GOVERNMENT OF ODISHA

RURAL DEVELOPMENT DEPARTMENT

ODISHA, BHUBANESWAR

Estimate for Lifting , Lowiring of G.I Column pipe and

construction of production well platform of PWS to Kendal Und
Un
Jagatsinghpur Block

ESTIMATED COST RS 55030.00

YEAR : 2018-19
Rural water supply & sanitation
Division,Jagatsinghpur
RTMENT

G.I Column pipe and

m of PWS to Kendal Under
lock
 REPORT

This estimate for Rural piped water supply to PARAHAT and its adjacent villages under BALIKUDA block of
Jagatsinghpur district has been prepared under the supervision of Er. Chitta Ranjan Jena.

The source of this scheme is already been completed.After Administrative approval and technical
sanction of scheme,we will go for preparation of DTCN for turnkey composite tender to execute this
scheme having provision of annual O&M for five calender year as per present policy decision of govt.

But,In the original estimate, there was no provision of annual O & M for five calender year,because the
policy decission was made later on for provision of same.

So, this revised/estimate is framed with provision of Annual O&M for five calender years .

The Revised/estimated cost stands at Rs 6389125.18 Lakhs

This revised/estimate may kindly be approved.

Assistant Engineer Asst. Executive Engineer Executive Engineer

RWSS Section Manijanga RWSS Sub-Division,Raghunathpur RWSS Division,Jagatsinghpur
 CONTENTS
SL.NO. DESCRIPTION PAGE NO
1 ENGINEERS ASSOCIATED 1
2 PREFACE 2
3 SALIENT FEATURE 3
4 GENERAL REPORT 5
5 ENGINEERING REPORT 6
6 FINANCIAL REPORT 12
7 ESTIMATES
A) GENERAL ABSTRACT 13
B) HEAD WORKS 14
C) TREATMENT UNIT , RCC ESR 15
D) RISING MAIN & DISTRIBUTION SYSTEM 16
E) PRESSURE STATEMENT 18
F) PIPE & VALVE STATEMENT 20
8 ANALYTICAL REPORT 22
9 SUPPORTING ESTIMATE
A) ANNEXTURE - E - 1(Production well) 23
B) ANNEXTURE - E - 2(Pump House) 25
C) ANNEXTURE - E - 3(Internal electrification) 30
D) ANNEXTURE - E - 4(Pump &Motor) 32
E) ANNEXTURE - E - 5 (Z Bend) 33
F) ANNEXTURE - E - 6(Compound wall) 34
G) ANNEXTURE - E - 7(Site development) 36
H) ANNEXTURE - E - 8(ESR) 37
I) ANNEXTURE - E - 9(Valve Chamber) 42
J) ANNEXTURE - E - 10(Ext Electrification) 43
K) ANNEXTURE - E - 11(Stand alone) 46
10 ANALYSIS OF RATE
A) BUILDING ITEMS ANALYSIS 47
B) PH WORKANALYSIS 81
11 DRAWINGS
A) WATER SUPPLY SCHEME MAP 99
B) FLOW DIAGRAM 100
C) HEAD WORKS LAYOUT PLAN 101
D) PUMP CHAMBER 102
E) SLUICE VALVE CHAMBER 103
F) RCC STAND ALONE 104
G) PRODUCTION WELL DESIGN 105
H) RCC ESR 106
12 PANCHAYAT RESOLUTION 107
13 CHECK LIST 108
 ENGINEERS ASSOCIATED

1 CHIEF ENGINEER : ER. JANMENJAY SETHY

RWS&S ORISSA ,
BHUBANESWAR

2 SUPERINTENDING ENGINEER : ER. SUMANTA KUMAR HARICHANDAN

RWS&S CIRCLE ,
CUTTACK

3 EXECUTIVE ENGINEER : ER. CHITTA RANJAN JENA

RWS&S DIVISION ,
JAGATSINGHPUR

4 ASSISTANT EXECUTIVE ENGINEER : ER. TAPAN KUMAR ROUT

RWS&S SUB-DIVISION ,
RGHUNATHPUR

5 ASSISTANT EXECUTIVE ENGINEER : ER. PUJA ALAKANANDA

ESTIMATOR, RWS&S DIVISION,
JAGATSINGHPUR

5 JUNIOR ENGINEER : ER. SATYA RANJAN BHOI

RWS&S SECTION ,BALIKUDA
 PREFACE
Access to safe drinking water is a basic human right.The quality and quantity of drinking
water has an indicator of development of people.Over the years, tube wells fitted with hand pumps
have been proved to be the most appropriate technic to provide safe drinking water especially for
rural people.But in the changing context,to provide safe drinking water to the community at lesser
distance and rather more in urbanised manner, “Rural Piped Water Supply’’ has some how
supplementing tube well system of drinking water provisioning.

India has made progress in the supply of safe drinking water to its people, but gross disparity
in coverage exists across the country. Although access to safe drinking water has improved ,still 21%
of communal diseases are related to unsafe drinking water.In India diarreah alone causes more than
1600 deaths daily same as if 8nos 200 person Jumbo jets crashed to the ground each day.Every
20seconds one child dies from water related illness.

According to census-2011 house listing,in Odisha 38.54% of rural people are travelling 500mtr
to fetch drinking water from their houses.Only 22.4 % of house holds have water source within their
premises.
The state government of Odisha now has come out plans to provide 24 hours water supply to
each household .The state government has instructed to cover all non covered GP and GP head
quarter villages with piped water supply projects within 2014.After tube wells and community stand
posts, now govt is going to provide safe drinking water through individual house connections in order
to promot toilet construction and massive use.

Individual house hold connections from piped water supply system provides most convenient
access to safe drinking water and reduces physical burden of fetching waterthat mostely falls on
women and children affecting their nutritional status, health and education. It also reduces the
chnces of contamination in collecting & fetching water,apart from with minimizing wastage of water
.Incidentally it also helps with recovery of partial O& M cost of the scheme.

Jagatsinghpur district is stuated in Eastern part & central coastal zone of Odisha.Bay of
Bengal lies in the eastern part of the district.The Coastal line covers 48Kms streaching from
..Paradip to .Tarasahi.. District head quarter is 85 km from State head quarter,
Bhubaneswar.Jagatsinghpur... district also lies in river deltaformed by The River .Mahanadi and
Devi..The .Sarala and Gorekhnath temple are in this district.

There are 8 nos blocks in Jagatsinghpur district with 1136971 people as per 2011
census.There are . 13091 running tube wells and 244 RPWS schemes to supply safe drinking
water to the people of this district.There is no fluoride content in objection contamination of drinking
water in this district.Only cloride and iron content problems found in some cases.

Balikuda block being one of 8 block of Jagatsinghpur district has got more importance in various
aspects.We have.1548 nos HP tube wells and.35.nos RPWS schemes in running postion.This block
has 30 GPs.

One village of Ichhapur GP,Which is being taken for action in this year to have a successful
RPWS scheme . The people of this village have been requesting since long for one PWS scheme as
they are facing shortage of drinking water from only 61.nos Hand pump tube wells.
EFACE
basic human right.The quality and quantity of drinking
ple.Over the years, tube wells fitted with hand pumps
technic to provide safe drinking water especially for
ovide safe drinking water to the community at lesser
anner, “Rural Piped Water Supply’’ has some how
ter provisioning.

of safe drinking water to its people, but gross disparity

access to safe drinking water has improved ,still 21%
inking water.In India diarreah alone causes more than
n Jumbo jets crashed to the ground each day.Every
ness.

n Odisha 38.54% of rural people are travelling 500mtr

22.4 % of house holds have water source within their

s come out plans to provide 24 hours water supply to

nstructed to cover all non covered GP and GP head
cts within 2014.After tube wells and community stand
g water through individual house connections in order

piped water supply system provides most convenient

hysical burden of fetching waterthat mostely falls on
al status, health and education. It also reduces the
ng water,apart from with minimizing wastage of water
al O& M cost of the scheme.

ern part & central coastal zone of Odisha.Bay of

ct.The Coastal line covers 48Kms streaching from
quarter is 85 km from State head quarter,
s in river deltaformed by The River .Mahanadi and
in this district.

nghpur district with 1136971 people as per 2011

wells and 244 RPWS schemes to supply safe drinking
fluoride content in objection contamination of drinking
nt problems found in some cases.

atsinghpur district has got more importance in various

.35.nos RPWS schemes in running postion.This block

g taken for action in this year to have a successful

e been requesting since long for one PWS scheme as
only 61.nos Hand pump tube wells.
 3
SALIENT FEATURES
1 Name of the Scheme RPWS Scheme to village Parahat. and its
adjoining villages under Balikuda Block of
District Jagatsinghpur

2 Name of the State Odisha

3 Name of the District Jagatsinghpur

4 Name of the Tahasil Balikuda

5 Name of the Block Balikuda

6 Name of Village with G.P. and Population as per 2011 Census.

Sl Population 2011
GP Village Total SC ST
No.
1 Ichhapur Parahat 992 178 0
Total 992 178 0
7 Prospective population :-

a Population of 2011 census : 992

b Population by 2016(Base Year) : 1080

c Population by 2046(Design Year) : 1554

8 Choice of source :- : 200mm di PVC production well

Electrically driven submersible

pump set from production well to
9 Method of coleection : RCC ESR

Water is to be conveyed from ESR

to the distribution system throug
10 Mode of conveyance :- : rising main

11 Treatment provision:- : Chlorination through chlorinator

12 System of distribution:- : HDPE Distribution of pipes

ESR to distribution system by flow

13 Process of supply:- : of gravity

14 Manner of supply : Domestic house connection

15 Rate of supply:- : 70LPCD

16 Daily demand:- : 108751 Litre

17 Period of supply:- : 8hours daily

18 Estimated cost: 6389125.18 Lakh

19 PER CAPITA COST

(a) As per 2011 census population : Rs 5750.58

(c) As per 2016 base yearpopulation : Rs 5282.66

(d) As per 2046 design year population Rs 3671.86

20 Cost of water:- : Rs 13.20

21 Time of exection :- : 9 months

22 Agency responsible for O&M Gram Panchayat

junior Engineer, Asst. Executive Engineer,

RWS&S Section,Balikuda RWS&S Sub-Division, Jagatsinghpur
 5

GENERAL REPORT
1 LOCATION-
The cluster of villages vill.Ibrisingh and its adjoining villages come under Balikuda block
of Jagatsinghpur district Balikuda block head quarter is situated at Latitude of 20.306..
deg N & Longitude of 86.343 .deg E.. block is situated on north part of Puri district.State
high way no 13(Cuttack Paradeep Road) passes through this block head quarter.This
block head quarter is 25 Km distant from district head quarter and 75 Km from state
capital This village is situated on East direction at a distance of 20 Km from
Raghunathpur.

2 CLIMATE-
Mainly 3 seasons are felt within the calender year,i.e. June to october- Monsoon,
November to January- Winter and February to May- Summer.The hottest climate is
observed in may whereas coldest climate is observed in December. Maximum rainfall is
observed in August.

3 TOPOGRAPHY
The cluster area is a part of the costal saline belt of Orissa. It is more or less plain and is
underlain by alluvial formations viz. clay, silt, gravel etc of tertiary to recent age.

4 SOCIO-ECONOMIC CONDITION-
The people of these villages mainly depend upon cultivation.Only a few are dependant
on business and service. Most of the villagers are small agriculturists or agricultural
labours. The number of industrial workers is nil.As such the socio economic standard of
the people in general is not good.
5 INSTITUTIONS
Following govt . institutions and other important places are available in these villages.
High school 1 no
UP school 1 nos
Pry Schools 1 nos
AWC 1 nos
ANM centre 0 no
Vetenary no
Temple 4 nos
GP office no
Market place 1 nos
Total 9 nos
6 WATER SUPPLY FACILITIES-
People are using the existing 70 nos Hand pump tube wells for drinking and cooking
purposes and using their traditional sources for other purposes. But during hard summer,
they completely depend on tube wells .
7 ELECTRIC FACILITY:-
These villages are electrified.3Phase 11KV line passes through these villages , which is
also 700 m distance from head works site.
8 TRANSPORTATION FACILITY:-
The transportation facility is good for the block head quarter .One all weather black top
road with CC road partly connects this village with block head quarter.

9 COMMUNITY & PRI INVOLMENT:-

 The comunity as well as PRI members are very positive minded, intrested & co-operative
in implemtation of Rural piped water supply scheme in this village.The are fully involved
in VWSC formation &survey works.They have expressed their intrests in operation and
maintenance of scheme in future.Sarapanch, PS member and all ward mebers have
extended their hands of co-opertions to us.

Jonior Engineer, Asst. Executive Engineer, Executive Engineer

RWS&S Section,Balikuda RWS&S Sub-Divn. Jagatsinghpur RWS&S Divn.Jagatsinghpur
 6
ENGINEERING REPORT
1 STATE & DISTRICT STATITICS
POPULATION(2011) State-Odisha District-
Person 36804000 1136604
Male 18660000 577699
Female 18144000 558905
RURAL
Person
Male
Female
Area(Sq.Km) 1668
Density of
population/KM2 681
Sex ratio 0.967
Nos of literate
Population 990323
growth(2201-2011) 87.13%
State population
2 growth(2001-2011) 16.25
District population
3 growth(1991-2011) 7.44
4 HYDROLOGICAL CONDITION :-
This village comes under coastal alluvial tract with salinity hazards.Saline acquifer occures in diferent
depth.The saline water is overlaying the fresh water in this village.

5 EXISTING WATER SOURCES:-

Sl no GP Village Habitation TWs Open well Ponds River
1 Ichhapur Parahat Parahat 20 0 1 0

There are20 nos. HP Tube wells are in running condtion, which is inadequate to meet the water demand
for the growing population of these villages.Besides these,1 no. of pond are in these villages to meet
the day to day uses except for drinking purposes. There is no perenial river flowing near the village.

6 STATUS OF HP TUBE WELLS:-

There are 20 nos HP Tube wells existing in the village to meet daily demand of the villagers.All these
tube wells are in running condtion.The villagers are using these Tube wells through out the year as
there is no alternate safe source in the village. The status of this villages comes under PC. categories.

CONCENTRATION OF IRON,CLORIDE, HARDNESS & TURBIDITY OF EXISTING GROUND

7 WATER SPOT SOURCES
a IRON CONCENTRATION WISE BREAK UP
Up to 0.1mg/lit 0.1 to 0.3mg/lit 0.3 to 1mg/lit 1 to 1.5mg/lit 1.5& above
0 0 0 0 0
b CHLORIDE CONCENTRATION WISE BREAK UP
1000 and
Up to 100mg/lit 100 to 250mg/lit 250 to 500mg/lit 500 to 1000mg/lit above
0 0 0 0 0
c HARDNESS CONCENTRATION WISE BREAK UP
 Up to 100mg/lit 101 to 250mg/lit 251 to 500mg/lit 501 to 1000mg/lit 1001 and
above
0 0 0 0 0
d TURBIDITY CONCENTRATION WISE BREAK UP
30 and above
Up to 2.5NTU 2.5-5NTU 5-10NTU 10-30NTU

0 0 0 0 0

8 NEED FOR PIPED WATER SUPPLY

i)The existing tube well sources of the cluster of villages are not adequate to meet all the
requirements of the people as per the norm fixed by govt i.e 55LPCD.ii)Govt. decides to
provide safe drinking water to each family through 100% domestic house connections to
promote the construction and use of toilet.iii)Adequate water is also one requirement for
success of NBA with aim to make open defecation free India. iv)Adequate water is also
required to improve the status of living of all human being,which ultimately reduce the water
borne deseases. v) All govt institutions are situated in this villages. a good number of people
comes here daily for which available of drinking water to them is amajor concern.Hence one
piped water supply scheme is required for these villages.

9 SOURCE ALTERNATIVES:-
a SURFACE WATER AS SOURCE:-
As there is no switable perenial nallah or river by the village, so it is not possible to provide
drinking water from surface water.
b GROUND WATER AS SOURCE
Ground water is proposed as source for piped water supply, because (1)There is no switable
surface source in near by this village.(2)The yield of production well in this village is expected to
be nearly 26.80LPS, which is sufficient for the required demand.(3) As the ground water is not
contaminated initially, treatment is not so necessary except chlorination,because there are
chances of contamination during distributiondue to pipe leakages.(4) Precautionery measure is
being taken to avoid the chances of high chloride by scientific identification of fresh acquifer
through electrical logging & provision of saline sealing at prescribed depth by geophysist
during construction of production well .

10 PROPOSED SCHEME
Considering all above factors, one Rural Piped Water Supply Scheme is proposed taking
ground water as source.

11 DESIGN CRITERIA
a DESIGN PERIODS

The design period for the scheme is taken 30 years basing on population of 2016as base
year of the scheme.
b DESIGN OF POPULATION Population in 2011 census= 992

BY GEOMETRICAL PROGRESSIVE METHOD

Year % of Decennial
growth
1981-1991 17.98
1991-2001 13.26
2001-2011 7.44
Geometric mean 12.89
growth.
P2016 = Population by 2016
 P = Population by 2011
R = Average decennial rate of Growth
n = Decade

Population by 2018 , Base Year =

P2018 = P ( 1 + R/100 )n =992 ( 1 + 12.89 / 100 )0.7 = 1080
Population by 2048, Design Year =
P2048 = P ( 1 + R/100 )n =992( 1 + 12.89/ 100 )3.7 = 1554
c DAILY DEMAND:-
Cosidering 100% house connection, other domestic use & institutional demand, 70 LPCD has
been taken for design purposes.Accordinglgly Daily water demand is calculated as follows

Design populationX70LPCD= 1554 x70LPCD= 108751 Litre

d PER CAPITA DEMAND:- 70LPCD Considering all demands and losses

e SUPPLY HOURS:- 8Hours

f OTHER COMPONENT:-
i 200mm DIA PVC PRODUCTION WELL-The sinking of production well is completed .The yield
of source is 26.80 LPS, which will be adequate for this scheme..

iii PUMP CHAMBER:-

In order to safe accommodation of pumping assessaries, treatment unit,one small RCC column
structure pump chamber is proposed to be constructed as per approved draiwing .Plan &
estimate has been enclosed herewith.

iii PUMPING MACHINERY:-

One 5 HP electric submersible pump having 3.78 LPS discharge and 45 m head with
required control pannel, board power capacitor are provided along with another set of pump
set of same capacity as stand by.

iv RISING MAIN
150mm GI rising main upto 1st distribution point and then 110mm HDPE pipe line are proposed
to use in rising main .

v DISTRIBUTION SYSTEM
The distribution system is designed for the average flow i.e. 70 LPCD. Keeping the minimum
residual head at 7 Meters. HDPE pipes of 110 mm & 90 mm are considered suitable for
distribution mains and branches, which will feed the 100% House connection as per the design
of the pressure statements.
12 ELEVATED STORAGE RESERVOIR
Due to frequent interruption of power supply in rural areas and to maintain consistency of water
supply one elevated RCC storage reservoir of capacity 1/2th of daily demand is designed with
60000 ltr capacity and staging of 12.00 mtr.
13 TREATMENT UNIT:-
As ground water being an uncontaminated source needs no treatment,but during flow of
water in distribution system, there is possibility of contamination due to leakage in the pipe
line.Hence it is proposed for chlorination at the source point by chlorinator.
14 STAND ALONE POINTS:-
9 nos Stand alone points are proposed for govt. Institutions, temples and market places for
24x7 water supply .
15 HOUSE CONNECTIONS :-
There are total 228 nos house holds in these two villages.We have proposed to give 100%
house connections as per the direction of the govt..
16 ELECTRIC POWER SUPPLY:-
These villages are electrified. 3Phase 11KVA line is available. So there is no problem to get
power supply for this scheme. CESU will be requested for estimate after successful
completeion of source.
17 LAND ACQUISITION
Govt. land is available for proposed head works and overhead reservoir. Therefore cost of land
acquisitions is not included in this estimate. Only the cost of development of sites and
construction of approach roads to the sites are provided in this scheme. Tahasildar, ........ has
been requested to allot the proposed site to RWSS deptt. for the head work.

Junior Engineer, Asst. Executive Engineer, Executive Engineer,

RWS&S Section, Balikuda RWS&S Sub-Division. Jagatsinghpur RWS&S Divn.Jagatsinghpur
 10
18 DESIGN:-
a DESIGN OF PUMP
Design population 1554
Daily demand = 108751 Ltrs.
Period of supply = 8 Hours per Day
So Discharge Q = 108751 LP
3.78
8X60X60 S

Yield of source is 26.80LPS, which is adequate for

this scheme.
HEAD OF PUMP
Suction head = 24 Mtr
ESR Staging = 12 Mtr
Losses for friction in pipes, bend, fittings = 9 Mtr
Total = 45 Mtrs.
QxH 3.78 X 45
B.H.P. Required = =
75xE 75 X 0.60
Pump efficiency, E=0.6%
So provide 15 HP Submersible pump with 45m head &16.66 LPS with one standby set of same duty as
safe yield is more than required.

b DESIGN OF RISING MAIN

Design Population = 1554

Rate of supply = 70 LPCD
Daily demand = 108751
Period of supply = 8 hours
108751 LP
Discharge Q = = 3.78
8X60X60 S
i.e. 0.004 m3 / Sec

Let D be the dia of rising main

D =1.2x √1.5xQ= 0.0903 Mtr
Hence it is proposed to provide150mm dia GI pipe as rising main.

c WATER HAMMER CALCULATION:-

Dia of DI rising main=150mm=0.15m
Cross sectional area of rising main s=
II d2 22x(0.15x0.15)
= = 0.017679 m2
4 7x4
Daily demand of water = 108751 Lts= 108.751 M3
Considering 8hrs of pumping in a day
Rate of flow 'f' in the rising main = 0.0037761 (Daily demand/8x60x60)
So , Normal velocity of V0 of water in pipe =f/s=Rate of flow/Area=
 0.214 M/sec

Maximum water hammer

Hmax = axV0/g
Hmax = Maximum pressure rise in the closed conduit above the normal pressure in meter
a= Velocity of pressure wave travel in m/sec
g= Acceleration due to gravity in m/sec2(9.81m/sec2)
V0= Normal velocity of pipe line before sudden close in m/sec
a=1425/√1+kd/Et
k= bulk modulus of water(2.07x(10)8Kg/m2
d=Dia of pipe in mtr(0.100m)
t= Wall thickness of pipe in meter(0.001)
E= modulus of elasticity of pipe material in Kg/m2
Where E for PVC pipe=3x(10)8
Where E for Steel pipe=2.1x(10)10
Where E for DI pipe=1.7x(10)10

a=1425/√1+kd/Ec1
1425/√1+2.07x(10)8x0.10/1.7x(10)10x0.001m=
905.22 m/sec
Hmax = axV0/g= 905.22 x
0.214
9.81
= 19.70972 Mtr
Hence total pressure head developed in rising main during sudden closure of valves.=
19.71 + 12.00 =
There is provision of laying 150mm GI pipe, which can withstand maximum pressure of 150m
head of water,which is greater than maximum pressure developed due to sudden closure of
valves . So the rising main provided is safe.

19 DESIGN OF ELEVATED STORAGE RESERVOIR

Daily demand 108751 Litre

Taking capacity of ESR to be 1/2of the daily demand

Capacity of ESR 54376

Say 60000 Litre
It is designed to provide one ESR of capacity 60000 Litre with 12m staging.

JuniorEngineer Asst.Executive Engineer

RWS&S Section, Balikuda RWS&S Sub-Division,Jagatsinghpur
 3.78
HP

f same duty as
 31.71
Mtr
 ANNUAL OPERATION AND MAINTENANCE

Sl No Description of Item Unit Quantity Rate Amount

1 Cost of annual operation & maintenance of the scheYear 5 57688.06 288440.3

288440.3

Assistant Engineer Asst. Executieve Engineer,

RWS&S Section, Biridi RWS&S Sub-Division, Raghuanthpur
 O & M COST CALCULATION SHEET

1 Name of the District Jagatsinghpur

2 Name of the Block Tirtol
3 Name of the Scheme Aug. RPWS to Tulanga
4 Design Population for 30 Years Year-2046 1554
5 Average Daily Demand @ 70 LPCD 108751
6 Estimated Cost of DPR in Rupees 5416136.06
7 Salary of Pump Operator per Year Pump House 1 207.50 Per day
8 Energy Charges per Year 0.706 HP x x Pumping
1no 15 HP 0.706 15 8

9 Bleaching Powder of 25% Strength per Year

Daily Water Dosing
Srength Factor
Demand mg/lit
0.25 108751 1
10 Annual Repair Maintence Cost
1% of Civil Works Cost of Scheme(Other than elect. & Mech. but
i)
include 2% for cont. & SI) 4654536.06
2% of Electrical & Mechanical Work(P Well, Int. Elect, Chlorinator,
ii)
Pump & motor, 2% for cont. & SI, Ext. Elect.) 761600.00
TOTAL
11 1% Contingencies
A Cost of O&M Calculation of Cost of Water (For 1 Year)
B Cost of O&M for 5 Years in case of Single GP Scheme=(A-7-8)x5
C Cost of O&M for 5 Years in case of Multi GP Scheme=(A-8)x5

Assistant Engineer, Assistant Executive Engineer,

RWS&S Section, RWS&S Sub-division,
Manijanga Raghunathpur
HEET

1554
108751
5416136.06 Civil,Elect. & Mech. & O&M Single GP
365 days Rs 75737.50 5756072.12
days Unit Cost
365 6.30 Rs 194813.64

Cost of elect. & mech. Works

Days Unit Cost
761600.00
365 18.00 Rs 2857.99

Rs 46545.36

Rs 15232.00
Rs 335186.49
Rs 3351.86
Total Rs 338538.35 Cost of water calculation
Rs 339936.06 O&M Cost
Rs 718623.56

Executive Engineer,
RWS&S Division,
Jagatsinghpur
 12
FINANCIAL REPORT
1 SPECIFICATION
The Indian standard specification, State P.H.E.D. and P.W.D. specification W.H.O. and Govt. of
India (C.P.H.E.E.O.) code of practices and Manual on water supply and treatment and other
relevant approved standard specifications are to be followed during the execution of the
Scheme.
2 RATE
Latest P.W.D. & P.H.E.D. Schedule of Rates of Govt. of orissa, D.G.S.&D. and E.P.M. rates
have been adopted in estimating the cost of the scheme. Where such rational rates are not
available, local market rates have been considered. However, for execution, detailed analysis of
rates are to be made taking into consideration the actual site condition and prevailing schedule
of rate / approved rates of Govt.
3 ESTIMATED COST

The estimated cost of the scheme as detailed in the General Abstract including 1%
contingencies ,1% cess and 1% Survey investigation .
Stands as Rs 6389125.1 Lakhs
8
4 TIME OF COMPLETION

It will take about nine month time for execution of the scheme, if funds and materials are
available in time as and when required during the course of execution.
5 COST OF WATER

The operation, maintenance, and repair (OMR) cost of water supply schemes depend upon
salary, wages, energy, fuel, chemicals consumables repairs and replacements. Taking into
consideration the prevailing rate of Govt. (H&UD Deptt.) in this account i.e. Rs. 1.70/1000
Litters of water, the annual O.M.R. cost of the scheme is arrived as follows.
108751 X 1.70 X 365
(a) Annual O.M.R. = = Rs. 67480.26
1000
(b) Annual Deprecation cost @ 8% = 5704576.06 X8% = Rs. 456366
Total annual cost = (a+b) = 67480 + 456366 = 523846
So, cost of water = 523846 13.20
= /1000 Ltr.
108.751 x365
6 PER CAPITA COST
5704576.06 Rs. 5750.58
(i) As per 2011 Census Population = =
992
As per 2016 Base year 5704576.06 Rs. 5282.66
(ii) = =
Population 1080
5704576.06 Rs. 3671.86
(iii) As per 2046 design Population = =
1554
7 OPERATION AND MAINTENANCE

The scheme is proposed to be maintained by VWSC & Gram Panchayat. As per execution,
O.M.R. cost of the scheme is to be fixed by Govt. from time to time on the basis of the
prevailing rate of Govt. for piped water supply in the state.

