5
.= 30.00 Hence O.K.
Page 50 of 165
5.5 TUBEWELL PUMP ASSEMBLY DESIGN CALCULATIONS

BLOCK :- AZMATGARH
TEHSIL :- SAGRI
DISTRICT :- AZAMGARH
1 DESIGN BASIS
1.1 Ultimate Demand of Water Qd = 0.35 MLD As per Demand
1.2 Intermediate Demand of Water Qm = 0.29 MLD
1.3 Pumping configuration1 W = 1 nos
1.4 Hours of pumping = 6.50 hrs For Solar Based Schmes
1.5 Discharge of Each Pump (LPS) = 12.50 LPS Consider Intermediate Demand.
1.6 Discharge of each pump ( m3/hr ) = 45.00 m3/hr Discharge of each pump (LPS)=
Demand/ (Number of Pumps x Pumping
1.7 Discharge of each pump ( m3/sec ) = 0.013 m3/s time in second)
2 Tubewell Depth to OHT
2.1 Depth of Water below Ground Level = 15 m From JJMUP Portal / UPJN
2.2 Seasonal Variation = 5 m Assume
2.3 Depression During Pumping = 4.5 m Assume
2.4 Submergence Level = 0 m
2.5 Staging of RCC OHT = 12 m As per Civil Design
2.6 Depth of Water in RCC OHT = 4.5 m As per Civil Design
2.7 GL Difference Between Tubewell & OHT Site = 1 m Assume
2.8 Static head for Pumping Station Hs = 42 m
From Economic Design
2.9 Diameter of Rising Main D = 150 mm Tubewell Depth
OHT
to
Cross-Sectional Area of flow through Header Cross Sectional Area for Pipe = ∏ x
2.10 A = 0.018 m2
Pipe per unit length d2/4
2.11 Wetted Perimeter per unit length P = 0.471 m Perimeter for Pipe = ∏ x d
2.12 Hydraulic Radius R = 0.038 m R = A/P
2.13 Velocity of water in header v = 0.707 m/sec. Q=Axv
2.14 Hazen Williams constant value C = 140.0 As per UPJN Design Guidelines
Conversion Factor for the unit system for HW
2.15 k = 0.849
formula
2.16 Head loss per m run as per HW formula S = 0.0035 m/m
2.17 Length of the rising main l = 30.0 m Maximum as per proposed location
2
2.18 Velocity head lost at Atmosphere at the exit, v /2g = 0.0255 m
2.19 Total head loss in delivery header = 0.10 m
Minor loss and Fittings loss @ 15 % of total head
2.20 = 0.02 m
loss
2.21 Residual Head/Terminal Head = 2.00 m
2.22 System Losses = 2.00 m
2.23 Total head Required = 46.15 m
Say = 46.00 m
Page 51 of 165

BLOCK :- AZMATGARH
TEHSIL :- SAGRI
3 Pump & Motor Calculations
3.1 Pumping configuration 1 W = 1 nos
Speed of Pump (N) N = 1450 RPM
Discharge (Q) Q = 0.013 m3/s
Discharge (Q) Q = 12.50 LPS
Head (H) H = 46.00 m
Specific Speed of Pump (Ns)
3.2 Ns = 9.18 m3/s Q considered in m3/s
(N X Q^0.5 )/(H^0.75)
Upto 1000LPM = 65% / Above 1000

3.3 Considered Pump Efficiency = 65 %
LPM = 70%
Power input to pump (BKW)

3.4 = 8.67
({Q in LPS x 60} X H / 6120 X Pump Efficiency )
Factor 0-1.5 = 1.5 / 1.5-3.5 = 1.4 / 3.5-7.5 = 1.3
3.5 Multiplication Factor = 1.20 / 7.5-15 = 1.2 / 15-75 = 1.15 / >75 = 1.10
3.6 Min Motor Rating Required = 10.41 KW 13.96 HP
Standard Motor Rating Considered From SOR
3.7 = 15.00 HP
for given Credentials(HP)
3.8 Standard Motor Flow as per SOR = 750 LPM 750
3.9 Standard Motor Head = 46.00 Mtr
Proposed Submersible
45 cum/hr @ a head of 46.00 m 750 LPM
Pump rated to deliver
B SIZE OF PIPES & FITTINGS FOR PUMPING STATION

1 Column Pipe Calculations
1.1 Design Velocity v = 2 m/sec.
= 0.089 m
1.2 Pipe Diameter d
= 89 mm
Adopted Diameter of Column Pipe Dia D1 100 mm As per UPJN Design Guidelines
1.3 Depth of Water below Ground Level 15 Mtr
1.4 Seasonal Variation 5.00 Mtr
1.5 Depression During Pumping 4.50 Mtr
1.6 Submergence Level 0.00 Mtr
1.7 Margin 8.00 Mtr
Total Length of Column Pipe 33 Mtr Should be in multiple of 3m
2 Casing Pipe Calculation (Plain/Slotted)

2.1 Pipe Diameter as per IS 8110 d = 150 mm As per UPJN Guidelines
= 750.000 LPM
2.2 Flow Considered v
= 0.0125 M3/Sec
Adopted Diameter ID of Plain/Slotted Pipe Dh 150 mm
2.3 Pipe Thickness 7.1 mm
Adopted Diameter OD of Plain/Slotted Pipe 164.2 mm
Page 52 of 165

BLOCK :- AZMATGARH
TEHSIL :- SAGRI
3 Slotted Pipe Calculation

3.1 Discharge Qs 750 LPM
3.2 Horizontal Velocity A 0.010 M/Sec
3.3 Provision for Slot Surface Area B 15% %
3.4 Co-efficient of Contraction C 50% %
Qsd = Pi x OD x 1m x A x B x C x 60
3.5 Discharge per running metre Qsd 23.20 LPM/Mtr
(LPM/Mtr)
3.6 Length of Slotted Pipe 33.00 Mtr Qs / Qsd
0.3(Plain) +5.4(Slotted) +0.3(Plain) = 6

3.7 Adopted Length of Slotted Pipe 42.00 Mtr
M (Length of 1 Standard slotted pipe)
Check for Velocity

3.6 Discharge 750 LPM
3.7 Discharge (M3/sec) 0.013 M3/sec
Vertical Velocity as per Design 0.7 m/s
4 Housing Pipe Dia Calculation

= 0.500 cm
4.1 Clearance
Upto 700LPM = 200mm / Above
= 50 mm
700LPM = 300mm
Adopted Diameter ID of Housing Pipe Dh 200 mm As per UPJN Design Guidelines
4.2 Pipe Thickness 7.1 mm
Adopted Diameter OD of Housing Pipe 214 mm
Thickness of Gravel shroud around the Housing

4.3 = 150 mm As per UPJN Design Guidelines
Pipe
TubeWell Dia Considered for Required
Db 500 mm
Housing Pipe
4.4 Depth of Water below Ground Level 15 Mtr
4.5 Seasonal Variation 5 Mtr
4.6 Depression During Pumping 4.5 Mtr
4.7 Submergence Level 0 Mtr
4.8 Additional Provision for Length 17 Mtr
Length of Housing Pipe with above TubeWell

42.0 Mtr Length should be in multiple of Six
Dia
5 Rising Main Pipe Dia Calculations

5.1 Design Velocity v = 1 m/sec.
= 0.126 m
5.2 Pipe Diameter d
= 126 mm
Adopted Diameter of Rising Main Pipe Dia D2 150 mm From Rising Main Design
Page 53 of 165

BLOCK :- AZMATGARH
TEHSIL :- SAGRI
6 Casing Pipe Dia Calculation
6.1 Plain/Slotted Pipe Dia Ds = 150 mm
Thickness of Gravel shroud around the Housing
6.2 = 150 mm As per Design Guidelines
Pipe
d = 150 mm
6.3 Slotted Pipe Dia t = 7.1 mm Pipe thickness
OD = 164 mm
6.4 Min Bore Dia Req for Casing Pipe Dm 450 mm
TubeWell Dia Considered for Required
Db 450 mm
Casing Pipe
TubeWell Depth Considered Lb 250 Mtr
Additional TubeWell Margin Depth
Ld 25 Mtr
Considered
Total TubeWell Depth Considered Lt 275 Mtr
7 Gravel Packing Quantity

7.1 Dia of Housing Pipe (Drilling) D1 500 mm
7.2 Dia of Housing Pipe D2 214 mm
7.3 Housing Pipe Length / TW Length L1 42 Mtr
Gravel Packing Quantity in Housing Pipe TW
V1 6.73 cu.m. 0.785 x ( D12 - D22) x L1
Section
7.1 Dia of Housing Pipe (Drilling) D'1 500 mm

7.2 Dia of Casing Pipe D'2 164 mm
7.3 Housing Pipe Length / TW Length L'1 6 Mtr
Gravel Packing Quantity in Housing Pipe TW
V'1 1.05 cu.m. 0.785 x ( D'12 - D'22) x L'1
Section
7.4 Dia of Casing Pipe (Drilling) d1 450 mm

7.5 Dia of Casing Pipe d2 164 mm
7.6 Casing Pipe Length / TW Length L2 202 Mtr
Gravel Packing Quantity in Casing Pipe TW 2 2
V2 27.84 cu.m. 0.785 x ( D1 - D2 ) x L2
Section
7.7 Outer Dia of Casing Pipe Tubewell 450 mm Additional Tubewell Margin Volume for
7.8 Casing Pipe Length / TW Length 25 Mtr Gravel Media Filling
Gravel Packing Quantity in Additional TW
V3 3.97 cu.m.
Margin
Gravel Packing Quantity V 39.59 cu.m. V = V1 + V2 + V3
7.9 Additional Gravel Media for Uncertain Conditions Va 50% % Va = V x 50%
Total Gravel Packing Quantity Vf 59.38 cu.m. Vf = V + Va
Page 54 of 165
5.6 ELECTRICAL DESIGN CALCULATIONS
General Design Consideration for Electrical Items
Data sheet for Electrical Items Part-I
(Recommended rating of Contactor, MCCB, Stabilizer & Cable)
Starter Type of the Capacity of the Capacity of main Rating of stabilizer Submersible cable size
capacity starter contactor switch (MCCB)
Type, AC-3,
Making cap 10
times
5 HP DOL 09:00 AM 20A, 10 KA 10 KVA 1x3x2.5 sq.mm.
6 HP DOL 12:00 AM 20A, 10 KA 10 KVA 1x3x2.5 sq.mm.
7.5 HP Star delta 12:00 AM 25A, 10 KA 15 KVA 2x3x2.5 sq.mm.
10 HP Star delta 18 A 25A, 10 KA 15 KVA 2x3x2.5 sq.mm.
12.5 HP Star delta 22 A 32A, 15 KA 20 KVA 2x3x4 sq.mm.
15 HP Star delta 32 A 32A, 20 KA 25 KVA 2x3x4 sq.mm.
Note: Rating of star- main & delta electromechanical contactors type AC-3 shall be the same and identical. Since range of contactors vary
manufacturer / vendor to vendor, range of contactors has to be chosen the same as cited above or the next higher commercial range of the
above cited range in the event of the range not matching with above cited range.
Data sheet for Electrical Items Part-II

(Recommended Rating of Electrical Starters and Cables Items)
HP Rating Full load Relay range, A Recommended cable size for connection, sq Recommended HRC
of the pump current, A mm. Fuse rating, A
set (IL))
(Ip)) Al Cu
5 7.5 4-6.5 4 2.5 15
7.5 11 06-Oct 6 2.5 25
10 14 06-Oct 10 4 28
12.5 18 Sep-14 10 4 40
15 21 12-Oct 16 6 50
20 28 18-30 25 10 50
25 34 24-40 25 10 63
30 39 36-60 35 16 63
40 55 36-60 50 25 80
50 66 48-80 70 35 100
60 80 60-100 70 35 125
75 95 60-100 95 70 160
100 135 90-150 95 120 200
125 165 120-200 120 185 250
150 200 120-200 120 185 250
HP Rating Full load Electro Electro Mechanical Electro Mechanical CT ratio/ burden/
of the pump current, A Mechanical contact contact Accuracy class
set (IL)) contact
(IL)) at DOL (IL)) at star delta (IL)) at ATS starter
starter starter
HP 1.5XHP 5XFIL 2X FIL 3X FIL 1.5 X FIL/5A, 6/10/15VA,
CL1.0
Page 55 of 165
Note: General Design Consideration for Electrical Items
1. Ampere ratings to main, delta and star/ taping contacts shall be the same as per ampere calculated for starters.
2. Thermal timer delay relay or digital timer delay relay shall be adjustable between 3-12/15 second for changeover to full
voltage.
3. Starter must be suitable for 15 start stop per hours
Data sheet for Electrical Items Part-III
(Recommend Rating of 3 core flat cables conforming to IS 694:1990)
Current
Conductor Insulation Sheath Overall Dimension
Conductor resistance @ carrying
20c(max) ohms/km. capacity @
Area sq. No. Dia of Thickness Thickness(Nom Width (Approx)'W' Height (Approx)'H' 40C Amps
mm. strands mm (Nom) mm ) mm mm mm
1.5 22/0.30 0.6 0.9 10.3 4.9 12.1 14
2.5 36/0.30 0.7 0.7 12.6 5.8 7.41 18
4 56/0.30 0.8 0.8 14.8 6.6 4.95 26
6 84/0.30 1 1.15 18.7 7.9 3.3 31
10 140/0.30 1 1.4 23.7 9.9 1.91 42
16 226/0.30 1 1.4 28 11.4 1.21 57
25 354/0.30 1.2 2 35.5 14.7 0.78 72
35 495/0.30 1.2 2 39.5 16.2 0.554 90
50 703/0.30 1.4 2.2 45.5 18.3 0.386 115
70 360/0.50 1.4 2.2 51 20 0.272 143
95 475/0.50 1.6 2.4 60 23.5 0.206 165
H.P. 5 7.5 10 12.5 15.5 17.5 20
Amp 7.5 11 14.9 18.9 22.5 25.2 28.4
H.P. 25 30 35 40 45 50 55
Amp 35.6 42.3 50.4 58.1 62.1 67.5 73.8
H.P. 60 65 70 75 80
Amp 81 87.3 93.6 100.8 108
Page 56 of 165
Sr. No. Description Remarks
Input
1 Load Details
Motor 11.19 kW
Aux Loads - (Lighting, Staff Quarters) 2 kW
Output
2 Electrical Load Calculation
Total Load 13.19 kW
16.49 kVA Avg. Load Power Factor of 0.8
Design Margin 20%
Total Load with margin 19.79 kVA (A)
Load during Motor Starting 27.98 kVA
Overloading withstands capacity of
200% IS 2026 - 7, Table 4
Transformer
Load on Transformer during Motor
13.99 kVA As per Starting Regulation - (B)
Starting
Recommended Transformer Size kVA Higher Between A & B
Next Available Transformer Size kVA Not required due to Solar based System
Note: - For Load requirement up to 50kVA dedicated 415V Power feeder & beyond 50kVA dedicated 11kV
power feeder with Transformer shall be arranged by SWSM/UPPCL.
3 Solar Power Calculation
Total Load 15.00 HP
Required Solar Power Capacity 23.00 kWp (Pump Motor in HP x 1.4) + 2kW
Rating is subject to change as per Peak
Selected Solar Power 23 kWp
Power offered by Mfg.
4 Stabilizer Sizing Calculation
Total Load 13.19 kW
16.49 kVA Avg. Load Power Factor of 0.8
Design Margin 20%
Total Load with margin 19.79 kVA (A)
Next Available Servo Stabilizer Size 0 kVA Not required due to Solar based System
5 Earthing & Lightning Protection

Earthing and lightning protection system will include design and installation of all grounding and lightning
protection for the complete installation. All electrical equipment will be satisfactorily protected against the
effects of electrical surges due to both lightning strike and electrical faults.
6 Lighting system
Lighting Systems include Distribution board, Energy efficient lighting fixture, junction boxes, receptacles.
7 Soft Starter 0 kW
8 Auto Phase Reversal Unit 0A
Page 57 of 165
ELECTRICAL LOAD LIST - DG SIZE CALCULATIONS

Multiplying
Selected
Unit BKW/ Factor as Required Motor Total Input No. of Total Power
Motor Total Input
Sr No Equipment Location Quantity Shaft per Motor kW Motor Eff Power Power hours of Consumption
Rating Power (kW)
Power CPHEEO (kW) Factor (kVA) Operation (kWH)
kW
Manual
A B C C D E F G H I J K L M N O
Connected
Working Standby F*G (I/J)*D L/K L*N
Load
1 Tube well Pump 1 1 0 8.67 1.20 10.41 11.00 88.00% 0.81 12.50 15.43 6.5 81.25
2 Lighting / Aux Load 1 1 0 2.00 1.00 2.00 - - 0.80 2.00 2.50 12 24.00
Total 14.50 17.93 105.25
Process Load 17.93 kVA
Lighting & Miscellaneous Load 0.00 kVA
Total Load excluding Power/Welding receptacle Load 17.93 kVA
For Maximimum Efficiancy of DG (80%) 22.42 kVA
Standard DG Capacity 25 kVA
Notes:
1 Efficiency & Power Factor of Pump Motors shall be as per Approved make Motors Catalogue / Approved Pump-Motor Datasheet.
2 Auxiliary load (i.e. Lighting, Power/Welding receptacle, Ex.fan etc.) shall be as per actual requirement at site.
3 VFD system installed for which Load During Starting is not required.
4 As per Maxmimum load demand mentioned above, 415 kV supply Shall be required at site.
Page 58 of 165
ESTIMATE
Page 59 of 165
Item. Quoted /
Item Description U0M Quantity Amount Remarks
No Accepted Rate
1.00 SURVEY 1%of ECV
All the works including Hydrological survey,
topographical survey, Design charges
1.01 LS 1.00 258166.65 258166.65
including preparation and approval of DPR
DC/RC drilling including Hiring Transport,