Assistant Engineer, Asst. Executive Engineer, Executive Engineer,

RWS&S Section,Manijanga RWS&S Sub-Division, Raghunathpur RWS&S Division, Jagatsinghpur
 GENERAL ABSTRACT

1 HEAD WORKS Rs 895,066.00

2 TREATMENT PLANT Rs 60,000.00

3 ELEVATED STORAGE RESERVOIR Rs 1,560,000.00

4 RISING MAIN & DISTRIBUTION SYSTEM Rs 2,304,675.23

TOTAL Rs 4,819,741.23

5 1%CONTINGENCIES Rs 48,197.41

6 1%SURVEY & INVESTIGATION Rs 48,197.41

7 EXTERNAL ELECTRIFICATION Rs 500,000.00

8 ANNUAL O&M FOR FIVE CALENDER YEAR Rs 288,440.00

Rs 5,704,576.06
GST12 % 684549.13
TOTAL Rs 6389125.18
OR SAY 63.99 Lakhs

Junior Engineer, Asst. Executive Engineer Executive Engineer

RWS&S Section, Balikuda RWS&S Sub-Divn. Jagatsinghpur RWS&S Divn. Jagatsinghpur

Superintending Engineer Chief Engineer

RWS&S Circle , Cuttack RWS&S , Orissa
Bhubaneswar
5,416,136.06

48,197.41 5 240987.1
 59
Lead Statement, S/R - 14
Tirtol.Block, Village -Ibrisingh

Initial Extra Total

Total Total Cost of the
Material Description Quarry Source Carriage 5 Carriage by Royalty Carriage & Total Cost Unit
Carriage Carriage material
km by truck Truck Royalty

Metal 4cm. Size (c.b..) Haridasspur 120.00 149.67 831.40 981.07 709.52 130.00 1111.07 1820.59 cum
Chips 20mm size (c.b) Haridasspur 120.00 149.67 831.40 981.07 1000.00 130.00 1111.07 2111.07 cum
Chips 13.2mm size (c.b) Haridasspur 120.00 149.67 831.40 981.07 1033.33 130.00 1111.07 2144.40 cum
Chipps 12mm size(c.b.) Haridasspur 120.00 149.67 831.40 981.07 1048.47 130.00 1111.07 2159.54 cum
Chipps 10mm size(c.b.) Haridasspur 120.00 149.67 831.40 981.07 1071.43 130.00 1111.07 2182.50 cum
Chipps 6.7mm (c.b.) Haridasspur 120.00 149.67 831.40 981.07 716.19 130.00 1111.07 1827.26 cum
Chipps 4.7mm (c.b.) Haridasspur 120.00 149.67 831.40 981.07 647.62 130.00 1111.07 1758.69 cum
Sand Screened for Mortar tarpur 54.00 149.67 420.88 570.55 48.57 35.00 605.55 654.12 cum
Sand for Filling/Road works tirtol 5.00 149.67 0.00 149.67 42.86 35.00 184.67 227.53 cum
K.B.Bricks Khoa Tirtol 54.00 149.67 420.88 570.55 298.72 0.00 570.55 869.27 cum
K.B.Bricks Tirtol 54.00 169.27 334.32 503.59 1695.49 0.00 503.59 2199.08 cum
Cement (including cost of empty cement
Local 5.00 16.17 0.00 16.17 531.25 0.00 16.17 547.42 qntl
bag)
Steel (SAIL) BBSR 85.00 161.72 615.00 776.72 42987.28 0.00 776.72 43764.00 MT

Wood /Fire wood (Fuel) Local 5.00 161.72 0.00 161.72 4240.00 0.00 129.38 4369.38 /1.25cum

CERTIFICATE :- Certified that the lead followed for the materials above is shortest and minimum to the best of my/our knowledge
& belief.

Assistant Engineer Asst. Executive Engineer,

R.W.S&S. Section, Manijanga R.W.S&S.Sub-Division, Raghunathpur
 Analysis of Rates, Reference:- Schedule of Rate - 2014

Work site -

Sl Quantity Rate Amount

Item Description required
Unit Remarks
No Rs P Rs P
1 2 3 4 5 6 7
Earth work & Foundation
1 Earth Work in ordinary soil within 50met. Initial lead and
1.5met. Initial lift including rough dressing and levelling
the bed including all labour T&P etc. complete as directed
by the Engineer - in Charge.

Per 100 cum

(i) Labour
ManMulia 16.00 nos Each 213.50 3416.00
W. Mulia 16.00 nos Each 213.50 3416.00
(ii) Overhead Charges @ 7.5% on (i) 512.40
(iii) Contractor's Profit @ 7.5% on (i) 512.40
Total (i+ii+iii) 7856.80
(v)Add for excavation of foundation 20% on (i+ii+iii+iv) 1571.36
9428.16
Add for workers welfare cess 1% on (i+ii+iii+iv+v) 94.28
9522.44
Or Say 9522.40 /100 cum
2 Earth Work in hard soil withen 50mtr. Initial lead and
1.5met. Initial lift including rough dressing and levelling
the bed including all labour T&P etc. complete as directed
by the Engineer - in Charge.

Per 100 cum

(i) Labour
ManMulia 21.50 nos Each 213.50 4590.25
W. Mulia 21.50 nos Each 213.50 4590.25
(ii) Overhead Charges @ 7.5% on (i) 688.54
(iii) Contractor's Profit @ 7.5% on (i) 688.54
Total (i+ii+iii) 10557.58
(v)Add for excavation of foundation 20% on (i+ii+iii+iv) 2111.52
12669.09
Add for workers welfare cess 1% on (i+ii+iii+iv+v) 126.69
12795.78
Or Say 12795.80 /100 cum
3 Earth work in slushy soil( in water upto 0.6m depth
requing the help of pans and vessels) within 50 meter
initial lead and 1.5mt. Intial lift etc. complete as directed
by the Engineer in Charge.

Per 100 cum

 (i) Labour
ManMulia 21.00 nos Each 213.50 4483.50
W. Mulia 23.00 nos Each 213.50 4910.50
(ii) Overhead Charges @ 7.5% on (i) 704.55
(iii) Contractor's Profit @ 7.5% on (i) 704.55
Total (i+ii+iii) 10803.10
(v)Add for excavation of foundation 20% on (i+ii+iii+iv) 2160.62
12963.72
Add for workers welfare cess 1% on (i+ii+iii+iv+v) 129.64
13093.36
Or Say 13093.40 /100 cum
4 Earth Work in all kinds of soil within initial lead of 50.00m
and 1.5m initial lift including rough dressing and levelling
As per average of Item Nos. 1,2,3, above
the bed with all labour T&P etc. complete as directed by
the Engineer - in Charge. 11686.99
Or Say 11686.99 /100 cum
Add for workers welfare cess 1% on (i+ii+iii+iv) 116.87
11803.86
Or Say 11803.90 /1 cum
5 Supplying all labour,T&P etc. for filling in foundation and
plinth etc. with exavated materials including watering and
As per average of Item Nos. 1,2,3 above
ramming the bed complete as directed by the Engineer -
in Charge. 9739.16
Or Say 9739.20 /100 cum
Taking 2/3 rd = 6492.80 /100 cum
64.93 /1 cum
Add for workers welfare cess 1% 0.65
65.58
Or Say 65.60 /1 cum
6 Supplying all labour T&P etc. for filling in foundation and
plinth etc. with exavated materials including watering and
ramming the bed complete as directed by the Engineer -
in Charge.

(I) Earth work in ordinary soil-Rate same as item No 1 Rs 73.60 /1 cum

(II) Transpotation through 10 ton truck withen 5 km lead Rs 149.67 /1 cum
(III) Filling - Take 2/3 rate of item No 5(I)=2/3xRs73.60 Rs 49.06 /1 cum
Total Rs 272.33 /1 cum
6 Filling in foundation and plinth with sand well SAY Rs 272.00 /1 cum
watered,rammed etc including all cost conveyance royalty
,labour and T&P etc. complete as directed by the
Engineer - in Charge.

Per 100 cum

(a) Labour
ManMulia 12.36 nos Each 213.50 2638.86
(b) Overhead Charges @ 7.5% on (i) 197.91
(d) Contractors profit @ 7.5% on (i) 197.91
Total (a+b+c) 3034.69 /100 cum
Rate Per 1 Cum 30.35 /cum
 (f) Materials
Filling sand 1.00 cum 42.86 42.86
Basic Rate per 1Cum 73.21
Add Carriage and Royalty
Filling sand 1.00 cum 184.67 184.67
Rate Per 1 Cum 257.88
Add for workers welfare cess 1% 2.58
260.46
Or Say 260.50 /1 cum
Concrete Works
8 Cement concrete (1:4:8) using 4cm size hard granite
crusher broken metal with all cost
conveyance,royalty,taxes etc all complete.

Per 1 cum
(a) Materials
Hard granite crusher broken metal 4cm size 0.960 cum 709.52 681.14
Screened sand 0.480 cum 48.57 23.31
Cement 1.720 qntl 531.25 913.75
(b) Labour
Mason 2nd class 0.18 no each 253.50 45.63
Man mulia 1.80 no each 213.50 384.30
Women mulia 1.40 no each 213.50 298.90
Man mulia for mixing stone, sand and cement and 0.70 no each 213.50 149.45
getting water
(c) Overhead Charges @ 7.5% on (a+b) 187.23621
(d) Contractor Profit @ 7.5% on (a+b) 187.23621
Total Basic Rate per 1cum (a+b+c+d) 2870.96
(e) Add Carriage and Royalty
Hard granite crusher broken metal 4cm size 0.960 cum 1111.07 1066.63
Screened sand 0.480 cum 605.55 290.66
Cement 1.720 qntl 16.17 27.81
Rate per 1cum (a+b+c+d) 4256.06
Add for workers welfare cess 1% 42.56
4298.62
Or Say 4298.60 /1 cum
9 Cement concrete (1:3:6) using 4cm size hard granite
crusher broken metal with all cost
conveyance,royalty,taxes etc all complete.

Per 1 cum
(a) Materials
Hard granite crusher broken metal 4cm size 0.96 cum 709.52 681.14
Screened sand 0.48 cum 48.57 23.31
Cement 2.29 qntl 531.25 1216.56
(b) Labour
Mason 2nd class 0.18 no each 253.50 45.63
Man mulia 1.80 no each 213.50 384.30
 Women mulia 1.40 no each 213.50 298.90
Man mulia for mixing stone, sand and cement and 0.70 no each 213.50 149.45
getting water
(c) Overhead Charges @ 7.5% on (a+b) 209.94715
(d) Contractor Profit @ 7.5% on (a+b) 209.94715
Total Basic Rate per 1cum (a+b+c+d) 3219.19
(e) Add Carriage and Royalty
Hard granite crusher broken metal 4cm size 0.96 cum 1111.07 1066.63
Screened sand 0.48 cum 605.55 290.66
Cement 2.29 qntl 16.17 37.03
Rate per 1cum (a+b+c+d) 4613.51
Add for workers welfare cess 1% 46.14
4659.65
Or Say 4659.60 /1 cum
10 Cement concrete (1:2:4) with 12mm hard granite
chips(Crusher broken) with all cost
conveyance,royalty,taxes etc all complete.

Per 1 cum
(a) Materials
Hard granite crusher broken chips 12mm size 0.90 cum 1048.47 943.62
Screened sand 0.45 cum 48.57 21.86
Cement 3.23 qntl 531.25 1715.94
(b) Labour
Mason 2nd class 0.18 no each 253.50 45.63
Man mulia 1.80 no each 213.50 384.30
Women mulia 1.40 no each 213.50 298.90
Man mulia for mixing stone, sand and cement and 1.40 no each 213.50 298.90
getting water

Mason 2nd class 0.50 no each 253.50 126.75

(c) Overhead Charges @ 7.5% on (a+b) 287.69
(d) Contractor Profit @ 7.5% on (a+b) 287.69
Total Basic Rate per 1cum (a+b+c+d) 4411.28
(e) Add Carriage and Royalty
Hard granite crusher broken chips 12mm size 0.90 cum 1111.07 999.96
Screened sand 0.45 cum 605.55 272.50
Cement 3.23 qntl 16.17 52.23
Rate per 1cum (a+b+c+d) 5735.97
Add for workers welfare cess 1% 57.36
5793.33
Or Say 5793.30 /1 cum
11 2.5cm Damp Proof Course with C.C.(1:2:4) using 12mm
size hard broken granite chipps.
Per 1 sqm
(a) Materials
Hard granite crusher broken chips 12mm size 0.023 cum 1048.47 24.11
Screened sand 0.012 cum 48.57 0.58
 Cement 0.0754 qntl 531.25 40.06
(b) Labour
Mason special 0.103 no each 273.50 28.17
Man mulia 0.330 no each 213.50 70.46
Man mulia for mixing stone, sand and cement and 0.030 no each 213.50 6.41
getting water

(c) Overhead Charges @ 7.5% on (a+b) 12.73

(d) Contractor Profit @ 7.5% on (a+b) 12.73
Total Basic Rate per 1cum (a+b+c+d) 195.25
(e) Add Carriage and Royalty
Hard granite crusher broken chips 12mm size 0.023 cum 1111.07 25.55
Screened sand 0.012 cum 605.55 7.27
Cement 0.0754 qntl 16.17 1.22
Rate per 1sqm (a+b+c+d) 229.29
Add for workers welfare cess 1% 2.29
231.59
Or Say 231.60 /1sqm
Reinforcement Cement Concrete Works
12 R.C.C. Work with (1:1½:3)(M20 grade) using 12 mm &
down grade HGCB Stone chips incluiding hoisting,
laying,curing etc. complete but excluiding cost of steel
reinforcement.

Per 1 cum
(a) Materials
Hard granite crusher broken chips 12mm size 0.90 cum 1048.47 943.62
Screened sand 0.45 cum 48.57 21.86
Cement 4.29 qntl 531.25 2279.06

(b) Labour
Mason 2nd class 0.68 no each 253.50 172.38
Man mulia 1.80 no each 213.50 384.30
Women mulia 1.40 no each 213.50 298.90
Man mulia for mixing stone, sand and cement and 1.40 no each 213.50 298.90
getting water
(c) Overhead Charges @ 7.5% on (a+b) 329.93
(d) Contractor Profit @ 7.5% on (a+b) 329.93
Total rate per 1cum (a+b+c+d) 5058.88
(e) Add Carriage and Royalty
Hard granite crusher broken chips 12mm size 0.900 cum 1111.07 999.96
Screened sand 0.450 cum 605.55 272.50
Cement 4.290 qntl 16.17 69.37
Rate per 1cum (a+b+c+d) 6400.71
Add for workers welfare cess 1% 64.01
6464.71
Or Say 6464.70 /1 cum
 G F SHUTTERING
Foundation 1.5 times 85.50 128.25 Per Cum
Walls & Fins 8 times 459.70 3677.60 Per Cum
Slab 10 times 331.10 3311.00 Per Cum
Average rate of shuttering per Cum 7116.85 Per Cum 2372.28
Rate of RCC in G F including Centering & shuttering 6464.71
8837.00 /1 cum
For 1st. Floor 8837.00 /1 cum
Add 15% extra Labour (b) 173.17
Rate per 1cum for 1st. Floor 9010.17
Add for workers welfare cess 1% 90.10
9100.27
Or Say 9100.30 /1 cum
13 R.C.C. Work with M-20 using 20 mm & down grade
HGCB Stone chips incluiding hoisting, laying,curing etc.
complete but excluiding cost of steel reinforcement.

Data for 15 Cum

(a) Materials
Hard granite crusher broken chips 20mm size 8.100 cum 1000.00 8100.00
Hard granite crusher broken chips 10mm size 5.400 cum 1071.43 5785.72
Screened sand 6.750 cum 48.57 327.85
Cement 52.100 qntl 531.25 27678.13
(b) Labour
Mate 0.86 no each 233.50 200.81
Mason 2nd class 1.50 no each 253.50 380.25
Man Mulia 20.00 no each 213.50 4270.00
(c) Machinery
Concrete mixture 6.000 Hours @ 153.91 923.46
Generator 33 KVA 6.000 Hours @ 208.70 1252.20
(d) Overhead Charges @ 7.5% on (a+b+c) 3668.88
(e) Contractor Profit @ 7.5% on (a+b+c) 3668.88
Total Basic rate per 15 cum (a+b+c+d) 56256.18 /15cum
(f) Add Carriage and Royalty
Hard granite crusher broken chips 20mm size 8.100 cum 1111.07 8999.67
Hard granite crusher broken chips 10mm size 5.400 cum 1111.07 5999.78
Screened sand 6.750 cum 605.55 4087.46
Cement 52.100 qntl 16.17 842.46
Rate per 15 cum (a+b+c+d+e+f) 76185.54 /15cum
Rate per 1 cum (a+b+c+d+e+f) 5079.04
Add for workers welfare cess 1% 50.79
5129.83
Or Say 5129.80 /1 cum

For 1st. Floor Add 15% extra Labour (b) 48.51

Rate per 1cum for 1st. Floor 5127.55
 Add for workers welfare cess 1% 51.28
5178.82
Or Say 5178.80 /1 cum
14 R.C.C. Work with M-25 using 20 mm & down grade
HGCB Stone chips incluiding hoisting, laying,curing etc.
complete but excluiding cost of steel reinforcement.

Data for 15 Cum

(a) Materials
Hard granite crusher broken chips 20mm size 8.100 cum 1000.00 8100.00
Hard granite crusher broken chips 10mm size 5.400 cum 1071.43 5785.72
Screened sand 6.750 cum 48.57 327.85
Cement 60.500 qntl 531.25 32140.63
(b) Labour
Mate 0.86 no each 233.50 200.81
Mason 2nd class 1.50 no each 253.50 380.25
Man Mulia 20.00 no each 213.50 4270.00

(c) Machinery
Concrete mixture 6.000 Hours @ 153.91 923.46
Generator 33 KVA 6.000 Hours @ 208.70 1252.20
(d) Overhead Charges @ 7.5% on (a+b+c) 4003.57
(e) Contractor Profit @ 7.5% on (a+b+c) 4003.57
Total Basic rate per 15 cum (a+b+c+d+e) 61388.05 /15cum
(f) Add Carriage and Royalty
Hard granite crusher broken chips 20mm size 8.100 cum 1111.07 8999.67
Hard granite crusher broken chips 10mm size 5.400 cum 1111.07 5999.78
Screened sand 6.750 cum 605.55 4087.46
Cement 60.500 qntl 16.17 978.29
Rate per 15 cum (a+b+c+d+e+f) 81453.24 /15cum
Rate per 1 cum (a+b+c+d+e+f) 5430.22
Add for workers welfare cess 1% 54.30
5484.52
Or Say 5484.50 /1 cum

For 1st. Floor Add 15% extra Labour (b) 48.51

Rate per 1cum for 1st. Floor 5533.01
Add for workers welfare cess 1% 55.33
5588.34
Or Say 5588.30 /1 cum
5533.01
For 2nd. Floor Add 15% extra Labour 55.79
Rate per 1cum for 2nd. Floor 5588.80
Add for workers welfare cess 1% 55.89
5644.69
 Or Say 5644.70 /1 cum

For 3rd. Floor Add 15% extra Labour 64.16

Rate per 1cum for 3rd. Floor 5652.95
Add for workers welfare cess 1% 56.53
5709.48
Or Say 5709.50 /1 cum
Ground Floor
Column / Beam
G F Concrete 5484.50
Shuttering 8 Times 515.00 4120.00
Slab 9604.50 /1 cum
G F Concrete 5484.50
Shuttering 10 Times 331.10 3311.00
8795.50 /1 cum
Beyond 1.50 mtr G L & 1ST FLOOR
RAFT FOUNDATION
Rate 5588.30
Shuttering 1.5 Times 134.70 202.05
5790.35 /1 cum
Column / Beam
G F Concrete 5588.30
Shuttering 8 Times 618.10 4944.80
Slab 10533.10 /1 cum
G F Concrete 5588.30
Shuttering 10 Times 397.30 3973.00
9561.30 /1 cum
SECOND FLOOR
Column / Beam
Concrete 5644.70
Shuttering 8 Times 741.70 5933.60
Slab 11578.30 /1 cum
Concrete 5644.70
Shuttering 10 Times 476.80 4768.00
10412.70 /1 cum
THIRD FLOOR (ABOVE 10 MTRS)
Column / Beam
Concrete 5709.50
Shuttering 8 Times 890.00
7120.00
Slab 12829.50 /1 cum
Concrete 5709.50
Shuttering - (Tripple Stage Staging) 10 Times 1052.60 10526.00
16235.50 /1 cum
Doom Roof ( Shell Roof)
Concrete 3rd Floor 5709.50
Extra Labour- 25 % 0.25 491.86 122.96
 Shuttering - (Tripple Stage Staging) 10 Times 1526.20 15262.00
21094.46
21094.50 /1 cum
FINS & VERTICAL WALL
Concrete 3rd Floor 5709.50
Shuttering - 25 Times 794.40 19860.00
25569.50 /1 cum

Steel Reinforcement
15 Supplying , fitting , fixing & placing uncoating bar
reinforcement complete as per drawing & technical
specification complete.

Unit-- 1MT
Taking out put - 1MT
(a) Materials
HYSD Bar including 5% wastage & lapping 1.05 MT 42987.28 45136.64
Binding wire 8.00 kg 67.23 537.84
(b) Labour
Labour for cutting bending binding
Mate 0.44 no each 233.50 102.74
Blacksmith 3.00 no each 253.50 760.50
Man mulia 8.00 no each 213.50 1708.00
(c) Overhead Charges @ 7.5% on (a+b) 3618.43
(d) Contractor Profit @ 7.5% on (a+b) 3618.43
Total rate per 1MT (a+b+c) 55482.58 /MT
(d) Carriage steel Reinforcement 1.05 MT 776.72 815.56
Rate per 1MT 56298.14 /MT
Rate per 1 Qntl. 5629.81
Add for workers welfare cess 1% 56.30
5686.11
Or Say 5686.10 /1 qntl
Add for 1st. Floor 5% extra on labour 12.86
5642.67
Add for workers welfare cess 1% 56.43
5699.10
Or Say 5699.10 /1 qntl

Add for 2nd. Floor 5% extra on labour 13.50

5656.17
Add for workers welfare cess 1% 56.56
5712.73
Or Say 5712.70 /1 qntl
 Add for 3rd.. Floor 5% extra on labour 14.17
5670.34
Add for workers welfare cess 1% 56.70
5727.05
Or Say 5727.00 /1 qntl
Rigid & Smooth Centering & Shuttering
16 Rigid and smooth centring,shuttering for RCC works
including false work and dismantling them after casting
including cost of materials complete.

(i) RCC floor and roof slab,

balconies,landings,sunshades and chajjas up to
4.3meter.

Data for 9.00sqm

(a) Materials
Nonsal wood 0.112 cum 16421.58 1839.22
Planks 38mm thick 0.340 cum 16421.58 5583.34
120mm dia bullah 56.00 Rm 83.82 4693.92
Carriage of wood 1.142 cum 129.38 147.75
12264.22
Considering 10 times use of the materials,for use once 1226.42
(b) Labour
Carpenter 2nd class 2.750 no each 253.50 697.13
Semi skilled Mulia 2.750 no each 233.50 642.13
(c) Overhead Charges @ 7.5% on (a+b) 192.43
(d) Contractor Profit @ 7.5% on (a+b) 192.43
Rate for 9 square meter 2950.52 /9 sqm
Rate for 1 square meter 327.84
Add for workers welfare cess 1% 3.28
331.11
Or Say 331.10 /1 sqm

For 1st. Floor Add 20% 393.40

Add for workers welfare cess 1% 3.93
397.34
Or Say 397.30 /1 sqm

For 2nd. Floor Add 20% 472.08

Add for workers welfare cess 1% 4.72
476.80
Or Say 476.80 /1 sqm

For 3rd. Floor Add 20% 566.50

Add for workers welfare cess 1% 5.67
572.17
Or Say 572.20 /1 sqm
(ii) RCC Stairs excluding landing but including railing.

Data for 5.00 sqm

(a) Materials
Nonsal wood 0.039 cum 16421.58 640.44
Planks 38mm thick 0.228 cum 16421.58 3744.12
120mm dia bullah 6.500 Rm 83.82 544.83
Carriage of wood 0.350 cum 129.38 45.28
4974.67
Considering 10 times use of the materials,for use once 497.47
(b) Labour
Carpenter 2nd class 2.750 no each 253.50 697.13
Semi skilled Mulia 2.750 no each 233.50 642.13
(c) Overhead Charges @ 7.5% on (a+b) 137.75
(d) Contractor Profit @ 7.5% on (a+b) 137.75
Rate for 5 square meter 1836.72 /5 sqm
Rate for 1 square meter 367.34
Add for workers welfare cess 1% 3.67
371.02
Or Say 371.00 /1 sqm
For 1st. Floor Add 20% 440.81
Add for workers welfare cess 1% 4.41
445.22
Or Say 445.20 /1 sqm
(iii) RCC foundation & plinth band footings,bases of
columns,mass concrete,etc.
Data for 10.00 sqm
(a) Materials
Planks 38mm thick 0.267 cum 16421.58 4384.56
80mm dia nonsal bullah 12.600 Rm 39.83 501.86
Carriage of wood 0.3284 cum 129.38 42.49
4928.91
Considering 10 times use of the materials,for use once 492.89
(b) Labour
Carpenter 2nd class 0.50 no each 253.50 126.75
Semi skilled Mulia 0.50 no each 233.50 116.75
(c) Overhead Charges @ 7.5% on (a+b) 55.23
(d) Contractor Profit @ 7.5% on (a+b) 55.23
Rate for 5 square meter 846.85 /10 sqm
Rate for 1 square meter 84.68
Add for workers welfare cess 1% 0.85
85.53
Or Say 85.50 /1 sqm
For 1.5mtr. below ground Add 20% on labour 48.70
133.38
Add for workers welfare cess 1% 1.33
 134.72
Or Say 134.70 /1 sqm
(iv) RCC beams , columns and bressmer , etc.

Data for 10.00 sqm

(a) Materials
80mm dia sal bullah 8.000 Rm 39.83 318.64
Planks 38mm thick 0.218 cum 16421.58 3579.90
120mm dia sal bullah 15.200 Rm 83.82 1274.06
Carriage of wood 0.456 cum 129.38 59.00
5231.60
Considering 10 times use of the materials,for use once 523.16
(b) Labour
Carpenter 2nd class 2.750 no each 253.50 697.13
Semi skilled Mulia 2.750 no each 233.50 642.13
(c) Overhead Charges @ 7.5% on (a+b) 139.68
(d) Contractor Profit @ 7.5% on (a+b) 139.68
Rate for 4.2 square meter 2141.77 /10 sqm
Rate for 1 square meter 509.95
Add for workers welfare cess 1% 5.10
515.05
Or Say 515.00 /1 sqm
For 1st. Floor Add 20% 611.93
Add for workers welfare cess 1% 6.12
618.05
Or Say 618.10 /1 sqm

For 2nd. Floor Add 20% 734.32

Add for workers welfare cess 1% 7.34
741.67
Or Say 741.70 /1 sqm

For 3rd Floor Add 20% 881.19

Add for workers welfare cess 1% 8.81
890.00
Or Say 890.00 /1 sqm
(v) RCC lintels -

Data for 7.8sqm

(a) Materials
Non Sal Planks 38mm thick 0.413 cum 16421.58 6782.11
120mm dia non sal bullah 21.000 Rm 83.82 1760.22
Carriage of wood 0.689 cum 129.38 89.14
8631.47
Considering 10 times use of the materials,for use once 863.15
(b) Labour
 Carpenter 2nd class 1.250 no each 253.50 316.88
Semi skilled Mulia 1.250 no each 233.50 291.88
(c) Overhead Charges @ 7.5% on (a+b) 110.39
(d) Contractor Profit @ 7.5% on (a+b) 110.39
Rate for 7.8 square meter 1692.68 /7.8 sqm
Rate for 1 square meter 217.01
Add for workers welfare cess 1% 2.17
219.18
Or Say 219.20 /1 sqm
For 1st. Floor Add 20% 260.41
Add for workers welfare cess 1% 2.60
263.02
Or Say 263.00 /1 sqm
(vi) RCC Walls & Fins:-
Data for 23.9 sqm
(a) Materials
Non Sal Planks 38mm thick 0.954 cum 16421.58 15666.19
Non salwood scantling 0.269 16421.58 4417.41
120mm dia non sal bullah 100.80 Rm 83.82 8449.06
Carriage of wood 2.461 cum 129.38 318.39
28851.04

Considering 10 times use of the materials,for use once 2885.10

(b) Labour
Carpenter 2nd class 13.50 no each 253.50 3422.25
Semi skilled Mulia 13.50 no each 233.50 3152.25
(c) Overhead Charges @ 7.5% on (a+b) 709.47
(d) Contractor Profit @ 7.5% on (a+b) 709.47
Rate for 23.9 square meter 10878.54 /23.9 sqm
Rate for 1 square meter 455.17
Add for workers welfare cess 1% 4.55
459.72
Or Say 459.70 /1 sqm
For 1st. Floor Add 20% 546.20
Add for workers welfare cess 1% 5.46
551.67
Or Say 551.70 /1 sqm
For 2nd. Floor Add 20% 655.44
Add for workers welfare cess 1% 6.55
662.00
Or Say 662.00 /1 sqm
For 3rd. Floor Add 20% 786.53
Add for workers welfare cess 1% 7.87
794.40
Or Say 794.40 /1 sqm
Brick Masonary
17 Brick work with K.B. Bricks having crushing strength
between 100kg/cm2 to 149kg/cm2 in Cement mortar(1:6)
in foundation & plinth.

Data for 1cum

(a) Labour
Mason 1st. Class 0.350 no each 273.50 95.73
Mason 2nd class 1.050 no each 253.50 266.18
Women mulia 1.410 no each 213.50 301.04
M.Mulia 1.410 no each 213.50 301.04
Preparation of mortar & getting water 0.140 no each 213.50 29.89
(b) Materials
K.B.Bricks-25*12*8cm 1.000 cum 1695.49 1695.49
(per one cum 350 nos.)
Screened sand 0.280 cum 48.57 13.60
Cement 0.672 qntl 531.25 357.00
(c) Overhead Charges @ 7.5% on (a+b) 229.50
(d) Contractor Profit @ 7.5% on (a+b) 229.50
Total rate per 1cum (a+b+c+d) 3518.94
(e) Add Carriage and Royalty
K.B.Bricks-25*12*8cm 1.000 cum 503.59 503.59
(per one cum 350 nos.)
Screened sand 0.280 cum 605.55 169.55
Cement 0.672 qntl 16.17 10.87
Rate per 1cum (a+b+c+d+e) 4202.95
Add for workers welfare cess 1% 42.03
4244.98
Or Say 4245.00 /1 cum
18 Brick work with K.B. Bricks having crushing strength
between 100kg/cm2 to 149kg/cm2 in Cement mortar(1:6)
in superstructure .

Data for 1cum

(a) Labour
Mason 1st. Class 0.350 no each 273.50 95.73
Mason 2nd class 1.050 no each 253.50 266.18
Women mulia 1.410 no each 213.50 301.04
M.Mulia 1.410 no each 213.50 301.04
Preparation of mortar & getting water 0.140 no each 213.50 29.89
(b) Materials
K.B.Bricks-25*12*8cm 1.000 cum 1695.49 1695.49
(per one cum 350 nos.)
Screened sand 0.280 cum 48.57 13.60
Cement 0.672 qntl 531.25 357.00

(c) Overhead Charges @ 7.5% on (a+b) 229.50

(d) Contractor Profit @ 7.5% on (a+b) 229.50
Total rate per 1cum (a+b+c+d) 3518.94
 (d) Add Carriage and Royalty
K.B.Bricks-25*12*8cm 1.000 cum 503.59 503.59
(per one cum 350 nos.)
Screened sand 0.280 cum 605.55 169.55
Cement 0.672 qntl 16.17 10.87
Rate per 1cum (a+b+c+d) 4202.95
Or Say 4203.00
Add for super structure 33.00
Rate for super structure 4236.00
Add for workers welfare cess 1% 42.36
4278.36
Or Say 4278.40 /1 cum
Flooring
19 10cm dry brick khoa well watered & rammed to
receive A.S. flooring.
Data for 1sqm
(a) Labour
Mason 2nd class 0.050 no each 253.50 12.68
M.Mulia for ramming 0.160 no each 213.50 34.16
W.Mulia 0.220 no each 213.50 46.97
(b) Materials
K.B.Brick Khoa 4cm size 0.140 cum 298.72 41.82
(c) Overhead Charges @ 7.5% on (a+b) 10.17
(d) Contractor Profit @ 7.5% on (a+b) 10.17
Total rate per 1sqm (a+b+c+d) 155.97
(e) Add Carriage and Royalty
K.B.Brick Khoa 4cm size 0.140 cum 570.55 79.88
Rate per 1sqm (a+b+c+d) 235.85
Add for workers welfare cess 1% 2.36
238.21
Or Say 238.20 /1 sqm
20 2.5 cm artificial stone flooring with Cement concrete
(1:2:4) including punning using 12mm size crusher
broken granite chipps.
Data for 1sqm
(a) Materials
Hard granite crusher broken chips 12mm size 0.023 cum 1048.47 24.11
Screened sand 0.012 cum 48.57 0.58
Cement 0.0858 qntl 531.25 45.58
(b) Labour
Mason special 0.130 no each 273.50 35.56
Man mulia for mixing stone, sand and cement and 0.030 no each 213.50 6.41
getting water

W.Mulia 0.220 no each 213.50 46.97

M.Mulia 0.110 no each 213.50 23.49
(c) Overhead Charges @ 7.5% on (a+b) 13.70
 (d) Contractor Profit @ 7.5% on (a+b) 13.70
Total rate per 1cum (a+b+c+d) 210.10
(e) Add Carriage and Royalty
Hard granite crusher broken chips 12mm size 0.023 cum 1111.07 25.55
Screened sand 0.012 cum 605.55 7.27
Cement 0.0858 qntl 16.17 1.39

Rate per 1sqm (a+b+c+d+e) 244.31

Add for workers welfare cess 1% 2.44
246.75
Or Say 246.70 /1 sqm
Rate for 1st. Floor Add 5% of labour 5.62
249.93
Add for workers welfare cess 1% 2.50
252.43
Or Say 252.40 /1 sqm
21 Fixing of tiles in floors treads or steps and landing on
25mm thick bed of Cement mortar 1:1 ( 1 Cement : 1
sand ) jointed with neat Cement slury mixed with pigment
to match the shades of the tiles including rubbing and
polishing complete excluding cost of tiles or stones.

Data for 1sqm

(a) Materials
Cement 1.857 qntl 531.25 986.53
Screened sand 0.130 cum 48.57 6.31
Cement for slury 0.440 qntl 531.25 233.75
Cement for Grouting 0.440 qntl 531.25 233.75
(b) Labour
Mason special 2.160 no each 273.50 590.76
Semiskilled Mulia 5.500 no each 233.50 1284.25
Mulia 2.160 no each 213.50 461.16
(c) Overhead Charges @ 7.5% on (a+b) 284.74
(d) Contractor Profit @ 7.5% on (a+b) 284.74
Total rate per 10 sqm (a+b+c+d) 4365.99
(d) Add Carriage and Royalty
Cement 1.857 qntl 16.17 30.03
Screened sand 0.130 cum 605.55 78.72
Cement for slury 0.440 qntl 16.17 7.11
Cement for Grouting 0.440 qntl 16.17 7.11
Rate per 10 sqm (a+b+c+d+e) 4488.97
Rate per 1 sqm (a+b+c+d+e)/10 448.90
Add for wax polishing 8.50 /sqm
Add for cost of ceramic tiles 355.00 /sqm
812.40
Add for workers welfare cess 1% 8.12
820.52
 Or Say 820.50 /1 sqm
Rate for 1st. Floor Add 5% of labour (b) 116.81
929.21
Add for workers welfare cess 1% 9.29
938.50
Or Say 938.50 /1 sqm
22 Fixing of tiles in dados, skirting and risers of steps on 12
mm thick bed of Cement mortar 1:3 ( 1 Cement :3 sand )
jointed with neat Cement slury mixed with pigment to
match the shades of the tiles including rubbing and
polishing complete excluding cost of tiles or stones.

Data for 1sqm

(a) Materials
Cement 0.715 qntl 531.25 379.84
Screened sand 0.150 cum 48.57 7.29
Cement for slury 0.660 qntl 531.25 350.63
(b) Labour
Mason special 3.250 no each 273.50 888.88
Semiskilled Mulia 7.600 no each 233.50 1774.60
Mulia 3.250 no each 213.50 693.88
(c) Overhead Charges @ 7.5% on (a+b) 307.13
(d) Contractor Profit @ 7.5% on (a+b) 307.13
Total rate per 10 sqm (a+b+c+d) 4709.37
(e) Add Carriage and Royalty
Cement 0.715 qntl 16.17 11.56
Screened sand 0.150 cum 605.55 90.83
Cement for slury 0.660 qntl 16.17 10.67
Rate per 10 sqm (a+b+c+d+e) 4822.44
Rate per 1 sqm (a+b+c+d+e)/10 482.24
Add for wax polishing 8.50
Add for cost of ceramic tiles 320.00
810.74 /sqm
Add for workers welfare cess 1% 8.11
818.85
Or Say 818.90 /1 sqm
Rate for 1st. Floor Add 5% of labour (b) 167.87
978.61
Add for workers welfare cess 1% 9.79
988.40
Or Say 988.40 /1 sqm
23 Supplying all labour T & P materials for fitting & fixing of
chequred tiles in floor , treads, or steps and landing on 25 mm
thick bed in C M (1:1) joint with neat cement slurry to match
(Details For 10 Sqm )
the shade of tiles etc complete as per direction of Engineer- in
Labour
-Charge Same as item 21 448.90
Add Cost :
Chequer Tiles 1.00 Sqm @ Rs. 180.00 180.00
 628.90
Add for workers welfare cess 1% 6.29
635.19 /Sqm
Say 635.20 /Sqm
Plastering
24 12mm thick Cement plaster (1:6) for brickwork
including curing etc. complete.

Data for 1sqm

(a) Materials
Screened sand 0.015 cum 48.57 0.73
Cement 0.0358 qntl 531.25 19.02
(b) Labour
Mason 2nd class 0.140 no each 253.50 35.49
Man Mulia 0.050 no each 213.50 10.68
W.Mulia 0.050 no each 213.50 10.68
Man mulia for mixing sand 0.020 no each 213.50 4.27
(c) Overhead Charges @ 7.5% on (a+b) 6.06
(d) Contractor Profit @ 7.5% on (a+b) 6.06
Total rate per 1 sqm (a+b+c+d) 92.99
(d) Add Carriage and Royalty
Screened sand 0.015 cum 605.55 9.08
Cement 0.0358 qntl 16.17 0.58

Rate per 1 sqm (a+b+c+d) 102.65

Add for workers welfare cess 1% 1.03
103.67
Or Say 103.70 /1 sqm
Rate for 1st. Floor Add 3% of labour (b) 1.83
104.48
Add for workers welfare cess 1% 1.04
105.53
Or Say 105.50 /1 sqm
25 16mm thick Cement plaster (1:6) over brickwork
including curing etc. complete.
Data for 1sqm
(a) Materials
Screened sand 0.018 cum 48.57 0.87
Cement 0.043 qntl 531.25 22.84
(b) Labour
Mason 2nd class 0.160 no each 253.50 40.56
Man Mulia 0.110 no each 213.50 23.49
W.Mulia 0.110 no each 213.50 23.49
Man mulia for mixing sand 0.020 no each 213.50 4.27
(c) Overhead Charges @ 7.5% on (a+b) 8.66
(d) Contractor Profit @ 7.5% on (a+b) 8.66
 Total rate per 1 sqm (a+b+c+d) 132.85
(e) Add Carriage and Royalty
Screened sand 0.018 cum 605.55 10.90
Cement 0.043 qntl 16.17 0.70
Rate per 1 sqm (a+b+c+d) 144.44
Add for workers welfare cess 1% 1.44
145.89
Or Say 145.90 /1 sqm
Rate for 1st. Floor Add 3% of labour (b) 2.75
147.19
Add for workers welfare cess 1% 1.47
148.67
Or Say 148.70 /1 sqm
26 12mm thick Cement plaster (1:4) over brickwork with
neat Cement punning for skirting including curing
etc. complete.
Data for 1sqm
(a) Materials
Screened sand 0.015 cum 48.57 0.73
Cement 0.0644 qntl 531.25 34.21
(b) Labour
Mason 2nd class 0.150 no each 253.50 38.03
Man Mulia 0.040 no each 213.50 8.54
W.Mulia 0.050 no each 213.50 10.68
Man mulia for mixing sand 0.020 no each 213.50 4.27
(c) Overhead Charges @ 7.5% on (a+b) 7.23
(d) Contractor Profit @ 7.5% on (a+b) 7.23
Total rate per 1 sqm (a+b+c+d) 110.92
(e) Add Carriage and Royalty
Screened sand 0.015 cum 605.55 9.08
Cement 0.0644 qntl 16.17 1.04

Rate per 1 sqm (a+b+c+d) 121.04

Add for workers welfare cess 1% 1.21
122.25
Or Say 122.30 /1 sqm
Rate for 1st. Floor Add 3% of labour (b) 1.85
122.89
Add for workers welfare cess 1% 1.23
124.12
Or Say 124.10 /1 sqm
27 6mm thick Cement plaster (1:4) to R.C.C.surface
finished smooth including closed deep chipping
and slurry treatment curing etc. complete.

Data for 1sqm

 (a) Materials
Screened sand 0.0075 cum 48.57 0.36
Cement 0.0372 qntl 531.25 19.76
(b) Labour
Mason 2nd class 0.140 no each 253.50 35.49
Man Mulia 0.050 no each 213.50 10.68
W.Mulia 0.050 no each 213.50 10.68
Man mulia for mixing sand 0.070 no each 213.50 14.95
(c) Overhead Charges @ 7.5% on (a+b) 6.89
(d) Contractor Profit @ 7.5% on (a+b) 6.89
Total rate per 1 sqm (a+b+c+d) 105.70
(e) Add Carriage and Royalty
Screened sand 0.0075 cum 605.55 4.54
Cement 0.0372 qntl 16.17 0.60
Rate per 1 sqm (a+b+c+d) 110.84
Add for workers welfare cess 1% 1.11
111.95
Or Say 112.00 /1 sqm
Rate for 1st. Floor Add 3% of labour (b) 2.15
113.00
Add for workers welfare cess 1% 1.13
114.13
Or Say 114.10 /1 sqm
28 Neat Cement punning to plastered surface with all cost
conveyance etc. complete.

Data for 1sqm

(a) Materials
Cement 0.0114 qntl 531.25 6.06
(b) Labour
Mason(Special) 0.027 no each 273.50 7.38
W.Mulia 0.027 no each 213.50 5.76
(c) Overhead Charges @ 7.5% on (a+b) 1.44
(d) Contractor Profit @ 7.5% on (a+b) 1.44
Total rate per 1 sqm (a+b+c+d) 136.19
(e) Add Carriage and Royalty
Cement 0.0114 qntl 16.17 0.18
Rate per 1 sqm (a+b+c+d) 136.37
Add for workers welfare cess 1% 1.36
137.73
Or Say 137.70 /1 sqm
Rate for 1st. Floor Add 3% of labour (b) 0.39
136.76
Add for workers welfare cess 1% 1.37
138.13
Or Say 138.10 /1 sqm
Grading Concrete
29 2.5 cm thick grading concrete on roof slab with C.C .
(1:2:2) using 6mm size HGCB stone chips.On new
work
Per 1 sqm
(a) Materials
Crusher broken granite chipps 6mm size 0.017 cum 716.19 12.10
Screened sand 0.017 cum 48.57 0.82
Cement 0.1208 qntl 531.25 64.18
(b) Labour
Mason special 0.100 no each 273.50 27.35
Man mulia 0.330 no each 213.50 70.46
Man mulia for mixing stone, sand and cement and 0.030 no each 213.50 6.41
getting water
(c) Overhead Charges @ 7.5% on (a+b) 13.60
(d) Contractor Profit @ 7.5% on (a+b) 13.60
Total rate per 1 sqm (a+b+c+d) 208.51
(e) Add Carriage and Royalty
Crusher broken granite chipps 6mm size 0.017 cum 1111.07 18.78
Screened sand 0.017 cum 605.55 10.23
Cement 0.1208 qntl 16.17 1.95
Rate per 1sqm (a+b+c+d) 239.47
Add for workers welfare cess 1% 2.39
241.86
Or Say 241.90 /1 sqm
30 4 cm thick grading concrete on roof slab with C.C .(1:2:4)
using 12mm & down size HGCB stone chips.On old work.

Per 1 sqm
(a) Materials
Crusher broken granite chipps 12mm size 0.018 cum 1048.47 18.87
Crusher broken granite chipps 4.7mm size 0.018 cum 647.62 11.66
Screened sand 0.018 cum 48.57 0.87
Cement 0.1287 qntl 531.25 68.37
(b) Labour
Mason special 0.165 no each 273.50 45.13
Man mulia 0.528 no each 213.50 112.73
Man mulia for mixing stone, sand and cement and 0.480 no each 213.50 102.48
getting water
(c) Overhead Charges @ 7.5% on (a+b) 27.01
(d) Contractor Profit @ 7.5% on (a+b) 27.01
Total rate per 1 sqm (a+b+c+d) 414.13
(e) Add Carriage and Royalty
Crusher broken granite chipps 12mm size 0.018 cum 1111.07 20.00
Crusher broken granite chipps 4.7mm size 0.018 cum 1111.07 20.00
Screened sand 0.018 cum 605.55 10.90
Cement 0.1287 qntl 16.17 2.08
 Rate per 1sqm (a+b+c+d) 467.11

Add for workers welfare cess 1% 4.67

471.78
Or Say 471.80 /1 sqm
Colouring & Painting
31 Cement washing 1-coat to plastered surface

Data for 93 sqm

(a) Materials
Shell lime unslaked and screened 10.260 kg 16.19 166.11
Cement 1.001 qntl 531.25 531.78
(b) Labour
Painter 2nd class 0.750 no each 253.50 190.13
Man Mulia 0.500 no each 213.50 106.75
Extra Labour for mixing 0.500 no each 213.50 106.75

(c) Overhead Charges @ 7.5% on (a+b) 82.61

(d) Contractor Profit @ 7.5% on (a+b) 82.61
Total rate per 93 sqm (a+b+c+d) 1266.74
(e) Add Carriage
Cement 1.001 cum 16.17 16.19
Rate per 93 sqm (a+b+c+d) 1282.93
Rate per 1 sqm (a+b+c+d)/93 13.79
Add for workers welfare cess 1% 0.14
13.93
Or Say 13.90 /1 sqm
32 Priming 1-coat with any approved primer including all
labour etc complete.
(Wood Work)
Data for 9.3 sqm
(a) Labour
Paintrer Special 0.50 no each 273.50 136.75
Man Mulia for preparing the surface 0.50 no each 213.50 106.75
(c) Overhead Charges @ 7.5% on (a+b) 18.26
(d) Contractor Profit @ 7.5% on (a+b) 18.26
Total rate per 9.3 sqm (a+b+c+d) 307.86 /9.3 sqm
Rate for one square meter (Labour) 33.10
Add cost of primer 0.075 ltr eac 101.57 7.62
40.72
Add for workers welfare cess 1% 0.41
41.13
Or Say 41.10 /1 sqm
33 White washing 3-coats with shell lime to walls &
ceilings.
Data for 93 sqm.
 Data for 93 sqm
(a) Materials
Shell lime 23.220 kg each 16.19 375.93
(b) Labour
Painter 2nd class 1.500 no each 253.50 380.25
M.Mulia 1.000 no each 213.50 213.50
(c) Overhead Charges @ 7.5% on (a+b) 72.73
(d) Contractor Profit @ 7.5% on (a+b) 72.73
Total rate per 93 sqm (a+b+c+d) 1115.13 /93 sqm
Rate for one square meter (Labour) 11.99
Add for workers welfare cess 1% 0.12
12.11
Or Say 12.10 /1 sqm

34 Colour washing two coats with shell lime including

cost of all materials and labour etc.

Data for 93 sqm

(a) Materials
Shell lime 18.660 kg each 16.19 302.11
(b) Labour
Painter 2nd class 1.000 no each 253.50 253.50
M.Mulia 0.750 no each 213.50 160.13
(c) Add extra towards colouring materials L.S. 25.00
(d) Overhead Charges @ 7.5% on (a+b) 53.68
(e) Contractor Profit @ 7.5% on (a+b) 53.68
Total rate per 93 sqm (a+b+c+d) 848.09 /93 sqm
Rate for one square meter (Labour) 9.12
Add for workers welfare cess 1% 0.09
9.21
Or Say 9.20 /1 sqm

35 Finishing wall with water proofing cement paint two

coats with any approved shade on old work to give
on even shade excluding cost of paint.
Data for 10 sqm
(a) Labour
Paintrer Special 0.220 no each 273.50 60.17
M.Mulia 0.220 no each 213.50 46.97
Man Mulia for preparing the surface 0.100 no each 213.50 21.35
(b) Overhead Charges @ 7.5% on (a) 9.64
(c) Contractor Profit @ 7.5% on (a) 9.64
Total rate per 10 sqm (a+b) 147.76 /93 sqm
Rate for one square meter (Labour) 14.78
Add cost of cement paint 0.250 kg Eac 36.22 9.06
23.83
 Add for workers welfare cess 1% 0.24
24.07
Or Say 24.10 /1 sqm
For 1st. Floor Add 3% over labour 0.39
24.49
Add for workers welfare cess 1% 0.24
24.73
Or Say 24.70 /1 sqm
For 2nd. Floor Add 3% over labour 0.51
25.21
Add for workers welfare cess 1% 0.25
25.47
Or Say 25.50 /1 sqm
For 3rd. Floor Add 3% over labour 0.15
25.65
Add for workers welfare cess 1% 0.26
25.90
Or Say 25.90 /1 sqm
36 Distempering 2-coat to walls with distemper of
approved shade on old work to give on even shade
excluding cost of distemper.

Data for 10 sqm

(a) Labour
Paintrer Special 0.520 no each 273.50 142.22
M.Mulia 0.520 no each 213.50 111.02
Man Mulia for preparing the surface 0.100 no each 213.50 21.35
(b) Overhead Charges @ 7.5% on (a+b) 20.59
(c) Contractor Profit @ 7.5% on (a+b) 20.59
Total rate per 10 sqm (a+b+c+d) 315.78 /10 sqm
Rate for one square meter (Labour) 31.58
Add cost of distemper 0.250 kg Each 51.97 12.99
44.57
Add for workers welfare cess 1% 0.45
45.02
Or Say 45.00 /1 sqm
For 1st. Floor Add 3% over labour 0.82
45.39
Add for workers welfare cess 1% 0.45
45.85
Or Say 45.80 /1 sqm
37 Wall painting 2-coats with plastic emulsion paint of
approved shade on new work 1coats to give an
even shade excluding cost of paint.

Data for 10 sqm

 (a) Labour
Paintrer Special 0.540 no each 273.50 147.69
M.Mulia 0.540 no each 213.50 115.29
Man Mulia for preparing the surface 0.100 no each 213.50 21.35
(b) Overhead Charges @ 7.5% on (a+b) 21.32
(c) Contractor Profit @ 7.5% on (a+b) 21.32
Total rate per 10 sqm (a+b+c+d) 326.98 /10 sqm
Rate for one square meter (Labour) 32.70
Add for workers welfare cess 1% 0.33
33.02
Or Say 33.00 /1 sqm
For 1st. Floor Add 3% over labour 0.85
33.55
Add for workers welfare cess 1% 0.34
33.89
Or Say 33.90 /1 sqm
38 Painting 2-coats with any approved paint on new
wood work including cost of materials.

Data for 9.3 sqm

(a) Labour
Paintrer Special 1.25 no each 273.50 341.88
M.Mulia 1.00 no each 213.50 213.50
Man Mulia for preparing the surface 0.10 no each 213.50 21.35
(b) Overhead Charges @ 7.5% on (a) 43.25
(c) Contractor Profit @ 7.5% on (a) 43.25
Total rate per 10 sqm (a+b+c+d) 663.23 /9.3 sqm
Rate for one square meter (Labour) 71.32
Add cost of paint 0.125 ltr eac 149.61 18.70
90.02
Add for workers welfare cess 1% 0.90
90.92
Or Say 90.90 /1 sqm
For 1st. Floor Add 3% over labour 1.86
91.88
Add for workers welfare cess 1% 0.92
92.80
Or Say 92.80 /1 sqm
40
Dressed seasoned sal wood work framed and fixed
(wrought and put up) in burgahs, rafters and posts
per 1cum
Data for 0.028 cum.
(a) Materials
Sal wood scantling 0.028 cum @ 27212.45 761.95
(b) Labour
 Carpenter Special 0.330 no each 273.50 90.26
Man mulia 0.330 no each 213.50 70.46
(c) Overhead Charges @ 7.5% on (a+b) 69.20
(d) Contractor's Profit @ 7.5% on (a+b) 69.20
Total rate per .028cum (a+b+c) 1061.06
Rate for one Cubic meter=(a+b+c)/0.028 37894.91
Add for workers welfare cess 1% 378.95
38273.86
Or Say 38273.90 /1 cum
41 Dressed seasoned salwood work framed and fixed in
trusses,purlins, door, window, ventilaters and beams.

Data for 0.028 cum.

(a) Materials
Sal wood scantling 0.028 cum @ 27212.45 761.95
(b) Labour
Carpenter Special 0.500 no each 273.50 136.75
Man mulia 0.500 no each 213.50 106.75
(c) Overhead Charges @ 7.5% on (a+b) 75.41
(d) Contractor's Profit @ 7.5% on (a+b) 75.41
Total rate per .028cum (a+b+c) 1156.27
Rate for one Cubic meter=(a+b+c)/.028 41295.21
Add for workers welfare cess 1% 412.95
41708.16
Or Say 41708.20 /1 cum

42 32mm thick piasal or local teak wood paneled

shutter for doors and windwows including cost of all
fittings,labour etc. complete.
Data for 1.88sqm.
(a) Materials
Piasal wood planks 0.067 cum @ 43079.67 2867.38
Wooden hinged,cleats 2.000 no each 15.00 30.00
(b) Labour for making shutter:
Carpenter Special 2.000 no each 273.50 547.00
Helper 2.000 no each 213.50 427.00
For 1.88 sqm 1831.12
(c) Labour for fixing shutter:
Carpenter 2nd class 1.000 no each 253.50 253.50
Man mulia 1.000 no each 213.50 213.50
(d) Overhead Charges @ 7.5% on (a+b+c) 389.66
(e) Contractors profit @ 7.5% on (a+b+c) 389.66
Total rate per 1.88sqm (a+b+c+d) 5585.17
Rate for one sqm =(a+b+c+d)/1.88 2970.83
Add for workers welfare cess 1% 29.71
3000.54
 Or Say 3000.50 /1 sqm

For 2nd. Floor Add 3% over labour 0.39

24.87
Add for workers welfare cess 1% 0.25
25.12
Or Say 25.10 /1 sqm
For 3rd. Floor Add 3% over labour 0.39
25.49
Add for workers welfare cess 1% 0.25
25.74
Or Say 25.70 /1 sqm
43 Painting two coats over a coat of primer with any approved
shade including cost of paints, primer & labour etc. complete.
(Data for 9.30 Sqm)
Painter special 1.25 Nos @ Rs. 273.50 /E 341.88
Mulia 1.00 Nos @ Rs. 213.50 /E 213.50
Man mulia for preparing
surface 0.10 Nos @ Rs. 213.50 /E 21.35
Add7.5% for over head charges 0.075 43.25
Add7.5% for contractors profit 0.075 576.73 43.25
663.23 /9.30 Sqm
Rate per Sqm = 71.32 / Sqm
Paint required 0.125 Litrs @ Rs. 149.61 /Litrs 18.70
(A) 90.02
Primer one coat:
Painter special 0.50 Nos @ Rs. 273.50 /E 136.75
Mulia 0.50 Nos @ Rs. 213.50 /E 106.75
Add7.5% for over head charges 0.075 18.26
Add7.5% for contractors profit 0.075 243.50 18.26
280.03 /Sqm
Rate per Sqm = 30.11 /Sqm
Primer required 0.054 Litrs @ Rs. 101.57 /Litrs 5.48
(B) 35.59 /Sqm
Total
(A)rate
+ (B)
= = 125.61 /Sqm
125.61 /Sqm
Add for workers welfare cess 1% 1.26
126.87 /Sqm
126.90 /Sqm
44
Tripple Stage Centering & shuttering for roof slab,
Balconies, Projections above 7.50 Mtr & up to 10.80
mtr height
Data for 9.30 Sqmtr.
(a) Materials
38 mm thick Nonsal Planks 1.0602 cum 16421.58 17410.16
120 mm dia Sal bullah 168.000 Mtr 83.82 14081.76
 80 mm dia Non-sal bullah 36.57 Rm 39.83 1456.58
Non-sal wood Scanting 25 mm 0.37 cum 16421.58 6005.37
Carriage of wood 3.5086 cum 129.38 453.93
39407.80
Considering 10 times use of the materials,for use once 3940.78
(b) Labour
Carpenter 2nd class 10.000 no each 253.50 2535.00
Semi skilled Mulia 10.000 no each 233.50 2335.00
(c) Overhead Charges @ 10% on (a+b) 881.08
Rate for 9.30 square meter 9691.86 /9.30 sqm
Rate for 1 square meter 1042.14
Add for workers welfare cess 1% 10.42
1052.56
Or Say 1052.60 /1 sqm
45 Centering & shuttering for Shell roof up to 5.50 mtr.
Data for 9.30 Sqmtr.
(a) Materials
38 mm thick Nonsal Planks 0.3530 cum 16421.58 5796.82
120 mm dia Sal bullah 110.000 Mtr 83.82 9220.20
80 mm dia Non-sal bullah 15.23 Rm 39.83 606.61
Non-sal wood Scanting 25 mm 0.2258 cum 16421.58 3707.99
Carriage of wood 1.8987 cum 129.38 245.65
19577.27
Considering 10 times use of the materials,for use once 1957.73
(b) Labour
Carpenter 2nd class 4.120 no each 253.50 1044.42
Semi skilled Mulia 4.120 no each 233.50 962.02
(c) Overhead Charges @ 10% on (a+b) 396.42
Rate for 9.30 square meter 4360.58 /9.30 sqm
Rate for 1 square meter 468.88
Add for workers welfare cess 1% 4.69
473.57
Or Say 473.60 /1 sqm

46 20 mm thick Cement plaster (1:4) over concrete work with

neat Cement punning with approved water proofing
compound etc. all complete including curing etc.
complete.