Erection, Dismentaling with loading and
2.00 unloading og Rig and associated T&P
complete in all respect including required all
material labour & T&P etc.
Tube well construction
DC/RC Drilling up to 100Mtr.
2.01 400 MMØ Mtr. 2195.78
2.02 450 MMØ Mtr. 52.00 2458.39 127836.28
2.03 500 MMØ Mtr. 48.00 2721.00 130608.00
2.04 600 MMØ Mtr. 2808.00
DC/RC Drilling from 101 MT. To 200 Mtr.
‐
Deep
2.05 400 MMØ Mtr. 0 2578.52
2.06 450 MMØ Mtr. 100 2778.52 277852.00
2.07 500 MMØ Mtr. 0 3038.00
2.08 600 MMØ Mtr. 0 3556.96
DC/RC Drilling from 201 Mtr. To 300
‐
Mtr.Deep
2.09 400 MMØ Mtr. 0 2650.00
2.10 450 MMØ Mtr. 75.00 3163.42 237256.50
2.11 500 MMØ Mtr. 0 3368.00
2.12 600 MMØ Mtr. 0 3777.16
‐
Mtr.Deep & above
2.13 400 MMØ Mtr. 0 2860.00
2.14 450 MMØ Mtr. 0 3708.29
2.15 500 MMØ Mtr. 0 3912.87
2.16 600 MMØ Mtr. 0 4322.04
DTH Drilling upto 200.0 Mtr.Deep
200/165 MMØ (in over burden/Hard Rock)
2.17 Mtr. 1250.00
2.18 Development / Flushing of tubewell Hr. 2900.00
3.00 Tubwell Assembly:
MSERW plain pipe As per IS 4270
3.01 100 MMØ Mtr. 1200.00
3.02 150 MMØ Mtr. 166.00 2000.00 332000.00
3.03 200 MMØ Mtr. 42.00 2550.00 107100.00
3.04 300 MMØ Mtr. 3990.00
As per Design of
MSERW Pipe slotted pipe as per IS 8110 ‐
Tubewell Assembly
3.05 100 MMØ Mtr. 0 1570.00
3.06 150 MMØ Mtr. 42.00 3080.00 129360.00
3.07 200 MMØ Mtr. 0 3833.80
3.08 300 MMØ Mtr. 0 5707.45
Page 60 of 165
Item. Quoted /
No Accepted Rate
MS ring
100 mmØ MS. Ring made by 150 mm X 12
3.09 No. 1000.00
mm Flat
150 mmØ MS ring
3.10 No. 40.00 1270.00 50800.00 for Slotted/Plain
mm Flat
casing pipe 200
3.11 No. 7.00 1600.00 11200.00 mm Dia Housing
mm Flat
pipe
3.12 No. 2070.00
mm Flat
MS Bail Plug as per IS 2800
3.13 100 mm Ø M.S. Bail Plug No. 1500.00
3.14 150 mm Ø M.S. Bail Plug No. 1.00 1725.00 1725.00
Reducer
3.17 300 X 200 mm Reducer No. 6550.00
3.18 200 X 150 mm Reducer No. 1.00 4150.00 4150.00
3.19 300 X 150 mm Reducer No. 5500.00
3.20 200 X 100 mm Reducer No. 3550.00
3.21 150 X 100 mm Reducer No. 2850.00
MSSI Clamp As per IS 2800
3.22 100 mm Ø M.S. S.I Clamp No. 1250.00
3.23 150 mm Ø M.S. S.I Clamp No. 1500.00
3.24 200 mm Ø M.S. S.I Clamp No. 1.00 2000.00 2000.00
3.25 300 mm Ø M.S. S.I Clamp No. 4050.00
TW Assy Support
3.26 100 mm Ø Tubewell Assembly support No. 10500.00
3.28 200 mm Ø Tubewell Assembly support No. 1.00 15500.00 15500.00
MS Well Cap
3.30 100 mm Ø M.S. Well Cap No. 1000.00
3.31 150 mm Ø M.S. Well Cap No. 1250.00
3.32 200 mm Ø M.S. Well Cap No. 1.00 1350.00 1350.00
3.33 300 mm Ø M.S. Well Cap No. 1550.00
Center Guide
Center Guide for 150 mm Ø M.S. TW
3.34 No. 18.00 920.00 16560.00
Assembly
Center Guide for 200 mm Ø M.S. TW
3.35 No. 1040.00
Assembly
Lowering of above assembly including
Carting up to site and welding of parts
4.00
complete in all respect with all required
material T&P labours etc.
Lowering up to 100 Mtr. Deep
4.01 100 MMØ MSERW Plane/Slotted Pipe Mtr. 129.28
4.02 150 MMØ MSERW Plane/Slotted Pipe Mtr. 58.00 280.64 16277.12
4.04 300 MMØ MSERW Plain/Slotted Pipe Mtr. 482.00
Page 61 of 165
Item. Quoted /
No Accepted Rate
Lowering from 101 Mtr. To 200 Mtr. Deep
‐
4.05 100 MMØ MSERW Plane/Slotted Pipe Mtr. 0 352.00
‐
Lowering from 301 Mtr. To 400 Mtr. Deep &
‐
above
4.17 Logging of Borehole by Electric logging Job 1.00 18000.00 18000.00
Zone Testing for QPV Areas including all
4.18 Materials, T&P and Labour etc for Completion Job 50000.00
of work.-
Cement Sealing for QPV Areas including all
4.19 Materials, T&P and Labour etc for Completion Mtr. 1000.00
of work.-
Supplying and unconsolidated packing of
5.00 Cum 59.38 7500.00 445381.57
gravel with suitable size
Charges for Development of Tube well
6.00 including transportation,
dismantling of compressor
6.01 150 PSI Compressor per hour Hr. 0 3050.00
6.04 600 PSI Compressor per hour Hr. 60.00 5000.00 300000.00
Charges for Development of TW by 0.5 Cusec
6.05 Hr. 0 840.00
OP Unit
Charges for Development of TW by 1 cusec
6.06 Hr. 100.00 1125.00 112500.00
OP Unit
Charges for Development of TW by 3 cusec
6.07 Hr. 0 1400.00
OP Unit
SITC of Energy efficiant AC Submmercible
Pumping plant with submercible flat cable of
suitable length, main Piping & Valves with 08
Adopted Pump
nos Column Pipes , Distance piece for Rising
motor rate is taken
Main and Bypas side ,NRV cum Pump and
with Deduction of 2
Column Pipe Jointer, Power wiring, Chemical
nos. of manually
7.00 earthing, Painting, wiring of pump house
operated 100 sluice
(internal & External ) and Installation Job of
valves form
Pumping Plant complete in all respect with all
respective Pump
required material, T&P labour complete in all
rate
respect for following duties in Solar Powered
Applications-
7.01 7.5HP Nos. 228500.00

7.02 10 HP Nos. 230200.00
7.03 12.5 HP Nos. 238800.00
7.04 15 HP Nos. 1.00 252100.00 223500.00
7.05 17.5 HP Page 62
Nos. of 165 276504.56
Item. Quoted /
No Accepted Rate
7.06 20 HP Nos. 295500.00
7.07 25 HP Nos. 334043.48
7.08 30 HP Nos. 366163.04
Pumping plant including Soft Starter with
submercible flat cable of suitable length ,
main Piping & Valves with 8 Nos Column
Pipes, Distance piece for Rising Main and
Bypas side ,NRV cum Pump and Column Pipe
8.00 Jointer, Power wiring, Chemical earthing,
Painting, wiring of pump house (internal &
External ) and Installation Job of Pumping
Plant complete in all respect with all required
material, T&P labour etc for following duties
in Grid Powered Applications-
7.5HP {80 mm Dia size Main piping And

8.01 Nos 280038.00
valves)
10 HP {100 mm Dia size Main piping And
8.02 Nos 319795.00
valves)
12.5 HP (100 mm Dia size Main piping And
8.03 Nos 334745.00
valves)
15 HP (150 mm Dia size Main piping And
8.04 Nos 368995.00
valves)
17.5 HP {150 mm Dia size Main piping And
8.05 Nos 370670.00
valves)
8.06 Nos 392633.00
valves)
8.07 Nos 433990.00
valves)
8.08 Nos 465860.00
valves)
9.00 Pressure Transmitter Nos. 1.00 45000.00 45000.00
Electrically operated D.I. Sluice Valve Metal
10.00 Nos. 138000.00
seated PN 1.0 dia 80 mm
10.01 seated PN 1.0 dia 100 mm Nos. 2.00 143750.00 287500.00

10.02 Nos. 150000.00
10.03 Nos. 172500.00
Providing and installation hydrostatic level
sensor at all tubewell pumping system
11.00 including all accessories etc. complete in all Nos. 1.00 126000.00 126000.00
respect as per instructions of Engineer ‐in
–charge.
SITC of Oil Cooled Servo Voltage Stabilizer
(150-460 V Range with Protection Devices for
High Low voltage Cut off, overload Protection
12.00 included Oil filling, Earthing and Power Wiring
etc Job complete in all respect with all
required material, T&P labour.
12.01 7.5 KVA Nos. 0 44722.22

12.02 10 KVA Nos. 0 127777.78
12.03 15 KVA Nos. 0 166111.11
12.04 20 KVA Nos.
Page 63 of 0
165 191666.67
Item. Quoted /
No Accepted Rate
12.05 25 KVA Nos. 0 204444.44
12.06 30 KVA Nos. 0 230000.00
12.07 40 KVA Nos. 0 281111.11
12.08 50 KVA Nos. 0 319444.44
12.09 60 KVA Nos. 0 345000.00
Electronic type chlorinating dosing
system(1W+1S) with 6 LPH capacity 4kg/cm
2 working pressure with 200 Litres tank and
13.00 JOB 1.00 64000.00 64000.00
valves pipes with all required acessories
Fluoride Removal Plant: Supplying,

installation, testing, commissioning of
Fluoride removal plant for required capacity
including transportation and labour charges
14.00 as complete. (vendor have to select the LS 8062500.00
technology based on capacity (Electrolytic‐de
fluoridation plant or media based system).
Rates for400 KLD/ 500 LPM
Iron Removal Plant: Supplying, installation,

testing, commissioning of Iron removal plant
which includes vessel, media, piping valves
15.00 etc. for required capacity including LS 6062500.00
transportation and labour charges as
complete. Rates for400 KLD/ 500 LPM
Arsenic Removal Plant: Supplying, installation,

testing, commissioning of Arsenic removal
plant which include vessel, media, piping
16.00 valves etc. for required capacity including LS 9000000.00
transportation and labour charges as
complete. Rates for400 KLD/ 500 LPM
Internal electrificaton of water works campus.

17.00 LS 1.00 25000.00 25000.00
SITC of Solar power plant (for complete plant)

including solar panals, VFD, Structure,earthing
of all electrical items, Balance of system with
auxillary load arrangements for Field Solar KW= Pump
monitoring devices, Cleaning arrangements HP X 1.40+ 2kw
18.00 KW 23.00 86800.00 1996400.00
for solar panals, Interlocking Pavement below battery for Aux.
solar panals and Installation and Load
commisioning with civil works etc. complete
in all respect with required material T&P
labour
Page 64 of 165
Item. Quoted /
No Accepted Rate
Construction of 1.3 m high and 115mm thick
boundary wall with 230 mmx230 mm thick
pillar made in Brick masonry in 1 cement and
4 sand mortar the spacing between two pillar
should not be more than 3.0 m c/c and the
depth of foundation should not be less than
0.60m at the site of water works as per
19.00 Rmt 155.00 7360.00 1140800.00
departmental type design and drawing and
as per specifications given in the bid
document including supply of all materials
labour T&P etc.for proper completion of work
as per instructions of Engineer -in - charge.
(Drawing No.D-1)
Supply and fixing of 3.6 m x 1.20 m MS gate

including fabrication and supply of steel and
construction of boundary wall pillars of size
1.35mx0.23mx0.23m with ornamental brick
work 115mm th. around RCC as per
departmental type design and drawing
20.00 No. 1.00 52000.00 52000.00
(Drawing No. D-1) and as per specifications
laid down in the bid document including
supply of all material labourT&P etc.required
for proper completion of work as per
instructions of Engineer-in-charge.
Supply and fixing of 1.2m wide MS wicket

gate including fabrication and supply of steel
and construction of boundary wall pillars etc.
as per specifications laid down in the bid
21.00 No. 1.00 19000.00 19000.00
document including supply of all material
labourT&P etc.required for proper completion
of work as per instructions of Engineer-in-
charge.
Construction of Interlocking pavement for
approach to water works as per departmental
type design and drawing and as per
specifications laid down in the bid document
22.00 Sqm. 72.00 1070.50 77076.00 As per Key Plan
including supply of all materials labour T&P
etc.required for proper completion of work as
per instructions of Engineer -in -charge.
Construction of granular sub base by

providing coarse grade materials, spreading
23.00 Cum 21.60 2800.00 60480.00
in uniform layers including watering and
compaction complete.
Construction of WBM by providing grade
materials, spreading in uniform layers
24.00 Cum 30.00 3029.00 90870.00
including watering and compaction complete.
Page 65 of 165
Item. Quoted /
No Accepted Rate
Earth filling work for proper leveling of water
work site in accordance with the contour map
and Grid map of existing site enclosed
(Drawing no.D-1) including leveling dressing
excavation and filling of earth where
necessary and also including all labour
25.00 cum 534.99
materials T&P etc.required for proper
completion of works and also including
carriage of earth from within a distance of
about 8 km. from the site of works as per
instructions of Engineer -in - charge.
Provision for inside square drain including

26.00 supply of all materials labour and T & P etc. Rmt 160.00 1950.00 312000.00
complete.
Provide all materials labour T&P etc.
complete and construct Pump house size
(3.6x3.0x3.0)m Chlorinating room size
(2.5x1.8x3.0)m as per departmental type
design and drawing (drawing no-D-2) and as
27.00 Job 1.00 619000.00 619000.00
per the specifications for civil work given in
the bid document including supply of all
material labour and T&P etc complete as per

(1.8x1.2x3.0)m as per departmental type
design and drawing (drawing no-D-2) and as
28.00 Job 491000.00
per the specifications for civil work given in
the bid document including supply of all
material labour and T&P etc complete as per
Provide all the materials T7P etc. complete

and constructed Bye - Pass chamber for Pump
House (1000 (L) x 1000 (W) x 1150 (H) mm )
drawing (drawing no. D-3) and as per the
specification for civil work given in the Bid
29.00 No. 1.00 19550.00 19550.00
Document including supply of all material
labour and T & P etc complete as per
instruction of Engineer - in - charge.
Page 66 of 165
Item. Quoted /
No Accepted Rate
Supply of all materials labour T&P etc. for
complete construction of R.C.C. Over Head
Tank of following capacity and staging above
ground level with main components including
cost of soil testing and assuming bearing
capacity of soil as 8 MT with supply of design
and drawings.All the water retaining
components of OHT shall be casted in M‐30
concrete and minimum grade of concrete of
foundation and staging should be M‐25 with
approved cement coarse sand and stone grit
30.00
as per I.S. 11682 and I.S.456Seismic effects
and wind load should be taken into
consideration as per I.S. 1893 for earthquake
resistance and I.S. 875 part‐III for wind load
on structure and including 1M wide RCC
staircase 1 m wide R.C.C. M30 balcony M.S.
ladder made of 50x50x6 mm angle section
and 20mm plain M.S. bars with hand rails of
20mm medium class G.I. pipes One aluminum
ladder inside the tank from top dome to
bottom dome R.C.C. railing with 20mm dia
30.01 50 Kl 10 M Staging Job 1751500.00
30.02 50 Kl 12 M Staging Job 1861700.00
30.03 75 Kl 10 M Staging Job 2257500.00
30.04 75 Kl 12 M Staging Job 2354625.00
30.05 100 Kl 12 M Staging Job 3029400.00
30.06 100 Kl 16 M Staging Job 3216700.00
30.07 150 Kl 12 M Staging Job 3392900.00
30.08 150 Kl 16 M Staging Job 3613200.00
30.09 175 Kl 12 M Staging Job 3624300.00
30.10 175 Kl 16 M Staging Job 3899700.00
30.11 200 Kl 12 M Staging Job 3943700.00
30.12 200 Kl 16 M Staging Job 4197100.00
30.13 200 Kl 18 M Staging Job 4263200.00
30.14 225 Kl 12 M Staging Job 1.00 4378500.00 4378500.00
30.15 250 Kl 12 M Staging Job 4703800.00
30.16 300 Kl 12 M Staging Job 5121375.00
30.17 300 Kl 16 M Staging Job 5684300.00
30.18 350 Kl 14 M Staging Job 6398438.50
30.19 400 Kl 14 M Staging Job 6973100.00
30.20 400 Kl 16 M Staging Job 7215500.00
30.21 500 Kl 14 M Staging Job 7590000.00
Excavation of earth in ordinary soil (loam clay
or sand) for pipe line and rising main trenches
including lift upto 1.50 m and lead upto 50 m
and refilling watering ramming of the
excavated earth into the trench and also
31.00
disposal of surplus earth upto 50m from the
center of the trenches including supply of all
material labour T&P etc complete as per
instructions of Engineer -in -charge.
31.01 Ordinary soil Cum. 7720.26 234.85 1813103.77

31.02 Mixed soil with Kankar Cum. 272.59
31.03 Soft rock Cum. 943.82
31.04 Hard rock Cum. 1319.18
Page 67 of 165
Item. Quoted /
No Accepted Rate
Supply of following sizes (D.I.) pipes for rising
main/distribution system conforming to
latest/relevant I.S. 8329/2000 Specifications
with all jointing materials such as specials
conforming to latest /relevant I.S.
specifications suitable for D.I pipes as per I.S.-
1239 /2000 and IS 8329/2000 or their latest
amendment including F.O.R. destination and
all taxes and insurance etc. with loading
unloading and Carting up to site of work also
32.00
including specials for these pipes and
lowering them into the trenches and laying
true to alignment and gradient and jointing
etc. complete (including testing of pipe lines
and cutting of pipes for making up the length
but excluding the cost of trenches).all
complete as per instructions of Engineer -in -
charge.
32.01 300 mm dia K‐9 Rmt 3940.00

32.02 250 mm dia K‐9 Rmt 3103.50
32.03 200 mm dia K‐9 Rmt 2332.32
32.04 150 mm dia K‐9 Rmt 30.00 1728.48 51854.40
32.05 125 mm dia K‐9 Rmt 0 1424.45
32.06 100 mm dia K‐9 Rmt 0 1191.41
32.07 80 mm dia K‐9 Rmt 910.40
32.08 300 mm dia K‐7 Rmt 3184.41
32.09 250 mm dia K‐7 Rmt 2590.53
32.10 200 mm dia K‐7 Rmt 1868.21
32.11 150 mm dia K‐7 Rmt 1512.51
32.12 125 mm dia K‐7 Rmt 1313.89
32.13 100 mm dia K‐7 Rmt 1017.12
32.14 80 mm dia K‐7 Rmt 915.56
Supply of following sizes pipes for distribution
system conforming to latest/ relevant I.S.
4984/1995 Specifications with all jointing
materials and specials conforming to latest
/relevant I.S. specifications including F.O.R.
destination and all taxes and insurance etc.
with loading unloading and Carting up to site
of work also including specials for these pipes
33.00 and lowering them into the trenches and
laying true to alignment and gradient and
jointing etc. complete (including testing of
pipe lines and cutting of pipes for making up
the length but excluding the cost of trenches)
all complete as per instructions of Engineer -
in - charge.
33.01 90 mm dia HDPE Pipe PN‐6: Class PE‐100 Rmt 1295.00 254.00 328930.00
110 mm dia HDPE pipe PN 6: class PE 100
33.04 Rmt 391.00 369.00 144279.00
33.05 Rmt 733.00 471.00 345243.00
Page 68 of 165
Item. Quoted /
No Accepted Rate
33.06 Rmt 119.00 595.00 70805.00
33.07 Rmt 753.00
33.08 Rmt 98.00 929.00 91042.00
33.09 Rmt 1139.00
Supply and carting up to site of work of the
following dia DI butterfly /sluice valves class I
working pressure 10 Kg/cm2 confirming to IS:
780/1969 or its latest amendments including
valve fittings & Dismantling Joints as per
34.00 requirement F.O.R. destination and lowering
them into the already prepared trenches
fixing in position and jointing them with
pipelines and testing etc. complete and also
including supply of jointing materials etc.
complete .including all taxes and insurance as
34.01 Sluice valve ‐ 300 mm dia Nos. 64042.00
34.02 Sluice valve ‐ 250 mm dia Nos. 48109.00
34.03 Sluice valve ‐ 200 mm dia Nos. 29250.00 100 mm dia Sluice
34.04 Sluice valve ‐ 150 mm dia Nos. 1.00 19500.00 19500.00 valve for Washout
34.05 Sluice valve ‐ 125 mm dia Nos. 16900.00 pipe
34.06 Sluice valve ‐ 100 mm dia Nos. 2.00 14300.00 28600.00
34.07 Sluice valve ‐ 80 mm dia Nos. 2.00 11700.00 23400.00
Scour Valve
34.08 Scour valve ‐ 80 mm dia Nos. 2.00 11700.00 23400.00
34.09 Scour valve ‐ 100 mm dia Nos. 14300.00
35.00 Pressure release valve
35.01 PRV 80 mm dia Nos. 54219.00
35.02 PRV 100 mm dia Nos. 80025.00
35.03 PRV 150 mm dia Nos. 124575.00
Supply and installation testing etc. of
single/double ball type air valve conforming
to latest/relevent I.S. specifications including
all taxes and insurance carting up to site of
36.00 work and lowering them into the trenches
fixing in position and jointing them with
pipelines and testing etc. complete (including
supply of jointing materials and Valve fittings
etc complete) as per instructions of Engineer.
36.01 20 mm Nos. 10229.21
36.02 50 mm Nos. 4.00 23170.33 92681.32
36.03 80 mm Nos. 23170.33
36.04 150 mm Nos. 41024.88
Page 69 of 165
Item. Quoted /
No Accepted Rate
Supply of under ground sluice value type fire
hydrant consisting of 80 mm dia sluice valve
80mm dia tail pieces 80mm dia duck foot
bend and 80 mm dia standard makes iron
coupling with cap and etc. complete
conforming to latest/relevent
I.S.specifications including all taxes and
37.00 insurance up to site of work and lowering Nos. 2.00 24500.00 49000.00
them into the trenches fixing in position and
jointing them with pipelines and testing etc.
complete (including supply of jointing
materials and Valve fittings etc. complete as
per instructions of Engineer -in - charge.
Construction of following type chambers as

per department type design and drawing
including Heavy duty M.S. Manhole Cover and
38.00 all materials, labour, T&P etc complete for
proper completion of work as per instructions
of Engineer ‐in ‐charge.
38.01 Sluice valve chamber (masonry Type)

dia upto 200 mm ‐ 1000 (L) x 1200 (W) x 1300
No. 4.00 25100.00 100400.00
(H) mm
38.02 Sluice valve chamber (surface box Type) No. 1.00 5300.00 5300.00
Fire Hydrant chamber (750 (L) X 450 (W) X
38.03 No. 2.00 20500.00 41000.00
1000 (H) mm)
38.04 Air Valve Chamber
350 (L) x 350 (W) x 500 (H) mm No. 4.00 10400.00 41600.00
38.05 Scour Valve Chamber
dia upto 200 mm ‐ 1000 (L) x 1200 (W) x 1300
No. 2.00 29000.00 58000.00
(H) mm
PRV Valve Chamber ‐ 1000 (L) x 1200 (W) x
38.06 No. 27610.00
1300 (H) mm
Design and construct Thrust Block made in
R.C.C. with cement, coarse sand & 20 mm
gauge stone ballast in proportion of 1:1.5:3,
for pipe line, including supply of MS
reinforcement wrought to required shape as
necessary ,its bending, fixing & binding the
same with 0.50 mm thick binding wire in
39.00
position & necessary centering & shuttering
including curing and supply of all materials,
labour, T & P etc. required for proper
completion of the work and as per
specifications for RCC work as per instructions
Design and construct Thrust Block made in

Reinforced Cement concrete (1:1.5:3), with
graded stone chips (20 mm nominal size)
39.01 Cum. 0.46 13700.00 6299.37
excluding shuttering and reinforcement, as
per technical requirements.
Page 70 of 165
Item. Quoted /
No Accepted Rate
Providing reinforcement of Thrust block for
reinforced concrete work including
distribution bars, stirrups, binders etc. initial
straightening and removal of loose rust (if
39.02 necessary), cutting to requisite length, KG 55.18 109.81 6058.98
hooking and bending to correct shape, placing
in proper position and binding with wire at
every inter‐section, complete as per drawing
and direction.
Provide all materials labour, T&P etc. and
construct single room staff quarter / office
room at water works site identified by the
Engineer‐in‐charge as per department type
design and drawing and specifications of civil
40.00 No 950000.00
works laid down in the bid document,
including all material labour, T&P etc
complete for proper completion of work as
per instructions of Engineer ‐in ‐charge.
(Drawing No.-5)
Water recharge Mechanism within the water
41.00 Job 1.00 121850.00 121850.00
works campus
3Mtr. Long Column Pipe as per IS 1239 with
42.00
Necessary packings and nut & Bolts etc.
42.01 80 mm Dia size ‐ MS pipe nos 4500.00 8 nos of Cloumn
42.02 100 mm Dia size ‐ MS pipe nos 3.00 5150.00 15450.00 pipe included in
42.03 150 mm Dia size ‐ MS pipe nos 7151.10 Item no 7
Installation of suitable capacity simple T.W.
automation system to control operation of
the pumping plant with respect to high/low
water level in OHT and regulate Pressure with
RTU panel ,7" HMI screen ,UPS with battery
and stand for minimum 2 Hour backup,
43.00 Protection device for phase Reversal for Grid Job 1.00 375000.00 375000.00
powered Applications , surge device including
enrgy meter inside the pump house with
arrangement for communication of data with
GSM and GPRS system to show required
parameters including all accessories etc.
complete in all respect as per instructions of
Engineer -in --charge.
Dismantling and Reinstatement of the
Following type pf road surface with old and
new materials including supply of all
44.00 ‐
materials, labour, T & P required for proper
completion of work as per instructions of
Engineer ‐in ‐charge.
B.O.E. surface (50% of existing bricks to be
44.01 sqm 376.04 450.00 169218.45
reused)
44.02 Bituminous surface sqm 188.48 2100.00 395797.50
44.02 Interlocking Road sqm 1365.38 1266.00 1728576.14
44.04 C.C. Road sqm 1670.92 1945.60 3250947.79
Provision for following types of Culvert
crossing along the alignment of pipe line
45.00 complete as per instructions of Engineer ‐in
‐charge. ( casing of pipe is done by
concreting)
Nala/Culvert Crossing ( width ‐3.5 m) upto Dia
45.01 Nos 4.00 21500.00 86000.00
300 mm
Page 71 of 165
Item. Quoted /
No Accepted Rate
46.00 Trenchless crossings ‐
Survey site Investigation Planning , design
Drawings as per State Road manual and
vetting / checked from State Road Divisional
Office and taking NOC for trenchless crossing
of National highway road and Railway
track(crossing length 15m to 25m ), Road for
of required dia Rising main pipe with casing
pipe as required for proper completion of
work required size of MS casing pipe as per
drawing and as per (IS:3589 & made from
confining to IS:2062) with 750 Micron PU
‐
coating internally and 250 micron anti
corrosive bituminous paint externally by
trenchless technology method at an average
depth 3.60 mtr from normal ground level up
to top of casing pipe including excavation &
filling of Pit, Dewatering arrangement,
Supporting system for soil, also including
supply and fixing of 2 no Sluice valve ISI Mark,
construction of sluice valve chamber etc. all
complete work including supply & fixing
specials in carrier pipe over main pipe, as per
46.01 Railway Line crossing (Upto Dia 350 mm) m 60000.00
National Highway road crossing (Upto Dia 350
46.02 m 40000.00
mm)
State Highway road crossing (Upto Dia 350
46.03 m 27000.00
mm)
Road Crossing ‐ Excavation in foundation of
trench of proper size in soil mixed with
moorum, Shingle, Kankar, soft rock, hard
rock, including refilling, dressing and ramming
earth or sand or bajri, ballast, including
providing, supply, carting, lowering, laying
and jointing of casing pipe of RCC NP‐3 with
appropriate size, with rubber ring joint, sand
filling in gap inside RCC pipe, insertion of
47.00 distribution pipe into the encasing pipe
including supply of T&P, including concrete of
150 mm thick in with 40mm gauge brick
ballast local sand and cement in proportion
of 8:4:1, provision for barricading, labour for
traffic diversion etc. Complete for proper
completion of work as per instruction of
Engineer.
47.01 50 mm dia. Pipe Rmt 1610.00

47.02 100 mm dia. Pipe Rmt 9.00 1955.00 17595.00
47.03 150 mm dia. Pipe Rmt 2300.00
47.04 200 mm dia. Pipe Rmt 3.00 2760.00 8280.00
47.05 250 mm dia. Pipe Rmt 4000.00
As per Distribution
47.06 300 mm dia. Pipe Rmt 4500.00
Network Drawing
47.07 350 mm dia. Pipe Rmt 5000.00
47.08 400 mm dia. Pipe Rmt 5405.00
47.09 450 mm dia. Pipe Rmt 6000.00
47.10 500 mm dia. Pipe Rmt 6500.00
47.11 600 mm dia. Pipe Page 72
Rmt of 165 7600.00
Item. Quoted /
No Accepted Rate
Making house connection should be done
atleast 2 m inside the boundary wall with
provision of tap from distribution line to outer
wall of house, with supply of 1 m G.I. pipe ( 15
mm ) ( above ground ) & average 5 mtr.
MDPE Pipe ( 20 mm) ( below ground)
48.00 Nos. 595.00 3700.00 2201500.00
including specials, saddle, Tap,etc. of suitable
size, T&P etc. including excavation, laying and
jointing for proper completion of work as per
instructions of Engineer as per Dwg 12 (
excluding road restoration)
Construction of single tap pillar type stand

49.00 Nos. 2.00 10000.00 20000.00
post as per type design
Operation and Maintenance for 10 years of
water supply schemes after completion
including staff required for operation and 2% of capex
50.00 maintenance, chemicals, all materails, % Cost for first
specials T & P for operation and maintenance year of O&M
excluding electricity charges.
51.00 CE/UL Certified Electromagnetic flowmeters

51.01 80mm Nos. 100000.00
51.02 100mm Nos. 1.00 125000.00 125000.00
51.03 150mm Nos. 150000.00
51.04 200mm Nos. 190000.00
51.05 250mm Nos. 225000.00
51.06 300mm Nos. 260000.00
51.07 350mm Nos. 330000.00
51.08 400mm Nos. 420000.00
51.09 450mm Nos. 500000.00
51.10 500mm Nos. 550000.00
52.00 Radar type Level transmitter Nos. 1.00 120000.00 120000.00
Complete Cabling for tubewell inlcuding all
53.00 power and controlcables of all equipments at Nos. 1.00 60000.00 60000.00
pumphouse and OHT
Master control system with PLC and
Unlimited SCADA software, Large Video
screen,12" HMI High Resolution, Redundent
CPU Kit with memory Card ,Ethernet Module
for communication ,GPRS Gateway for Data
collect, Redundent power supply for PLC
System, 3 KVA UPS, GSM/GPRS modem
necessray firewall and protection devices,
54.00 Nos. 2674000.00
ethernet switch ,CCTV system with network
video recorder,Surge Protection devices,
Laptop for Engineering work station and
Operating work station including 2 ton AC for
control room and Necessary furniture for MCS
Room etc.
ET-01 D.G. Set

7.5 KVA Nos. 240000.00
10 KVA Nos. 260000.00
15 KVA Nos. 306000.00
20 KVA Nos.
Page 73 of 165 370000.00
Item. Quoted /
No Accepted Rate
25 KVA Nos. 1.00 389000.00 389000.00
30 KVA Nos. 405000.00
40 KVA Nos. 483000.00
45 KVA Nos. 495000.00
50 KVA Nos. 555000.00
62.5 KVA Nos. 569000.00
ET-02 D.G. Set Foundation

7.5 KVA Nos. 42842.50
10 KVA Nos. 48108.34
15 KVA Nos. 52478.60
20 KVA Nos. 57773.89
25 KVA Nos. 1.00 62450.76 62450.76
30 KVA Nos. 62450.76
40 KVA Nos. 69119.13
45 KVA Nos. 83947.32
50 KVA Nos. 72989.60
62.5 KVA Nos. 72989.60
ET-03 Complete Cabling of DG Set Job 1.00 5000.00 5000.00
ET-04 SITC of Chain Pulley Blocks

1 Tonne Nos. 46305.00
2 Tonne Nos. 1.00 58432.50 58432.50
Page 74 of 165
Item. Quoted /
No Accepted Rate
ET-06 Lithium ion Battery Backup 150 Ah 2 nos Nos 2.00 20000.00 40000.00
Total Estimated Cost 2,60,74,832

%Below -0.20%
Final Tender Bidding Cost 2,60,22,682
Notes :-
1) Price Variation Formula for HDPE pipes
Price Validity: Prices of pipes are calculated based on current Resin Rate.
Price Variation Formula
P2 = P1 + (W * (R2 -R1 ) )
where, P2 - New Pipe price per mtr excluding GST
P1 - Old Pipe price in Rs. Per mtr excluding GST
W - Weight of Pipe in Kg / Mtr
R2 - new resin Price Rs/Kg
R1 - old resin Price Rs / kg
The base price is declared by IOCL on below mentioned links.
1. https://gwssb.gujarat.gov.in/resin-rate
2. http://www.plastemart.com/plastics-polymers/
2) As per Ground Soil conditiions if piling is required the same shall be paid as extra as
3) Only Area lighting load in Solar Power plant is provided with battery backup.
Page 75 of 165
DETAILED ESTIMATE FOR GENERAL CIVIL WORKS
ESTIMATE & DETAILED MEASUREMENT FOR PUMP HOUSE

Sl
Item of work No. L B H/D Qty Rate Unit Amount Remarks
No.

(2.5x1.8x3.0)m as per departmental type Upto 10 BHP: PH
design and drawing (drawing no-D-2) and Size 2.5m x 3.0m x
1 1 1.00 619000.00 Each 619000.00 3.6m & 12.5 - 40
as per the specifications for civil work given
in the bid document including supply of all BHP PH Size 3.6m x
material labour and T&P etc complete as 3.0m x 3.0m
per instructions of Engineer -in - charge.
Total 6,19,000.00
Say (In Lacs) 6.19
Page 76 of 165
ESTIMATE FOR
ESTIMATE & DETAILED MEASUREMENT FOR RISING MAIN

Sl
No.
Rising Main
1 Supply of following sizes (D.I.) pipes for rising main/distribution system conforming to latest/relevant I.S.
8329/2000 Specifications with all jointing materials such as specials conforming to latest /relevant I.S.
specifications suitable for D.I pipes as per I.S.-1239 /2000 and IS 8329/2000 or their latest amendment including
F.O.R. destination and all taxes and insurance etc. with loading unloading and Carting up to site of work also
including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient
and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but
excluding the cost of trenches).all complete as per instructions of Engineer -in - charge.
1.1 80 mm dia K‐9 1 0.00 0.00 910.40
1.2 100 mm dia K‐9 1 0 0.00 1191.41 Rmt 0.00
1.3 150 mm dia K‐9 1 30.00 30.00 1728.48 Rmt 51854.40
1.4 200 mm dia K‐9 1 0 0.00 2332.32 Rmt 0.00
2 Excavation Work
Excavation of earth in ordinary soil (loam clay or sand) for pipe line and rising main trenches including lift upto 1.50
m and lead upto 50 m and refilling watering ramming of the excavated earth into the trench and also disposal of
surplus earth upto 50m from the center of the trenches including supply of all material labour T&P etc complete as
2.1 80 mm dia K‐9 1 0.00 0.69 1.10 0.00 234.85 Cum 0.00
2.2 100 mm dia K‐9 1 0 0.71 1.10 0.00 234.85 Cum 0.00
2.3 150 mm dia K‐9 1 30.00 0.76 1.20 27.36 234.85 Cum 6425.50
2.4 200 mm dia K‐9 1 0 0.80 1.20 0.00 234.85 Cum 0.00
3 Valve Chamber
Provide all the materials T7P etc. complete
and constructed Bye - Pass chamber for
Pump House (1000 (L) x 1000 (W) x 1150
(H) mm ) drawing (drawing no. D-3) and as
per the specification for civil work given in
3.1 1.00 1.00 19550.00 Each 19,550.00
the Bid Document including supply of all
material labour and T & P etc complete as
per instruction of Engineer - in - charge.
4 Thurst Block - Concrete 4 0.11 1.00 1.00 0.46 13700.00 Cum. 6299.37
Thurst Block - Reinforcement 4 55.18 109.81 KG 6058.98
Total 90,188.25
Say (In Lacs) 0.90
Page 77 of 165
ESTIMATE FOR
ESTIMATE & DETAILED MEASUREMENT FOR R.C.C OVERHEAD TANK

Sl
No.
R.C.C Overhead Tank

Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of following capacity
and staging above ground level with main components including cost of soil testing and assuming bearing capacity
of soil as 8 MT with supply of design and drawings.All the water retaining components of OHT shall be casted in
M‐30 concrete and minimum grade of concrete of foundation and staging should be M‐25 with approved cement
coarse sand and stone grit as per I.S. 11682 and I.S.456Seismic effects and wind load should be taken into
consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part‐III for wind load on structure and
including 1M wide RCC staircase 1 m wide R.C.C. M30 balcony M.S. ladder made of 50x50x6 mm angle section and
20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes One aluminum ladder inside the tank from
top dome to bottom dome R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair
1 case supported on 50x50x6mm M.S. angle section spaced at intervals not more than 1.5m Proper ventilator at top
dome in circular shape of 1.2 m dia Water level indicator fabricated with sensor connecting to automation
Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules consisting of proper
elevation rod with 5 or more fork points as prescribed in ISS 2309‐1969 and ISS 3013‐1966 C.I. manhole of min
60x60cm size with locking arrangement Supply fixing jointing of D.I.D/F Pipes of appropriate size with D.I.D/F
specials conforming to IS 8329/2000 as vertical pipes for inlet outlet overflow and washout as per latest / relevant
I.S. specifications with all jointing materials for proper completion of work Construction of bed blocks in 1:2:4 PCC
with cement coarse sand and approved stone grit Construction of washout / overflow chamber and chambers for
sluice / butter fly valves as per departmental type design and drawing Supply of 200 mm dia PVC pipe as per I.S.‐
4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works
compound Painting of all concrete surface and steel pipe works with three coats.
1.1 225 Kl 12 M Staging 1 1.00 4378500.00 Job 4378500.00
1.2 For washout pipe

Sluice valve ‐ 100 mm dia 1 1.00 14300.00 Nos 14300.00
Total Amount 4392800.00

Say (In Lacs) 43.93
Page 78 of 165
ESTIMATE FOR
ESTIMATE & DETAILED MEASUREMENT FOR DISTRIBUTION SYSTEM

Sl
No.
Distribution System
Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications
with all jointing materials and specials conforming to latest /relevant I.S. specifications including F.O.R. destination
and all taxes and insurance etc. with loading unloading and Carting up to site of work also including specials for
1 these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc.
complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of
trenches) all complete as per instructions of Engineer -in - charge.
1.1 300 mm dia K‐9 1 0.00 0.00 3940.00 Rmt 0.00

1.2 250 mm dia K‐9 1 0.00 0.00 3103.50 Rmt 0.00
1.3 200 mm dia K‐9 1 0.00 0.00 2332.32 Rmt 0.00
1.4 110 mm dia HDPE pipe PN 6: class PE 100 1 391.00 391.00 369.00 Rmt 144279.00
2.0 90 mm dia HDPE Pipe PN‐6: Class PE‐100 1 1295.00 1295.00 254.00 Rmt 328930.00
2 Valves & Fittings

2.1Sluice valve ‐ 300 mm dia 0 0.00 64042.00 Nos 0.00
2.4Sluice valve ‐ 150 mm dia 1 1.00 19500.00 Nos. 19500.00
3.00Scour valve ‐ 80 mm dia 2 2.00 11700.00 Nos. 23400.00
4.0PRV 80 mm dia 0 0.00 54219.00 Nos. 0.00
4.1PRV 100 mm dia 0 0.00 80025.00 Nos. 0.00
4.2PRV 150 mm dia 0 0.00 124575.00 Nos. 0.00
Air Valve
4.3 20 mm 0 0.00 10229.21 Nos. 0.00
4.4 50 mm 4 4.00 23170.33 Nos. 92681.32
4.5 80 mm 0 0.00 23170.33 Nos. 0.00
Page 79 of 165
Supply of under ground sluice value type
fire hydrant consisting of 80 mm dia sluice
valve 80mm dia tail pieces 80mm dia duck
foot bend and 80 mm dia standard makes
iron coupling with cap and etc. complete
conforming to latest/relevent
I.S.specifications including all taxes and
2 insurance up to site of work and lowering 2.00 2.00 24500.00 Nos 49000.00
them into the trenches fixing in position
and jointing them with pipelines and
testing etc. complete (including supply of
jointing materials and Valve fittings etc.
complete as per instructions of Engineer -in
- charge.
Total 2478940.32
Say (In Lacs) 24.79
Distribution System - Pipeline Excavation