Data for 1sqm

(a) Materials
Screened sand 0.021 cum 48.57 1.02
Cement 0.0858 qntl 531.25 45.58
(b) Labour
Mason spl. class 0.027 no each 273.50 7.38
Mason 2nd class 0.160 no each 253.50 40.56
Man Mulia 0.110 no each 213.50 23.49
 W.Mulia 0.137 no each 213.50 29.25
Man mulia for mixing sand 0.020 no each 213.50 4.27
(c) Overhead Charges @ 10% on (a+b) 15.16
Total Basic rate per 1 sqm (a+b+c) 166.71
(d) Add Carriage and Royalty
Screened sand 0.021 cum 605.55 12.72
Cement 0.0858 qntl 16.17 1.39
Rate per 1 sqm (a+b+c+d) 180.81
Add for workers welfare cess 1% 1.81
182.62
Or Say 182.60 /1 sqm
Rate for 1st. Floor Add 3% of labour (b) 3.15
183.96
Add for workers welfare cess 1% 1.84
185.80
Or Say 185.80 /1 sqm

Rate for 2nd. Floor Add 3% of labour (b) 3.24

187.20
Add for workers welfare cess 1% 1.87
189.07
Or Say 189.10 /1 sqm

Rate for 3rd. Floor Add 3% of labour (b) 3.34

190.54
Add for workers welfare cess 1% 1.91
192.45
Or Say 192.40 /1 sqm

47 Cutting in disintegrated rock not requiring blasting to be removed by pick axes

and crow bars & depositing the materials within 50m initial lead & 1.5mtr initial
lift including rough dressing and as per direction of the E-I-C.

Man Mulia 109 nos

213.50 23271.5
OHC 15%
3490.725
Total 26762.225
Exacavation charges extra 20%
5352.45
Total
32114.67
Add abour cess 1% 321.15
Total 32435.82
Per 100Cum
48 Dismantling & removing C.C. including stacking the useful materials for reuse & removing
the debries within 50mtr lead etc and as per direction of the E-I-C.
 Man Mulia 1.6 nos
213.50 341.6
OHC 15%
51.24
Total
392.84
Add abour cess 1%
3.93
Total 396.77

Per 1Cum

49 Earth Work in stoney earth and gravels mixed with stone

and boulders not exceeding .014cum in volume within
50met. Initial lead and 1.5met. Initial lift including rough
dressing and levelling the bed including all labour T&P
etc. complete as directed by the Engineer - in Charge.

Per 100 cum

(i) Labour
ManMulia 33.53 nos Each 213.50 5029.50
W. Mulia 33.53 nos Each 213.50 5029.50
(ii) Overhead Charges @ 10% on (i) 1005.90
(iii) 2% Sundries,T&P on(i) 201.18
Total (i+ii+iii) 11266.08

(iv)Add for excavation of foundation 20% on (i+ii+iii) 2253.22

13519.30
Add for workers welfare cess 1% on (i+ii+iii+iv) 135.19
13654.49
Or Say 13654.50 /100 cum

Assistant Engineer Asst. Executive Engineer Executive Engineer

RWS&S Section, RWS&S Sub-Divn. RWS&S Division, Jagatsinghpur
 HEAD WORKS

Sl.No. Description of item Unit Quantity Rate Amount

1 Production Well ( 200 mm diax246m deep. ) No 0 717344.00 0.00

(Annexture - E - 1 )
2 Construction of switch room for electrical installation
of the pump and consumable store for operation and
maintenance .
No 1 338340.00 338340.00
(Annexture - E - 2 )

3 Internal electrification to the switch room with

provision for electrical installations for the pump
No 1 23,071.00 23071.00
(Annexture - E - 3 )

4 COST OF PUMP,MOTOR& ACCESSORIES: No 1 118,529.00 118529.00

5 Supplying of 15 KVA Voltage Stabilizer IN 3 Phase

power Supply input 150 watt volt & Output 450 watt
volt & indecater with ampair meter & all complete.
(SERVOR STABILIZER) .Including Taxes
Each 1 60000.00 60000.00

6 Compound wall arround the head works No 1 268,590.00 268590.00

7 Site development of head works with production well p No 1 86,536.29 86536.29

Total Rs 895,066.29
Or Say 895,066.00
 ESTIMATE FOR CONSTRUCTION OF PUMP CHAMBER
Sl. No. ITEMS No L B H Qnty. Unit Rate Amount
1 2 3 4 5 6 7 7 9 10
NB:
CE NTER LINE LENGTH :-
Long Wall- 2.00 x 6.00 12.00 Mtr
Short Wall - 3.00 x 3.55 10.65 Mtr
1.00 x 2.75 2.75 Mtr
Total Wall 25.40 Mtr
1

Earth work in excavation of foundation in all kinds

of soil wiyhin initial lead and lift including rough
dressing and breaking clods etc complete .
Column - 7 1.20 1.20 1.20 12.10 cum
Step 1 1.80 1.00 0.30 0.54 cum
12.64 %cum 11803.90 1491.54
2 Sand filling in foundation & plinth incl. Watering
& Ramming etc. all complete.
Sand Filling - Inside
Column - 7 1.20 1.20 0.15 1.51 cum
Room Inside - 1 3.00 3.30 1.20 11.88 cum
1 2.50 1.80 1.20 5.40 cum
Verandah 1 2.50 1.25 1.20 3.75 cum
Step 1 1.80 1.00 0.08 0.14 cum
22.69 cum 260.50 5909.70
3 C.C. (1:4:8) with metal 4 cm size in foundation and
plinth incl. Laying & hoisting etc. all complete: -
Column - 7 1.20 1.20 0.15 1.51 cum
Room Inside - 1 3.00 3.30 0.10 0.99 cum
1 2.40 1.80 0.10 0.43 cum
Verandah 1 2.40 1.25 0.10 0.30 cum
Step 1 1.80 1.00 0.08 0.14 cum
3.38 cum 4298.60 14520.67
4 Supplying all labour,T&P and materials for RCC
works in cement concrete (1:1.5:3)with 12mm size
crusher broken hard granite chips including hoisting
and laying etc.complete asper the direction of
Engineer-In-Charge.
Column footing 7 1.20 1.20 0.20 2.02 cum
7 0.73 0.73 0.20 0.74 cum
Up to grade beam 7 0.25 0.25 0.50 0.22 cum
Plinth 7 0.25 0.25 1.30 0.57 cum
Grade Beam 1 25.40 0.25 0.25 1.59 cum
Column - 7 0.25 0.25 2.85 1.25 cum
Lintel &Roof beam - 2 25.40 0.25 0.15 1.91 cum
Chajja - 2 1.50 0.60 0.05 0.09 cum
1 1.05 0.60 0.05 0.03 cum
Front 1 3.60 0.60 0.05 0.11 cum
 1 1.75 0.60 0.05 0.05 cum
Roof - 1 6.45 4.10 0.10 2.64 cum
Total Qnty. 11.21 Cum 6464.70 72471.39
5 Supplying all labour for M.S. reinforcement for
RCC works including cutting,bending and binding
and tying the grills and placing in-position including
costr of binding wire 11 to 20 gauge etc.all
complete asper the direction of Engineer-In-Charge
Qnty. 11.21 qntl 5686.10 63743.03

6 Supplying all labour,T&P and materials for Regid

and smoth centering & shuttering to R C C work
and dismantling the same after casting etc.
all complete asper the direction of
Engineer-In-Charge.
Grade beam – 2 25.40 0.25 12.70 Sqm
12.70 Sqm 85.50 1085.85
Columnup to plinth 7 1.80 1.00 12.60 Sqm
Column 7 2.85 1.00 19.95 Sqm
32.55 Sqm 515.00 16763.25
Lintel 2 25.40 0.15 7.62 Sqm
5 1.05 0.25 1.31 Sqm
8.93 Sqm 219.20 1958.00
Chajja 2 1.50 0.60 1.80 Sqm
1 1.05 0.60 0.63 Sqm
1 3.60 0.60 2.16 Sqm
1 1.75 0.60 1.05 Sqm
Roof 1 6.45 4.10 26.45 Sqm
2 6.45 0.10 1.29 Sqm
2 4.10 0.10 0.82 Sqm
34.20 Sqm 331.10 11321.96
7 Supplying all labour,T&P and materials for Brick
work with K.B.Brick having crushing strength
between100/kg/Cm2 in cement mortar(1:6)
in Foundation & Plinth asper direction of Engineer-In-
charge.
Below G B 1 25.40 0.25 1.30 8.26 Cum
Total Qnty. 8.26 cum
Deduction
Column 7 0.25 0.25 1.30 0.57 cum
Qnty. ( - ) 0.57 cum
Net Qnty. 7.69 cum 4245.00 32628.13
8 Supplying all labour,T&P and materials for Brick
work with K.B.Brick having crushing strength
between100/kg/Cm2 in cement mortar(1:6)
in super structure asper direction of Engineer-In-
charge.
Ground Floor 1 25.40 0.25 2.85 18.10 Cum
 Total Qnty. 18.10 cum
Deduction
pillar 7 0.25 0.25 2.85 1.25 cum
D1 1 1.05 0.25 1.95 0.51 cum
D2 1 0.75 0.25 1.95 0.37 cum
W1 2 1.20 0.25 1.20 0.72 cum
W2 1 0.90 0.25 1.20 0.27 cum
Ver Opening 1 1.25 0.25 1.95 0.61 cum
Ver Opening 1 2.50 0.25 1.95 1.22 cum
Qnty. ( - ) 4.94 cum
Net Qnty. 13.16 cum 4278.40 56282.35

9 Supplying all labour,T&P and materials for 12mm

thick cement plaster(1:6)over brick work etc.
all complete asper the direction of Engineer-
In-Charge.
Outside Wall -
2 6.25 3.00 37.50 Sqm
2 3.80 3.00 22.80 Sqm
60.30 Sqm
Deduction
Ver Opening 1 2.50 1.95 4.88 Sqm
Qnty. ( - ) 4.88 Sqm
Net Qnty. 55.43 Sqm 103.70 5747.57
10 Supplying all labour,T&P and materials for 16 mm
thick cement plaster(1:6)over brick work etc.
all complete asper the direction of Engineer-
In-Charge.
Inside Wall -
Room Inside -2x (L+B) 2 (3.00+3.30) 3.00 37.80 Sqm
2 (2.50+1.80) 3.00 25.80 Sqm
Verandah 2 (2.50+1.25) 3.00 22.50 Sqm
86.10 Sqm
Deduction -
D1 1 1.05 1.95 2.05 sqm
D2 1 0.75 1.95 1.46 sqm
W1 2 1.20 1.20 2.88 sqm
W2 1 0.75 1.20 0.90 sqm
Area (-) 7.29 Sqm
Net Area 78.81 Sqm 145.90 11498.38
11 Supplying all labour,T&P and materials for 12 mm thick C P in CM (1:4)
including neat cement punning etc. complete as per direction of Engineer
in Charge.

Top of Wall 1 25.40 0.25 6.35 Sqm

Outside Wall plinth protection -
2 6.25 1.35 16.88 Sqm
2 3.80 1.35 10.26 Sqm
33.49 Sqm
33.49 Sqm 122.30 4095.22
12 Supplying all labour ,T&P materials for providing
2.50 cm thick Grading concrete (1:2:2) over
roof slab using 6 mm size all complete asper
the direction of the Engineer-In-Charge.
Roof - 1 6.55 4.10 26.86 Sqm
26.86 Sqm 241.90 6496.22
13 Cost of M S Grills & Shutters with fabrication of approved
design with cost of all etc.
D1 1.05 1.95 2.05 sqm
D2 0.75 1.95 1.46 sqm
3.51 sqm .@40kg/sqm 140.40
W1 2x1.2 1.20 2.88 sqm
W2 0.75 1.20 0.90 sqm
3.78 sqm .@50kg/sqm 189.00
Total= 329.40
Or say 329.00 kg 70.00 23030.00
14 2.5 cm artificial stone flooring with Cement concrete (1:2:4) including
punning using 12mm size crusher broken granite chipps.
Room Inside - 1 3.00 3.30 9.90 sqm
1 2.50 1.80 4.50 sqm
Verandah 1 2.50 1.25 3.13 sqm
Door Seal 2 1.05 1.05 2.21 sqm
19.73 sqm
19.73 sqm 246.70 4867.39
15 Supplying all labour,T&P, materials for painting
two coats over a coat of primer of approved
make to window & door shutter etc. all
complete as per direction of Engineer-in-charge
D1 1 1.05 1.95 2.00 4.10 sqm
D2 1 0.75 1.95 2.00 2.93 sqm
W1 2 1.20 1.20 2.75 7.92 sqm
W2 1 0.75 1.20 2.75 2.48 sqm
17.42 Sqm 126.90 2209.96

19 . Supplying all labour, T & P for two coats of cement

paint of approved make to walls etc complete as per
the direction of Engineer-in-charge.
Area as item- 9 55.43 Sqm
Area as item- 10 78.81 Sqm
Area as item- 14 19.73 Sqm
153.97 Sqm 24.10 3710.56
Total 338339.65
Grand Total 338340.00
 Junior Engineer, Assistant Engineer
R W S & S Section, RWS&S Sub-Divn,
 36
ANNEXTURE - E -6
ESTIMATE FOR CONSTRUCTION OF BOUNDARY WALL
N B : CENTER LINE LENGTH
Length of Side Wall : 4x 20.00 m 80.00 Mtr
80.00 Mtr
1 Supplying all labour,T&P and materials forearth work
excavation of foundation in all kinds of soil including
dressing and leveliing the bed as directed by the Engineer-
In-Charge.

Column 20 1.00 1.00 1.00 20.00 cum

Total Qnty. 20.00 Cum 11803.90 Rs. 2360.78
2 Supplying all labour,T&P and materials for filling of
foundation with sand including watering and ramming
with all cost , carriage , royality etc complete .

Column 20 1.00 1.00 0.15 3.00 cum

Total Qnty. 3.00 Cum 260.50 Rs. 781.50
3 Supplying all labour,T&P and materials for cc ( 1 :4 :8 )
using 40 mm bhgcb metal including watering and curing
with all cost , carriage , royality etc complete .

Column 20 1.00 1.00 0.15 3.00 cum

Total Qnty. 3.00 Cum 4298.60 Rs. 12895.80
2 Supplying all labour,T&P and materials for RCC works in
cement concrete (1:2:4)with 12mm size crusher broken
hard granite chips including hoisting and laying etc.
complete as per the direction ofEngineer-In-Charge.

Column footing 20 1.00 1.00 0.15 3.00 cum

20 0.63 0.63 0.15 1.18 cum
Upto Brade Beam 20 0.25 0.25 0.55 0.69 cum
GB 1 80.00 0.25 0.20 4.00 cum
Column 20 0.25 0.25 1.50 1.88 cum
Total Qnty. 10.74 Cum 5793.30 Rs. 62241.77
3 Supplying all labour for M.S. reinforcement for RCC works
including cutting,bending and binding and tying the grills
and placing in-position including costr of binding wire 11
to 20 gauge etc.all complete asper the direction of
Engineer-In-Charge

A RCC Works 10.74 Cum

Qnty. 10.74 Cum 1.00 10.74 qntl 5686.10 61090.04
4 Supplying all labour,T&P and materials for Regid and
smoth centering & shuttering to R C C work and
dismantling the same after casting etc. all complete as per
direction of the Engineer-In-Charge.

Grade beam – 2 80.00 0.20 32.00 Sqm

Column- 20 1.00 2.05 41.00 Sqm
73.00 Sqm 85.50 6241.50
5 Supplying all labour,T&P and materials for Brick work with
K.B.Brick having crushing strength between100/kg/Cm2 in
cement mortar(1:6) in Super Structre asper direction of
Engineer-In-Charge .

Wall 1 80.00 0.13 1.50 15.60 Cum

Brick Pillers 25 0.25 0.13 1.50 1.22 Cum
Top 1 80.00 0.25 0.08 1.60 Cum
18.42 Cum
Deduction :
Gate 1 3.00 0.13 1.50 0.59 Cum
Column 20 0.25 0.25 1.50 1.88 Cum
2.46 Cum
Net Qnty 15.96 Cum 4278.40 68277.92
6 Supplying all labour,T&P and materials for 12mm thick
cement plaster(1:6)over brick work etc. all complete asper
the direction of Engineer-In-Charge.

Out Side & Inside Wall -

2 80.00 1.50 240.00 sqm
2 80.00 0.25 40.00 sqm
25 0.13 1.50 4.88 sqm
Top 1 80.00 0.13 10.40 sqm
Area 295.28 Sqm
Deduction :
Gate 2 3.00 1.75 10.50 Sqm
10.50 Sqm
Net Qnty 284.78 Sqm 103.70 29531.17
7 Supplying all labour, T & P for two coats of cement paint of
approved make to walls etc complete as per the direction
of Engineer-in-charge.

Area as item- 7 284.78 Sqm

284.78 Sqm 24.10 Rs 6863.08
8 Cost of M S Grills Gate with fabrication of approved design
with cost of all etc.

Gate 1 3.00 1.50 4.50 Sqm

4.50 Sqm
247.50 Kg 70.00 Rs 17325.00
9 Supplying all labour,T&P, materials for painting two coats
over a coat of primer of approved make to window &
door shutter etc. All complete as per direction of Engineer-
in-charge

Gate 3 3.00 1.20 10.80 Sqm

10.80 Sqm 90.90 981.72

Total Rs. 268590.26

Grand Total ( Say) Rs. 268590.00

Assistant Engineer, Asst. Executive Engineer,

RWS&S Section, Manijanga R WS&S Sub-Division,Raghunathpur
 Annexure-E-6

DETAIL ESTIMATE FOR CONSTRUCTION OFAPPROACH ROAD AND SITE DEVELOPMNT

Sl.No Description Qty Unit Rate Amount
1 Supplying all labour T&P for earth work in excavation in all kinds
of soil within 50 Mtr. Initial lead and 1.5 Mtr. Initial lift including
dressing and leveling the bed and site and breaking the clouds to
maximum 5 CM to 7 CM and laying in layers not exceed 0.30 Mtr.
in depth and as per the direction of Engineer-in-charge.

2 X 10.00 = 20.00 M
20.00 M
Fdn 1 X 20.00 X 0.45 X 0.45 = 4.05 Cum
4.05 Cum 4.05 100 Cum 11803.90 478.06
2 Supplying all labour T&P for filling foundation and plinth with sand
well watered and rammed including all cost carriage, royalty etc.
all complete as per the direction of Engineer-in-charge.

Fdn 1 X 20.00 X 0.45 X 0.15 = 1.35 Cum

Inside campus1 X 15.00 X 15.00 X 0.60 = 135.00 Cum
136.35 Cum 136.35 Cum 260.50 35519.18
3 Supplying all labour T&P for PCC (1:4:8) using 4 CM size black
hard granite metal crosser broken including all cost, carriage,
royalty etc. all complete as per the direction of Engineer-in-
charge.

Below Foundn 1 X 20.00 X 0.45 X 0.15 = 1.35 Cum

Inside Appr road 1 X 10.00 X 2.00 X 0.10 = 2.00 Cum

3.35 Cum 3.35 Cum 4298.60 14400.31
4 Supplying all materials labour T&P for KB brick masonry in
cement mortal (1:6) in foundation and plinth including all cost,
carriage, royalty etc. all complete as per the direction of Engineer-
in-charge.

1st footing 1 X 20.00 X 0.50 X 0.15 = 1.50 Cum

1 X 20.00 X 0.38 X 0.15 = 1.14 Cum
Plinth 1 X 20.00 X 0.25 X 0.45 = 2.25 Cum
4.89 Cum 4.89 Cum 4245.00 20758.05
5 Supplying all materials labour T&P for PCC with cement concrete
(1:2:4) using 12 mm size crosser broken hard granite chips
including cost of all materials, carriages, royalty etc. all complete
as per the direction of Engineer-in-charge

Inside Appr road 1 X 10.00 X 2.50 X 0.075 = 1.88 Cum

1.88 Cum 1.88 Cum 5793.30 10891.40
6 Supplying all materials labour T&P for 12 mm thick cement plaster
in cement mortal (1:6) finished smooth including cost of all
materials, carriage, royalty etc. all complete as per the direction of
Engineer-in-charge (Outside)

Outide 2 X 10.00 X 0.60 = 12.00 Sqm

12.00 Sqm 12.00 sqm 103.70 1244.40
7 Supplying all materials labour T&P for construction of production
well platform all complete as per the direction of Engineer-in-
charge 0.00 each 12624.00 0.00
8 display board 1 each 3244.89 3244.89
total 86536.29
 PUMP MOTOR & ACCESSORIES
Sl No.
Description of Material Qnty Unit

1 Supplying of all labour,T&P,material including taxes for fitting & fixing of ISI
marked star labeled three phase vertical stainless steal submersible pump
set (KSB/Kirloskar/Crompton/Texmo/CRI make) having duty of discharge of
8LPS & 45 mtr Head with standby pump set along with suitable control
panel board. The starter (conrol panel board) should have ISI marked &
reputed make (BCH, Havels,L&T, .............,consisting of CRCA sheet with
powder coating to both sides of box including proper locking
system,contactor,volt meter,ampere meter,weather proof auto manual
switch,shunt capacitor,phase indicator lamp,selector switch & light on-off
switch,single phase preventer etc. ,ISI marked required power capacitor.ISI
marked PVC insulated & sheathed heavy duty 6 mm2 three core flat cable
with copper conductor-80m long.The exposed of flat cable from source to
pump house should be encashed with HDPE pipe. The 35 mm2 x 31/2 core
round armoured cable of ISI make with aluminium conductor of required
length for connecting DP to main switch.Fitting, fixing & lowering of pump set
by 80mm dia GI (medium grade) /HDPE Column pipe ( 8 nos ) of 3. 0m long
with galvanized flange fittings,rubber insertion, stainless steel rope/ gare weir
rope, Glavanized M S Clamp connected through ISI marked PVC insulated &
sheathed heavy duty 6 mm2 three core flat cable with copper conductor-24m
long. suitable arrangement for rigid fixing of coloumn pipe to the top of the
production well with well cap, nut & bolt, well cover connecting the column
pipe to the rising main through 100 mm dia G I(medium grade) pipe with
accessories for required length including fixing of sluice valve, AR valve, NR
valve and 15 mm dia .......kgf/ cm2 brass pressure gauge to be fixed in the
pump house through 15 mm dia sch-80 ASTM PVC pipe / G.I. pipe etc.
complete with testing,trail running & commissioning as per direction of the
Engineer - in Charge.

1 Submerssible Pump set -5 H P,Dischrge-…….. LPS, Head -45mtr with 100% standby 2.00 Each

2 Auto Start control panel board 1.00 Each

3 Three core Flat cable 6 sq.mm) 80.00 Each
4 35 mm2 Round Armod Cable 30.00 Each
5 Brass Pressure gauge of 10kgf/sec prssure 1.00 Each
6 80mm GI Medium grade flanged collumn pipe 10'0"long each 8.00 Each
7 80mm GI 0.60mtr Short piece one end threaded and other end flanged 1.00 Each
8 80mm GI clamp to hold collumn pipe 2.00 pair
9 200mm dia GI fabricated Production Well Cover 1.00 Each
10 GI Nut & Bolt 10.00 Kg
11 6mm thick Rubber insertion 10.00 Kg
12 6mm Stainless steel rope 60.00 mtr
13 32mm HDPE pipe 20.00 mtr
14 Lowering , Testing & commissioning . 1.00 Each
15 150 mm dia G I Z - bend 1.00 Each
16 TRIPOID STAND 1.00 Each
 49
ANNEXTURE - E - 5

7.5 H P
Sl No.
Description of Material Qnty Unit

1 Cost of 7.5 H P three phase submerssible pump set with discharge of 7 LPS & 50 mtr
Head along with suitable panel board, power capacitor, 6 mm 2 three core flat copper
cablem 35 mm2 x 31/2 core round armour cable with 100 % stand by pump set.

a Submerssible Pump set - 10 H P 1.00 Each

b Auto Start controle panel board 1.00 Each
c Three core PVC Flat cable 6 sq.mm 80.00 Each
d 35 mm2 Round Cable 30.00 Each
e Power Capacitor 1.00 Each
f Stand by Submerssible pump set 1.00 Each

Total

Junior Engineer, Assistant Engineer

R W S & S Section,Balasore RWS&S Sub-Divn, Balasore

Executive Engineer
RWS&S Division, Balasore
 Rate Amount

25000.00 50000.00

4500.00 4500.00
169.00 13520.00
175.00 5250.00
0.00 0.00
3114.00 24912.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
40.00 800.00
4000.00 4000.00
15547.00 15547.00
0.00 0.00
 Total 118529.00

Rate Amount

35400.00 35400.00
8500.00 8500.00
154.00 12320.00
168.00 5040.00
14200.00 14200.00
35400.00 35400.00

110860.00

Assistant Engineer
 RWS&S Sub-Divn, Balasore

sion, Balasore
 31
ANNEXTURE - E - 3
ESTIMATE FOR INTENAL WIRING TO PUMP- HOUSE

Sl Estimated
Item of work Qnty Unit Amount
No. cost

PART - A
1 Surface wiring to light point in Sqmm pvc single
multistand cupper wire run inside the casing
capping with continious running earth including
cost of all materials & required labour charges
and taxes materials
a) Short point 6 No 321.00 1926.00
b) Medium point 1 No 503.00 503.00
c) Long point 1 No 744.00 744.00
2 Surface wiring to Fan point in Sqmm pvc single
core multistand cupper wire run inside the
casing capping with 5 Amp.switch including
cost of all materials,labour charges and taxes
as applicable (Medium point) 1 No 570.00 570.00
3 Surface wiring to 3 pin 5 Amp.plug point in sqmm
pvc single core multistand copper wire in exist-
board with connection of running earth 1 No 62.00 62.00
4 S/F of back light Angle holder 2 No 30.00 60.00
5 S/F of 10 Amp. Fuse unit 1 No 54.00 54.00
6 S/F of indicator lamp 1 No 54.00 54.00
7 S/F of 16 Amp.KDP main switch of ISI make on
casing board including cost of all materials and
labour including all taxes applicable 1 No 410.00 410.00
PART -B
1 Supply of 100 Amp.415 volt KTPN main switch
with fuse unit and neutral bar.The main switch
to be fixed on M.S.Frame with nuts & bolts by
drilling holes on M.S.Frame complete with all
accessaries including cost of all materials and
earthing connection. 1 No 3959.00 3959.00
2 Supply of M.S.clamp set for fixing of 4 nos of
100 Amp.kitkat inside the pump house. 1 set 428.00 428.00
3 Supply of 100 Amp.Kit Kat of good quality to be
fixed inside the pump house. 4 No 375.00 1500.00
4 Surface wiring of Motor point,pannel board from
100 Amp.Kit Kat,main switch by 7/18 pvc copper
wire of I.S.I marked with the materials required
as detailed below
a)7/18 pvc single core copper wire 36 Mtr 43.00 1548.00
b) PVC flexible pipe 5 Mtr 32.00 160.00
c) Flexible pipe saddle 20 No 2.00 40.00
d) No.10 earthing copper wire 4.5 Kg 508.00 2286.00
e) Anchor bolt 4" 8 No 21.00 168.00
f) Nut bolt 1/4" 16 No 5.00 80.00
 g) Nut bolt 3/16 12 No 3.00 36.00
h) 10 mm earthing socket 12 No 24.00 288.00
32
i) 10 mm Ring socket 12 No 16.00 192.00
j) 25 mm Ring socket 6 No 27.00 162.00
k) Nail of different sizes 0.3 Kg 54.00 16.20
l) 4 mm thick copper Bush bar plate 12" length 1 No 428.00 428.00
5 S & F of standard earthing confirming to I.S.
3043/1987 including supply and fixing of 38mm /
40 mm dia heavy duty G.I. pipe 3 mtrs long
confirming to IS 1239 Part-I/1990.The pipe shall
have 12 mm dia perforted holes at 15 cm interval
centre to centre up to 2.5 mtrs height from the
bottom.E#xcavation of pit size of 0.75 mtrs x 3
mtrs.The earth pit shall have altenate layer of
charcoal & salt around the electrode up to a
depth of 465 mm from the bottom with fitting and
fixing of copper plate of size 12"x12"x4 mm at
bootom of the pipe with soldering complete with
No.10 copper wire bolted with copper plate. 2 No 2140.00 4280.00
PART-C
BLEACHING PUMP WIRING
1 1.5 mm2P V C copper 15 Mtr 21.00 315.00
2 P V C flexible pipe 3 Mtr 32.00 96.00
3 P V C Saddle 10 No 2.00 20.00
4 Gutka 0.50 Pkt 34.00 17.00
5 1" & 1.5" Screw 15 No 2.00 30.00
6 Earthing wire No.10 copper 0.3 Kg 508.00 152.40
7 8" x 10" casing board 1 No 86.00 86.00
PART-D
1 Labour charges for internal single phase and
three phase electrical wiring 1 No 2400.00 2400.00
Total 23070.60
Say 23071.00

Assistant Engineer, Asst. Executive Engineer,

RWS&S Section, Manijanga R WS&S Sub-Division,Raghunathpur
 DISTRIBUTION SYSTEM
Estimate for Laying of pipe line with construction of S.V Chamber,RCC ring water tank & 100%

Sl Items of work No Length (m) Breadth Height (m)

no (m)
1 2 3 4 5 6
A Laying of pipe line
1 Supplying all labour T&P,for earth work in all kinds of soil within 50 mtr initial lead and 1.5 mtr
initial lift including dressing and leveling the bed and site and breaking the clouds to maximum 5
cm to 7 cm and laying in layers not exceed 0.30 mtr. In depth and as per the direction of
Engineer- in-charge.

b 160 mm HDPE pipe 1 x 0.00 x 0.46 x 1.00 =

c 110 mm HDPE pipe 1 x 1500.00 x 0.41 x 1.00 =
d 90 mm HDPE pipe 1 x 1500.00 x 0.39 x 0.99 =
Total =

2 Supplying all labour,T&P, for laying in trenches High Density Polythene pipes and specials of following
outsisde diameter and class 1 to 3 jointing by fusion welding method including testing as per specification
confirming to IS: 4984-1995 with ISI marked specials & fittings & testing as per specification etc. complete
as per the direction of Engineer-in-Charge. ( pipes are to be supplied by contractor with pre & post
delivery inspection certificate from CIPET and manufacturing test certificate from the manufacturer).