Excavation of earth in ordinary soil (loam clay or sand) for pipe line and rising main trenches including lift upto 1.50
m and lead upto 50 m and refilling watering ramming of the excavated earth into the trench and also disposal of
3
surplus earth upto 50m from the center of the trenches including supply of all material labour T&P etc complete as
3.1 300 mm dia K‐9 1 0.00 0.70 1.30 0.00 234.85 Cum 0.00
3.2 250 mm dia K‐9 1 0.00 0.65 1.30 0.00 234.85 Cum 0.00
3.3 200 mm dia K‐9 1 0.00 0.80 1.20 0.00 234.85 Cum 0.00
3.4 200 mm dia HDPE pipe PN 6: class PE 100 1 391.00 0.80 1.20 375.36 234.85 Cum 88153.30
3.8 90 mm dia HDPE Pipe PN‐6: Class PE‐100 1 1295.00 0.69 1.10 982.91 234.85 Cum 230835.24
Provision for following types of Culvert crossing along the alignment of pipe line complete as per instructions of
4.1
Engineer ‐in ‐charge. ( casing of pipe is done by concreting)
Nala/Culvert Crossing ( width ‐3.5 m) upto
4.2 4 4.00 21500.00 Nos 86000.00
Dia 300 mm
Distribution System - Road dismantling and restoration
Dismantling and Reinstatement of the Following type pf road surface with old and new materials including supply
5
of all materials, labour, T & P required for proper completion of work as per instructions of Engineer ‐in ‐charge.
As pr Survey
5.1 B.O.E. surface 376.04 450.00 Sqm 169218.45
Drawing
As pr Survey
5.2 Bituminous surface 188.48 2100.00 Sqm 395797.50
Drawing
Statement attached
As pr Survey
5.3 Interlocking Road 1365.38 1266.00 Sqm 1728576.14
Drawing
As pr Survey
5.4 C.C. Road 1670.92 1945.60 Sqm 3250947.79
Drawing
6.5 Road Crossing
6.5.1 50 mm dia. Pipe 0.00 1610.00 Rmt 0.00
6.5.2 100 mm dia. Pipe 9.00 1955.00 Rmt 17595.00
6.5.3 150 mm dia. Pipe 0.00 2300.00 Rmt 0.00
6.5.4 200 mm dia. Pipe 3.00 2760.00 Rmt 8280.00
Page 80 of 165
6.5.5 250 mm dia. Pipe 0.00 4000.00 Rmt 0.00
6.5.6 300 mm dia. Pipe 0.00 4500.00 Rmt 0.00
6.5.7 350 mm dia. Pipe 0.00 5000.00 Rmt 0.00
6.5.8 400 mm dia. Pipe 0.00 5405.00 Rmt 0.00
6.5.9 450 mm dia. Pipe 0.00 6000.00 Rmt 0.00
6.5.10 500 mm dia. Pipe 0.00 6500.00 Rmt 0.00
6.5.11 600 mm dia. Pipe 0.00 7600.00 Rmt 0.00
Distribution System - Connections
Making house connection should be done atleast 2 m inside the boundary wall with provision of tap from
distribution line to outer wall of house, with supply of 1 m G.I. pipe ( 15 mm ) ( above ground ) & average 5 mtr.
7 MDPE Pipe ( 20 mm) ( below ground) including specials, saddle, Tap,etc. of suitable size, T&P etc. including
excavation, laying and jointing for proper completion of work as per instructions of Engineer as per Dwg 12 (
7.1 House service connections 595 595.00 3700.00 Nos 2201500.00
7.2 Public stand post 2 2.00 10000.00 Nos 20000.00
Sluice valve chamber (masonry Type) - dia
8 4 4.00 25100.00 Nos 100400.00
upto 200mm ‐ 1000(L) x 1200(W) x 1300(H)
9 Sluice valve chamber (surface box Type) 1 1.00 5300.00 Nos 5300.00
Fire Hydrant chamber 750(L) X 450(W) X
10 2 2.00 20500.00 Nos 41000.00
1000(H) mm)
Scour Valve Chamber
11 2 2.00 29000.00 Nos 58000.00
dia upto 200 mm ‐ 1000 (L) x 1200 (W) x
Air Valve Chamber 350(L) X 350(W) X
12 4 4.00 10400.00 Nos 41600.00
500(H) mm)
Total 9930893.15
Say (In Lacs) 99.31
Page 81 of 165
ESTIMATE FOR
ESTIMATE & DETAILED MEASUREMENT FOR BOUNDARY WALL

Sl
No.
Construction of 1.3 m high and 115mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick
masonry in 1 cement and 4 sand mortar the spacing between two pillar should not be more than 3.0 m c/c and the
depth of foundation should not be less than 0.60m at the site of water works as per departmental type design and
1
drawing and as per specifications given in the bid
document including supply of all materials labour T&P etc.for proper completion of work as per instructions of
Engineer -in - charge. (Drawing No.D-1)
Total Length
1.1 Boundary Wall 1 155.00 155.00 7360.00 cosidered as per
Rmt 1140800.00
Survey Details for
the Plot available.
Supply and fixing of 3.6 m x 1.20 m MS gate including fabrication and supply of steel and construction of bounary
wall pillars of size 1.35mx0.23mx0.23m with ornamental brick work 115mm th. around RCC, as per departmental
2 type design and drawing (Drawing No. D‐1) and as per specifications laid down in the bid document, including
supply of all material, labour,T&P etc.required for proper completion of work as per instructions of
Engineer‐in‐charge.
2.1 MS Gate 1 1.00 52000.00 Nos 52000.00
2.2 MS Wicket gate 1 1.00 19000.00 Nos 19000.00
Total 1211800.00
Say (In Lacs) 12.12
Page 82 of 165
ESTIMATE FOR
ESTIMATE & DETAILED MEASUREMENT FOR APPROACH ROADS AND ANCILLIARY CIVIL WORKS
Sl
No.
Construction of Interlocking pavement for approach to water works, as per departmental type design and Interlocking
drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P pavement to be
etc.required for proper completion of work as per instructions of Engineer ‐in ‐charge. considered for
1 Internal Roads and
WBM to be
considered for
Approach Road.
1.1 Interlocking Pavement for Approach 1 30.00 2.40 72.00 1070.50 Sqm. 77076.00
1.2 GSB 1 21.60 21.60 2800.00 Cum 60480.00
1.3 WBM Construction 1 30.00 30.00 3029.00 Cum 90870.00
1.4 Earth Filling 1 0.00 0.00 534.99 cum 0.00
1.5 Drain 1 160.00 160.00 1950.00 Rmt 312000.00
Water recharge Mechanism within the
1.6 1 1.00 1.00 1.00 121850.00 Job 121850.00
water works campus
Total 662276.00
Say (In Lacs) 6.62
Page 83 of 165
ESTIMATE FOR
ESTIMATE & DETAILED MEASUREMENT FOR SURVEY & DESIGN

Sl
No.
D.G. Set Foundation SWSM SOR - Item

7.5 KVA 0.00 0.00 42842.50 Nos. 0.00
10 KVA 0.00 0.00 48108.34 Nos. 0.00
15 KVA 0.00 0.00 52478.60 Nos. 0.00
20 KVA 0.00 0.00 57773.89 Nos. 0.00
25 KVA 1.00 1.00 62450.76 Nos. 62450.76
30 KVA 0.00 0.00 62450.76 Nos. 0.00
40 KVA 0.00 0.00 69119.13 Nos. 0.00
45 KVA 0.00 0.00 83947.32 Nos. 0.00
50 KVA 0.00 0.00 72989.60 Nos. 0.00
62.5 KVA 0.00 0.00 72989.60 Nos. 0.00
Total 62,450.76
Say (In Lacs) 0.62
Total - Civil Works 194.48 Lacs

%Below -0.20%
Final Tender Bidding Cost 194.09 Lacs
Page 84 of 165
DETAILED ESTIMATE FOR E/M WORKS
Tubewell Assambly = ( 200 Housing X 150 Casing) mm Dia & 250 M Lowering
Size Of Drilling = ( 500 Housing X 450 Casing) mm & 275 M Deep
Estimate of Cost of Tubewell construction

Sl
No.
DC/RC drilling including Hiring Transport, Erection, Dismentaling with loading and unloading og Rig and associated
1
T&P complete in all respect including required all material labour & T&P etc.
Tube well construction
1.1 DC/RC Drilling up to 100Mtr.
1.1.1 400 MMØ 0 0.00 0.00 2195.78 Rmt 0.00
1.1.2 450 MMØ 1 52.00 52.00 2458.39 Rmt 127836.28
1.1.3 500 MMØ 0 48.00 48.00 2721.00 Rmt 130608.00
1.1.4 600 MMØ 1 0.00 0.00 2808.00 Rmt 0.00
DC/RC Drilling from 101 MT. To 200 Mtr.
1.2
Deep
1.2.1 400 MMØ 0 - 0 2,578.52 Rmt -
1.2.2 450 MMØ 1 100 100 2,778.52 Rmt 2,77,852.00
1.2.3 500 MMØ 0 0 0 3,038.00 Rmt -
1.2.4 600 MMØ 0 0 0 3,556.96 Rmt -
1.3
Mtr.Deep
1.3.1 400 MMØ 0 0 0 2,650.00 Rmt -
1.3.2 450 MMØ 1 75.00 75.00 3,163.42 Rmt 2,37,256.50
1.3.3 500 MMØ 0 0 0 3,368.00 Rmt -
1.3.4 600 MMØ 0 0 0 3,777.16 Rmt -
Tube Well Assembly -
1.3 MSERW plain pipe As per IS 4270 -
1.3.1 100 MMØ 1 0.00 0.00 1,200.00 Rmt -
1.3.2 150 MMØ 1 166.00 166.00 2,000.00 Rmt 3,32,000.00
1.3.3 200 MMØ 1 42.00 42.00 2,550.00 Rmt 1,07,100.00
1.3.4 300 MMØ 1 0.00 0.00 3,990.00 Rmt -
1.4 MSERW Pipe slotted pipe as per IS 8110
1.4.1 100 MMØ 1 0 0 1,570.00 Rmt -
1.4.2 150 MMØ 1 42.00 42.00 3,080.00 Rmt 1,29,360.00
1.4.3 200 MMØ 1 0 0 3,833.80 Rmt -
1.4.4 300 MMØ 1 0 0 5,707.45 Rmt -
Lowering of above assembly including Carting up to site and welding of parts complete in all respect with all required
2.0
material T&P labours etc.
2.1 Lowering up to 100 Mtr. Deep
2.1.1 100 MMØ MSERW Plane/Slotted Pipe 1 - - 129.28 Rmt -
2.1.2 150 MMØ MSERW Plane/Slotted Pipe 1 58.00 58.00 280.64 Rmt 16,277.12
2.1.4 300 MMØ MSERW Plain/Slotted Pipe 1 - - 482.00 Rmt -
2.2 Lowering from 101 Mtr. To 200 Mtr. Deep
2.2.2 200 MMØ MSERW Plane/Slotted Pipe 1 0 0 484.00 Rmt -
2.3 Lowering from 201 Mtr. To 300 Mtr. Deep
3.1 MS ring
100 mmØ MS. Ring made by 150 mm X 12 mm
3.1.1 1 - - 1,000.00 No. -
Flat
3.1.2 1 40.00 40.00 1,270.00 No. 50,800.00
Flat
3.1.3 1 7.00 7.00 1,600.00 No. 11,200.00
Flat
3.1.4 1 - - 2,070.00 No. -
Flat Page 85 of 165
Sl
No.
3.2 MS Bail Plug as per IS 2800 - -
3.2.1 100 mm Ø M.S. Bail Plug 1 - - 1,500.00 No. -
3.2.2 150 mm Ø M.S. Bail Plug 1 1.00 1.00 1,725.00 No. 1,725.00
3.3 Reducer - -
3.3.1 300 X 200 mm Reducer 1 - - 6,550.00 No. -
3.3.2 200 X 150 mm Reducer 1 1.00 1.00 4,150.00 No. 4,150.00
3.3.3 300 X 150 mm Reducer 1 - - 5,500.00 No. -
3.3.4 200 X 100 mm Reducer 1 - - 3,550.00 No. -
3.3.5 150 X 100 mm Reducer 1 - - 2,850.00 No. -
3.4 MSSI Clamp As per IS 2800 - -
3.4.1 100 mm Ø M.S. S.I Clamp 1 - - 1,250.00 No. -
3.4.2 150 mm Ø M.S. S.I Clamp 1 - - 1,500.00 No. -
3.4.3 200 mm Ø M.S. S.I Clamp 1 1.00 1.00 2,000.00 No. 2,000.00
3.4.4 300 mm Ø M.S. S.I Clamp 1 - - 4,050.00 No. -
3.5 TW Assy Support - -
3.5.1 100 mm Ø Tubewell Assembly support 1 - - 10,500.00 No. -
3.5.3 200 mm Ø Tubewell Assembly support 1 1.00 1.00 15,500.00 No. 15,500.00
3.6 MS Well Cap - -
3.6.1 100 mm Ø M.S. Well Cap 1 - - 1,000.00 No. -
3.6.2 150 mm Ø M.S. Well Cap 1 - - 1,250.00 No. -
3.6.3 200 mm Ø M.S. Well Cap 1 1.00 1.00 1,350.00 No. 1,350.00
3.6.4 300 mm Ø M.S. Well Cap 1 - - 1,550.00 No. -
3.7 Center Guide - -
3.7.1 Center Guide for 150 mm Ø M.S. TW Assembly 1 18.00 18.00 920.00 No. 16,560.00
3.7.2 Center Guide for 200 mm Ø M.S. TW Assembly 1 - - 1,040.00 No. -
Supplying and unconsolidated packing of

4.0 59.38 7,500 Cum 4,45,382
gravel with suitable size
Charges for Development of Tube well
5.0
including transportation,
5.1 250 PSI Compressor per hour 0 0.00 3650.00 Hrs 0.00
5.2 350 PSI Compressor per hour 0 0 4250.00 Hrs 0.00
5.3 600 PSI Compressor per hour 60 60.00 5000.00 Hrs 300000.00
Charges for Development of TW by 0.5 Cusec
5.4 0 0 840.00 Job 0.00
OP Unit
Charges for Development of TW by 1 cusec OP
5.5 100 100.00 1125.00 Hr. 112500.00
Unit
Charges for Development of TW by 3 cusec OP
5.6 0 0 1400.00 Hr. 0.00
Unit
6.0 Logging of Borehole by Electric logging 1 1.00 18000.00 Job 18000.00
Total 2413033.97
Say (In Lacs) 24.13
Page 86 of 165
ESTIMATE FOR
ESTIMATE & DETAILED MEASUREMENT FOR PUMPING PLANT & CHLORINATING PLANT
Sl
No.
1 Pumps & Fittings

Pumping plant with submercible flat cable of
suitable length, main Piping & Valves with 08
nos Column Pipes , Distance piece for Rising
Main and Bypas side ,NRV cum Pump and
Column Pipe Jointer, Power wiring, Chemical
earthing, Painting, wiring of pump house
(internal & External ) and Installation Job of
Pumping Plant complete in all respect with all
required material, T&P labour complete in all
respect for following duties in Solar Powered
Applications-
15 HP Pump, 750 LPM, 46 m Head (Deduction
1 of 2 Sluice valve 100 mm dia amount Rs.14300 1 1 2,23,500.00 Nos 2,23,500.00
)
2 Pressure Transmitter 1 1 45,000.00 Nos 45,000.00

3 2 2 1,43,750.00 Nos 2,87,500.00
CE/UL Certified Electromagnetic flowmeters
4 1 1 1,25,000.00 Nos. 1,25,000.00
100 mm
5 Chain Pulley Blocks -2 Mt 1 1 58,432.50 Nos 58,432.50
6 Radar type Level transmitter 1 1 1,20,000.00 Nos 1,20,000.00

Providing and installation hydrostatic level
sensor at all tubewell pumping system
10 including all accessories etc. complete in all 1 1 1,26,000.00 Nos 1,26,000
respect as per instructions of Engineer ‐in
–charge.
3Mtr. Long Column Pipe as per IS 1239 with
11
Necessary packings and nut & Bolts etc.
80 mm Dia size ‐ MS pipe 1 - - 4,500.00 nos. -
100 mm Dia size ‐ MS pipe 1 3.00 3.00 5,150.00 nos. 15,450.00
150 mm Dia size ‐ MS pipe 1 - - 7,151.10 nos. -
Process
Electronic type chlorinating dosing
system(1W+1S) with 6 LPH capacity 4kg/cm
11 1 1 64,000 Nos 64,000
2 working pressure with 200 Litres tank and
valves pipes with all required acessories
Total 10,64,883
Say (In Lacs) 10.65
Page 87 of 165
ESTIMATE FOR
ESTIMATE & DETAILED MEASUREMENT FOR SOLAR PLANT

Sl
No.
SITC of Solar power plant (for complete plant) including solar panals, VFD, Structure,earthing of all electrical items,
Balance of system with auxillary load arrangements for Field monitoring devices, Cleaning arrangements for solar panals,
Interlocking Pavement below solar panals and Installation and commisioning with civil works etc. complete in all respect
with required material T&P labour
1 23.00 23.00 86800.00 KW 1996400.00
Total 1996400.00
Say (In Lacs) 19.96
ESTIMATE FOR
ESTIMATE & DETAILED MEASUREMENT FOR Electrical and Instrumentation

Sl
No.
1 Internal electrificaton of Tubewell 1 1 25,000.00 LS 25,000.00

Installation of suitable capacity simple T.W.
automation system to control operation of the
pumping plant with respect to high/low water
level in OHT and regulate Pressure with RTU
panel ,7" HMI screen ,UPS with battery and
stand for minimum 2 Hour backup, Protection
device for phase Reversal for Grid powered
2 Applications , surge device including enrgy 1 1 3,75,000.00 Job 3,75,000.00
meter inside the pump house with
arrangement for communication of data with
GSM and GPRS system to show required
parameters including all accessories etc.
complete in all respect as per instructions of
Engineer -in --charge.
Complete Cabling for tubewell inlcuding all

3 power and controlcables of all equipments at 1 1 60,000.00 60,000.00
Nos.
pumphouse and OHT
Total 4,60,000.00
Say (In Lacs) 4.60
Page 88 of 165
4 D.G.Set
7.5 KVA 0 0 2,40,000.00 Nos. -
10 KVA 0 0 2,60,000.00 Nos. -
15 KVA 0 0 3,06,000.00 Nos. -
20 KVA 0 0 3,70,000.00 Nos. -
25 KVA 1 1 3,89,000.00 Nos. 3,89,000.00
30 KVA 0 0 4,05,000.00 Nos. -
40 KVA 0 0 4,83,000.00 Nos. -
45 KVA 0 0 4,95,000.00 Nos. -
50 KVA 0 0 5,55,000.00 Nos. -
5 Lithium ion Battery Backup 150 Ah 2 nos 1 2 20,000.00 Nos 40,000.00
6 Complete Cabling of DG Set 1 1 5,000.00 Job 5,000.00

Total 4,34,000.00
Say (In Lacs) 4.34
Total For E&M 63.68 Lacs

%Below -0.20%
Final Tender Bidding Cost 63.56 Lacs
Page 89 of 165
ROAD TYPE WISE & RESTORATION WORK STATEMENT
ROAD RESTORATION DETAILS

Outer Pipeline Road
Sr.
Diameter Pipe Material Length Width BOE Road BOE Road BT road BT Road Paver Road Paver Road CC road CC Road CC road
No.
(mm) (m) (m) Length Area Length Area Length Area Length Width Area
1 63 HDPE Pipe PN‐6: Class PE‐100 7,800 0.66 500 332 250 166 1400 928 2000 0.36 726
2 75 HDPE Pipe PN‐6: Class PE‐100 724 0.68 0 0 0 0 80 54 200 0.38 75
3 90 HDPE Pipe PN‐6: Class PE‐100 1,295 0.69 0 0 0 0 200 138 400 0.39 156
10 200 DI K-9 0 0.80 0 0 0 0 0 0 0 0.50 0
11 250 DI K-9 0 0.85 0 0 0 0 0 0 0 0.55 0
12 300 DI K-9 0 0.90 0 0 0 0 0 0 0 0.60 0
* 3 House Connections (Length 3m) 0.30 147 45 75 23 528 160 1041 0.30 315
Total 11160 647 376 325 188 2328 1365 4591 1671
Page 90 of 165
ESTIMATE FOR
NARHAN KHASH VILLAGE WATER SUPPLY SCHEME
UNDER DWSM/SWSM - AZAMGARH, U.P.

SL.
Description of Work Percentage Amount in Rs.
No.
1 Capital Cost of Work 2,60,22,681.94
2 Cost of Work for 1st year 2% of Total Cost 5,20,453.64
3 Cost of Work for 2nd year 5% Addition every year 5,46,476.32
4 Cost of Work for 3rd year 5% Addition every year 5,73,800.14
5 Cost of Work for 4th year 5% Addition every year 6,02,490.14
Grand Total 65,46,209.94
Page 91 of 165
ESTIMATE FOR
ABSTRACT
SL.
Description of Work Amount in Rs.
No.
1 Total Cost of O&M for 10 years 6546209.94

2 Total Cost of Fuel & Lubricants during O&M 1344915.00
Grand Total 7891124.94

ADD 18% GST 1178317.79

TOTAL COST OF O&M FOR 10 YEARS INCLUDING GST 9069442.73

Page 92 of 165
ESTIMATE FOR
FUEL & LUBRICANT CONSUMPTION WITH DG SET DURING O&M
Fuel No. of
SL. DG Set Fuel Rate No. of Amount in Rs. Amount in Rs. Total Amount in
Description of Work Consumption Working
No. Capacity (kVA) (Rs./Ltr) Days (Fuel) (Lubricant@10%) Rs.
(Ltrs/Hr) Hrs/day
1 Cost of Work for 1st year 25 4.4 95 6.50 45 122265 12227 134492
2 Cost of Work for 2nd year 25 4.4 95 6.50 45 122265 12227 134492
3 Cost of Work for 3rd year 25 4.4 95 6.50 45 122265 12227 134492
4 Cost of Work for 4th year 25 4.4 95 6.50 45 122265 12227 134492
Grand Total 1344915
Amount in lacs 13.45
*NOTE: The Fuel Rate is considered as Rs.125/- per litre, but the cost of fuel will be based on the change in rates of fuel at actual basis, from time to time, in line
with applicable guidelines and RFP / Agreement.
Page 93 of 165
D.G Set - Fuel Consumption
Cost per year (LPH x
Fuel Consumption at
Item List UOM 6.5 Hrs. x 45 days x
75% Loading Capacity
Fuel Rate)
( LPH ) ( Rs. )
7.5 KVA 1.62 45016

10 KVA 2.4 66690
15 KVA 3 83363
20 KVA 3.8 105593
25 KVA 4.4 122265
30 KVA 5.8 161168
40 KVA 7.4 205628
45 KVA 8.7 241751
50 KVA 11.3 313999
62.5 KVA 11.3 313999
** Fuel Consumption shall be paid as per actual usage of work

** Fuel rate taken as per actual market rate
** Fuel Consumption has been taken from Catalogue of Kirloskar (Attached)
Page 94 of 165
DRAWINGS
Page 95 of 165
DRAWINGS SCHEDULE
Sr. No. Drawing Title Drawing Number

1 Survey Drawing JJM/AZ/PH-3/01
2 Water Supply Distribution Drawing JJM/AZ/PH-3/02
3 Layout Plan JJM/AZ/PH-3/03
4 Typical Drawing For Pump House & Chlorination Room JJM/AZ/PH-3/04
5 Typical Drawing of Boundary Wall JJM/AZ/PH-3/06
6 General Arrangement of House Connection JJM/AZ/PH-3/07
7 General Arrangement of Air Valve Chamber JJM/AZ/PH-3/08
8 General Arrangement of Fire Hydrant Chamber JJM/AZ/PH-3/09
9 General Arrangement of Sluice Valve Chamber JJM/AZ/PH-3/10
10 Typical Drawing For Thrust Block JJM/AZ/PH-3/11
11 Typical Drawing For Bypass Chamber JJM/AZ/PH-3/12
12 Typical Drawing For Culvert Crossing JJM/AZ/PH-3/13
13 Typical Drawing For Nala Crossing JJM/AZ/PH-3/14
Page 96 of 165
Page 97 of 165
Page 98 of 165
LAYOUT PLAN
TUBE WELL SLOPE

FLOW 2500
DIRECTION CHLORINATION
1800 ROOM
W
W 1800 x 3600
D1
W
D1
PUMP HOUSE
3000 x 3600
E.S.R 3000 3000
PUMP
W VARANDAH
2730 x 1500
3600
230
1200
3000
MAIN GATE
3600
3000
D.G.SET
PE
STRUCTURAL DESIGN
SLO
COLUMN AS PER
SOLAR PANEL
SOLAR PANEL
SOLAR PANEL
RURAL WATER SUPPLY PROJECT
SEMI
CIRCULAR STATE WATER AND SANITATION MISSION
GOVT. OF UTTAR PRADESH
DRAIN
CONTRACTOR:-
M/S GA INFRA - BABA (JV)
TYPICAL LAYOUT PLAN
JP BS
UD
NTS
LAY-OUT PLAN 07.05.2022
SWSM 01 JJM/AZ/03 R0
Page 99 of 165
**NOTES:
1. ALL DIMENSIONS ARE IN MM.

R.C.C. JALI
P.L. 600 x 300 P.L.
G.L. G.L. G.L. G.L.
LIST OF CIVIL UNIT AS PER PROCESS CALCULATION AND GAD ONLY

SIDE ELEVATION FRONT ELEVATION
ITEM DESCRIPTION TAG NO. SIZE (L X B X H + FB), MM
SCHEDULE OF DOOR WINDOW

B
DOOR D1 900 X 2100
WINDOW W 900 X 1500

600
450
PUMP HOUSE 3600 X 3600 X 3000

150mm TH. PCC 1:2:4 CHLORINATION ROOM 2500 X 1300 X 3000
W 1500mm x 100mm R.S. JOIST
230
1500
C.I. PIPE 12mm TH. PLASTER 1:6
W
PUMP 75mm TH. R.C.C
100
MANHOLE COVER
RCC 1:1:5:3
100 TH. RCC SLAB 1:1:5:3
3600
PUMP HOUSE
10mm PLASTER 1:6
3000 x 3600 1270 3600
150mm TH. R.C.C. 10mm PLASTER 1:6
LINTEL 1:1:5:3 12mm PLASTER 1:6
150
75
75
75
150TH. RCC LINTEL
W
1800
3600
450 450 450
3000
3000
CHLORINATION
2100
2100
D1
2500
ROOM APPRON 20 TH. DPC

IN 1:2 CEMENT : COARSE SAND
1800 x 3600 600 WIDE
PROJECT :
25mm TH. PPC 1:2:4 RURAL WATER SUPPLY PROJECT
1500
230 75mm TH. PPC 1:4:8 20 TH. DPC

D1 IN 1:2 CEMENT : COARSE SAND CLIENT :
VARANDAH
P.L. STATE WATER AND SANITATION MISSION
2730 x 1500 APPRON
350
W 350 600 WIDE

300
3000 GL CONTRACTOR :
460 EARTH FILLING
25 TH. PCC 1:2:4
300
570 BRICK WORK 1:6 75 TH. PCC 1:4:8 M/S GA INFRA - BABA (JV)
300
690
TITLE :
DRAWING OF PUMP HOUSE & CHLORINATON ROOM
100
A 10mm TH. PCC 1:6:12

PLAN 900
SECTION A-B DRAWN BY : JP DESIGN BY : BS
CHECKED BY : UD PROJ CODE DRG. NO. REV
SCALE : NTS
DATE : 07.05.2022
Page 100 of 165

NOTES:-
1. ALL DIMENSIONS ARE IN mm.
100:18:36 ROOF TERRACING 2. THE DETAIL DRAWING OF ALL RCC WORK SHALL BE
PREPARED AT THE TIME OF CONSTRUCTION.
100mm THK. R.C.C. SLAB 1:1.5:3
FOUNDATION AS PER SITE. CONDITION OF SOIL, TO
EXAMINE, IN CASE MAKE AMENDMENTS IN STRUCTURAL
IN CONSULTATION WITH COMPETENT AUTHORITY.
1:6 PLASTER CEILING PLASTER 1:3
12mm PLASTER 1:6 3. ALL WORKS TO BE CARRIED OUT AS PER SCHEDULE
SPECIFICATION BRICK WORK IN FOUNDATION IN 1:6.
150
4. SKIRTING IN SPECIFIED IN ALL ROOM VERANDAH &
150
450
LAWN ETC. WHERE EVER REQUIRED.
75
75
BRICK WORK 1:4
V 5. SHELVES AND ALMIRAH TO BE PROVIDED IN
CONSULTATION WITH AUTHORITIES CONCERNED BUT
TO BE KEPT IN LEVEL OF DOOR & WINDOW.
3000
1200
6. PLINTH LEVEL AS PER SITE.
2500
7. FOUNDATION PCC IN 1:6:12.
W7
D2 BRICK WORK 1:6
APPRON
900
600 230 25mm THK. PCC 1:2:4 20mm THK. DPC
230 75mm THK. PCC 1:4:8 IN 1:2 CEMENT : COARSE SAND
PL
25TH. PCC 1:2:4
350
75TH. PCC 1:4:8 350
GL
DPC 1:2
300
460
PL EARTH FILLING
150 150
230
300
GL 570 BRICK WORK 1:6
150 150
330 1:6 PLASTER
300
430 690
PCC 1:6:12
100
900 900
460
100mm THK. PCC 1:6:12
SECTION C-D SECTION A-B
B
6600
RCC JALI 600 X 300
V V
BATH W.C.
1300 900 D3
X 1200 X 1200
D3
COURT YARD
6300 X 4850
C D
W7 GL
10000
FRONT ELEVATION
VERANDAH
3100 X 2400
W6 ROOM SCHEDULE OF DOOR WINDOW

D2
3000 X 4550 APPRON
TYPE WIDTH HEIGHT DESCRIPTION
D2 600 WIDE PROJECT :
D2 900 2000 SINGLE SHUTTER RURAL WATER SUPPLY PROJECT
BOX
KITCHEN D3 800 2000 SINGLE SHUTTER
1300 CLIENT :
1600 X 3000
X 2140 W6 800 1200 SINGLE SHUTTER STATE WATER AND SANITATION MISSION
W7 W7 900 1200 SINGLE SHUTTER
D2 CONTRACTOR :

W7
TITLE :
TYPICAL DRAWING FOR STAFF QUARTERS
DRAWN BY : JP DESIGN BY : BS
A GROUND FLOOR PLAN CHECKED BY : UD PROJ CODE DRG. NO. REV
SCALE : NTS
DATE : 07.05.2022
Page 101 of 165

NOTES:-
2. THE DETAIL DRAWING OF ALL RCC WORK SHALL BE
X1 IN CONSULTATION WITH COMPETENT AUTHORITY.
3. ALL WORKS TO BE CARRIED OUT AS PER SCHEDULE
5. SHELVES AND ALMIRAH TO BE PROVIDED IN
TRENCH FOR HOUSE
CONNECTION PIPE
0.60
WALL
20mm (OD)
MDPE PIPE
WATER TAP
TRENCH FOR CONNECTION TRENCH FOR HOUSE
0.60
FERRULE WITH DISTRIBUTION MAIN CONNECTION PIPE
SADDLE
X Y
1.50
1.50
20mm O.D. HDPE /
0.90
15mm (I.D) G.I. PIPE ABOVE G.L.
TRENCH FOR CONNECTION uPVC BELOW G.L.
CLAMPED IN FIXED SUPPORT /
WITH DISTRIBUTION MAIN CONCRETED
DISTRIBUTION MAIN
1.50
1.50
Y1
FRONT ELEVATION AT X1-Y1
TOP PLAN
0.60
20mm (OD) MDPE PIPE

FERRULE
1.50
SADDLE PROJECT :
DISTRIBUTION
0.50
PIPE CLIENT :
STATE WATER AND SANITATION MISSION
CONTRACTOR :
1.50
ELEVATION AT X-Y
TITLE :
DRAWING FOR HOUSE CONNECTION DRAWING WITH TAP
SCALE : NTS
DATE : 07.05.2022
Page 102 of 165

RCC MANHOLE COVER
500mm Ø PERFORATED
350 ROAD LEVEL
200
RCC 1:2:4
230 230 1st CLASS BRICK WORK

IN 1:6 CEMENT/SAND MORTAR
70 70
75
PCC 1:4:12
SECTION A-A'
500mm Ø RCC
MANHOLE COVER
PERFORATED
A A'
810
950
**NOTES:
PROJECT :
CLIENT :
CONTRACTOR :
TITLE :
DRAWING OF AIR VALVE CHAMBER
PLAN DRAWN BY
CHECKED BY :
SCALE
:
:
JP
UD
NTS
DESIGN BY
PROJ CODE
: BS
DRG. NO. REV
DATE : 07.05.2022
Page 103 of 165

RCC MANHOLE COVER
500mm. x 500mm.
200
ROAD LEVEL PCC 1:2:4
100
PLASTER 1:4
FIRE HYDRANT
1st. CLASS BRICK WORK

IN 1:6 CEMENT
SAND MARTOR
1200
100
230 PCC 1:2:4 230
100
150
PCC 1:6:12
SECTION A-A'
PERFORATED RCC
500mm. x 500mm.
MANHOLE COVER
A' A'
1660
1200
**NOTES:
PROJECT :
CLIENT :
1200 GOVT. OF UTTAR PRADESH
1660 CONTRACTOR :
M/S GA INFRA BABA (JV)
TITLE :
DRAWING OF FIRE HYDRANT CHAMBER
PLAN DRAWN BY
CHECKED BY :
: JP
UD
DESIGN BY
PROJ CODE
: BS
DRG. NO. REV
SCALE : NTS
DATE : 07.05.2022
Page 104 of 165

110 120
ROAD LEVEL
SPINDLE
230 500 230
SLUICE VALVE
500
PIPE
PCC 1:4:8
100
CC 1:2:4
100 230 500 230 100
X SECTION AT A-A'
100
230
A A'
**NOTES:
500
PROJECT :
230
CLIENT :
CONTRACTOR :
100
TITLE :
PLAN DRAWING OF SLUICE VALVE CHAMBER
SCALE : NTS
DATE : 07.05.2022
Page 105 of 165

NOTES:-
GL PREPARED AT THE TIME OF CONSTRUCTION.
EARTH SPECIFICATION BRICK WORK IN FOUNDATION IN 1:6.
CUSION 4. SKIRTING IN SPECIFIED IN ALL ROOM VERANDAH &
600
8mm@ 300 c/c
100
SECTION A-A'
200 150mmØ PIPE
A A'
1000
600
200
8mm@ 300 c/c
PROJECT :
CLIENT :
600 CONTRACTOR :
1000
TITLE :
DRAWING FOR THRUST BLOCK FOR 45° HORIZONTAL
BEND 150mm Ø PIPE
PLAN DRAWN BY
CHECKED BY :
: JP
UD
DESIGN BY
PROJ CODE
: BS
DRG. NO. REV
SCALE : NTS
DATE : 07.05.2022
Page 106 of 165

230
230 230
X 1000
Y
1000
V-NOTCH
230
TOP PLAN
1150
**NOTES:
G.L. G.L. 1. ALL DIMENSIONS ARE IN MM.

1000
300
PROJECT :
CLIENT :
PCC 1:4:8 GOVT. OF UTTAR PRADESH
1500 CONTRACTOR :
TITLE :
X SECTION AT X-Y DRAWING OF BY PASS CHAMBER
SCALE : NTS
DATE : 07.05.2022
Page 107 of 165

NOTES:-
X Y EXAMINE, IN CASE MAKE AMENDMENTS IN STRUCTURAL
WING WALL OF CULVERT LAWN ETC. WHERE EVER REQUIRED.
RCC SLAB
TOP PLAN
WING WALL OF CULVERT
**NOTES:
PROPOSED PIPE (C.I. D/F)
BEND PIPE (C.I. D/F)
PROJECT :
RCC SLAB
CLIENT :
DISTANCE PIECE (C.I. D/F) STATE WATER AND SANITATION MISSION
CONTRACTOR :

DISTRIBUTION MAIN
TITLE :
DRAWING FOR CULVERT CROSSING
WALL OF CULVERT
SECTION X-Y CHECKED BY : UD PROJ CODE DRG. NO. REV
SCALE : NTS
DATE : 07.05.2022
Page 108 of 165

NOTES:-
ROAD LEVEL
MS CLAMP MS CLAMP
ENCASING PIPE (CI/DI)
WATER MAIN PVC

PIPE
230 230
900
900
350 350
BRICK WORK 1:4 BRICK WORK 1:4
300
300
460 460
300
300
690 690
200
200
900 900
200mm THK. PCC 1:4:8 200mm THK. PCC 1:4:8 **NOTES:
PROJECT :
CLIENT :
CONTRACTOR :
TITLE :
DRAWING FOR NALA CROSSING (2 To 3 MTR. SPAN)
SCALE : NTS
DATE : 07.05.2022
Page 109 of 165

SCHEDULE
OF RATES
Page 110 of 165

Revised SOR for Division :- Azamgarh
Sl. No. Item Description Unit Rate (in Rs)
1.00 Survey
All the works including Hydrological survey, topographical survey,

1.01 LS 1% of ECV
Design charges including preparation and approval of DPR
DC/RC Drilling including Hiring Transportaion , Erection ,

Dismantling with Loading and unloading of Rig and assosiated T&P
2.00
complete in all respect including required all material labour &
T&P etc.
DC/RC Drilling up to 100 Mtr.
2.01 400 MMØ Mtr. 2,195.78
2.02 450 MMØ Mtr. 2,458.39
2.03 500 MMØ Mtr. 2,721.00
2.04 600 MMØ Mtr. 2,808.00
DC/RC Drilling from 101 Mtr. To 200 Mtr.Deep
2.05 400 MMØ Mtr. 2,578.52
2.06 450 MMØ Mtr. 2,778.52
2.07 500 MMØ Mtr. 3,038.00
2.08 600 MMØ Mtr. 3,556.96
2.09 400 MMØ Mtr. 2,650.00
2.10 450 MMØ Mtr. 3,163.42
2.11 500 MMØ Mtr. 3,368.00
2.12 600 MMØ Mtr. 3,777.16
DC/RC Drilling from 301 Mtr. To 400 Mtr.Deep & above
Page 111 of 165

2.13 400 MMØ 2,860.00
2.14 450 MMØ Mtr. 3,708.29
2.15 500 MMØ Mtr. 3,912.87
2.16 600 MMØ Mtr. 4,322.04

2.17 200/165 MMØ (in over burden/Hard Rock) Mtr. 1,250.00
2.18 Development / Flushing of tubewell Hr. 2,900.00
3.01 100 MMØ Mtr. 1,200.00
3.02 150 MMØ Mtr. 2,000.00
3.03 200 MMØ Mtr. 2,550.00
3.04 300 MMØ Mtr. 3,990.00

MSERW Pipe slotted pipe as per IS 8110
3.05 100 MMØ Mtr. 1,570.00
3.06 150 MMØ Mtr. 3,080.00
3.07 200 MMØ Mtr. 3,833.80
3.08 300 MMØ Mtr. 5,707.45

MS Ring
3.09 100 mm ø MS. Ring made by 150 mm x 12 mm Flat No. 1,000.00
MS Bail plug As per IS 2800
3.13 100 mm ø M.S. Bail Plug No. 1,500.00
Reducer-
3.17 300 x 200 mm Reducer No. 6,550.00
3.18 200 x 150 mm Reducer No. 4,150.00
3.19 300 x 150 mm Reducer No. 5,500.00
3.20 200 x 100 mm Reducer No. 3,550.00
3.21 150 x 100 mm Reducer No. 2,850.00
MSSI Clamp- As per IS 2800
Page 112 of 165
3.22 100 mm ø MS S.I. Clamp No. 1,250.00
3.23 150 mm ø MS S.I. Clamp No. 1,500.00
3.24 200 mm ø MS S.I. Clamp No. 2,000.00
3.25 300 mm ø MS S.I. Clamp No. 4,050.00
TW Assy Support-
3.26 100 mm ø Tubewell Assembly Support No. 10,500.00
MS Well Cap-
3.30 100 mm ø MS Well Cap No. 1,000.00
3.31 150 mm ø MS Well Cap No. 1,250.00
3.32 200 mm ø MS Well Cap No. 1,350.00
3.33 300 mm ø MS Well Cap No. 1,550.00
Centre Guide-
3.34 Center guide for 150mm øTW Assembly No. 920.00
3.35 Center guide for 200mm ø TW Assembly No. 1,040.00
Lowering of above Tubewell assembly including Carting upto site
4.00 and welding of parts complete in all respect with all required
material T&P labour etc.