160 mm HDPE Pipe Grade PE 80 PN 6.0

b =
c 110 mm HDPE Pipe Grade PE 80 PN 6.0 =
d 90 mm HDPE Pipe Grade PE 80 PN 6.0 =
3 Supplying all labour T & P and refilling the trenches with excavated materials including watering
and ramming etc. all complete as per the direction of Engineer-in-Charge.

b 160 mm HDPE pipe

0.785 x 0.00 x 0.16 x 0.16 =
c 110 mm HDPE pipe
0.785 x 1500.00 x 0.11 x 0.110 =
d 90 mm HDPE pipe
0.785 x 1500.00 x 0.09 x 0.09 =

Total Qty = 1194.15 .- 23.79 =

4 Supplying all materials labour, T & P for fitting and fixing of the following cast iron sluice valve with
double flanged ends for water works purpose for rating PN-1-6 (IS :780-1984) and nominal
diameters including cost of cast iron sluice valves of IS marked as per ISI No. 14846/2000, bolts,
nuts and rubber insertion as per PH specification etc. all complete and as per the direction of
Engineer-in-Charge.

a 80 mm Sluice Valve =
b 100 mm Sluice Valve =
c 150 mm Sluice Valve =
e 150mm C.I. N.R Valve =
f 15mm Air Valve =
 5 Supplying of all materials, labour and T&P and construction of R C C valve and N.R. Valve
chamber as per approved drawing, design & specification.

=
6 Supplying of all materials, labour and T&P and construction of over head tank on top of pump
house made of 4 nos precast RCC ring as per drawing, design & specification.

=
7 Supplying of all materials, labour and T&P and construction of single mouth standpost as per
approved drawing and design etc all complete as per the direction of Engineer-in-Charge.

=
8 Supplying of all materials, labour and T&P and provision for 100% house connection including
cost of EW pipe ,laying,saddle,ferrule,water meter & tap fittings etc standpost as per approved
drawing and design etc all complete as per the direction of Engineer-in-Charge.

=
9 Supplying of all materials, labour and T&P and constructing RCC stand alone of 2000 litre capacity
rectangular including fitting fixing all valves & fittings as per the direction of the Engineer in
charge.connection including cost of EW pipe ,laying,saddle,ferrule,water meter & tap fittings etc standpost
with tile fixing as per approved drawing and design etc all complete as per the direction of Engineer-in-
Charge.

10 Supplying of all labour,T&P,materials including taxes for cutting CC roads for taking
pipelines all. complete as per direction of the Engineer in charge. (After the permission
granted from the department then road cutting should be done )

400 x 0.45 x 0.15 =

11 Supplying of all labour,T&P,materials including taxes for making good to the damages
of C.C Road in C.C (1:2:4) all. complete as per direction of the Engineer in charge

400 x 0.45 x 0.15 =

12 Supplying of all labour,T&P,materials including taxes for cutting Asphalt roads for taking
pipelines and making good to the damages etc. complete as per direction of the
Engineer in charge .(After the permission granted from the department then road cutting
should be done )

Supplying of all labour,T&P,material,including taxes for

laying in trenches galvanised mild steel tubes (medium
grade) with fittings & specials conforming to IS 1239 part I
of the following nominal door including testing etc.
complete as per specificaiotn and direciton of Engineer in
13 charge.
a Fabrication work in Distribution system
150mm dia G.I. Pipe (MG)(Tata/Jindal make) =
100mm dia G.I. Pipe (MG)(Tata/Jindal make) =
80mm dia G.I. Pipe (MG)(Tata/Jindal make) =
150mm dia G.I bend =
100mm dia G.I bend =
80mm dia G.I bend =
150 mm dia G.I flange =
100 mm dia G.I flange =
80 mm dia G.I flange =
100mm dia G.I. Equal Tee =
80mm dia G.I. Equal Tee =
5/8" Nut Bolt =
Rubber insetion =
water tank & 100% House connection

Quantity Unit Rate Amount

7 8 9 10

0.00
615.00
579.15
1194.15 %cum @ 11803.90 140956.27

0.00 Rm @ 824.20 0
1500.00 Rm @ 421.50 632247.00
1500.00 Rm @ 292.00 438006.00

0.00

14.25

9.54
23.79
1170.36 cum @ 65.60 76776.00

3 Nos @ 3513.00 10539.00

3 Nos @ 4685.00 14055.00
1 Nos @ 7333.00 7333.00
1 Nos @ 5145.00 5145.00
4 Nos @ 578.00 2312.00
 6 Nos @ 11182.00 67092.00

1 No @ 14730.00 14730.00

1 No @ 9357.00 9357.00

228 No @ 1000.00 228000.00

9 No @ 42816.81 385351.30

27.00 cum @ 934.28 25225.56

27.00 cum @ 5793.30 156419.10

100 Mtrs @ 221.40 22140.00

8 mtr 1501 12008

18 mtr 952 17136
24 mtr 659 15816
2 Nos @ 1966 3932
4 Nos @ 936 3744
6 Nos @ 562 3372
4 Nos @ 431 1724
8 Nos @ 318 2544
15 Nos @ 243 3645
0 Nos @ 1512 0
3 Nos @ 1200 3600
14 kg 70 980
7 kg 70 490
Grand Total 2304675.23
 PIPE AND VALVE STATEMENT OF AUG.PWS TO TULANGA
AND IT'S ADJOINING VILLAGES

Station 150mm 160mm 110mm 90mm 150MM 150MM 100MM 80MM 15MM
PVC PIPE HDP PIPE HDP PIPE
HDP PIPE EXISTING NRV S VALVE S VALVE S VALVE AV

SA 350 1 1 1 1
AB 500 1 1
BC 100 1 1
CD 300 1
DE 200
EF 100 1
FG 50
GH 200
HI 1500 1
AJ 900 1 1
JK 680 1
KL 720
JJ1 500 1
J1J2 800 1
JJ4 50 1
J4J5 150
J5J6 550 1
BB1 500
B1B2 500
B2B3 200
B3B4 200 1
DD1 600 1
D1D2 200 1
CC1 100 1
C1C2 100
C2C3 600 1
C2C4 50
C4C5 100
C4C6 100
AA1 100
A1A2 217
A1A3 200
HH1 200
GG1 150
FF1 100
EE1 200
D1D3 200
C1C7 100
B3B5 100
B2B6 200
J5J7 200 1
J5J8 300
J4J9 350
J1J3 350 1
KK1 280
350 1900 3130 8767 1 3 8 8 5

Assistant Engineer Asst.Executive Engineer

RWS&S Section, Manijanga RWS&S Sub-Division, Raghunathpur
 TREATMENT UNIT
1 BLEACHING DOZER CHLORINATION SYSTEM(ISI MARK)
Circular hopper bottom fibre tank supported with
galvanized rod duly fixed over the ground through
suitable foundation and nut and bolt having whole
arrangement of bottom to remove the bleaching 1 no
residuals fitted with power agitator to stir the solution
and having suitable arrangement for decantation to
another fibree covered container fitted with a suitable
2 reciprocating dozing pump to feed the solution to the
Supplying, erection, fitting, testing and
rising main afterofESR
commissioning carrying
package discharge
type IRON of 11lps at
REMOVAL
15mtr
PLANThead.
with assesories (Provisional) 1 no
T
ELEVATED STORAGE RESERVOIR
1
Supplying of all labour ,T&P,material for soil testing,
supply of design,
drawing,construction,erection,testing &
commissioning etc. of RCC elevated storage reservoir
of 2lakh ltrs capacity with necessary staging height of
12 mtr consisting of 6 nos of RCC columns and
spherical dome using RCC M-25 , 2 nos ISI marked
100/150 mm dia CI sluice valve ,2 nos of 100/150 mm
dia D/F butterfly valve & its RCC valve chambers as
per approved drawing,supplying ,fitting & fixing of
100/150mm dia medium grade GI pipe Tata/Jindal
make confirming to IS specification of required length
from production well to ESR & ESR to distribution
main including CI/GI inlet,outlet,overflow & washing
line (double flanged CI column pipe) of ESR as per site
condition, RCC stair case with 32 mm dia structural
stainless steel handrail around dome and landing etc. 1 No
and stainless steel ladder inside and outside the ESR,
lightening arrester confirming to IS specification,
digital water level indicator, 100mm dia CI puddle
collar, 0.6m dia CI manhole cover at dome, RCC vent
with brass jally,etc complete as per direction of the
engineer-in-charge.(The contractor shall execute the
work after preparing the design and detail drawing in
5 sets from qualified engineer and to approve
structural design & drawing from state technical
Agency(STA): IGIT Sarang/CET,BBSR/VSSUT,Burla/NIT
Rourkela/IIT ,BBSR at his own cost).Approach CC
road, site developement as per site condition &
construction of 1.00m wide CC apron around the ESR
should be made by the contractor etc. complete as
per direction of Engineer-in-Charge.
 Rourkela/IIT ,BBSR at his own cost).Approach CC
road, site developement as per site condition &
construction of 1.00m wide CC apron around the ESR
should be made by the contractor etc. complete as
per direction of Engineer-in-Charge.

T
 60000.00 60000.00

0 0.00
Total 60000.00
OIR

1560000.00 1560000.00
Total 1,560,000.00
 Annexture- E -9
1) RCC sluice valve chambe(0.90m X 0.90m X 1.10m)

Sl. No LengthBreadth Height Qnty. Unit Rate Amount

No. Item description
in Rmin Rm in Rm in No./Rm/Sqm/Cum in Rs in Rs
1 2 3 4 5 6 7 8 9 10
a) Earth Work in all kinds of soil within
initial lead of 50.00m and 1.5m initial
Chamber
lift including rough dressing and
levelling the bed with all labour T&P 1 1.40 1.40 1.35 2.65 Cum
etc. complete as directed by the 2.65 %Cum 11803.90 312.33
Engineer - in Charge.

b) Filling in foundation and plinth with

sand well watered , rammed etc
including all cost conveyance roalty
,labour and T&P etc. complete as
directed by the Engineer - in Charge.

1 1.40 1.40 0.15 0.29 Cum

0.29 Cum 27.81 8.00
RCC (1:1/2:3) using 12 mm size hard
c) granite crusher broken chips with all
cost conveyance,royalty,taxes etc all
complete.
Bottom 1 1.40 1.40 0.10 0.20 Cum
Side Walls 4 1.05 1.10 0.15 0.69 Cum
Top Slab 1 1.20 1.20 0.08 0.12 Cum
1.00 Cum 5129.80 5151.35

f) Supplying , fitting , fixing & placing

uncoating bar reinforcement complete
Taking 1.00 qntl/cum of item no:-(e 1.00
as per drawing & technical
specification complete. 1.00 Qntl 5686.10 5710.00

Total 11181.68
or Say 11182.00

Assistant Engineer, Asst. Executive Engineer,

RWS&S Section, ManijangaR WS&S Sub-Division,Raghunathpur
Supplying of all labour T&P,materials including taxes for construciton of RCC stand alone of
2000 ltr. Capacity & size 1.5 x 1.2 x1.1 mtr including fitting & fixing of saddle 1/8" GM ferruel
1/2" GM Stock cock other valves & fitting confirming to given drawing design &
specificaiton etc. complete as per direciton of Engineer in charge.

Sl. Item Qnty Unit Rate Amount

No. (in Rs.) (in Rs.)
1 Supplying all materials, labour T&P for Earth work
excavation of foundaiton trenches in hard soil
including dressing of sites and levelling the bed of to
the required depth & depositing the excavated
materials away from the work site within 50m initial
lead ^ 1.5 mtr. initial lifts with sundries & T&P
required for the work complete as directed by the
E.I.C

Base 4 0.6 0.6 0.9 1.296

drain 1 2 0.25 0.18 0.090
100cu 12795.80
1.386 m 177.35
2 Supplying and filling in foundation trenches and
plinth, ditches with sand well watered and rammed
in layers not exceeding 23cm in depth with all lead
and lift including cost, conveyance loading royalities
and taxes of all materials cost of all labour sundries,
T&P required for the work etc. complete in all
respect as per direction by the Engineer in charge.

column portion 0.6 0.15

4 0.6 0.22
drain 1 2 0.25 0.08 0.04
0.26 cum 272.00 69.63
3 RCC WORK Of M25 grade with 20mm and down
grade black hard granite( crusher brocken) stone
chips for R.C.C.work including hoisting & laying etc.
all complete.
Base 4 0.6 0.6 0.15 0.22
Column 4 0.25 0.25 1.35 0.34
Bottom Slab 1 1.76 1.46 0.13 0.33
Side Walls 1 1.76 1.1 0.13 0.25
2 1.2 1.1 0.13 0.34
front side walls 1 1.26 1.4 0.13
0.23
Glabe-2 2 0.5 1.3 0.65 0.08 0.07
Top Slab 2 1.03 1.78 0.08 0.29
cantilever slab 1 1.76 0.45 0.1
0.08
 side Walls over 1 2.34 0.15 0.08
cantilever slab
0.03
Less for MH -1 0.8 0.5 0.5 0.08 -0.02
2.16 cum 5484.50 11868.30
4 Supplying,fitting, fixing & placing uncoating bar
reinforcement complete as per drawing &
specificaiton complete
Taking 1.00 qntl./cum of item No. © 2.16 qntl. 5686.10 12304.56

5 centering & shuttering

Column 4 1.35 1 5.40 sqm 331.10 1787.94
Bottom Slab 1 2.02 1.72 3.47
Side Walls 1 1.76 1.1 1.94
2 1.2 1.1 2.64
front side walls 1 1.26 1.4
1.76
Glabe-2 2 0.5 1.3 0.65 0.42
Top Slab 2 1.03 1.78 3.67
cantilever slab 1 1.76 0.45
0.79
side Walls over 1 2.34 0.15
cantilever slab
0.35
Less for MH -1 0.8 0.5 0.5 0.08 -0.02
15.03 sqm 331.10 4976.66
6 Providing and laying PCC (1:2:4) in foundation and
floors using 12mm size black hard crusher broken
granite stone chips and screened and washed sharp
sand for mortar of approved quality including
hoisting, lowering,laying, concrete, ramming,
watering and curing etc. complete to required levels
laid in layers including cost, conveyance, royalities,
taxes of all materials and cost of all labours, T&P
etc. compelte as per the direciton of Engineer -in-
charge.

Drain
Base 1 0.25 0.1 2.00 0.05 cum
Rib of Drain 2 0.08 0.08 2.00 0.03 cum
0.08 cum 5793.30 437.97

7 Supplying all labour, T&P materials for 6mm thick

cement plaster (1:4) to R.C.C. Surfaces finished
smooth including closed deep chipping & slury
treatment including cost,coveyance,royalities of all
materials etc all complete as per direction of
Engineer in charge.

Inside surface of tank

 bottom 1 1.5 1.2 1.80
wall 2 1.5 1.1 3.30
Sides 2 1.2 1.1 2.64
Gabble 1
2 1.2 1.1 1.32
9.06 Sqm 112.00 1014.72
8 Supplying all labour, T&P materials for cement
washing 2 coat etc. complete as per direction of
Engineer in charge.
Out side tank
Column 4 4 0.25 0.75 3.00
bottom slab 1 1.76 1.46 2.57
Sides walls 1 1.76 1.23 2.16
2 1.46 1.23 3.59
Gable 2 0.5 1.46 0.73 0.53
Top slab 2 1.03 1.76 3.63
Less for M.H 0.8 0.5 0.5 -0.20
15.28 Sqm 13.90 212.45
8 Supplying all labour, T&P materials for finishing
walls with water proofing cement paints of approved
shed on new work two coats to give an even shape
including cost of cement paint etc. complete as per
direciton of Engineer in charge.
15.28 Sqm 24.10 368.36
9 Fixing tiles in dadoes skirting & risers of steps on
12mm thick cement plaster (1:3) jointed with neat
cement slurry mixed with pigments to matctch the
shade of the tiles including rubbing & polishing
complete including cost of precast tiles etc all
complete as per direciton of Engineer in charge.

front walls 1 1.76 1.53 2.69

side of basin 2 2.34 0.15
walls 0.70
top portion 1 2.34 0.08 0.19
4 1.58 0.08 0.51
Drain
Base 1 0.25 2 0.50
Rib of Drain 4 0.08 2 0.64
5.23 Sqm 818.90 4280.88

10 Provding ,fitting of 0.60 mtr. Dia CI manhole cover at

top slab 1 no. 1500 1500.00
11 Supplying all labour,T&P,materials including taxes
for fittings.
i 15mm brass screw -down stop cock conforming to
IS :1781-1995 2 nos 218.90 437.79
ii 15mm CI handle cock or brass screw down bib 209.63
cockconforming to IS:781-1995 2 nos 419.26
iii Fixing of HDPEsaddle(6kgf/cm²)
1 nos 340.00 340.00
iv Fixing of 1/8" GM ferrule conforming to IS:2692-
1978 1 nos 1889.34 1889.34
v Fixing of Brass or Gun Metal Full wal valve
conforming to IS :1781-1995 of the following
nominal sizes as per specification complete
1 nos 663.75 664.75
vi 20 mm HDPE Pipe Grade PE 80 PN 6.0 3 mtr 22.28 66.83
42816.81
say 42816.81

Assistant Engineer Asst. Executieve Engineer,

RWS&S Section, Manijanga RWS&S Sub-Division, Raghunathpur
 INDIVIDUAL HOUSE HOLD WATER SUPPLY CONNECTION
Quantit Rate
Sl y Rs Amount Remark
Item Description Unit
No require P Rs P s
1 2 d 3 4 5 6 7
1 Earth Work in hard o soil within initial lead of
50.00m and 1.5m initial lift including rough
dressing and levelling the bed with all labour T&P
etc. complete as directed by the Engineer - in
Charge.

Trench for Sadle

1.00 1.00 1.14 1.14
connection Cum
Pipe line 0.3 0.6 1.00 0.18 Cum
1.32 Cum 12795.80 168.90
2 Fittings:-
HDPE Service Shaddle- 90 mm 178.00
HDPE Service Shaddle- 110 mm 267.00
HDPE Service Shaddle- 160 mm 559.00
3 Nos 1004.00
Average Rate For
334.67 1 334.67 334.67
One
Supplying all materials, labour,T&P and
3 1 200.00 200.00
fitting and fixing ferrule cock(

Supplying all materials, labour,T&P and

4 1 209.63 209.63
fitting and fixing handle cock 20mm
5 Supplying all labour,T&P,material including taxes
for laying in trenches High Density Polythene
pipes and specials of following outsisde diameter
and class 1 to 3 jointing by fusion welding method
including testing as per specification confirming to
IS: 4984/95 with ISI marked specials & fittings &
testing as per specification etc. complete as per
the direction of Engineer-in-Charge.

b 20 mm HDPE Pipe 1.00 32.53 32.53

6 Supplying all labour,T&P etc. for filling in pipe line
trenches etc. with exavated materials including
watering and ramming the bed complete as
directed by the Engineer - in Charge.

Quantity Excavated 100C

1.32 um 6659.27 87.90

1033.64
1033.64
 Or Say 1000.00

Assistant Engineer Asst. Executive Engineer,

RWS&S Section, Manijanga RWS&S Sub-Divn. Raghunathpur
0.125
 Annexure 14
Supply of all labour T&P,materials including taxes for construction of RCC single mouth
pump stand post with Ceramic Tile flooring confirming to approved drawing & design etc.
complete as per the direciton of Engineer in charge

Sl. Description of Nos Lenth Breat Height Qny. Unit Rate. Amout
No. items. h
in mtr in in mtr in Rs. in Rs.
mtr
1 Earth Work in hard soil within initial lead of
50.00m and 1.5m initial lift including rough
dressing and levelling the bed with all
labour T&P etc. complete as directed by the
Engineer - in Charge.
Platform 1 1.2 1.1 0.125 0.165 cum
Drain 1 1 0.3 0.125 0.038 cum
Pedestal of post 1 0.6 0.45 0.450 0.122 cum
Deduction 0.324
Pedestal of post 1 0.45 0.3 0.125 0.017 cum
0.307 100 12795.80 39.30
cum
2 Filling in foundation and plinth with sand
well watered , rammed etc including all cost
conveyance roalty ,labour and T&P etc.
complete as directed by the Engineer - in
Charge.
Platform 1 1.2 1.1 0.1 0.132 cum
Drain 1 1 0.3 0.1 0.030 cum
Pedestal of post 1 0.45 0.45 0.150 0.030 cum
Back of Pedestal 1 0.45 0.15 0.100 0.007 cum

0.199 cum 260.50 51.87

3 RCC work of M20 grade with 20mm& down

grade black hard granite (Crusher
broken)stone chips including hoisting and
laying with all cost conveyance,royalty,
taxes etc all complete.

Bottom of post 1 0.45 0.45 0.15 0.030 cum

base
Above of post 1 0.45 0.3 1.05 0.142 cum
base
Platform 1 1.2 1.1 0.125 0.165 cum
Drain 1 1 0.3 0.125 0.038 cum
Rib of platform 2 1.2 0.1 0.080 0.019 cum
 1 0.9 0.1 0.080 0.007 cum
1 0.8 0.1 0.080 0.006 cum
Rib of Drain 2 1 0.1 0.080 0.016 cum
0.423 cum
Deduction
Pedestal of pillar 0.786 0.15 0.15 0.275
0.005 cum
0.419 cum 5129.80 2147.15
4 Suppling, fitting & placing uncoated HYSD bar reinfocement
complete as per drawing and technical specification including
cost, conveyance of all materials etc. all complete.

Quantity of RCC cum

in Pedestal 0.172
Taking 1.00 0.172 cum 5686.10 978.72
qntl/cum

5 Rigid and smooth centering,shuttering for RCC works including

false work and dismantling them after casting including cost of
materials complete.
Pedestal 2 (0.45+0.3) 1.05 1.575 sqm

Platform outside 2 1.2 0.205 0.49 sqm

with rib
2 1 0.205 0.41 sqm
Drain outside 2 1 0.205 0.41 sqm
Platform inside 2 1 0.08 0.16 sqm
2 0.8 0.08 0.13 sqm
Drain inside 2 1 0.08 0.16 sqm
2 0.1 0.08 0.02 sqm
3.35 sqm 134.70 451.38

6 Fixing of tiles in floors treads or steps and landing on 25mm

thick bed of ceramic of cement mortar (1:1) jointed with neat
cement slurry etc. all complete as per direciton of Engineer in
charge.
Platform out side 2 1.20 0.21 0.49 sqm
with rib
2 1.00 0.21 0.41 sqm
Platform inside 2 1.00 0.08 0.16 sqm
with rib
2 0.80 0.08 0.13 sqm
Drain outside 2 1.00 0.21 0.41 sqm
Drain inside 2 1.00 0.08 0.16 sqm
 2 0.10 0.08 0.02 sqm
Platform portion 1 1.00 0.80 0.80 sqm
Pedestal portion 2 (0.45+0.3) 0.75 1.13 sqm
Top portion 1 0.45 0.30 0.14 sqm
3.84 sqm 820.50 3147.44

7 Fittings shaddle 1 176.53 176.53

Ferrule 1 1889.34 1889.34
E. Work & filling(1/3 of earth work) 0.10 100cu 6492.00 6.65
m
Handle cock 1 218.90 218.90
G.I.fittings L.S 150.00 150.00
Labour charges LS 100.00 100.00
Total 9357.26
Say 9357.00

Assistant Engineer Asst. Executieve Engineer,

RWS&S Section,Manijanga RWS&S Sub-Division, Raghunathpur
 ANNEXTURE-E-15 54
Estimate for construction of platform around production well (1.80m X 1.80m X 1.00m ).
a) Supplying of all labour, T&P and
materials for earthwork in exavation
of all kinds of soil within initial lead
of 50.00m and 1.5m initial lift
including rough dressing and
levelling the bed with all labour T&P
etc. complete as directed by the
Engineer - in Charge.

4 1.55 0.45 0.45 1.26 Cum 11803.90 Rs148.20

b) Supplying all labour, and materials
for filling in foundation and plinth
with sand well watered , rammed
etc including all cost conveyance
roalty ,labour and T&P etc.
complete as directed by the
4 1.55 0.45 0.10 0.28 Cum
Engineer - in Charge.
1 0.70 0.70 0.70 0.34 Cum
0.62 Cum 260.50 Rs162.03
c) Supplying all labor,T&P and
materils for cement concrete (1:4:8)
using 4cm size hard granite crusher
broken metal with all cost
conveyance,royalty,taxes etc all
complete.
4 1.55 0.45 0.10 0.28 Cum 4298.60 Rs1,199.31
d) Cement concrete (1:2:4) with 12mm
hard granite chips(Crusher broken)
with all cost
conveyance,royalty,taxes etc all
complete.