Lowring from 201 Mtr. To 300 Mtr. Deep
Lowring from 301 Mtr. To 400 Mtr. Deep & above

4.17 Logging of Borehole by Electric logging Job 18,000.00
Zone Testing for QPV Areas including all Materials , T&P and Labour
4.18 Job 50,000.00
etc for Completion of work.-
Page 113 of 165

Cement Sealing for QPV Areas including all Materials , T&P and
4.19 Mtr. 1,000.00
Labour etc for Completion of work.-
5.00 Supplying and unconsolidated packing of gravel with suitable size Cum 7,500.00
Charges for Development of Tube well including transportation,

6.00
6.01 150 PSI Compressor per hour Hr. 3,050.00
6.05 Charges for Development of TW by 0.5 Cusec OP Unit Hr. 840.00
6.06 Charges for Development of TW by 1 cusec OP Unit Hr. 1,125.00
SITC of Energy efficiant AC Submmercible Pumping plant with

submercible flat cable of suitable length , main Piping & Valves
with 08 nos Column Pipes , Distance piece for Rising Main and
Bypas side ,NRV cum Pump and Column Pipe Jointer, Power
7.00 wiring, Chemical earthing , Painting, wiring of pump house
(internal & External ) and Installation Job of Pumping Plant
complete in all respect with all required material, T&P labour
complete in all respect for following duties in Solar Powered
Applications-
7.01 7.5HP Nos. 2,28,500.00
7.02 10 HP Nos. 2,30,200.00
7.03 12.5 HP Nos. 2,38,800.00
7.04 15 HP Nos. 2,52,100.00
7.05 17.5 HP Nos. 2,76,504.56
7.06 20 HP Nos. 2,95,500.00
Page 114 of 165

7.07 25 HP Nos. 3,34,043.48
7.08 30 HP Nos. 3,66,163.04
SITC of Energy efficiant AC Submmercible Pumping plant including

Soft Starter with submercible flat cable of suitable length , main
Piping & Valves with 8 Nos Column Pipes , Distance piece for
Rising Main and Bypas side ,NRV cum Pump and Column Pipe
8.00
Jointer, Power wiring, Chemical earthing , Painting, wiring of pump
house (internal & External ) and Installation Job of Pumping Plant
complete in all respect with all required material, T&P labour etc
for following duties in Grid Powered Applications-
8.01
7.5HP (80 mm Dia size Main piping And valves) Nos. 2,80,038.00
8.02
10 HP (100 mm Dia size Main piping And valves) Nos. 3,19,795.00
8.03
12.5 HP (100 mm Dia size Main piping And valves) Nos. 3,34,745.00
8.04
8.05
8.06
8.07
8.08
9.00 Pressure Transmitter Nos. 45,000.00
Electrically operated D.I. Sluice Valve Metal seated PN 1.0 dia 80

10.00 Nos. 1,38,000.00
mm
10.01 Nos. 1,43,750.00
mm
Page 115 of 165
Electrically operated DI Sluice Valve metal seated PN 1.0 dia 150
10.02 Nos. 1,50,000.00
mm
10.03 Electrically operated DI Sluice Valve Metal SeatedPN 1.0 dia 200 mm Nos. 1,72,500.00
Providing and installation hydrostatic level sensor at all tubewell

11.00 pumping system including all accessories etc. complete in all respect Nos. 1,26,000.00
as per instructions of Engineer ‐in –charge.
SITC of Oil Cooled Servo Voltage Stabilizer (150-460 V Range with

Protection Devices for High Low voltage Cut off , overload
12.00
Protection included Oil filling , Earthing and Power Wiring etc Job
complete in all respect with all required material, T&P labour .
12.01 7.5 KVA Nos. 44,722.22
12.02 10 KVA Nos. 1,27,777.78
12.03 15 KVA Nos. 1,66,111.11
12.04 20 KVA Nos. 1,91,666.67
12.05 25 KVA Nos. 2,04,444.44
12.06 30 KVA Nos. 2,30,000.00
12.07 40 KVA Nos. 2,81,111.11
12.08 50 KVA Nos. 3,19,444.44
12.09 60 KVA Nos. 3,45,000.00
Electronic type chlorinating dosing system(1W+1S) with 6 LPH

13.00 capacity 4kg/cm2 working pressure with 200 Litres tank and valves JOB 64,000.00
pipes with all required acessories
Page 116 of 165

Fluoride Removal Plant: Supplying installation testing
commissioning of Fluoride removal plant for required capacity
including transportation and labour charges as complete. (vendor
14.00 LS 80,62,500.00
have to select the technology based on capacity (Electrolytic‐de
Iron Removal Plant: Supplying installation testing commissioning of

Iron removal plant which includes
15.00 vessel media piping valves etc. for required capacity including LS 60,62,500.00
transportation and labour charges as complete.
Arsenic Removal Plant: Supplying installation testing commissioning

of Arsenic removal plant which
16.00 include vessel media piping valves etc. for required capacity LS 90,00,000.00
including transportation and labour charges as complete.
17.00 Internal electrificaton of water works campus. LS 25,000.00
SITC of Solar power plant (for complete plant ) including solar panals
, VFD , Structure,earthing of all electrical items , Balance of system
with auxillary load arrangements for Field monitoring devices ,
18.00 KW 86,800.00
Cleaning arrangements for solar panals , Interlocking Pavement
below solar panals and Installation and commisioning with civil
works etc. complete in all respect with required material T&P labour
Construction of 1.3 m high and 115mm thick boundary wall with

230 mmx230 mm thick pillar made in Brick masonry in 1 cement
and 4 sand mortar the spacing between two pillar should not be
more than 3.0 m c/c and the depth of foundation should not be
less than 0.60m at the site of water works as per departmental type
19.00 Rmt 7,360.00
design and drawing and as per specifications given in the bid
document including supply of all materials labour T&P etc.for
proper
completion of work as per instructions of Engineer ‐in ‐ charge.
(Drawing No.D‐1)
Page 117 of 165

Supply and fixing of 3.6 m x 1.20 m MS gate including fabrication
and supply of steel and construction of bounary wall pillars of size
1.35mx0.23mx0.23m with ornamental brick work 115mm th.
around RCC as per departmental type design and drawing (Drawing
20.00 No. 52,000.00
No. D‐1) and as per specifications laid
down in the bid document including supply of all material
labourT&P etc.required for proper completion of work as per
instructions of Engineer‐in‐charge.
Supply and fixing of 1.2m wide MS wicket gate including

fabrication and supply of steel and construction of boundary wall
pillars etc. as per specifications laid down in the bid document
21.00 No. 19,000.00
including supply of all material labourT&P etc.required for proper
completion of work as per instructions
of Engineer‐in‐ charge.
Construction of Interlocking pavement for approach to water

works as per departmental type design and drawing and as per
22.00 specifications laid down in the bid document including supply of all Sqm. 1,070.50
materials labour T&P etc.required for proper completion of work as
Construction of granular sub base by providing coarse grade

23.00 materials spreading in uniform layers Cum 2,800.00
Construction of WBM by providing grade materials spreading in

24.00 uniform layers including watering and Cum 3,029.00
Earth filling work for proper leveling of water work site in

accordance with the contour map and Grid map
of existing site enclosed (Drawing no.D‐1) including leveling dressing
excavation and filling of earth where necessary and also
25.00 cum 534.99
including all labour materials T&P etc.required for proper
completion of works and also including carriage
of earth from within a distance of about 8 km. from the site of
works as per instructions of Engineer ‐in ‐ charge.
Provision for inside square drain including supply of all materials

26.00 Rmt 1,950.00
labour and T & P etc. complete.
Page 118 of 165

Provide all materials labour T&P etc. complete and construct
Pump house size (3.6x3.0x3.0)m Chlorinating room size
(2.5x1.8x3.0)m as per departmental type design and drawing
27.00 Job 6,19,000.00
(drawing no‐D‐2) and as per the specifications for civil work given in
the bid document including supply of all material labour
and T&P etc complete as per instructions of Engineer ‐in ‐ charge.

28.00 (drawing no‐D‐2) and as per the specifications for civil work Job 4,91,000.00
given in the bid document including supply of all material labour
and T&P etc complete as per instructions
of Engineer ‐in ‐ charge.
Provide all materials labour T&P etc. complete and constructed

Bye‐pass chamber for pump house ( 1000 (L) x 1000 (W) x 1150 (H)
mm ) drawing (drawing no.D‐3) and as per the
29.00 No. 19,550.00
specifications for civil work given in the bid document including
supply of all material labour and T&P etc
complete as per instructions of Engineer ‐in ‐charge.
Page 119 of 165

Supply of all materials labour T&P etc. for complete construction
of R.C.C. Over Head Tank of following capacity and staging above ground level with main
components including cost of soil testing and assuming bearing capacity of soil as 8 MT
with supply of design and drawings.All the water retaining components of OHT shall be
casted in M‐30 concrete and minimum grade of concrete of foundation and staging should
be M‐25 with approved cement coarse sand and stone grit as per I.S. 11682 and
I.S.456Seismic effects and wind load should be taken into consideration as per I.S. 1893 for
earthquake resistance and I.S. 875 part‐III for wind load on structure and including 1M
wide RCC staircase 1 m wide R.C.C. M30 balcony M.S. ladder made of 50x50x6 mm angle
section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes One
aluminum ladder inside the tank from top dome to bottom dome R.C.C. railing with 20mm
dia medium class G.I.pipe (in 3 rows) on both sides of stair case supported on 50x50x6mm
M.S. angle section spaced at intervals not more than 1.5m Proper ventilator at top dome
30.00 in circular shape of 1.2 m dia Water level indicator fabricated with sensor connecting to
automation Lightening conductor as per I.S.S.2309 or its latest amendments of latest
electricity rules consisting of proper elevation rod with 5 or more fork points as prescribed
in ISS 2309‐1969 and ISS 3013‐1966 C.I. manhole of min 60x60cm size with locking
arrangement Supply fixing jointing of D.I.D/F Pipes of appropriate size with D.I.D/F specials
conforming to IS 8329/2000 as vertical pipes for inlet outlet overflow and washout as per
latest / relevant I.S. specifications with all jointing materials for proper completion of work
Construction of bed blocks in 1:2:4 PCC with cement coarse sand and approved stone grit
Construction of washout / overflow chamber and chambers for sluice / butter fly valves as
per departmental type design and drawing Supply of 200 mm dia PVC pipe as per I.S.‐
4985/2000 for disposal of water from overflow and washout chamber to suitable point
outside the water works compound Painting of all concrete surface and steel pipe works
with three coats
30.01 50 Kl 10 M Staging Job 17,51,500.00
30.02 50 Kl 12 M Staging Job 18,61,700.00
30.03 75 Kl 10 M Staging Job 22,57,500.00
30.04 75 Kl 12 M Staging Job 23,54,625.00
30.05 100 Kl 12 M Staging Job 30,29,400.00
30.06 100 Kl 16 M Staging Job 32,16,700.00
30.07 150 Kl 12 M Staging Job 33,92,900.00
30.08 150 Kl 16 M Staging Job 36,13,200.00
30.09 175 Kl 12 M Staging Job 36,24,300.00
30.10 175 Kl 16 M Staging Job 38,99,700.00
30.11 200 Kl 12 M Staging Job 39,43,700.00

Page 120 of 165
30.12 200 Kl 16 M Staging Job 41,97,100.00
30.13 200 Kl 18 M Staging Job 42,63,200.00
30.14 225 Kl 12 M Staging Job 43,78,500.00
30.15 250 Kl 12 M Staging Job 47,03,800.00
30.16 300 Kl 12 M Staging Job 51,21,375.00
30.17 300 Kl 16 M Staging Job 56,84,300.00
30.18 350 Kl 14 M Staging Job 63,98,437.50
30.19 400 Kl 14 M Staging Job 69,73,100.00
30.20 400 Kl 16 M Staging Job 72,15,500.00

30.21 500 Kl 14 M Staging Job 75,90,000.00
Excavation of earth in ordinary soil (loam clay or sand) for pipe

line and rising main trenches including lift upto 1.50 m and lead
upto 50 m and refilling watering ramming of the excavated earth
31.00
into the trench and also disposal of surplus earth upto 50m from
the center of the trenches including supply of all material labour
T&P etc complete as per instructions of Engineer ‐in ‐charge.
31.01 ordinary soil Cum. 234.85
31.04 Hard rock Cum. 1,319.18
Page 121 of 165

Supply of following sizes (D.I.) pipes for rising main/distribution
system conforming to latest/relevant I.S. 8329/2000 Specifications
with all jointing materials such as specials conforming to latest
/relevant I.S. specifications suitable for D.I pipes as per IS‐1239
/2000 and IS 8329/2000 or their latest amendment including F.O.R.
destination and all taxes and insurance etc. with loading unloading
32.00
and Carting up to site of work also including specials for these pipes
and lowering them into the trenches and laying true to alignment
and gradient and jointing etc. complete (including testing of pipe
lines and cutting of pipes for making up the length but excluding the
cost of trenches).all complete as per instructions of Engineer ‐in ‐
charge.
32.01 300 mm dia K-9 Rmt 3,940.00
32.02 250 mm dia K-9 Rmt 3,103.50
32.03 200 mm dia K-9 Rmt 2,332.32
32.04 150 mm dia K-9 Rmt 1,728.48
32.05 125 mm dia K-9 Rmt 1,424.45
32.06 100 mm dia K-9 Rmt 1,191.41
32.07 80 mm dia K-9 Rmt 910.40
32.08 300 mm dia K-7 Rmt 3,184.41
32.09 250 mm dia K-7 Rmt 2,590.53
32.10 200 mm dia K-7 Rmt 1,868.21
32.11 150 mm dia K-7 Rmt 1,512.51
32.12 125 mm dia K-7 Rmt 1,313.89
32.13 100 mm dia K-7 Rmt 1,017.12
32.14 80 mm dia K-7 Rmt 915.56
Page 122 of 165

Supply of following sizes pipes for distribution system conforming
to latest/ relevant I.S. 4984/1995 Specifications with all jointing
/relevant I.S. specifications including F.O.R. destination and all taxes
and insurance etc. with loading unloading and Carting up to site of
33.00
work also including specials for these pipes and lowering them
into the trenches and laying true to alignment and gradient and
jointing etc. complete (including testing of pipe lines and cutting of
pipes for making up the length but excluding the cost of trenches)
all complete as per instructions of Engineer ‐in ‐ charge.
33.01 90 mm dia HDPE Pipe PN‐6: Class PE‐100 Rmt 254.00
33.09 200 mm dia HDPE Pipe PN‐6: Class PE‐100 Rmt 1,139.00
Supply and carting up to site of work of the following dia DI

butterfly /sluice valves class I working pressure 10 Kg/cm2
confirming to IS: 780/1969 or its latest amendments
including valve fittings & Dismantling Joints as per requirement
34.00 F.O.R. destination and lowering them into the already prepared
trenches fixing in position and jointing them with pipelines and
testing etc. complete and also including supply of jointing materials
etc. complete .including all taxes and insurance as per instructions
34.01 Sluice valve ‐ 300 mm dia Nos. 64,042.00
Page 123 of 165

34.08 Scour valve ‐ 80 mm dia Nos. 11,700.00
35.01 PRV 80 mm dia Nos. 54,219.00
35.02 PRV 100 mm dia Nos. 80,025.00
35.03 PRV 150 mm dia Nos. 1,24,575.00
Page 124 of 165

Supply and installation testing etc. of single/double ball type air
valve conforming to latest/relevent I.S.
specifications including all taxes and insurance carting up to site of
36.00 work and lowering them into the trenches fixing in position and
jointing them with pipelines and testing etc. complete (including
supply of jointing materials and Valve fittings etc complete) as per
instructions of Engineer.
36.01 20 mm Nos. 10,229.21
36.02 50 mm Nos. 23,170.33
36.03 80 mm Nos. 23,170.33
36.04 150 mm Nos. 41,024.88
Supply of under ground sluice value type fire hydrant consisting

of 80 mm dia sluice valve 80mm dia tail pieces 80mm dia duck foot
bend and 80 mm dia standard makes iron coupling with cap and etc.
complete conforming to latest/relevent I.S.specifications including
37.00 all taxes and insurance up to site of work and lowering them into Nos. 24,500.00
the trenches fixing in position and jointing them with pipelines and
testing etc. complete (including supply of jointing materials and
Valve fittings etc. complete as per instructions of Engineer ‐in ‐
charge.
Construction of following type chambers as per department type

design and drawing including Heavy duty M.S. Manhole Cover and
38.00
all materials labour T&P etc complete for proper completion of
work as per instructions of Engineer ‐in ‐charge.

dia upto 200 mm ‐ 1000 (L) x 1200 (W) x 1300 (H) mm No. 25,100.00
38.02 Sluice valve chamber (surface box Type) No. 5,300.00
38.03 Fire Hydrant chamber (750 (L) X 450 (W) X 1000 (H) mm) No. 20,500.00
350 (L) x 350 (W) x 500 (H) mm No. 10,400.00
Page 125 of 165

38.06 PRV Valve Chamber ‐ 1000 (L) x 1200 (W) x 1300 (H) mm No. 27,610.00
Design and construct Thrust Block made in R.C.C. with cement

coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3
for pipe line including supply of MS reinforcement
wrought to required shape as necessary its bending fixing & binding
39.00 the same with 0.50 mm thick binding wire in position & necessary
centering & shuttering including curing and supply of all materials
labour T & P etc. required for proper completion of the work and as
per specifications for RCC work as per instructions
Design and construct Thrust Block made in Reinforced Cement

concrete (1:1.5:3) with graded stone chips (20 mm nominal size)
39.01 Cum. 13,700.00
excluding shuttering and reinforcement as per technical
requirements.
Providing reinforcement of Thrust block for reinforced concrete

work including distribution bars stirrups
binders etc. initial straightening and removal of loose rust (if
39.02 KG 109.81
necessary) cutting to requisite length hooking and bending to
correct shape placing in proper position and binding with wire at
every inter‐section complete as per drawing and direction.
Provide all materials labour T&P etc. and construct single room
staff quarter / office room at water works site identified by the
Engineer‐in‐charge as per department type design and drawing and
40.00 specifications of civil works laid down in the bid document including No 9,50,000.00
all material labour T&P etc complete for proper
completion of work as per instructions of Engineer ‐in ‐charge.
(Drawing No.D‐7)
41.00 Water recharge Mechanism within the water works campus Job 1,21,850.00
3Mtr. Long Column Pipe as per IS 1239 with Necessary packings
42.00
and nut & Bolts etc.
42.01 80 mm Dia size - MS pipe nos 4,500.00
Page 126 of 165

Installation of suitable capacity simple T.W. automation system to
control operation of the pumping plant with respect to high/low
water level in OHT and regulate Pressure with RTU panel , 7" HMI
screen ,UPS with battery and stand for minimum 2 Hour backup ,
43.00 Protection device for phase Reversal for Grid powered Applications , Job 3,75,000.00
surge device including enrgy meter inside the pump house with
arrangement for communication of data with GSM and GPRS
system to show required parameters including all accessories etc.
complete in all respect as per instructions of Engineer ‐in –charge.
Dismantling and Reinstatement of the following type of road

surface with old and
44.00 new materials including supply of all materials labour T&P etc.
required for proper completion of the work as per instructions of
44.01 B.O.E. surface (50% of existing bricks to be reused) sqm 450.00
44.02 Bituminous surface sqm 2,100.00
44.03 Interlocking Road sqm 1,266.00
44.04 C.C. Road sqm 1,945.60
Provision for following types of Culvert crossing

45.00 along the alignment of pipe line complete as per instructions of
45.01 Nala/Culvert Crossing ( width ‐3.5 m) upto Dia 300 mm Nos 21,500.00
46.00 Trenchless crossings
Page 127 of 165

Survey site Investigation Planning design Drawings as per State
Road manual and vetting / checked from
State Road Divisional Office and taking NOC for trenchless crossing
of National highway road and Railway track(crossing length 15m to
25m ) Road for of required dia Rising main pipe with casing pipe as
required for proper completion of work required size of MS casing
pipe as per drawing and as per (IS:3589 & made from confining to
IS:2062) with 750 Micron PU coating internally and 250 micron anti
corrosive bituminous paint externally by trenchless technology
method at an average depth 3.60 mtr from normal ground level up
to top of casing pipe including excavation & filling of Pit Dewatering
arrangement Supporting system for soil also including supply and
fixing of 2 no Sluice valve ISI Mark construction of sluice valve
chamber etc. all complete work including supply & fixing specials in
carrier pipe over main pipe as per specification given in the bid
documents including supply of all materials labour T&P etc. for
proper completion of work as per instruction of Engineer.
46.01 Railway Line crossing (Upto Dia 350 mm) m 60,000.00
46.02 National Highway road crossing (Upto Dia 350 mm) m 40,000.00
46.03 State Highway road crossing (Upto Dia 350 mm) m 27,000.00
Road Crossing - Excavation in foundation of trench of proper size in

soil mixed with moorum, Shingle, Kankar, soft rock, hard rock,
including refilling, dressing and ramming earth or sand or bajri,
ballast, including providing, supply, carting, lowering, laying and
jointing of casing pipe of RCC NP-3 with appropriate size, with
47.00 rubber ring joint, sand filling in gap inside RCC pipe, insertion of
distribution pipe into the encasing pipe including supply of T&P,
including concrete of 150 mm thick in with 40mm gauge brick
ballast local sand and cement in proportion of 8:4:1, provision for
barricading, labour for traffic diversion etc. Complete for proper
completion of work as per instruction of Engineer.
47.01 50 mm dia. Pipe Rmt 1,610.00
47.02 100 mm dia. Pipe Rmt 1,955.00
47.03 150 mm dia. Pipe Rmt 2,300.00
Page 128 of 165

47.04 200 mm dia. Pipe Rmt 2,760.00
47.05 250 mm dia. Pipe Rmt 4,000.00
47.06 300 mm dia. Pipe Rmt 4,500.00
47.07 350 mm dia. Pipe Rmt 5,000.00
47.08 400 mm dia. Pipe Rmt 5,405.00
47.09 450 mm dia. Pipe Rmt 6,000.00
47.10 500 mm dia. Pipe Rmt 6,500.00
47.11 600 mm dia. Pipe Rmt 7,600.00
Making house connection should be done atleast 2 m inside the

boundary wall with provision of tap from
distribution line to outer wall of house with supply of 1 m above GL
G.I. pipe ( 15 mm ) ( above ground ) & average 5 mtr. MDPE Pipe (
48.00 Nos. 3,700.00
20 mm) ( below ground) including specials saddle Tapetc. of suitable
size T&P etc. including excavation laying and jointing for proper
completion of work as per instructions of Engineer as per Dwg 12 (
49.00 Construction of single tap pillar type stand post as per type design Nos. 10,000.00
Operation and Maintenance for 10 years of water supply schemes

2% of capex Cost
after completion including staff required
50.00 % for first year of
for operation and maintenance chemicals all materails specials T &
O&M
P for operation and maintenance excluding electricity charges.
51.00 CE/UL Certified Electromagnetic flow meters

51.01 80mm Nos. 1,00,000.00
51.02 100mm Nos. 1,25,000.00
51.03 150mm Nos. 1,50,000.00
51.04 200mm Nos. 1,90,000.00
51.05 250mm Nos. 2,25,000.00

51.06 300mm Nos. 2,60,000.00
51.07 350mm Nos. 3,30,000.00
51.08 400mm Nos. 4,20,000.00
Page 129 of 165

51.09 450mm Nos. 5,00,000.00
51.10 500mm Nos. 5,50,000.00
52.00 Radar type Level transmitter Nos. 1,20,000.00
complete cabling for tubewell inlcuding all power and controlcables

53.00 Nos. 60,000.00
of all equipments at pumphouse and OHT
Master control system with PLC and Unlimited SCADA software ,

Large Video screen ,12" HMI High Resolution , Redundent CPU Kit
with memory Card ,Ethernet Module for communication ,GPRS
Gateway for Data collect, Redundent power supply for PLC System ,
54.00 3 KVA UPS , GSM/GPRS modem necessray firewall and protection Nos. 26,74,000.00
devices, ethernet switch ,CCTV system with network video
recorder,Surge Protection devices , Laptop for Engineering work
station and Operating work station including 2 ton AC for control
room and Necessary furniture for MCS Room etc.
Page 130 of 165

Revised SOR for Division :- Azamgarh
Sl. No. Item Description Unit Rate (in Rs)
1.00 Survey
All the works including Hydrological survey, topographical survey,

1.01 LS 1% of ECV
Design charges including preparation and approval of DPR
DC/RC Drilling including Hiring Transportaion , Erection ,

Dismantling with Loading and unloading of Rig and assosiated T&P
2.00
complete in all respect including required all material labour &
T&P etc.
DC/RC Drilling up to 100 Mtr.
2.01 400 MMØ Mtr. 2,195.78
2.02 450 MMØ Mtr. 2,458.39
2.03 500 MMØ Mtr. 2,721.00
2.04 600 MMØ Mtr. 2,808.00
2.05 400 MMØ Mtr. 2,578.52
2.06 450 MMØ Mtr. 2,778.52
2.07 500 MMØ Mtr. 3,038.00
2.08 600 MMØ Mtr. 3,556.96
2.09 400 MMØ Mtr. 2,650.00
2.10 450 MMØ Mtr. 3,163.42
2.11 500 MMØ Mtr. 3,368.00
2.12 600 MMØ Mtr. 3,777.16
DC/RC Drilling from 301 Mtr. To 400 Mtr.Deep & above
Page 131 of 165

2.13 400 MMØ 2,860.00
2.14 450 MMØ Mtr. 3,708.29
2.15 500 MMØ Mtr. 3,912.87
2.16 600 MMØ Mtr. 4,322.04

2.17 200/165 MMØ (in over burden/Hard Rock) Mtr. 1,250.00
2.18 Development / Flushing of tubewell Hr. 2,900.00
3.01 100 MMØ Mtr. 1,200.00
3.02 150 MMØ Mtr. 2,000.00
3.03 200 MMØ Mtr. 2,550.00
3.04 300 MMØ Mtr. 3,990.00

MSERW Pipe slotted pipe as per IS 8110
3.05 100 MMØ Mtr. 1,570.00
3.06 150 MMØ Mtr. 3,080.00
3.07 200 MMØ Mtr. 3,833.80
3.08 300 MMØ Mtr. 5,707.45

MS Ring
MS Bail plug As per IS 2800
Reducer-
3.17 300 x 200 mm Reducer No. 6,550.00
3.18 200 x 150 mm Reducer No. 4,150.00
3.19 300 x 150 mm Reducer No. 5,500.00
3.20 200 x 100 mm Reducer No. 3,550.00
3.21 150 x 100 mm Reducer No. 2,850.00
MSSI Clamp- As per IS 2800
Page 132 of 165
3.22 100 mm ø MS S.I. Clamp No. 1,250.00
3.23 150 mm ø MS S.I. Clamp No. 1,500.00
3.24 200 mm ø MS S.I. Clamp No. 2,000.00
3.25 300 mm ø MS S.I. Clamp No. 4,050.00
TW Assy Support-
MS Well Cap-
3.30 100 mm ø MS Well Cap No. 1,000.00
3.31 150 mm ø MS Well Cap No. 1,250.00
3.32 200 mm ø MS Well Cap No. 1,350.00
3.33 300 mm ø MS Well Cap No. 1,550.00
Centre Guide-
3.34 Center guide for 150mm øTW Assembly No. 920.00
3.35 Center guide for 200mm ø TW Assembly No. 1,040.00
Lowering of above Tubewell assembly including Carting upto site
4.00 and welding of parts complete in all respect with all required
material T&P labour etc.

Lowring from 201 Mtr. To 300 Mtr. Deep
Lowring from 301 Mtr. To 400 Mtr. Deep & above

4.17 Logging of Borehole by Electric logging Job 18,000.00
Zone Testing for QPV Areas including all Materials , T&P and Labour
4.18 Job 50,000.00
etc for Completion of work.-
Page 133 of 165

Cement Sealing for QPV Areas including all Materials , T&P and
4.19 Mtr. 1,000.00
Labour etc for Completion of work.-
5.00 Supplying and unconsolidated packing of gravel with suitable size Cum 7,500.00
Charges for Development of Tube well including transportation,

6.00
6.05 Charges for Development of TW by 0.5 Cusec OP Unit Hr. 840.00
SITC of Energy efficiant AC Submmercible Pumping plant with

submercible flat cable of suitable length , main Piping & Valves
with 08 nos Column Pipes , Distance piece for Rising Main and
Bypas side ,NRV cum Pump and Column Pipe Jointer, Power
7.00 wiring, Chemical earthing , Painting, wiring of pump house
(internal & External ) and Installation Job of Pumping Plant
complete in all respect with all required material, T&P labour
complete in all respect for following duties in Solar Powered
Applications-
7.01 7.5HP Nos. 2,28,500.00
7.02 10 HP Nos. 2,30,200.00
7.03 12.5 HP Nos. 2,38,800.00
7.04 15 HP Nos. 2,52,100.00
7.05 17.5 HP Nos. 2,76,504.56
7.06 20 HP Nos. 2,95,500.00
Page 134 of 165

7.07 25 HP Nos. 3,34,043.48
7.08 30 HP Nos. 3,66,163.04
SITC of Energy efficiant AC Submmercible Pumping plant including

Soft Starter with submercible flat cable of suitable length , main
Piping & Valves with 8 Nos Column Pipes , Distance piece for
Rising Main and Bypas side ,NRV cum Pump and Column Pipe
8.00
Jointer, Power wiring, Chemical earthing , Painting, wiring of pump
house (internal & External ) and Installation Job of Pumping Plant
complete in all respect with all required material, T&P labour etc
for following duties in Grid Powered Applications-
8.01
7.5HP (80 mm Dia size Main piping And valves) Nos. 2,80,038.00
8.02
8.03
8.04
8.05
8.06
8.07
8.08
9.00 Pressure Transmitter Nos. 45,000.00

10.00 Nos. 1,38,000.00
mm
10.01 Nos. 1,43,750.00
mm
Page 135 of 165
Electrically operated DI Sluice Valve metal seated PN 1.0 dia 150
10.02 Nos. 1,50,000.00
mm
10.03 Electrically operated DI Sluice Valve Metal SeatedPN 1.0 dia 200 mm Nos. 1,72,500.00
Providing and installation hydrostatic level sensor at all tubewell

11.00 pumping system including all accessories etc. complete in all respect Nos. 1,26,000.00
as per instructions of Engineer ‐in –charge.
SITC of Oil Cooled Servo Voltage Stabilizer (150-460 V Range with

Protection Devices for High Low voltage Cut off , overload
12.00
Protection included Oil filling , Earthing and Power Wiring etc Job
complete in all respect with all required material, T&P labour .
12.01 7.5 KVA Nos. 44,722.22
12.02 10 KVA Nos. 1,27,777.78
12.03 15 KVA Nos. 1,66,111.11
12.04 20 KVA Nos. 1,91,666.67
12.05 25 KVA Nos. 2,04,444.44
12.06 30 KVA Nos. 2,30,000.00
12.07 40 KVA Nos. 2,81,111.11
12.08 50 KVA Nos. 3,19,444.44
12.09 60 KVA Nos. 3,45,000.00
Electronic type chlorinating dosing system(1W+1S) with 6 LPH

13.00 capacity 4kg/cm2 working pressure with 200 Litres tank and valves JOB 64,000.00
pipes with all required acessories
Page 136 of 165

Fluoride Removal Plant: Supplying installation testing
commissioning of Fluoride removal plant for required capacity
including transportation and labour charges as complete. (vendor
14.00 LS 80,62,500.00
have to select the technology based on capacity (Electrolytic‐de
Iron Removal Plant: Supplying installation testing commissioning of

Iron removal plant which includes
15.00 vessel media piping valves etc. for required capacity including LS 60,62,500.00
transportation and labour charges as complete.
Arsenic Removal Plant: Supplying installation testing commissioning

of Arsenic removal plant which
16.00 include vessel media piping valves etc. for required capacity LS 90,00,000.00
including transportation and labour charges as complete.
17.00 Internal electrificaton of water works campus. LS 25,000.00
SITC of Solar power plant (for complete plant ) including solar panals
, VFD , Structure,earthing of all electrical items , Balance of system
with auxillary load arrangements for Field monitoring devices ,
18.00 KW 86,800.00
Cleaning arrangements for solar panals , Interlocking Pavement
below solar panals and Installation and commisioning with civil
works etc. complete in all respect with required material T&P labour
Construction of 1.3 m high and 115mm thick boundary wall with

230 mmx230 mm thick pillar made in Brick masonry in 1 cement
and 4 sand mortar the spacing between two pillar should not be
more than 3.0 m c/c and the depth of foundation should not be
less than 0.60m at the site of water works as per departmental type
19.00 Rmt 7,360.00
design and drawing and as per specifications given in the bid
document including supply of all materials labour T&P etc.for
proper
completion of work as per instructions of Engineer ‐in ‐ charge.
(Drawing No.D‐1)
Page 137 of 165

Supply and fixing of 3.6 m x 1.20 m MS gate including fabrication
and supply of steel and construction of bounary wall pillars of size
1.35mx0.23mx0.23m with ornamental brick work 115mm th.
around RCC as per departmental type design and drawing (Drawing
20.00 No. 52,000.00
No. D‐1) and as per specifications laid
down in the bid document including supply of all material
labourT&P etc.required for proper completion of work as per
instructions of Engineer‐in‐charge.
Supply and fixing of 1.2m wide MS wicket gate including

fabrication and supply of steel and construction of boundary wall
pillars etc. as per specifications laid down in the bid document
21.00 No. 19,000.00
including supply of all material labourT&P etc.required for proper
completion of work as per instructions
of Engineer‐in‐ charge.
Construction of Interlocking pavement for approach to water

works as per departmental type design and drawing and as per
22.00 specifications laid down in the bid document including supply of all Sqm. 1,070.50
materials labour T&P etc.required for proper completion of work as
Construction of granular sub base by providing coarse grade

23.00 materials spreading in uniform layers Cum 2,800.00
Construction of WBM by providing grade materials spreading in

24.00 uniform layers including watering and Cum 3,029.00
Earth filling work for proper leveling of water work site in

accordance with the contour map and Grid map
of existing site enclosed (Drawing no.D‐1) including leveling dressing
excavation and filling of earth where necessary and also
25.00 cum 534.99
including all labour materials T&P etc.required for proper
completion of works and also including carriage
of earth from within a distance of about 8 km. from the site of
works as per instructions of Engineer ‐in ‐ charge.
Provision for inside square drain including supply of all materials

26.00 Rmt 1,950.00
labour and T & P etc. complete.
Page 138 of 165

27.00 Job 6,19,000.00
(drawing no‐D‐2) and as per the specifications for civil work given in
the bid document including supply of all material labour
and T&P etc complete as per instructions of Engineer ‐in ‐ charge.

28.00 (drawing no‐D‐2) and as per the specifications for civil work Job 4,91,000.00
given in the bid document including supply of all material labour
and T&P etc complete as per instructions
of Engineer ‐in ‐ charge.
Provide all materials labour T&P etc. complete and constructed

Bye‐pass chamber for pump house ( 1000 (L) x 1000 (W) x 1150 (H)
mm ) drawing (drawing no.D‐3) and as per the
29.00 No. 19,550.00
specifications for civil work given in the bid document including
supply of all material labour and T&P etc
complete as per instructions of Engineer ‐in ‐charge.
Page 139 of 165

Supply of all materials labour T&P etc. for complete construction
of R.C.C. Over Head Tank of following capacity and staging above ground level with main
components including cost of soil testing and assuming bearing capacity of soil as 8 MT
with supply of design and drawings.All the water retaining components of OHT shall be
casted in M‐30 concrete and minimum grade of concrete of foundation and staging should
be M‐25 with approved cement coarse sand and stone grit as per I.S. 11682 and
I.S.456Seismic effects and wind load should be taken into consideration as per I.S. 1893 for
earthquake resistance and I.S. 875 part‐III for wind load on structure and including 1M
wide RCC staircase 1 m wide R.C.C. M30 balcony M.S. ladder made of 50x50x6 mm angle
section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes One
aluminum ladder inside the tank from top dome to bottom dome R.C.C. railing with 20mm
dia medium class G.I.pipe (in 3 rows) on both sides of stair case supported on 50x50x6mm
M.S. angle section spaced at intervals not more than 1.5m Proper ventilator at top dome
30.00 in circular shape of 1.2 m dia Water level indicator fabricated with sensor connecting to
automation Lightening conductor as per I.S.S.2309 or its latest amendments of latest
electricity rules consisting of proper elevation rod with 5 or more fork points as prescribed
in ISS 2309‐1969 and ISS 3013‐1966 C.I. manhole of min 60x60cm size with locking
arrangement Supply fixing jointing of D.I.D/F Pipes of appropriate size with D.I.D/F specials
conforming to IS 8329/2000 as vertical pipes for inlet outlet overflow and washout as per
latest / relevant I.S. specifications with all jointing materials for proper completion of work
Construction of bed blocks in 1:2:4 PCC with cement coarse sand and approved stone grit
Construction of washout / overflow chamber and chambers for sluice / butter fly valves as
per departmental type design and drawing Supply of 200 mm dia PVC pipe as per I.S.‐
4985/2000 for disposal of water from overflow and washout chamber to suitable point
outside the water works compound Painting of all concrete surface and steel pipe works
with three coats
30.01 50 Kl 10 M Staging Job 17,51,500.00
30.02 50 Kl 12 M Staging Job 18,61,700.00
30.03 75 Kl 10 M Staging Job 22,57,500.00
30.04 75 Kl 12 M Staging Job 23,54,625.00
30.05 100 Kl 12 M Staging Job 30,29,400.00
30.06 100 Kl 16 M Staging Job 32,16,700.00
30.07 150 Kl 12 M Staging Job 33,92,900.00
30.08 150 Kl 16 M Staging Job 36,13,200.00
30.09 175 Kl 12 M Staging Job 36,24,300.00
30.10 175 Kl 16 M Staging Job 38,99,700.00
30.11 200 Kl 12 M Staging Job 39,43,700.00