1 1.30 1.30 0.08 0.13 Cum

0.13 Cum 5793.30 Rs734.30
e) Supplying all labour,T&P and
materials for brick work with K.B.
bricks having crushing strength
between 100kg/cm2 to 149kg/cm2
in Cement mortar(1:6) in F/P
including cost conveyance,royality
and taxes of all materials and
labour etc. as per the direction of
the Engineer-in-charge.

4 1.55 0.25 1.25 1.94 Cum 4245.00 Rs8,224.69

f) Supplying all labour,T&P and
materials for 12mm thick Cement
plaster (1:6) for brickwork including
curing etc. complete.
4 1.80 1.00 7.20 sqm 103.70 Rs747.00
g) Cement concrete (1:2:4) with 12mm
hard granite chips(Crusher broken)
with all cost
conveyance,royalty,taxes etc all 1 1.80 1.80 0.08 0.24 Cum 5793.30 Rs1,408.00
complete.
Total Rs12,623.53
or Say Rs 12624.00 / each
 ANNEXTURE-E
Estimate for construction of 1000ltrs. Capacity Over head water storage tank on
the roof of ground floor.

a) (i) Labour charges:-

a. Plumber 0.50 nos Each 253.50 126.75
b. Helper to plumber 0.75 nos Each 233.50 175.13
c. Male worker 4.00 nos Each 213.50 854.00
(ii) Overhead Charges @ 12.5% on (i) 173.25
1329.13
Cost of 1000ltrs. PVC tank 1.00 os Each 3000.00 3000.00
b) K.B. Brick work in CM(1:6) 0.71 cum 4245.00 3013.95
c) R.C.C.(1:1.5:3) with 12mm hg chips 0.39 cum 5129.80 2000.62
d) Centering & shuttering:-
Slab 0.39 sqm 331.10 129.13
Beam 0.39 sqm 515.00 200.85
e) M.S. reinforcement 0.39 qntl 5686.10 2217.58
f) 12mm thick cement plaster(1:6) 9.09 sqm 103.70 942.63
g) Cement paint 2 coats 9.09 sqm 24.10 219.07

h) Cost of fitting:-
25mm GM FWV 2.00 os Each 350.00 700.00
25mm GM Ball Cock 1.00 os Each 380.00 380.00
15mm CI handle cock 4.00 os Each 80.00 320.00
i) Labour charges LS 100.00
Total 14552.96
Add for workers welfare cess 1% 145.53
14698.49
or Say 14698.50 / each
 ANNEXTURE-E
Estimate for construction of Display Board (1.50m X 1.20m ).
a) Supplying of all labour, T&P
and materials for earthwork in
exavation of all kinds of soil
within initial lead of 50.00m
and 1.5m initial lift including
rough dressing and levelling
the bed with all labour T&P etc.
complete as directed by the
Engineer - in Charge.
1 1.60 0.45 0.45 0.32 Cum 118.04 Rs38.24

b) Supplying all labour, and

materials for filling in
foundation and plinth with sand
well watered , rammed etc
including all cost conveyance
roalty ,labour and T&P etc.
complete as directed by the
Engineer - in Charge.

1 1.60 0.45 0.10 0.07 Cum 65.60 Rs4.72

c) Supplying all labor,T&P and
materils for cement concrete
(1:4:8) using 4cm size hard
granite crusher broken metal
with all cost
conveyance,royalty,taxes etc
all complete.
1 1.60 0.45 0.10 0.07 Cum 4298.60 Rs309.50
d) Supplying all labour,T&P and
materials for brick work with
K.B. bricks having crushing
strength between 100kg/cm2
to 149kg/cm2 in Cement
mortar(1:6) in F/P including
cost conveyance,royality and
taxes of all materials and
labour etc. as per the direction 1 1.50 0.25 0.40 0.15 Cum
of the Engineer-in-charge.
2 0.25 0.25 1.05 0.13 Cum
1 1.00 0.13 1.05 0.13 Cum
0.41 Cum 4245.00 Rs1,751.06

e) Supplying all labour,T&P and

materials for 12mm thick
2 1.00 1.10 2.20 sqm
Cement plaster (1:6) for
brickwork including curing etc. 2 0.88 1.10 1.93 sqm
complete. 2 1.75 0.50 1.75 sqm
5.88 Cum 103.70 Rs609.24

f) Supplying all labour,T&P and

materials for painting and
writing in display board.
Supplying all labour,T&P and
materials for painting and
writing in display board.

1 L.S. Rs500.00
Total Rs3,212.77
Add for workers welfare cess 1% 32.13
3244.89
or Say 3244.90 / each
 CHECK LIST

1 Name of work Aug.Rural Piped Water Supply

scheme to
Village –Ibrisingh
GP-Ibrisingh
Under Tirtol block

2 District/Districts to which the scheme belongs to

3 Whether detail survey and investigation has been taken Yes
up
4 Name of the division RWS&S Division,

5 The year of survey and investigation 2012-13

6 Whether report of survey & investigation yes

7 Whether source has been finalized Yes

a Type of source 200mm production well

b Yield of source It is expected to be nearly

26.80LPS
c Whether yield of source is adequate Yes

d Detail of area required including private land No private land is required as

govt land is available

8 Whether land acquisition for the work is required No

a Work proper ( Head works) No

b Approach road No

c Whether land required is forest land No

d Detail of area including private land No

9 To what extent the work can be executed pending land Full

acquisition
10 Whether forest clearance is necessary, if so what extent No
this work can be executed pending forest clearance
11 Whether drawing design etc of the work has been Yes
finalized
12 The norm for preparation of this estimate 70LPCD

13 Whether the estimate based on foremost minimum cost Yes

required
14 Whether the estimate includes house and office Yes
connections as observed by finance department
15 Priority of the work according to the list of priority

16 Number of the beneficiary to be covered

a General 814

b Schedule caste 178

c Schedule tribe 0

17 Name of the villages to be covered 3nos

18 Per capita cost

a As per 2011 Census 5750.58

b As per 2016 present population 5282.66

c As per 2046 Design population 3671.86
19 Whether the per capita cost is in excess as per norm No
fixed
20 The project cost and the year in which is calculated 6389125.18

21 Whether original or revised administrative approval Original

with the present position
22 Whether the scheme has already been completed and No
post facto A/S or post facto approval of expenditure
incurred sent to Govt for regularization
23 Amount of expenditure made sending in to Govt.for
A/A
24 Whether funds have been provided for the scheme , if Rs 9.00 Lakh in 2012-13
so the amount there of and year wise

a The provision of funds and source funding

b Year wise expenditure and saving in CD or surrender
25 Whether minimum 15% of provision is available yes
26 In case revised AA is submitted , whether the scheme is
already been completed
27 Reason for excess estimate or expenditure required for
this purpose
28 Whether the water quality is examined to determine the Yes
excess iron and highly salinity contention as per the
latest scientific report and the source is acceptable as
per the test results
29 Period of completion of the scheme /likely date of the Six month
scheme
30 Any other points the Chief Engineer likes to mention
for workability of the scheme within the stipulated time.
Assistant Engineer Executive Engineer
RWSS Sub-division, RWSS Division,
 Analysis, Road cutting
Sl No Description of Items Qnty. Unit Rate Amount Remarks

1 3 4 5 6 7
ROAD CUTTING:-
1 Supplying all materials, labour, T&P and
cutting asphalt or bituminous road for
taking the pvc pipe line through and
making good to the damages including
conveyance of all materials to worksite,
payment of royalty, taxes etc all complete

Data for 4.88 mtrs.

Labour charges
For cutting
Plumber Fitter(S) 0.125 Each 253.50 31.69
Male worker 2 Each 213.50 427.00
For redoing
Male worker 2.5 Each 213.50 533.75
Total 992.44
Contracts profit& O.H.C. 148.87
15%
Total 1141.30
Rate per mtr. 233.87

Add 1% Cess 2.34

236.21
2 Supplying all materials, labour, T&P and
cutting mettaled road for taking the pvc
pipe line through and making good to the
damages including conveyance of all
materials to worksite, payment of royalty,
taxes etc all complete

Data for 4.88 mtrs.

Labour charges
For cutting
Plumber Fitter(S) 0.125 Each 253.50 31.69
Male worker 2 Each 213.50 427.00
For redoing
Male worker 2 Each 213.50 427.00
Total 885.69
Contracts profit& O.H.C. 132.85
15%
Total 1018.54
Rate per mtr. 208.72

Add 1% Cess 2.09

210.80
3 Dismentalling and removing cement
concrete including stacking the useful
materials for reuse and removing the
debris within 50m lead page205-29

per 1 cum
a) Labour
Mate 0.04 nos 233.5 9.34
mulia for semiskilled for 0.5 nos 233.5 116.75
operating pneumatic tools
mulia 0.5 nos 213.5 106.75
232.84
Machinary
air compressor 250cfm with 1 hour 179.13 179.13
two leads for pneumatic
cutters/hammers

tractor trolley 0.4 hour 231 92.40

Joint cutting machine with 1 hour 300 300.00
2-3 blades
804.37
Contracts profit& O.H.C. 120.66
15%
Total 925.03 per cum
Add 1% Cess 9.25
Total 934.28 per cum
4 Supplying all labour,T&P for cutting C.C 5793.30 per cum
road for laying of PVC pipe line and
mending good the damages with C.C
(1:2:4) with 12mm size hard granite chips
all complete

Assistant Engineer Asst. Executieve Engineer,

RWS&S Section, Biridi RWS&S Sub-Division, Raghunathpur
 P.H Analysis, Reference:- Schedule of Rate - 2014

Sl Item Description Qnty. Unit Rate

N
o

1 2 3 4 5
Laying of Pipe line
1 Supplying all labour,T&P,material including taxes for laying in trenches unplasticized PVC Pipes
confirming to IS: 4985 with ISI marked specials & fittings of following outside diameter for required
classes including jointing with approved solvent cement by non heat application method & testing as
per specification etc. complete as per the direction of Engineer-in-Charge. ( PVC pipes are to be
supplied by contractor with pre & post delivery inspection certificate from CIPET and manufacturing
test certificate from the manufacturer).

A 90mm dia (Rate for 10 Mtrs.)

(i) Labour for laying
a. Plumber 0.14 nos Each 253.50
b. Male worker 0.28 nos Each 213.50
(ii) Labour for jointing & testing
c. Plumber 0.29 nos Each 253.50
d. Helper 1 nos Each 233.50
e. Maleworker 0.14 nos Each 213.50
(Iii) Overhead Charges @ 7.5% on ( i+ii )
(iv) Contractor Profit @ 7.5% on ( i+ii )
Total rate per 10 mtrs. (i+ii+iii+iv)
Rate for one meter
Add for workers welfare cess 1%
Cost , transportation & taxes of pipe 1 mtr Each 145.25

or Say
B 110mm dia (Rate for 10 Mtrs.)
(I) Labour for laying
a. Plumber 0.18 nos Each 253.50
b. Male worker 0.35 nos Each 213.50
(ii) Labour for jointing & testing
a. Plumber 0.31 nos Each 253.50
b. Helper 1.33 nos Each 233.50
c. Maleworker 0.18 nos Each 213.50
(iii) Overhead Charges @ 7.5% on ( i+ii )
(iv) Cotractor Profit @ 7.5% on ( i+ii )
Total rate per 10 mtrs. (i+ii+iii+ivi)
Rate for one meter
Add for workers welfare cess 1%
Cost , transportation & taxes of pipe 1 mtr Each 209.57

say Rs
 C 160mm dia (Data for 10 Mtrs.)
(i) Labour for laying
a. Plumber 0.25 nos Each 253.50
b. Male worker 0.50 nos Each 213.50
(ii) Labour for jointing & testing
a. Plumber 0.46 nos Each 253.50
b. Helper 1.92 nos Each 233.50
c. Maleworker 0.25 nos Each 213.50
(iii) Overhead Charges @ 7.5% on ( i+ii )
(iv) Cotractor Profit @ 7.5% on ( i+ii )
Total rate per 10 mtrs. (i+ii+iii+iv)
Rate for one meter
Add for workers welfare cess 1%
Cost , transportation & taxes of pipe 1 mtr Each 447.75

or Say
D 63mm dia (Data for 10 Mtrs.)
(i) Labour for laying
a. Plumber 0.12 nos Each 253.50
b. Male worker 0.24 nos Each 213.50
(ii) Labour for jointing & testing
a. Plumber 0.33 nos Each 253.50
b. Helper 1.25 nos Each 233.50
c. Maleworker 0.18 nos Each 213.50
(III) Overhead Charges @ 7.5% on ( i+ii )
(IV) Cotractor Profit @ 7.5% on ( i+ii )
Total rate per 10 mtrs. (i+ii+iii+iv)
Rate for one meter
Add for workers welfare cess 1%
Cost , transportation & taxes of pipe 1 mtr Each 74.47

or Say
2 Supplying all materials,labour,T&P for laying in trenches HDPE Pipes confirming
to ASTM-D- 1785/89 (Sch-80) of the following nominal bore and pipe fittings
including testing as per specification and direction of Engineer in charge
(Earthwork in all trenches to be measured and paid for separately).

A 15mm dia PVC pipe(Rate for 10 Mtrs.)

(I) Labour for laying
a. Plumber 0.08 nos Each 253.50
b. Male worker 0.16 nos Each 213.50
(II) Overhead Charges @ 7.5% on ( i )
(III) Cotractor Profit @ 7.5% on ( i )
Total rate per 10 mtrs. (i+ii+iii)
 Rate for one meter
Add for workers welfare cess 1%
Cost , transportation & taxes of pipe 1 mtr 35.95

or Say
B 20mm dia PVC pipe(Data for 10 Mtrs)
(I) Labour for laying
a. Plumber 0.08 nos Each 253.50
b. Male worker 0.16 nos Each 213.50
(II) Overhead Charges @ 7.5% on ( i )
(III) Cotractor Profit @ 7.5% on ( i )
Total rate per 10 mtrs. (i+ii+iii)
Rate for one meter
Add for workers welfare cess 1%

Cost of transportation & taxes of pipe 1 mtr 48.66

or Say
C 25mm dia PVC pipe(Data for 10 Mtrs.)
(I) Labour for laying
a. Plumber 0.12 nos Each 253.50
b. Male worker 0.25 nos Each 213.50
(II) Overhead Charges @ 7.5% on ( i )
(III) Cotractor Profit @ 7.5% on ( i )
Total rate per 10 mtrs. (i+ii+iii)
Rate for one meter
Add for workers welfare cess 1%

Cost ,transportation & taxes of pipe 1 mtr 71.45

or Say
32mm dia PVC pipe(Data for 10 Mtrs.)
D
(I) Labour for laying
a. Plumber 0.12 nos Each 253.50
b. Male worker 0.25 nos Each 213.50
(II) Overhead Charges @ 7.5% on ( i )
(III) Cotractor Profit @ 7.5% on ( i )
Total rate per 10 mtrs. (i+ii+iii)
Rate for one meter
Add for workers welfare cess 1%
Cost , transportation & taxes of pipe 1 mtr 108.79

or Say
3 Fixing CI sluice valve with double flanged
ends for water work purposes conforming
to IS 14846- 2000 for the following rating
and nominal diameters as per specification
complete

A) Rating - PN (nominal pressure)- 1.00 (IS-14846-2000)

(A) 65 mm sluice valve
(Data for 10 Nos of Sluice Valves)
(i) Cost of Materials
a.Cost of CI Sluice Valve with cap 10 Nos 2,468.35
b. Rubber Insertion 3 mm thick (0.4 Sqm. Each) 20 Nos 11.00

23.00 Kg 70.00
c. Nut & Bolts 16mm x 60 mm long @ 0.2874
Kg. per each = 80 Nos = 23.00 Kg.

(ii) Labour for laying

For 7.40 Qtl
a.Plumber Fitter2nd. Class 0.93 Each 253.50
b. Helper to Plumber 0.62 Each 233.50
c. Male Worker 2.48 Each 213.50

Weight of 10 Nos Sluice Valve = 10 x 31.3 Kg =

313 Kg. or 3.13 Qtl.
So labour for 10 Nos. Sluice Valve Fitting 3.13 Qtl. 122.97
(iii) Labour for Jointing
For 10 Nos Joint
a.Plumber Fitter2nd. Class 0.15 Each 253.50
b. Helper to Plumber 0.15 Each 233.50
0.80 Each 213.50
c. Male Worker

For jointing of 10 Nos. Sluice Valve 20 Each 24.39

(iv) Overhead Charges @ 7.5%

(v) Contractor's profit @ 7.5%

Per Each
Add for workers welfare cess 1%

(A) 80 mm sluice valve

(Data for 10 Nos of Sluice Valves)
(i) Cost of Materials
a.Cost of CI Sluice Valve with cap 10 Nos 2,624.58
b. Rubber Insertion 3 mm thick (0.4 Sqm. Each) 20 Nos 11.00
 23.00 Kg 70.00
c. Nut & Bolts 16mm x 60 mm long @ 0.2874
Kg. per each = 80 Nos = 23.00 Kg.

(ii) Labour for laying

For 7.40 Qtl
a.Plumber Fitter2nd. Class 0.93 Each 253.50
b. Helper to Plumber 0.62 Each 233.50
c. Male Worker 2.48 Each 213.50

Weight of 10 Nos Sluice Valve = 10 x 31.3 Kg =

313 Kg. or 3.13 Qtl.
So labour for 10 Nos. Sluice Valve Fitting 3.13 Qtl. 122.97
(iii) Labour for Jointing
For 10 Nos Joint
a.Plumber Fitter2nd. Class 0.15 Each 253.50
b. Helper to Plumber 0.15 Each 233.50
c. Male Worker 0.80 Each 213.50

For jointing of 10 Nos. Sluice Valve 20 Each 24.39

(iv) Overhead Charges @ 7.5%
(v) Contractor's profit @ 7.5%

Per Each
Add for workers welfare cess 1%

(B) 100 mm sluice valve

(Data for 10 Nos of Sluice Valves)
(i) Cost of Materials
a.Cost of CI Sluice Valve with cap 10 Nos 3,499.44
b. Rubber Insertion 3 mm thick (0.5 Sqm. Each) 20 Nos 14.00

c. Nut & Bolts 16mm x 60 mm long @ 0.2874 46.00 Kg 70.00

Kg. per each = 160 Nos = 46.00 Kg.

(ii) Labour for laying

For 7.40 Qtl
a.Plumber Fitter2nd. Class 0.93 Each 253.50
b. Helper to Plumber 0.62 Each 233.50
2.48 Each 213.50
c. Male Worker
Weight of 10 Nos Sluice Valve = 10 x 44.3 Kg =
443 Kg. or 4.43 Qtl.
So labour for 10 Nos. Sluice Valve Fitting 4.43 Qtl. 122.97
(iii) Labour for Jointing
For 10 Nos Joint
a.Plumber Fitter 2nd. Class 0.25 Each 253.50
 b. Helper to Plumber 0.25 Each 233.50
c. Male Worker 1.00 Each 213.50

For jointing of 10 Nos. Sluice Valve 20 Each 33.53

(iv) Overhead Charges @ 7.5%
(v) Contractor's profit @ 7.5%

Per Each
Add for workers welfare cess 1%

(C) 150 mm sluice valve

(Data for 10 Nos of Sluice Valves)
(i) Cost of Materials
a.Cost of CI Sluice Valve with cap 10 Nos 5,249.16
20 Nos 17.00
b. Rubber Insertion 3 mm thick (0.8 Sqm. Each)

c. Nut & Bolts 20mm x 65 mm long @ 0.4643 74.28 Kg 70.00

Kg. per each = 160 Nos = 74.28Kg.

(ii) Labour for laying

For 7.40 Qtl
a.Plumber Fitter2nd. Class 0.93 Each 253.50
b. Helper to Plumber 0.62 Each 233.50
2.48 Each 213.50
c. Male Worker
Weight of 10 Nos Sluice Valve = 10 x 71.3 Kg =
713 Kg. or 7.13 Qtl.
So labour for 10 Nos. Sluice Valve Fitting 7.13 Qtl. 122.97
(iii) Labour for Jointing
For 10 Nos Joint
a.Plumber Fitter 2nd. Class 0.30 Each 253.50
b. Helper to Plumber 0.30 Each 233.50
c. Male Worker 1.10 Each 213.50

For jointing of 10 Nos. Sluice Valve 20 Each 38.10

(iv) Overhead Charges @ 7.5%
(v) Contractor's profit @ 7.5%

Per Each
Add for workers welfare cess 1%

(D) 200 mm sluice valve

(Data for 10 Nos of Sluice Valves)
(i) Cost of Materials
a.Cost of CI Sluice Valve with cap 10 Nos 9,373.50
 b. Rubber Insertion 3 mm thick (0.116 Sqm. Each) 20 Nos 22.00

c. Nut & Bolts 20 mm x 70 mm long @ 0.4750 76.00 Kg 70.00

Kg. per each = 160 Nos = 76.00 Kg.

(ii) Labour for laying

For 7.40 Qtl
a.Plumber Fitter2nd. Class 0.93 Each 253.50
b. Helper to Plumber 0.62 Each 233.50
c. Male Worker 2.48 Each 213.50

Weight of 10 Nos Sluice Valve = 10 x 121.5 Kg =

1215 Kg. or 12.15 Qtl.
So labour for 10 Nos. Sluice Valve Fitting 12.15 Qtl. 122.97
(iii) Labour for Jointing
For 10 Nos Joint
a.Plumber Fitter 2nd. Class 0.30 Each 253.50
b. Helper to Plumber 0.30 Each 233.50
c. Male Worker 1.10 Each 213.50

For jointing of 10 Nos. Sluice Valve 20 Each 38.10

(iv) Overhead Charges @ 7.5%
(v) Contractor's profit @ 7.5%

Per Each
Add for workers welfare cess 1%

4 B) Rating - PN (nominal pressure)- 1.60 (IS-14846-2000)

(A) 80 mm sluice valve
(Data for 10 Nos of Sluice Valves)
(i) Cost of Materials
a.Cost of CI Sluice Valve with cap 10 Nos 2,150.00
b. Rubber Insertion 3 mm thick (0.4 Sqm. Each) 20 Nos 11.00

c. Nut & Bolts 16mm x 60 mm long @ 0.2874 23.00 Kg 70.00

Kg. per each = 80 Nos = 23.00 Kg.

(ii) Labour for laying

For 7.40 Qtl
a.Plumber Fitter2nd. Class 0.93 Each 253.50
b. Helper to Plumber 0.62 Each 233.50
c. Male Worker 2.48 Each 213.50

Weight of 10 Nos Sluice Valve = 10 x 37.3 Kg =

373 Kg. or 3.73 Qtl.
So labour for 10 Nos. Sluice Valve Fitting 3.73 Qtl. 122.97
(iii) Labour for Jointing
 For 10 Nos Joint
a.Plumber Fitter2nd. Class 0.15 Each 253.50
b. Helper to Plumber 0.15 Each 233.50
c. Male Worker 0.80 Each 213.50

For jointing of 10 Nos. Sluice Valve 20 Each 24.39

(iv) Overhead Charges @ 7.5%
(v) Contractor's profit @ 7.5%

Per Each
Add for workers welfare cess 1%

(B) 100 mm sluice valve (BUTTER FLY)

(Data for 10 Nos of Sluice Valves)
(i) Cost of Materials
a.Cost of CI Sluice Valve with cap 10 Nos 6,550.00
b. Rubber Insertion 3 mm thick (0.5 Sqm. Each) 20 Nos 14.00

c. Nut & Bolts 16mm x 60 mm long @ 0.2874 46.00 Kg 70.00

Kg. per each = 160 Nos = 46.00 Kg.

(ii) Labour for laying

For 7.40 Qtl
a.Plumber Fitter2nd. Class 0.93 Each 253.50
b. Helper to Plumber 0.62 Each 233.50
c. Male Worker 2.48 Each 213.50

Weight of 10 Nos Sluice Valve = 10 x 56.3 Kg =

563 Kg. or 5.63 Qtl.
So labour for 10 Nos. Sluice Valve Fitting 5.63 Qtl. 122.97
(iii) Labour for Jointing
For 10 Nos Joint
a.Plumber Fitter 2nd. Class 0.25 Each 253.50
b. Helper to Plumber 0.25 Each 233.50
c. Male Worker 1.00 Each 213.50

For jointing of 10 Nos. Sluice Valve 20 Each 33.53

(iv) Overhead Charges @ 7.5%
(v) Contractor's profit @ 7.5%

Per Each
Add for workers welfare cess 1%

(C) 150 mm sluice valve (BUTTER FLY)

 (Data for 10 Nos of Sluice Valves)
(i) Cost of Materials
a.Cost of CI Sluice Valve with cap 10 Nos 10,420.00
b. Rubber Insertion 3 mm thick (0.8 Sqm. Each) 20 Nos 17.00

c. Nut & Bolts 20mm x 65 mm long @ 0.4643

Kg. per each = 160 Nos = 74.28Kg.
74.28 Kg 70.00

(ii) Labour for laying

For 7.40 Qtl
a.Plumber Fitter2nd. Class 0.93 Each 253.50
b. Helper to Plumber 0.62 Each 233.50
c. Male Worker 2.48 Each 213.50
Weight of 10 Nos Sluice Valve = 10 x 86.3 Kg =
863 Kg. or 8.63 Qtl.
So labour for 10 Nos. Sluice Valve Fitting 8.63 Qtl. 122.97
(iii) Labour for Jointing
For 10 Nos Joint
a.Plumber Fitter 2nd. Class 0.30 Each 253.50
b. Helper to Plumber 0.30 Each 233.50
c. Male Worker 1.10 Each 213.50

For jointing of 10 Nos. Sluice Valve 20 Each 38.10

(iv) Overhead Charges @ 7.5%
(v) Contractor's profit @ 7.5%

Per Each
Add for workers welfare cess 1%

(D) 200 mm sluice valve

(Data for 10 Nos of Sluice Valves)
(i) Cost of Materials
a.Cost of CI Sluice Valve with cap 10 Nos 7,800.00
b. Rubber Insertion 3 mm thick (0.116 Sqm. Each) 20 Nos 22.00

76.00 Kg 70.00
c. Nut & Bolts 20 mm x 70 mm long @ 0.4750
Kg. per each = 160 Nos = 76.00 Kg.

(ii) Labour for laying

For 7.40 Qtl
a.Plumber Fitter2nd. Class 0.93 Each 253.50
b. Helper to Plumber 0.62 Each 233.50
c. Male Worker 2.48 Each 213.50
 Weight of 10 Nos Sluice Valve = 10 x 151.5 Kg =
1515 Kg. or 15.15 Qtl.
So labour for 10 Nos. Sluice Valve Fitting 15.15 Qtl. 122.97
(iii) Labour for Jointing
For 10 Nos Joint
a.Plumber Fitter 2nd. Class 0.30 Each 253.50
b. Helper to Plumber 0.30 Each 233.50
c. Male Worker 1.10 Each 213.50

For jointing of 10 Nos. Sluice Valve 20 Each 38.10

(iv) Overhead Charges @ 7.5%
(v) Contractor's profit @ 7.5%

Per Each
Add for workers welfare cess 1%

5 Fixing swing check type reflux valvs ( Non-return

Valves) with double flange ends conforming to
IS 5312 (Part-I)-2004 for waters purpose for the
following rating and nominal diameters as per
specification complete.

A) Rating - 1.6 Mpa IS 5312 (Part-I) 2004

(A) 80 mm reflux valve
(Data for 10 Nos of Reflux Valves)
(i) Cost of Materials
a.Swing Check type reflux valve(NRV) with double flange ends 10 Nos 2,537.09
b. Rubber Insertion 3 mm thick (0.4 Sqm. Each) 20 Nos 11.00
c. Nut & Bolts 16mm x 60 mm long @ 0.2874 23.00 Kg 70.00
Kg. per each = 80 Nos = 23.00 Kg.

(ii) Labour for laying

For 7.40 Qtl
a.Plumber Fitter2nd. Class 0.93 Each 253.50
b. Helper to Plumber 0.62 Each 233.50
2.48 Each 213.50
c. Male Worker
Weight of 10 Nos Sluice Valve = 10 x 37.3 Kg =
373 Kg. or 3.73 Qtl.
So labour for 10 Nos. Sluice Valve Fitting 3.73 Qtl. 122.97
(iii) Labour for Jointing
For 10 Nos Joint
a.Plumber Fitter2nd. Class 0.15 Each 253.50
b. Helper to Plumber 0.15 Each 233.50
c. Male Worker 0.80 Each 213.50

For jointing of 10 Nos. Sluice Valve 20 Each 24.39

(iv) Overhead Charges @ 7.5%
(v) Contractor's profit @ 7.5%

Per Each
Add for workers welfare cess 1%

(B) 100 mm reflux valve

(Data for 10 Nos of Reflux Valves)
(i) Cost of Materials
a.Swing Check type reflux valve(NRV) with double flange ends 10 Nos 3,624.42
b. Rubber Insertion 3 mm thick (0.5 Sqm. Each) 20 Nos 14.00

46.00 Kg 70.00
c. Nut & Bolts 16mm x 60 mm long @ 0.2874
Kg. per each = 160 Nos = 46.00 Kg.

(ii) Labour for laying

For 7.40 Qtl
a.Plumber Fitter2nd. Class 0.93 Each 253.50
b. Helper to Plumber 0.62 Each 233.50
c. Male Worker 2.48 Each 213.50

Weight of 10 Nos Sluice Valve = 10 x 56.3 Kg =

563 Kg. or 5.63 Qtl.
So labour for 10 Nos. Sluice Valve Fitting 5.63 Qtl. 122.97
(iii) Labour for Jointing
For 10 Nos Joint
a.Plumber Fitter 2nd. Class 0.25 Each 253.50
b. Helper to Plumber 0.25 Each 233.50
c. Male Worker 1.00 Each 213.50

For jointing of 10 Nos. Sluice Valve 20 Each 33.53

(iv) Overhead Charges @ 7.5%
(v) Contractor's profit @ 7.5%

Per Each
Add for workers welfare cess 1%

(C) 150 mm reflux valve

(Data for 10 Nos of Reflux Valves)
(i) Cost of Materials
a.Swing Check type reflux valve(NRV) with double flange ends 10 Nos 7,748.76
20 Nos 17.00
b. Rubber Insertion 3 mm thick (0.8 Sqm. Each)

c. Nut & Bolts 20mm x 65 mm long @ 0.4643 74.28 Kg 70.00

Kg. per each = 160 Nos = 74.28Kg.
(ii) Labour for laying
For 7.40 Qtl
a.Plumber Fitter2nd. Class 0.93 Each 253.50
b. Helper to Plumber 0.62 Each 233.50
c. Male Worker 2.48 Each 213.50

Weight of 10 Nos Sluice Valve = 10 x 71.3 Kg =

713 Kg. or 7.13 Qtl.
So labour for 10 Nos. Sluice Valve Fitting 7.13 Qtl. 122.97
(iii) Labour for Jointing
For 10 Nos Joint
a.Plumber Fitter 2nd. Class 0.30 Each 253.50
b. Helper to Plumber 0.30 Each 233.50
c. Male Worker 1.10 Each 213.50

For jointing of 10 Nos. Sluice Valve 20 Each 38.10

(iv) Overhead Charges @ 7.5%
(v) Contractor's profit @ 7.5%

Per Each
Add for workers welfare cess 1%

(D) 200 mm reflux valve

(Data for 10 Nos of Reflux Valves)
(i) Cost of Materials
a.Swing Check type reflux valve(NRV) with double flange ends 10 Nos 13,122.90
b. Rubber Insertion 3 mm thick (0.116 Sqm. Each) 20 Nos 22.00

c. Nut & Bolts 20 mm x 70 mm long @ 0.4750 76.00 Kg 70.00

Kg. per each = 160 Nos = 76.00 Kg.

(ii) Labour for laying

For 7.40 Qtl
a.Plumber Fitter2nd. Class 0.93 Each 253.50
b. Helper to Plumber 0.62 Each 233.50
c. Male Worker 2.48 Each 213.50

Weight of 10 Nos Sluice Valve = 10 x 121.5 Kg =

1215 Kg. or 12.15 Qtl.
So labour for 10 Nos. Sluice Valve Fitting 12.15 Qtl. 122.97
(iii) Labour for Jointing
For 10 Nos Joint
a.Plumber Fitter 2nd. Class 0.30 Each 253.50
b. Helper to Plumber 0.30 Each 233.50
c. Male Worker 1.10 Each 213.50
 For jointing of 10 Nos. Sluice Valve 20 Each 38.10
(iv) Overhead Charges @ 7.5%
(v) Contractor's profit @ 7.5%

Per Each
Add for workers welfare cess 1%

6 Fixing single flanged Air Relief Valve conforming

to IS 14845 -2000 for water works purposes for
the following diameter,including drilling the
water main (CI pipes with metal straps ) as per
specification, complete.

A 15 mm dia (Data for 1 No. Air Valve)

(i) Cost of Materials
a.15 mm dia Single Air Valve 1 Each 1,624.74
(ii) Labour for drilling & fixing
a.Plumber Fitter (S) 0.25 Each 253.50
b.Helper to Plumber (SS) 0.50 Each 233.50
c.Male Worker (US) 0.50 Each 213.50

(iii) Labour for jointing

17% of (ii)
(iv) Overhead Charges @ 7.5%
(v) Contractor's profit @ 7.5%

Add for workers welfare cess 1%

Total
B 20 mm dia (Data for 1 No. Air Valve)
(i) Cost of Materials
a. 20 mm dia Single Air Valve 1 Each 1,999.68
(ii) Labour for drilling & fixing
a.Plumber Fitter (S) 0.25 Each 253.50
b.Helper to Plumber (SS) 0.50 Each 233.50
c.Male Worker (US) 0.50 Each 213.50

(iii) Labour for jointing

17% of (ii)
(iv) Overhead Charges @ 7.5%
(v) Contractor's profit @ 7.5%

Add for workers welfare cess 1%

C 25 mm dia (Data for 1 No. Air Valve)

(i) Cost of Materials
 a.25 mm dia Single Air Valve 1 Each 2,249.64
(ii) Labour for drilling & fixing
a.Plumber Fitter (S) 0.25 Each 253.50
b.Helper to Plumber (SS) 0.50 Each 233.50
c.Male Worker (US) 0.50 Each 213.50

(iii) Labour for jointing

17% of (ii)
(iv) Overhead Charges @ 7.5%
(v) Contractor's profit @ 7.5%

Add for workers welfare cess 1%

7 Supplying all labour,T&P, for laying in trenches High Density Polythene pipes and specials of
following outsisde diameter and class 1 to 3 jointing by fusion welding method including testing as
per specification confirming to IS: 4984-1995 with ISI marked specials & fittings & testing as per
specification etc. complete as per the direction of Engineer-in-Charge. ( pipes are to be supplied by
contractor with pre & post delivery inspection certificate from CIPET and manufacturing test
certificate from the manufacturer).

A 90 mm HDPE Pipe Grade PE 80 PN 6.0 (Rate for 10 Mtrs.)

(I) Cost of pipe including taxes 10.00 mtr 179.77
2%FITTINGS
(II) Labour for laying
a. Plumber 0.14 Each 253.50
b. Male worker 0.28 Each 213.50
(III) Labour for jointing & testing
a. Plumber 0.44 Each 253.50
b. Helper 1.50 Each 233.50
c. Maleworker 0.21 Each 213.50
(IV) Overhead Charges @ 7.5% on ( i+ii )
(V) Cotractor Profit @ 7.5% on ( i+ii )
Total rate per 10 mtrs. (i+ii+iii+iv)
Rate for one meter
(VI) Add carriage of pipe 1.00 mtr 9.03

Add for workers welfare cess 1%

Total

or Say
B 110 mm HDPE Pipe Grade PE 80 PN 6.0 (Rate for 10 Mtrs.)
(I) Cost of pipe including taxes 10.00 mtr 269.40
2%FITTINGS
(II) Labour for laying
a. Plumber 0.18 Each 253.50
b. Male worker 0.35 Each 213.50
 (III) Labour for jointing & testing
a. Plumber 0.47 Each 253.50
b. Helper 2.00 Each 233.50
c. Maleworker 0.27 Each 213.50
(IV) Overhead Charges @ 7.5% on ( i+ii)
(V) Cotractor Profit @ 7.5% on ( i+ii )
Total rate per 10 mtrs. (i+ii+iii+iv+v)
Rate for one meter
(VI) Add carriage of pipe 1.00 mtr 13.44

Add for workers welfare cess 1%

Total

or Say
c 160 mm HDPE Pipe Grade PE 80 PN 6.0 (Rate for 10 Mtrs.)
(I) Cost of pipe including taxes 10.00 mtr 563.82
2%FITTINGS
(II) Labour for laying
a. Plumber 0.25 Each 253.50
b. Male worker 0.50 Each 213.50
(III) Labour for jointing & testing
a. Plumber 0.69 Each 253.50
b. Helper 2.88 Each 233.50
c. Maleworker 0.38 Each 213.50
(IV) Overhead Charges @ 7.5% on ( i+ii )
(V) Cotractor Profit @ 7.5% on ( i+ii )
Total rate per 10 mtrs. (i+ii+iii+iv)
Rate for one meter
(VI) Add carriage of pipe 1.00 mtr 28.33

Add for workers welfare cess 1%

TOTAL

or Say
c 200 mm HDPE Pipe Grade PE 80 PN 6.0 (Rate for 10 Mtrs.)
(I) Cost of pipe including taxes 10.00 mtr 879.01
2%FITTINGS
(II) Labour for laying
a. Plumber 0.32 Each 253.50
b. Male worker 0.64 Each 213.50
(III) Labour for jointing & testing
a. Plumber 1.11 Each 253.50
b. Helper 1.87 Each 233.50
c. Maleworker 0.48 Each 213.50
(IV) Overhead Charges @ 7.5% on ( i+ii )
 (V) Cotractor Profit @ 7.5% on ( i+ii )
Total rate per 10 mtrs. (i+ii+iii+iv)
Rate for one meter
(VI) Add carriage of pipe 1.00 mtr 44.91

Add for workers welfare cess 1%

TOTAL

or Say

D 63 mm HDPE Pipe Grade PE 80 PN 6.0 (Rate for 10 Mtrs.)

(I) Cost of pipe including taxes 10.00 mtr 89.53
(II) Labour for laying
a. Plumber 0.12 Each 253.50
b. Male worker 0.24 Each 213.50
(III) Labour for jointing & testing
a. Plumber 0.33 Each 253.50
b. Helper 1.25 Each 233.50
c. Maleworker 0.18 Each 213.50
(IV) Overhead Charges @ 7.5% on ( i+ii )
(V) Cotractor Profit @ 7.5% on ( i+ii )
Total rate per 10 mtrs. (i+ii+iii+iv)
Rate for one meter
(VI) Add carriage of pipe 1.00 mtr 6.26

Add for workers welfare cess 1%

TOTAL
or Say
Amount Remarks

6 7

35.49
59.78

73.52
233.50
29.89
32.41
32.41
497.00
49.70
0.50
145.25
195.44
220.30 / mtr

45.63
74.73

78.59
310.56
38.43
41.09
41.09
630.11
63.01
0.63
209.57
273.21 / mtr
309.00 / mtr
 63.38
106.75

116.61
448.32
53.38
59.13
59.13
906.69
90.67
0.91
447.75
539.33
539.30 / mtr

30.42
51.24

83.66
291.88
38.43
37.17
37.17
569.96
57.00
0.57
74.47
132.04
132.00 / mtr

20.28
34.16
4.08
4.08
62.61
 6.26
0.06
35.95
42.27
42.30 / mtr

20.28
34.16
4.08
4.08
62.61
6.26
0.06
6.32
48.66
54.98
58.60 / mtr

30.42
53.38
6.28
6.28
96.36
9.64
0.10
9.73
71.45
81.18
80.60 / mtr

30.42
53.38
6.28
6.28
96.36
9.64
0.10
108.79
118.52
117.95 / mtr
24,683.50
220.00

1,610.00

26,513.50

235.76
144.77
529.48

384.91

38.03
35.03
170.80
243.85
487.70
27,386.11
2053.96
2053.96
31,494.02
3,149.40
31.49
3,180.90 /Each.

26,245.80
220.00
 1,610.00

28,075.80

235.76
144.77
529.48

384.91

38.03
35.03
170.80
243.85
487.70
2171.13
2171.13
33,290.67
3,329.07
33.29
3,362.36 /Each.

34,994.40
280.00

3,220.00

38,494.40

235.76
144.77
529.48

544.77

63.38
 58.38
213.50
335.25
670.50
2978.23
2978.23
45,666.12
4,566.61
45.67
4,612.28 /Each.

52,491.60
340.00

5,199.60

58,031.20

235.76
144.77

529.48

876.80

76.05
70.05
234.85
380.95
761.90
4475.24
4475.24
68,620.39
6,862.04
68.62
6,930.66 /Each.

93,735.00
 440.00

5,320.00

99,495.00

235.76
144.77
529.48

1,494.13

76.05
70.05
234.85
380.95
761.90
7631.33
7631.33
117,013.68
11,701.37
117.01
11,818.38 /Each.

21,500.00
220.00

1,610.00

23,330.00

235.76
144.77
529.48

458.69
 38.03
35.03
170.80
243.85
487.70
1820.73
1820.73
27,917.85
2,791.79
0.95
2,792.73 /Each.

65,500.00
280.00

3,220.00

69,000.00

235.76
144.77
529.48

692.34

63.38
58.38
213.50
335.25
670.50
5277.21
5277.21
80,917.27
8,091.73
80.92
8,172.64 /Each.
104,200.00
340.00

5,199.60

109,739.60

235.76
144.77
529.48

1,061.26

76.05
70.05
234.85
380.95
761.90
8367.21
8367.21
128,297.18
12,829.72
128.30
12,958.01 /Each.

78,000.00
440.00

5,320.00

83,760.00

235.76
144.77
529.48
 1,863.05

76.05
70.05
234.85
380.95
761.90
6478.87
6478.87
99,342.69
9,934.27
2.62
9,936.89 /Each.

25,370.90
220.00

1,610.00
27,200.90

235.76
144.77
529.48

458.69

38.03
35.03
170.80
243.85
487.70
 2111.05
2111.05
32,369.39
3,236.94
32.37
3,269.31 /Each.

36,244.20
280.00

3,220.00

39,744.20

235.76
144.77
529.48

692.34

63.38
58.38
213.50
335.25
670.50
3083.03
3083.03
47,273.10
4,727.31
47.27
4,774.58 /Each.

77,487.60
340.00

5,199.60
 83,027.20

235.76
144.77
529.48

876.80

76.05
70.05
234.85
380.95
761.90
6349.94
6349.94
97,365.79
9,736.58
97.37
9,833.94 /Each.

131,229.00
440.00

5,320.00

136,989.00

235.76
144.77
529.48

1,494.13

76.05
70.05
234.85
380.95
 761.90
10443.38
10443.38
160,131.78
16,013.18
160.13
16,173.31 /Each.

1,624.74

63.38
116.75
106.75
286.88

48.77
147.03
147.03
2,254.44 /Each.
22.54
2,276.99 /Each.

1,999.68

63.38
116.75
106.75
286.88

48.77
175.15
175.15
2,685.62
26.86
2,712.48 /Each.
 2,249.64

63.38
116.75
106.75
286.88

48.77
193.90
193.90
2,973.08
29.73
3,002.81 /Each.

1797.69
35.95

35.49
59.78

111.54
350.25
44.84
182.67
182.67
2800.87
280.09
9.03
289.11
2.89
292.00 / mtr

292.00 / mtr

2694.02
53.88

45.63
74.73
 119.15
467.00
57.65
263.40
263.40
4038.85
403.89
13.44
417.32
4.17
421.50 / mtr

421.50 / mtr

5638.23
112.76

63.38
106.75

174.92
672.48
81.13
513.72
513.72
7877.09
787.71
28.33
816.04
8.16
824.20 / mtr

824.20 / mtr

8790.09
175.80

81.12
136.64

281.39
436.65
102.48
750.31
 750.31
11504.79
1150.48
44.91
1195.39
11.95
1207.34 / mtr

1207.34 / mtr

895.32

30.42
51.24

83.66
291.88
38.43
104.32
104.32
1599.58
159.96
6.26
166.22
1.66
167.88 / mtr
185.30 / mtr
 RATE OF PIPES AS PER EP&M LETTER NO- 1206 dt 29.11.16

Cost of pipe
as per inspect
EP&M rate ion total with Add 15%
Sl total(incl towards proft
No
PVC PIPES including fee@ GST@18%
GST(=col carriage
carriage) & OH(Excl. on
threading&l 0.8015 .3+4+5) Transp.)
ebelling / %
mtr

1 2 3 4 5 6 7 8 9
1 200mm HDPE pipe PE-63 PN-6 872.02 6.99 0.00 879.01 35.58 914.59 131.85
2 160mm HDPE Pipe Grade PE 80 PN 6 559.34 4.48 0.00 563.82 22.44 586.26 84.57
3 110mm HDPE Pipe Grade PE 80 PN 6 267.26 2.14 0.00 269.40 10.65 280.05 40.41
4 90mm HDPE Pipe Grade PE 80 PN 6 178.34 1.43 0.00 179.77 7.15 186.92 26.97

5 63mm HDPE Pipe Grade PE 80 PN 6 88.82 0.71 0.00 89.53 6.26 95.79 13.43
6 32mm HDPE pipe PE-80 PN-10 35.87 0.29 0.00 36.16 0.60 36.76 5.42
7 20mm HDPE pipePE-80 PN-10 22.10 0.18 0.00 22.28 0.60 22.88 3.34
8 160mm OD PVC Pipe 6kgf/cm2 361.82 2.90 0.00 364.72 28.33 393.05 54.71
9 110mm OD PVC Pipe 6kgf/cm2 171.60 1.38 0.00 172.98 10.65 183.63 25.95
10 90mm OD PVC Pipe 6kgf/cm2 119.13 0.95 0.00 120.08 7.15 127.23 18.01
11 63mm OD PVC Pipe 6kgf/cm2 58.84 0.47 0.00 59.31 6.26 65.57 8.90
13 25mm HDPE pipe PE-80 PN-10 25.69 0.21 0.00 25.90 0.60 26.50 3.88
14 20mm HDPE pipe PE-63 PN-10 17.17 0.14 0.00 17.31 0.60 17.91 2.60

Assistant Engineer, Asst. Executieve Engineer,

RWS&S Section, Biridi RWS&S Sub-Division, Raghunathpur
16

Total / mtr
incl.transport
& 15 %

10
1046.44
670.84
320.46
213.88

109.22
42.18
26.22
447.75
209.57
145.25
74.47
30.38
20.50
 LEAD STATEMENT FOR PVC PIPE LINE

Average
Sl.No.

Name of the materials Approved Carrage by Truck

distance
quarry for Tirtol Up to 5km Beyond 5km upto 50km
block area

Amout Kms Amount

1 2 3 4 5 6 7
1 200mm HDPE Pipe Balasore 240 1320.57 45 1830.15

2 160mm HDPE Pipe Balasore 240 1320.57 45 1830.15

3 110mm HDPE Pipe Balasore 240 1320.57 45 1830.15

4 90mm HDPE Pipe Balasore 240 1320.57 45 1830.15

5 63mm HDPE Pipe Balasore 240 1320.57 45 1830.15

6 15mm ASTM PVC pipe Balasore 240 1320.57 45 1830.15

7 20mm ASTM PVC pipe Balasore 240 1320.57 45 1830.15

8 200mm ASTM PVC pipe Balasore 240 1320.57 45 1830.15

CERTIFIED THAT THE LEAD STATEMENT IS TRUE TO THE BEST OF MY KNOWLEDGE

PVC PIPE LINE

Carrage by Truck
Beyond 50km, Total Capacity Carrage
carriage of Truck in per mtr.
Kms Amount for Truck mtr. Length
load
8 9 10 11 12
190 6055.30 9206.02 205.00 44.91

190 6055.30 9206.02 325.00 28.33

190 6055.30 9206.02 685.00 13.44

190 6055.30 9206.02 1020.00 9.03

190 6055.30 9206.02 1470.00 6.26

190 6055.30 9206.02 15000.00 0.61

190 6055.30 9206.02 12720.00 0.72

190 6055.30 9206.02 205.00 44.91

ST OF MY KNOWLEDGE
 GOVERNMENT OF ODISHA
RURAL DEVELOPMENT DEPARTMENT
ODISHA, BHUBANESWAR

PROJECT REPORT

FOR RURAL PIPED WATER SUPPLY SCHEME

FOR THE VILLAGE -TENTULIPADA IN TIRTOLG.P.

UNDER TRITOL BLOCK OF JAGATSINGHPUR
DISTRICT

ESTIMATED COST: RS. 206.67 LAKHS

YEAR : 2014-15

Rural water supply & sanitation

Division, Jagatsinghpur
DEVIATION STATEMENT FOR ACCORDANCE OF REVISED ADMINISTRATIVE APPROVAL
FOR RPWS TO VILL-IBRISINGH UNDER TIRTOL BLOCK.

Provisions in
original Estimate Provisions in Status of
Slno Name of items Reasons for deviation
( Vide AA No- Revised Estimate deviation
5464/21.05.14)
1 Head works 1996399.00 895066.00 Same

2 Distribution system 10194882.00 2304675.23 Same

3 Elevated Overhead 5168922.00 1560000.00 Same

reservoir
4 Treatment with 1235000.00 60000.00 More
chloriation
arrangements
5 Total 18595203.00 4819741.23

6 Contigency 1% 185952.03 48197.41

7 Survey & Investigation 185952.03 48197.41

1%
8 External electrification 335120.00 500000.00 Same

9 Five year O & M 1364511.00 288440.00 More New provision as per

present govt policy
decission.

10 Grand Total 20666738.06 5704576.06

Say 206.67 57.05

Lakhs Lakhs

Assistant Engineer, Asst. Executive Engineer Executive Engineer

RWSS Section, Manijanga RWSS Sub-division, Raghunathpur RWSS Division, Jagatsinghpur
 GENERAL ABSTRACT AS PER ORIGINAL ESTIMATE

1 HEAD WORKS Rs 1,996,399.00

2 TREATMENT PLANT Rs 1,235,000.00

3 ELEVATED STORAGE RESERVOIR Rs 5,168,922.00

4 RISING MAIN & DISTRIBUTION SYSTEM Rs 10,194,882.00

TOTAL Rs 18,595,203.00

5 1%CONTINGENCIES Rs 185,952.03

6 1%SURVEY & INVESTIGATION Rs 185,952.03

7 EXTERNAL ELECTRIFICATION Rs 335,120.00

8 O&M Rs 1,364,511.00

GRAND TOTAL Rs 20,666,738.06

SAY Rs 206.67 Lakhs

Junior Engineer Asst. Engineer Executive Engineer

RWS&S Section RWS&S Sub-Division RWS&S Division
Pattamundai Pattamundai Kendrapara

Superintending Engineer Chief Engineer

RWS&S Circle , Cuttack RWS&S , Orissa
Bhubaneswar
SLSSC 60.46
 PRESSURE STATEMENT OF AUG.PWS TO TULANGA(IBRISINGH)
VILLAGE IN TIRTOL BLOCK OF JAGATSINGPUR DISTRICT

Station Distan Population Flow inPeak Flow Dia of Frictional Total H.G.in R.L.in R.H.in
in mtr Main Branch Total KLD in MLD pipe headloss headloss mtr Mtr Mtr
in mm M/1000m in mtr
1 2 3 4 5 6 7 8 9 10 11 12

S 40.40 28.68 11.72 ESR

350 0 6856 6856 479.92 1.44 200(GI) 7.88 2.76
A 37.64 28.44 9.20
500 271 2900 3171 221.97 0.67 160 1.89 0.95
B 36.69 28.32 8.37
100 150 2100 2250 157.5 0.47 110 7.21 0.72
C 35.97 28.12 7.85
300 25 1420 1445 101.15 0.30345 110 3.18 0.95
D 35.02 27.58 7.44
200 35 875 910 63.7 0.19 110 1.35 0.27
E 34.75 27.18 7.57
100 0 675 675 47.25 0.14 110 0.78 0.08
F 34.67 27.28 7.39
50 0 600 600 42 0.13 110 0.63 0.03
G 0 34.64 27.26 7.38
200 0 500 500 35 0.11 110 0.45 0.09
H 34.55 27.12 7.43
1500 250 0 250 17.5 0.05 90 0.37 0.55
I/ 34.00 27.00 7.00 MRH
A 37.64 28.44 9.20
900 200 2885 3085 215.95 0.65 160 1.80 1.62
J 36.02 28.42 7.60
680 225 410 635 44.45 0.13 110 0.69 0.47
K 35.55 28.32 7.23
720 190 0 190 13.3 0.04 90 0.22 0.16
L/ 35.39 28.18 7.21
J 36.02 28.42 7.60
50 200 1270 1470 102.9 0.31 110 3.28 0.16
J4 35.23 28.08 7.15
150 220 800 1020 71.4 0.21 110 1.67 0.25
J5 34.98 27.88 7.10
550 260 0 260 18.2 0.05 90 0.39 0.22
J6/ 34.76 27.64 7.12
C 35.97 28.12 7.85
100 0 655 655 45.85 0.14 110 0.74 0.07
C1 34.69 27.10 7.59
100 0 475 475 33.25 0.100 110 0.41 0.04
C2 34.64 27.08 7.56
600 175 0 175 12.25 0.04 90 0.19 0.11
C3/ 34.53 27.08 7.45
D 35.02 27.58 7.44
600 0 0 510 35.7 0.11 110 0.46 0.28
D1 34.74 27.12 7.62
200 250 0 250 17.5 0.05 90 0.37 0.07
D2/ 34.67 27.10 7.57
B 36.69 28.32 8.37
500 0 650 650 45.5 0.14 160 0.10 0.05
B1 34.62 27.10 7.52
500 0 650 650 45.5 0.14 90 2.15 1.07
B2 33.54 26.22 7.32
200 100 400 500 35 0.11 90 1.32 0.26
B3 33.54 26.22 7.32
200 200 0 200 14 0.04 92 0.24 0.05
B4/ 33.50 26.18 7.32
C2 34.64 27.08 7.56
50 0 300 300 21 0.06 90 0.51 0.03
C4 34.61 27.14 7.47
100 125 0 125 8.75 0.03 90 0.10 0.01
C5/ 34.60 27.12 7.48
J 36.02 28.42 7.60
500 250 530 780 54.6 0.16 110 1.02 0.51
J1 35.51 27.88 7.63
800 280 0 280 19.6 0.06 90 0.45 0.36
J2/ 35.15 27.54 7.61
J1/ 35.51 27.88 7.63
350 761 0 761 53.27 0.16 110 0.97 0.34
J3/ 34.26 27.12 7.14
A 37.64 28.44 9.20
100 0 600 600 42 0.13 90 1.85 0.19
A1 37.45 28.18 9.27
217 300 0 300 21 0.06 90 0.51 0.11
A2/ 37.34 28.10 9.24
H 34.55 27.12 7.43
200 250 0 250 17.5 0.05 90 0.37 0.07
H1/ 34.48 26.96 7.52
G 34.64 27.26 7.38
150 100 0 100 7 0.02 90 0.07 0.01
G1/ 34.63 26.97 7.66
F 34.67 27.28 7.39
100 75 0 75 5.25 0.02 90 0.04 0.004
F1/ 34.67 27.18 7.49
D1 34.74 27.12 7.62
200 260 0 260 18.2 0.05 90 0.39 0.08
D3/ 34.66 27.12 7.54
C4 34.61 27.14 7.47
100 175 0 175 12.25 0.04 90 0.19 0.02
C6/ 34.59 27.12 7.47
C1/ 34.61 27.14 7.47
100 180 0 180 12.6 0.04 90 0.20 0.02
C7/ 34.59 27.14 7.45
B3 33.54 26.22 7.32
 100 200 0 200 14 0.04 90 0.24 0.02
B5/ 33.52 26.18 7.34
B2 33.54 26.22 7.32
200 150 0 150 10.5 0.032 90 0.14 0.03
B6/ 33.51 27.22 6.29
A1 37.45 28.18 9.27
200 300 0 300 21 0.06 90 0.51 0.10
A3/ 37.35 27.18 10.17
J5 34.98 27.88 7.10
200 280 0 280 19.6 0.06 90 0.45 0.09
J7/ 34.89 27.74 7.15
J5 34.98 27.88 7.10
300 260 0 260 18.2 0.05 90 0.39 0.12
J8/ 34.86 27.68 7.18
J4 35.23 28.08 7.15
350 250 0 250 17.5 0.05 90 0.37 0.13
J9/ 35.10 27.88 7.22
K 35.55 28.32 7.23
280 220 0 220 15.4 0.05 90 0.29 0.08
K1/ 35.47 28.22 7.25