Page 140 of 165
30.12 200 Kl 16 M Staging Job 41,97,100.00
30.13 200 Kl 18 M Staging Job 42,63,200.00
30.14 225 Kl 12 M Staging Job 43,78,500.00
30.15 250 Kl 12 M Staging Job 47,03,800.00
30.16 300 Kl 12 M Staging Job 51,21,375.00
30.17 300 Kl 16 M Staging Job 56,84,300.00
30.18 350 Kl 14 M Staging Job 63,98,437.50
30.19 400 Kl 14 M Staging Job 69,73,100.00
30.20 400 Kl 16 M Staging Job 72,15,500.00

30.21 500 Kl 14 M Staging Job 75,90,000.00
Excavation of earth in ordinary soil (loam clay or sand) for pipe

line and rising main trenches including lift upto 1.50 m and lead
upto 50 m and refilling watering ramming of the excavated earth
31.00
into the trench and also disposal of surplus earth upto 50m from
the center of the trenches including supply of all material labour
T&P etc complete as per instructions of Engineer ‐in ‐charge.
31.01 ordinary soil Cum. 234.85
31.04 Hard rock Cum. 1,319.18
Page 141 of 165

Supply of following sizes (D.I.) pipes for rising main/distribution
system conforming to latest/relevant I.S. 8329/2000 Specifications
with all jointing materials such as specials conforming to latest
/relevant I.S. specifications suitable for D.I pipes as per IS‐1239
/2000 and IS 8329/2000 or their latest amendment including F.O.R.
destination and all taxes and insurance etc. with loading unloading
32.00
and Carting up to site of work also including specials for these pipes
and lowering them into the trenches and laying true to alignment
and gradient and jointing etc. complete (including testing of pipe
lines and cutting of pipes for making up the length but excluding the
cost of trenches).all complete as per instructions of Engineer ‐in ‐
charge.
32.01 300 mm dia K-9 Rmt 3,940.00
32.02 250 mm dia K-9 Rmt 3,103.50
32.03 200 mm dia K-9 Rmt 2,332.32
32.04 150 mm dia K-9 Rmt 1,728.48
32.05 125 mm dia K-9 Rmt 1,424.45
32.06 100 mm dia K-9 Rmt 1,191.41
32.07 80 mm dia K-9 Rmt 910.40
32.08 300 mm dia K-7 Rmt 3,184.41
32.09 250 mm dia K-7 Rmt 2,590.53
32.10 200 mm dia K-7 Rmt 1,868.21
32.11 150 mm dia K-7 Rmt 1,512.51
32.12 125 mm dia K-7 Rmt 1,313.89
32.13 100 mm dia K-7 Rmt 1,017.12
32.14 80 mm dia K-7 Rmt 915.56
Page 142 of 165

Supply of following sizes pipes for distribution system conforming
to latest/ relevant I.S. 4984/1995 Specifications with all jointing
/relevant I.S. specifications including F.O.R. destination and all taxes
and insurance etc. with loading unloading and Carting up to site of
33.00
work also including specials for these pipes and lowering them
into the trenches and laying true to alignment and gradient and
jointing etc. complete (including testing of pipe lines and cutting of
pipes for making up the length but excluding the cost of trenches)
all complete as per instructions of Engineer ‐in ‐ charge.
33.09 200 mm dia HDPE Pipe PN‐6: Class PE‐100 Rmt 1,139.00
Supply and carting up to site of work of the following dia DI

butterfly /sluice valves class I working pressure 10 Kg/cm2
confirming to IS: 780/1969 or its latest amendments
including valve fittings & Dismantling Joints as per requirement
34.00 F.O.R. destination and lowering them into the already prepared
trenches fixing in position and jointing them with pipelines and
testing etc. complete and also including supply of jointing materials
etc. complete .including all taxes and insurance as per instructions
Page 143 of 165

35.01 PRV 80 mm dia Nos. 54,219.00
35.02 PRV 100 mm dia Nos. 80,025.00
35.03 PRV 150 mm dia Nos. 1,24,575.00
Page 144 of 165

Supply and installation testing etc. of single/double ball type air
valve conforming to latest/relevent I.S.
specifications including all taxes and insurance carting up to site of
36.00 work and lowering them into the trenches fixing in position and
jointing them with pipelines and testing etc. complete (including
supply of jointing materials and Valve fittings etc complete) as per
instructions of Engineer.
36.01 20 mm Nos. 10,229.21
36.02 50 mm Nos. 23,170.33
36.03 80 mm Nos. 23,170.33
36.04 150 mm Nos. 41,024.88
Supply of under ground sluice value type fire hydrant consisting

of 80 mm dia sluice valve 80mm dia tail pieces 80mm dia duck foot
bend and 80 mm dia standard makes iron coupling with cap and etc.
complete conforming to latest/relevent I.S.specifications including
37.00 all taxes and insurance up to site of work and lowering them into Nos. 24,500.00
the trenches fixing in position and jointing them with pipelines and
testing etc. complete (including supply of jointing materials and
Valve fittings etc. complete as per instructions of Engineer ‐in ‐
charge.
Construction of following type chambers as per department type

design and drawing including Heavy duty M.S. Manhole Cover and
38.00
all materials labour T&P etc complete for proper completion of
work as per instructions of Engineer ‐in ‐charge.

38.02 Sluice valve chamber (surface box Type) No. 5,300.00
38.03 Fire Hydrant chamber (750 (L) X 450 (W) X 1000 (H) mm) No. 20,500.00
350 (L) x 350 (W) x 500 (H) mm No. 10,400.00
Page 145 of 165

38.06 PRV Valve Chamber ‐ 1000 (L) x 1200 (W) x 1300 (H) mm No. 27,610.00
Design and construct Thrust Block made in R.C.C. with cement

coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3
for pipe line including supply of MS reinforcement
wrought to required shape as necessary its bending fixing & binding
39.00 the same with 0.50 mm thick binding wire in position & necessary
centering & shuttering including curing and supply of all materials
labour T & P etc. required for proper completion of the work and as
per specifications for RCC work as per instructions
Design and construct Thrust Block made in Reinforced Cement

concrete (1:1.5:3) with graded stone chips (20 mm nominal size)
39.01 Cum. 13,700.00
excluding shuttering and reinforcement as per technical
requirements.
Providing reinforcement of Thrust block for reinforced concrete

work including distribution bars stirrups
binders etc. initial straightening and removal of loose rust (if
39.02 KG 109.81
necessary) cutting to requisite length hooking and bending to
correct shape placing in proper position and binding with wire at
every inter‐section complete as per drawing and direction.
Provide all materials labour T&P etc. and construct single room
staff quarter / office room at water works site identified by the
Engineer‐in‐charge as per department type design and drawing and
40.00 specifications of civil works laid down in the bid document including No 9,50,000.00
all material labour T&P etc complete for proper
completion of work as per instructions of Engineer ‐in ‐charge.
(Drawing No.D‐7)
41.00 Water recharge Mechanism within the water works campus Job 1,21,850.00
3Mtr. Long Column Pipe as per IS 1239 with Necessary packings
42.00
and nut & Bolts etc.
Page 146 of 165

Installation of suitable capacity simple T.W. automation system to
control operation of the pumping plant with respect to high/low
water level in OHT and regulate Pressure with RTU panel , 7" HMI
screen ,UPS with battery and stand for minimum 2 Hour backup ,
43.00 Protection device for phase Reversal for Grid powered Applications , Job 3,75,000.00
surge device including enrgy meter inside the pump house with
arrangement for communication of data with GSM and GPRS
system to show required parameters including all accessories etc.
complete in all respect as per instructions of Engineer ‐in –charge.
Dismantling and Reinstatement of the following type of road

surface with old and
44.00 new materials including supply of all materials labour T&P etc.
required for proper completion of the work as per instructions of
44.01 B.O.E. surface (50% of existing bricks to be reused) sqm 450.00
44.02 Bituminous surface sqm 2,100.00
44.03 Interlocking Road sqm 1,266.00
44.04 C.C. Road sqm 1,945.60
Provision for following types of Culvert crossing

45.00 along the alignment of pipe line complete as per instructions of
45.01 Nala/Culvert Crossing ( width ‐3.5 m) upto Dia 300 mm Nos 21,500.00
46.00 Trenchless crossings
Page 147 of 165

Survey site Investigation Planning design Drawings as per State
Road manual and vetting / checked from
State Road Divisional Office and taking NOC for trenchless crossing
of National highway road and Railway track(crossing length 15m to
25m ) Road for of required dia Rising main pipe with casing pipe as
required for proper completion of work required size of MS casing
pipe as per drawing and as per (IS:3589 & made from confining to
IS:2062) with 750 Micron PU coating internally and 250 micron anti
corrosive bituminous paint externally by trenchless technology
method at an average depth 3.60 mtr from normal ground level up
to top of casing pipe including excavation & filling of Pit Dewatering
arrangement Supporting system for soil also including supply and
fixing of 2 no Sluice valve ISI Mark construction of sluice valve
chamber etc. all complete work including supply & fixing specials in
carrier pipe over main pipe as per specification given in the bid
documents including supply of all materials labour T&P etc. for
proper completion of work as per instruction of Engineer.
46.01 Railway Line crossing (Upto Dia 350 mm) m 60,000.00
46.02 National Highway road crossing (Upto Dia 350 mm) m 40,000.00
46.03 State Highway road crossing (Upto Dia 350 mm) m 27,000.00
Road Crossing - Excavation in foundation of trench of proper size in

soil mixed with moorum, Shingle, Kankar, soft rock, hard rock,
including refilling, dressing and ramming earth or sand or bajri,
ballast, including providing, supply, carting, lowering, laying and
jointing of casing pipe of RCC NP-3 with appropriate size, with
47.00 rubber ring joint, sand filling in gap inside RCC pipe, insertion of
distribution pipe into the encasing pipe including supply of T&P,
including concrete of 150 mm thick in with 40mm gauge brick
ballast local sand and cement in proportion of 8:4:1, provision for
barricading, labour for traffic diversion etc. Complete for proper
completion of work as per instruction of Engineer.
47.01 50 mm dia. Pipe Rmt 1,610.00
47.02 100 mm dia. Pipe Rmt 1,955.00
47.03 150 mm dia. Pipe Rmt 2,300.00
Page 148 of 165

47.04 200 mm dia. Pipe Rmt 2,760.00
47.05 250 mm dia. Pipe Rmt 4,000.00
47.06 300 mm dia. Pipe Rmt 4,500.00
47.07 350 mm dia. Pipe Rmt 5,000.00
47.08 400 mm dia. Pipe Rmt 5,405.00
47.09 450 mm dia. Pipe Rmt 6,000.00
47.10 500 mm dia. Pipe Rmt 6,500.00
47.11 600 mm dia. Pipe Rmt 7,600.00
Making house connection should be done atleast 2 m inside the

boundary wall with provision of tap from
distribution line to outer wall of house with supply of 1 m above GL
G.I. pipe ( 15 mm ) ( above ground ) & average 5 mtr. MDPE Pipe (
48.00 Nos. 3,700.00
20 mm) ( below ground) including specials saddle Tapetc. of suitable
size T&P etc. including excavation laying and jointing for proper
completion of work as per instructions of Engineer as per Dwg 12 (
49.00 Construction of single tap pillar type stand post as per type design Nos. 10,000.00
Operation and Maintenance for 10 years of water supply schemes

2% of capex Cost
after completion including staff required
50.00 % for first year of
for operation and maintenance chemicals all materails specials T &
O&M
P for operation and maintenance excluding electricity charges.
51.00 CE/UL Certified Electromagnetic flow meters

51.01 80mm Nos. 1,00,000.00
51.02 100mm Nos. 1,25,000.00
51.03 150mm Nos. 1,50,000.00
51.04 200mm Nos. 1,90,000.00
51.05 250mm Nos. 2,25,000.00

51.06 300mm Nos. 2,60,000.00
51.07 350mm Nos. 3,30,000.00
51.08 400mm Nos. 4,20,000.00
Page 149 of 165

51.09 450mm Nos. 5,00,000.00
51.10 500mm Nos. 5,50,000.00
52.00 Radar type Level transmitter Nos. 1,20,000.00
complete cabling for tubewell inlcuding all power and controlcables

53.00 Nos. 60,000.00
of all equipments at pumphouse and OHT
Master control system with PLC and Unlimited SCADA software ,

Large Video screen ,12" HMI High Resolution , Redundent CPU Kit
with memory Card ,Ethernet Module for communication ,GPRS
Gateway for Data collect, Redundent power supply for PLC System ,
54.00 3 KVA UPS , GSM/GPRS modem necessray firewall and protection Nos. 26,74,000.00
devices, ethernet switch ,CCTV system with network video
recorder,Surge Protection devices , Laptop for Engineering work
station and Operating work station including 2 ton AC for control
room and Necessary furniture for MCS Room etc.
Page 150 of 165

Page 151 of 165
Page 152 of 165
During meeting following points were discussed and finalized.
S. I Discussions I Final conclusion

No.
1 I Diesel Rate for O&M were discussed I Diesel Rates has been taken as
per present market rates and
whatever may be increase/
decrease will be paid as per
actual.
2 I In DPR head were taken more than SO m. The detail It was conveyed that drop in
discussions were made regarding consideration of depth for water for next 15 years would
water table, seasonal variation, drop in water, water draw deleted as already considered in
down etc. Seasonal variation.
3 Based on discussions in S. No-2, the HP calculations of \ The decisions were taken.

motor were also discussed in detail. • The efficiency of motor
would be taken
between 65%-72% in
DPR, as per
manufacture norms.
'og j_.
4 Two number of Electrical operated sluice valve were taken It was conveyed that Electrically
in tube well operated sluice valve should be
deleted from DPR, as taken in
completed scope
L
Page 153 of 165
I't
c,j '" ., ,.
';!{ , ,.· •t
,tf
~· In DPR the tube well assemble were taken based on earlier was conveyed that tube well
~,~: •,
),
.. 5
,:; guidelines assembfe shoufd be taken as
given befow:
•
Upto 800 LPM- 200x150
•
800-1200 LPM- 300x150
,
J 1 1
•
Above 1200 LPM - 1 /
300x200 -=:::::..
6 MS rings were taken based on actual length of tube-well It was conveyed that MS rings
assembly should be taken 25% extra over
and above of actual
calculations, paid as per pieces
of consumption. ..
7 The development of tube well were discussed in detail The following decisions were
taken:
• 600 PSI compressor
would be taken for 60 I/ '
Hr, and paid as per
actual.
• Development of tube ,
well by OP unit would lf-
be taken for 100 hr, an - ( v - fJ')
paid as per actual.
L - - - " - - - - - - - - - - - - L _ - - - - - _ _ J _i ~
Chairperson conveyed that two-three DPRs should be submitted for approval by incorporating above I
discussed points.
Page 154 of 165

DG SET FOUNDATION - ESTIMATE & MEASUREMENT SHEET
Item No. Item List UOM DG Size Bottom PCC 1 : 2 : 4 Top Slab PCC 1 : 4 : 8 Brick work Earth Filling Plastering
Total Cost
L B H QTY Unit H QTY Unit H QTY Unit H QTY Unit H QTY Unit
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
9251.65 7645.76 5877.25 129.38 196.1
1 7.5 KVA 1.417 0.82 0.5 3.65 Cum 0.20 0.57 Cum 0.5 0.653 Cum 0.5 0.58 Cum 0.70 3.97 Sqm 42843
2 10 KVA 1.767 0.82 0.5 4.07 Cum 0.20 0.67 Cum 0.5 0.733 Cum 0.5 0.72 Cum 0.70 4.46 Sqm 48108
10 62.5 KVA 2.9 1.1 0.5 6.08 Cum 0.20 1.19 Cum 0.5 1.058 Cum 0.5 1.60 Cum 0.70 6.44 Sqm 72990
** Schedule of rate for the year 2020-21 WEF 02.06.2020
Sl. No. SOR Rate Unit Item Name SOR Ref.

1 9251.65 cum PCC 1 : 2 : 4 Item No. 1015(B)
2 7645.76 cum PCC 1 : 4 : 8 Item No. 1017)
3 5877.25 cum Brickwork Item No. 1031
4 196.1 Sqm Plastering Item No. 1188
5 129.38 Cum Filling Item No. 1005
Page 155 of 165

DESIGN
GUIDELINES
Page 156 of 165

Page 157 of 165
Page 158 of 165
Page 159 of 165
Page 160 of 165
Page 161 of 165
Page 162 of 165
Page 163 of 165
Page 164 of 165
Page 165 of 165

AZ-01 DPR Narhan Khas-RC High

Uploaded by

Copyright:

Available Formats

AZ-01 DPR Narhan Khas-RC High

Uploaded by

Document Information

Original Description:

Copyright

Available Formats

Share this document

Share or Embed Document

Sharing Options

Did you find this document useful?

Is this content inappropriate?

Copyright:

Available Formats

AZ-01 DPR Narhan Khas-RC High

Uploaded by

Copyright:

Available Formats

UTTAR PRADESH JAL NIGAM STATE WATER AND SANITATION MISSION, UTTAR PRADESH

DETAILED PROJECT REPORT

PROJECT SCHEME: UNDER JAL JEEVAN MISSION PROGRAME (JJM)

IMPLEMENTING AGENCY: UTTAR PRADESH JAL NIGAM

SUBMITTED TO: DWSM / SWSM

DPR SCHEME CODE AZ- 01

4 ECONOMICS OF THE SCHEME 23

8 SCHEDULE OF RATES 113

9 DESIGN GUIDELINES 133

NAME OF SCHEME : NARHAN KHASH VILLAGE WATER SUPPLY SCHEME UNDER

NAME OF HABITATION : NARHAN KHASH Hb North

NAME OF REVENUE VILLAGE : NARHAN KHASH

NAME OF GRAM PANCHAYAT : NARHAN KHASH

CONSTRUCTION COST W/O CENTAGE (LACS) 313.21

POPULATION Year 2023 : 3630

HOUSEHOLD Year 2023 : 595

WATER DEMAND (KLD) Year 2038 : 291

RCC OHT CAPACITY (KL) : 225

TUBE WELL (Nos.) :1

RISING MAIN DIAMETER (mm) : 150 DI K9

DISTRIBUTION NETWORK (m) : 11160

Sr. No. Description Guideline Criteria Status

COMPONENT WISE COST

MAJOR GUIDELINE CRITERIA

1 Name Of State : UTTAR PRADESH

b Initial Stage 2023 3630 1196 595

11 Rate of Water Supply :

12 Nature of Sources : Sub-surface Water

13 No. of Tubewell : 1 Nos.

14b Dosing Capacity

16 Pumping Plant for Tube well

HDPE Pipe PN-6 PE-100 200 0

Pressure Release Valves

Fire Hydrant Valves

i Electromagnetic Flow Meter (Dia) : 100 mm

21 Project Cost Details

22 Cost Per Capita of Scheme

2.2 QUALITY OF WATER :

3.2 PRESENT STATUS OF WATER SUPPLY:

3.3 EXISTING SERVICES (SANITATION, DRAINAGE AND WASTE DISPOSAL):

4.0 NECESSITY OF PIPED WATER SUPPLY SCHEME :

5.0 DESIGN CRITERIA:

6.0 POPULATION AND WATER DEMAND:

7.0 RATE OF WATER SUPPLY:

8.0 WATER REQUIREMENT:

Initial Stage Year 2023 236 KLD

9.2 SOURCE OF WATER SUPPLY:

9.4 PUMPING PLANT :

Submersible Type Pumping Plant has been provided.

No. and Type of Plant 1

9.5 RISING MAIN :

Rising Main Pipe MOC DI K9

9.6 STORAGE RESERVOIR :

9.7 DISTRIBUTION SYSTEM :

9.8 INSTRUMENTATION & AUTOMATION :

9.9 OPERATION & MAINTENANCE :

10.0 IMPLEMENTATION SCHEDULE

11.0 INSTITUTIONAL RESPONSIBILITIES :

12.0 ENVIRONMENTAL IMPACT :