Assistant Engineer Assistant Executive Engineer

RWS&S SECTION,MANIJANGA RWS&S SUBDIVISION,RAGHUNATHPUR
 RATE OF MATERIALS(NON SCHEDULE ITEMS)
Slno Name of Item Rate
a) GI PIPES(Inclusive cost of pipe & fittings,labour,welding,T&P all taxes etc complete)
1 150mm GI pipe (MG) (TATA/Jindal) 1501
2 100mm GI pipe (MG) (TATA/Jindal) 952
3 80mm GI pipe (MG) (TATA/Jindal) 659
65mm GI pipe (MG) (TATA/Jindal) 500
b) GI FITTINGS(Inclusive cost of materials,labour,T&P all taxes etc complete)
1 150mm GI Bend 1966
2 100mm GI Bend 936
3 80mm GI Bend 562
4 150mm GI equal TEE 2816
5 100mm GI equal TEE 2512
6 80mm GI equal TEE 1200
7 150mm GI Flange 431
8 100mm GI Flange 318
9 80mm GI Flange 243
10 150x100mm GI R/S 1171
11 100x80mm GI R/S 773
12 100x50mm GI R/S 680
13 150x80mm GI R/S 1080
14 80mm GI D/F Collumn pipe Nut& bolt, Rubber insertion 3114
15 80mm thick GI Thrust plate(Cover plate) for 200 mm dia production well 850
16 GI/MS Clamp(Heavy duty) 425
PUMP SET-KSB/Kirloskar/Crompton/Texmo/CRI make(Inclusive cost of
c) materials,taxes,transportation & Instalation
1 3 HP 3phase Pump set (KSB/Crompton make) 21000
2 5HP 3phase Pump set (KSB/Crompton make) 25000
3 7.5 HP 3phase Pump set (KSB/Crompton make) 30000
4 10HP 3phase Pump set (KSB/Crompton make) 33500
5 12.5 HP 3phase Pump set (KSB/Crompton make) 42500
6 15 HP 3phase Pump set (KSB/Crompton make) 47600
7 Lowering of pump & Motor 4000
8 80mm GI 0.60mtr Short piece one end threaded and other end flanged 600

CONTROL PANEL-BCH/Harvels/L&T Make.(Inclusive cost of materials,taxes, Transportation

d) & Installation)
1 3HP Control Panel 3500
2 5HP Control Panel 4500
3 7.5HP Control Panel 6000
4 10HP Control Panel 7200
5 12.5HP Control Panel 9000
6 15HP Control Panel 10900
e CABLES
1 2.5mm2 Flat cable 78
2 4mm2 Flat cable 113
 3 6mm2 Flat cable 169
4 8mm2 Flat cable 227
5 10mm2 Flat cable 284
6 35mm2x3.5 core Armod cable 175
7 25mm2x3.5 core Armod cable 125
8 16mm2x3.5 core Armod cable 105
9 6mm2 steel rope 50
10 THREE PHASE SERVOR Stabilizer-15 KVA Input150-450) 37125
11 THREE PHASE SERVOR Stabilizer-20 KVA Input150-450) 45000
12 THREE PHASE SERVOR Stabilizer-25KVA Input150-450) 56625
13 THREE PHASE SERVOR Stabilizer-30KVA Input150-450) 64500
14 Brass Pressure gauge(10kgf/cm2) 900
15 Nut & Bolt 80
16 Rubber Insertion 70
17 Individual House connection 1500
18 150mm Dia D/F Butterfly valve (Audco/WC/Kirlosker) 10420
19 100mm Dia D/F Butterfly valve (Audco/WC/Kirlosker) 6650
20 Internal Electrification(Double room) 23591
21 Internal Electrification(Single room) 19500
22 CI Items 85.25
f) Valves(Inclusive 5% Taxes) CE ltr no 90/dt 8.6.08
1 150mm dia Sluice Valve 7333
2 100mm dia Sluice Valve 4685
3 80mm dia Sluice Valve 3513
4 65mm dia Sluice Valve 3056
5 50mm dia Sluice Valve 2520
6 16mm dia Air Valve 578
7 25mm dia Air Valve 788
8 100mm dia NR Valve Vide CE Ltr no-96/dt 18.9.02 5145
9 150mm dia NR Valve 6510
10 80mm dia NR Valve 3255
Unit

Per Mtr
Per Mtr
Per Mtr
Per Mtr

Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Each Set

Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each

Per Each
Per Each
Per Each
Per Each
Per Each
Per Each

Per mtr
Per mtr
Per mtr
Per mtr
Per mtr
Per mtr
Per mtr
Per mtr
Per mtr
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each

Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
Per Each
 Certificate

1) During pumping test it is ascertained that the yield of the source near Kotapur
habitation At-Ibrishingh village is 26.80 Lps. Which is enough to meet the present
demand of water as per provision made in the scheme.

Asst. Engineer, Asst.Exe. Engineer, Executive Engineer,

RWS&S Section,Manijanga RWS&S Sub-Divn,Raghunathpur RWS&S Divn, Jagatsinghpur

2) Certified that, after due household survey and field verification & detail engineering
survey using required instruments the detail drawing, design & estimate have been
prepared for technical sanction.

Asst. Engineer, Asst.Exe. Engineer, Executive Engineer,

RWS&S Section,Manijanga RWS&S Sub-Divn,Raghunathpur RWS&S Divn, Jagatsinghpur

3) Certified that the lowest rate of non- schedule materials have been derived from
available manufacturers / Authorized dealer/EPM / DGS&D Rate Contract Holders.

Executive Engineer,
RWS&S Divn, Jagatsinghpur
 Annexure-I
ESTIMATE FOR SINKING OF 200MM DIA PVC PRODUCTION WELL

A Cost of Labour
Sl. Description Qty Uinit Rate Amount
No
1 Labour for drilling a perfectly vertical bore hole
of specified dia for a specified depth below
ground level in alluvial soil strata by mud
Rotary Rig drilling as required to suit the site
condition as per the direction of Engineer in
charge including supply of Rig with its
accessories, tools and plants and all
consumables etc. For a finished bore suitable
for lowering of 200mm dia PVC Pipe for
housing fitted with sockets and with or without
wall screen as per the necessary for soft
medium, hard and boulder formations.

a) For Drilling of 200 (8”) dia bore hole

i) From 0 Meter. to 30th Meters. 30 mtr 1120 33600.00
ii) From 31st Meters. to 60th Meters. 30 mtr 1181 35430.00
iii) From 61st Meters to 90th Meters 30 mtr 1269 38070.00
iv) From 91st Meters to 120th Meters 30 mtr 1346 40380.00
v) From 121st Meters to 150th Meters 30 mtr 1348 40440.00
vi) From 151st Meters to 180th Meters 30 mtr 1348 40440.00
vii) From 181st Meters to 210th Meters 30 mtr 1522 45660.00
viii) From 211st Meters to 240th Meters 30 mtr 1522 45660.00
2 Labour for lowering the following sizes of PVC
casing pipes with or without slotted pipes as
per the necessity from ground level up to 300
Meters. depth and fitted and fixed up in
perfectly vertical position including cutting and
threading of blank pipes and slotted pipes and
supplying and fixing of all jointing materials
extra sockets T&P etc. All complete and
keeping the top of the casing pipes threaded
including plugging the tube well to prevent
entry of foreign materials.

a) 200mm dia PVC Casing Pipes

i) From 0 Meter. 60th Meters. 60 mtr 71 4260.00
ii) From 61st Meters to 120th Meters 60 mtr 71 4260.00
iii) From121 Meters to 180 Meters
st th
60 mtr 71 4260.00
From 181 Meters to 240 Meters
st th
iv) 60 mtr 71 4260.00
3 Cleaning and developing the tube well with
compressor (supplied by the contractor)
continuously worked till clear and adequate
discharge is obtained from the tube well
including supply and use of necessary
equipments and labour as per the direction of
Engineer-in-charge.

a) From tube well of 200mm dia 1 No 21,980 21980.00

4 Supplying all materials labour and T&P and
providing sanitary Sealing by cement concrete
grounting of angular space ground .The P.V.C
casing pipe up to 5.00 mtrs. Below ground
Level (including cost of cement) as per the
direction of Engineer-in-charge.

1 No 3,297 3297.00
5 Labour charge for gravel packing of specific
size(P-6) of Gravel( to be supplied by the
contractor) as per the Direction of Engineer-in-
charge) Although the bore around the pipe and
strainer)

i) Around 200mm dia tube well bore 68 mtr 98 6664.00

6 Supplying all labour T&P and providing saline
sealing By cement slurry grounting in angular
space ground the casing pipe as per the
direction of Engineer-in-charge (cement will be
supplied by the Deptt.)The pumping unit and
grounting pipe is to be provided by the
contractor.
6 mtr 2,115.00 12690.00
Total ` 381,351.00
B Cost of Materials
200mm dai pvc pipe( In mtr) 240 mtr 1700 408000.00
200mm dai pvc bell plug 1 No 591 591.00
200mm dai pvc end cap 1 No 643 643.00
200mm dai pvc Short piece 1 No 409 409.00
200mm dia Rubber 'O' Ring 80 Nos 34 2720.00
Silicon Sealant(Anabaond) 20 Nos 377 7540.00
419,903.00
General Abstract
1 Cost of Labour Rs 381351.00
2 Cost of Materials Rs 419903.00
3 Construction platform for production well Rs 12624.00
Total ` 813878.00

Assistant Engineer Asst.Executive Engineer

RWS&S Section, Manijanga RWS&S Subdivision, Raghunathpur
 35
ANNEXTURE - E - 6
ANALYSIS FOR Z BEND, COLUMN PIPE
INCLUDING COST OF ACCESSORIES AND
LABOUR CHARGES
Sl No. Description of Material Qnty Unit Rate Amount
1 Supplying all labour T&P for fitting & fixing of
65 mm dia Column pipe ( 8 nos ) of 10'00"
long with 15 nos of G I flange, fittings, wire
rope, M S Clamp, well cover, nut & bolt,
Rubber insertion and fabrication of 80 mm dia
G I Z bend with accessories for 12'0" long
including fixing of 15 mm dia 10 kgf/ cm 2
pressure gauge, connecting to rising main
through 16 mm dia PVC pipe etc. all
complete.

a 65 mm dia Column pipe ( 8 nos ) of 10'00"

long with 15 nos of G I flange, fittings, wire
rope, M S Clamp, well cover, nut & bolt, 1.00 Item 31494.00 31494.00
Rubber insertion

b 80 mm dia G I Z - bend 1.00 Each 11863.00 11863.00

c Labour charge for lowering of pump motor
with column pipe & fitting & fixing of Z bend
with supply of ruuber insertion and other 1.00 set 6000.00 6000.00
required materials including testing etc. all
complete.
Total 49357.00

Junior Engineer, Assistant Engineer

R W S & S Section,Pattamundai RWS&S Sub-Divn, Pattamundai

Executive Engineer
RWS&S Division, Kendrapara
 ANNEXTURE
ANALYSIS - E - 5COLUMN PIPE
FOR Z BEND, 34
INCLUDING COST OF ACCESSORIES AND
150 MM DIA Z BEND &CHARGES
LABOUR 80 MM DIA COLUMN PIPE
Sl No. Description of Material Qnty Unit Rate Amount
1 Supplying all labour T&P for fitting & fixing of
80 mm dia Column pipe ( 8 nos ) of 10'00"
long with 15 nos of G I flange, fittings, wire
rope, M S Clamp, well cover, nut & bolt,
Rubber insertion and fabrication of 150 mm
dia G I Z bend with accessories for 12'0" long
including fixing of 15 mm dia 10 kgf/ cm 2
pressure gauge, connecting to rising main
through 16 mm dia PVC pipe etc. all
complete.

a 80 mm dia Column pipe ( 8 nos ) of 10'00"

long with 15 nos of G I flange, fittings, wire
rope, M S Clamp, well cover, nut & bolt, 1.00 Item 38091.00 38091.00
Rubber insertion

b 150 mm dia G I Z - bend 1.00 Each 15547.00 15547.00

c
Labour charge for lowering of pump motor
with column pipe & fitting & fixing of Z bend
with supply of ruuber insertion and other 1.00 set 6000.00 6000.00
required materials including testing etc. all
complete.

Total 59638.00

Junior Engineer, Assistant Engineer

R W S & S Section,Pattamundai RWS&S Sub-Divn, Pattamundai
 Annexture-10 45 50
ESTIMATE FOR THE WORK "EXT. ELECT. WORK

Total
Sl. No Description of items Unit Rate
Qnty Amount
1 9 mtr PSC Pole Each 3218.06 4 12872.24
2 11 Kv 'V' Cross arm Each 618.63 2 1237.26
3 MS Back Clamp for 11 Kv V Each 53.07 2 106.14
4 11 Kv Pole Top 'F' clamp Each 88.37 2 176.74
5 11 Kv GI Pin Each 68.57 6 411.42
6 11 Kv Pin Insulator Each 35.48 6 212.88
7 11 Kv T & C Hardware fitting Each 101.52 6 609.12
8 11 Kv T & C Disc Insulator Each 253.76 6 1522.56
9 18mm GI HT Stay Each 465.89 3 1397.67
10 7/10 GI Stay wire Kg 44.88 45 2019.60
11 MS clamp for stay set Pair 114.36 6 686.16
12 11 Kv Stay Insulator Each 15.86 3 47.58

40mm GI perforted pipe Earthing

13 Each 540.00 5 2700.00
Device

14 100 X 50X 6mm MS Channel Kg 49.88 250 12470.00

15 75 X 40 X 6mm MS Channel Kg 43.00 160 6880.00
16 50 X 50 X 5mm MS Angle Kg 43.00 80 3440.00

17 16mm MS Nut & Bolt with washer Kg 56.18 40 2247.20

18 11 Kv Lightning Arrester Each 561.10 3 1683.30

19 3 Pole 11 Kv AB switch Set 6563.50 1 6563.50
20 3 Pole 11 Kv HG Fuse Set 7478.76 1 7478.76
21 No. 6/8 GI wire Kg 42.78 30 1283.40
22 55 Sqmm AAA Conductor Km 26066.93 0.200 5213.39

Distribution box for S/S

23 Each 10762.50 1 10762.50
transformer 25 KVA

24 50 Sqmm 3.5core PVC Cable Mtr 342.84 10 3428.40

25 Allm. cable lugs of different sizes Each 80.85 30 2425.50

26 Barbed Wire LS 19000.00 1 19000.00

27 Danger Board No 60.00 7 420.00
28 Concreting of Pole No 350.00 4 1400.00
29 Concreting of Stay No 230.00 3 690.00
30 Sundries Each 1000.00 1 1000.00
31 Earthing device coil type No 94.97 2 189.94
25 KVA 11/0.4 KV Transformer
32
(Star rated)
Each 53823.00 1.00 53823.00

Cost of materials 2008-09 164398.26

Cost of materials 2009-10 5% 172618.17

46

Cost of materials 2010-11 5% 181249.08

Cost of materials 2011-12 5% 190311.53

Cost of materials 2012-13 5% 199827.11

TOTAL 199827.11
Supplying all labour, T&P including
Errection, Transportation etc.with
19.5 38966.29
Testing & Commissioning all
Complete.

Deposit of security, supervision

charges,inspection charges &
50000.00
service connection with cost of 3Q
meter etc
G.Total 288793.39
Or Say 288793.00

Junior Engineer Asst. Engineer

RWS&S Section R WS&S Sub-Division
Pattamundai Pattamundai
 Annexture e-16 55
ESTIMATE for construction of Brick masonary sluice valve chamber(0.9x0.9 X
1.10m)
Sl. No Length BreadtHeight Qnty. Unit Rate Amount
No. Item description in Rm in Rm in Rm in in Rs
No./Rm/Sqm/Cum in Rs
1 2 3 4 5 6 7 8 9 10
a) Earth Work in all kinds of soil
within initial lead of 50.00m and
Chamber
1.5m initial lift including rough
dressing and levelling the bed with 1 1.40 1.40 1.40 2.74 Cum
all labour T&P etc. complete as 2.74 Cum 272.33 Rs154.00
directed by the Engineer - in
Charge.

b) Filling in foundation and plinth with

sand well watered , rammed etc
including all cost conveyance
roalty ,labour and T&P etc.
complete as directed by the
Engineer - in Charge.

1 1.40 1.40 0.15 0.29 Cum

0.29 Cum 27.81 Rs8.00
c) Cement concrete (1:4:8) using
4cm size hard granite crusher
Chamber
broken metal with all cost
conveyance,royalty,taxes etc all 1 1.40 1.40 0.15 0.29 Cum 37.03 Rs11.00
complete.
d) Brick work with K.B. Bricks having
crushing strength between
2 1.40 0.25 1.10 0.77 Cum
100kg/cm2 to 149kg/cm2 in
Cement mortar(1:6) in F/P . 2 0.90 0.25 1.10 0.50 Cum
1.27 Cum 266.18 Rs337.00
e) 3" thick precast (0.08m) cover slab
Reinforced Cement concrete
1 1.40 1.40 0.08 0.16 Cum 8100.00 Rs1,270.00
(1:1.5:3) with 12mm hard granite
chips(Crusher broken) with all cost
conveyance,royalty,taxes etc all
complete.

f) Supplying , fitting , fixing & placing

uncoating bar reinforcement
Taking 1.00 qntl/cum of item no:- 0.16
complete as per drawing &
technical specification complete. 0.16 Qntl 5670.34 907.00

g) Supplying all labour,T&P and

materials for 12mm thick Cement 0.9 1.00
4 3.60 sqm
plaster (1:4) over brickwork
including neat cement 2 1.40 0.25 0.70 sqm
punning,watering and curing etc. 2 0.90 0.25 0.45 sqm
complete.
4.75 sqm 0.00 Rs0.00
Total Rs2,687.00
Add for workers welfare cess 1% 26.87
2713.87
or Say 2713.90
 HIRE CHARGES OF PLANTS AND MACHINERIES
Sl. No. Description of Machine Activity Output Unit
1 2 3 4 5
1 Vibratory Roller 8--10 Tonnes (A) Earth/ Soil 100Cum/Hour Per Hour
(B) GSB 60Cum/Hour Per Hour
C) WMM 60Cum/Hour Per Hour
2 Smooth Wheeled Roller 8-10 Tonnes (A) Soil Comaction 70Cum/Hour Per Hour
(B) BM Compaction 25Cum/Hour Per Hour
3 Hotmix Plant 8-10 Tonnes Premix Cum/Hour Per Hour

4 Bitumen Boiler Oil fired Bitumen Spraying 1500Litre Per Hour

5 Tar Boiler Bitumen Spraying Per Hour

6 Pump with 5 HP Diesel Engine Pumping Water Per Hour

7 Pump with 10 HP Diesel Engine Pumping Water Per Hour

8 Pump with 20 HP Diesel Engine Pumping Water Per Hour

9 Pump with 40 HP Diesel Engine Pumping Water Per Hour

10 Pump with 40 HP Electrical Per Hour

11 Pump with 50 HP Electrical Per Hour

12 Concrete Mixture
(A) 04/0.28 CUM Concrete mixing 2.5Cum/Hour Per Hour
(B) 01 CUM Concrete mixing 7.5Cum/Hour Per Hour

13 Vibrator (3 HP Diesel) Compacting Concrete Per Hour

14 Generator 33KVA Generation of electricity 50 KVA Per Hour

15 Motor Grader 110HP@ 50Cum/Hr

Clearing 200Cum/Hour
Spreading 200Cum/Hour
GSB 50Cum/Hour
WMM 50Cum/Hour
16 Tractor Pulling 50 HP Per Hour
17 Rotavator Mixing 25.00Cum/Hour Per Hour

18 Water Tanker 6KL Capacity Water transport 6.00KL Per Hour

19 Tractot-Rotavator Pulling/Mixing Per Hour
INERIES
Rate in Rs.
6
864.35
864.35
864.35
294.78
294.78
891.30

111.30

64.35

51.30

93.91

144.35

241.74

129.57

158.26

153.91
153.91

92.17

208.70

1343.48
1343.48
1343.48
1343.48
200.87
9.57

506.09
210.44
 SCHEDULE OF RATE:- LABOUR COMPONENT

Sl. Wages in
Description Unit
No. Rupees

1 2 3
(A) Category Unskilled
1 Male Mulia Per Day 213.50
2 Women Mulia Per Day 213.50
(B) Category Semi skilled
3 Mason Helper/Semiskilled mulia Per Day 233.50
4 Stone Packer Per Day 233.50
5 Sangi Mulia Per Day 233.50
6 Rod Binder & Bender Per Day 233.50
(C)Category Skilled
7 Mason 2nd.class /Skilled Mulia Per Day 253.50
8 Carpenter Per Day 253.50
9 Painter Per Day 253.50
10 Black smith Per Day 253.50
11 Plumber Per Day 253.50
(D)Category Highly Skilled
12 Mason 1st.class Per Day 273.50
13 Rod binder/Black Smith Per Day 273.50
14 Carpenter Special Per Day 273.50
15 Stone Dresser Per Day 273.50
16 Painter Special Per Day 273.50
17 Boring mistry Per Day 273.50
18 Winch operator Per Day 273.50
 Schedule Of Rates:-2014

Sl. Particulars Unit Post GST

No. Rate
1 2 3 4
1 Well burnt clamp bricks (25cm*12cm), having crushing 1000nos. 3089.36
strength not less than 35kg/cm2
350nos 1081.28
2 Well burnt KB bricks (25cm*12cm), having crushing strength 1000nos. 4844.26
not less than 35kg/cm2
350nos 1695.49
3 KB Bricks Khoa 4cm size. cum 298.72
4 CB Bricks Khoa 4cm size. cum 257.02
5 Screened and washed gravel for concrete 12mm to 20mm. cum 138.1
6 Gravel or moorum for road work. Cum 45.71
7 Screened & washed sharp sand for mortar. Cum 48.57
8 Sand for filling and road blinding. Cum 42.86
9 Clay Mortar for masonry work with admixture of sand. Cum 47.62
16 Granite stone broken metal 40 mm size
a) Crusher broken Cum 709.52
b) Hand broken Cum 566.67
17 Granite stone broken chipps 26.5 mm size
a) Crusher broken Cum 747.62
b) Hand broken Cum 569.52
18 Granite stone broken chipps 25mm size
a) Crusher broken Cum 761.9
b) Hand broken Cum 580.95
19 Granite stone broken chipps 20mm size
a) Crusher broken Cum 1000
b) Hand broken Cum 784.76
20 Granite stone broken chipps 13.2mm size
a) Crusher broken Cum 1033.33
b) Hand broken Cum 797.14
21 Granite stone broken chipps12mm size
a) Crusher broken Cum 1048.47
b) Hand broken Cum 810.48
22 Granite stone broken chipps 10mm size
a) Crusher broken Cum 1071.43
b) Hand broken Cum 823.81

23 Granite stone broken chipps 6.7mm size

a) Crusher broken Cum 716.19
24 4.7mm size Granite chips Cum 647.62
27 Non-sal bullahs 75mm dia of any length Meter 39.83
28 Non-sal bullahs 125mm dia of any length Meter 60.58
29 Sal bullahs 75mm to120mm dia of any length Meter 83.82
30 Nonsal wood scantling & plants for shutters. cum 16421.58
31 Nonsal wood reapers cum 9987.55
32 Seasoned rough dressed sawn salwood having minimum
dimension 50mm to 150mm & upto 2.75meter long.

Cum 27212.45
33 Seasoned sal wood planks for shutters. cum 26698.76
34 Seasoned Teakwood planks for shutters. cum 56688.8
35 Seasoned Piasal wood planks for shutters. cum 43079.67
36 Fire wood MT 4240
37 Binding wire Kg 67.23
38 Empty cement bag (HDPE) 100 nos 313.01
39 Empty bitumen drum 1 no 107.32
40 Marble chipps Qtl. 528.38
41 Marble powder Qtl. 307.42
42 White cement Qtl. 1515.75
43 Shell lime unslaked and screened Kg 16.19
44 Coal Tar 1 litre 37.45
45 Cement Paint kg 36.22
46 Plastic Emulsion Paint litre 196.06
47 Distemper kg 51.97
48 Red Oxide Primer Litre 101.57
49 Enamel paint Litre 149.61
50 A.C. Sheet Sqm. 146.46
51 A.C. Sheet Ridges 1-pair 148.03
52 G.C.I. Sheet 0.3 mm thick Sqm. 239.15
54 Bentonite powder Qntl 257.64
55 Earth Cum
56 Water KL
 DETAILS OF DISTRIBUTION SYSTEM FOR AUG.PWS TO TULANGA AND ADJOINING VILLAGES
UNDER TIRTOL BLOCK IN JAGATSINGHPUR DISTRICT NOT TO SCALE

90mm
26.96 150m 26.97 110mm
90mm H1 110mm G1 50m 110mm E1
200m 200m 100m 90mm
BALIPATANA 27.12 27.26 F 27.28 200m
27.00 E
I H G 27.18 N
90mm 90mm SANILO
1500m 100m 27.18 F1
SPECIFICATION 110mm
NEW PIPELINE-BLACK 90mm 27.12 D3 90mm 200m
OLD PIPELINE-BOLD 200m 200m
URALI D2 27.12 27.58
27.10 D
D1
110mm
C3 600m
28.18 L 27.08 110mm
BADILO 300m
90mm 110mm 110mm
90mm 600m 100m 100m
720m 27.08 C2 27.10 C1 28.12
90mm 90mm C
280m 50m
28.32 K1 BANDHAMUNDI 90mm
27.12 J3 K 28.22 C6 27.14 100m
PAIKASAHI GOUDASAHI 27.12 27.12 27.14
C4 C5 C7 110mm
90mm 90mm 90mm 100m
350m 110mm 100m 100m S
110mm 680m 160mm 28.68 160mm 160mm
500m 350m 500M 500M
27.88 J1 28.42 J 28.44 A 28.32 B 27.10 B1 FROM
TO
ERASAMA 90mm 26.18 B5 90mm TULANGA PWS
J2 90mm 350m 160mm 90mm 90mm 100m
27.54 800m J9 28.08 900m 100m 200mB4 B2 26.22
JOGISAHI 27.88 J4 110mm A3 27.18 26.18
IBRISINGH 150m 27.18 A1 26.22 B3
J6 27.88 J5 PATASURA KOTAPUR 90mm 90mm 90mm
27.64 27.68 90mm 217m 200m 27.22 B6 500m
J8 200m KHUNDAL SILANDI
90mm 90mm 90mm 28.10 A2
550m 200m BEONLA 300m

27.74 J7
Assistant Engineer Assistant Executive Engineer
RWS&S Section,Manijanga RWS&S Subdivision,Raghunathpur
 FLOW DIAGRAM AND POPULATION DISTRIBUTION
H1 0 E1
250 100 0 675 200
I 250 H 100 600 F E 200
250 0 G 75
250 500 D3 75 35
260 910
D2 260 D
L 250 D1 0
190 220 250 510 25
190 220 175 0 0 1445
K K1 0 175 C2 475 655 C
225 300 C6 C5 180 C1
635 175 C4 125 180 C7 150
250 250 200 175 S 125 0 2250 0
250 780 J 3085 A 6856 B 650
J1 300 0 271 B1 0
280 200 300 A1 600 3171 200 B5 650
280 J2 1470 A3 300 200 B2
250 A2 300 B4 B3 150
250 J4 220 200 100 150
J8 1020 200 500 B4
J6 J7
280 J5 260
260 280 260
260 J7
 Assistant Engineer Assistant Executive Engineer
RWS&S Section,Manijanga RWS&S Subdivision,Raghunathpur
 LIST OF AWC AND SCHOOLS IN COVERAGE AREA OF PROPOSED PWS SCHEME.
Sl. No G.P Village Name of AWC/School Remarks
A List of AWC
1 Ibrisingh Ibrisingh Ibrisingh
2 Ibrisingh Badilo Badilo
3 Ibrisingh Sanilo Sanilo
4 Ibrisingh khandola khandola

B List of School
1 IBRISINGH IBRISINGH B.P. IBRISINGH PRY. SCHOOL
2 IBRISINGH BADILO BADILO PRY. SCHOOL
3 IBRISINGH IBRISINGH JAYAKRUSHNA VIDYAPITHA ,IBRISINGH
4 IBRISINGH SANILO SANILO PRY. SCHOOL

Assistant Engineer Asst.Executive Engineer

RWS&S Section, Manijanga RWS&S Subdivision, Raghunathpur