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UTTAR PRADESH JAL NIGAM

D.P.R. FOR THE BODWAL GROUP OF VILLAGES WATER SUPPLY SCHEME(SMVS)

BLOCK: - BANKATI

DISTRICT – BASTI UNDER: R.W.S.S.P.-LIS (WORLD BANK)

(CATEGORY:-SMVS)

Capital Cost : Rs. 314.50 Lacs EXECUTIVE ENGINEER Estimate No. : Ist Construction Division, Year : 2013-2014 U.P. Jal Nigam Basti

From To1 2 3 41 Salient features2 Project Report3 Financial Statement

3.1 Form “J” (Comprehensive)3.2 General Abstract of Cost (Comprehensive)3.3 General Abstract for Operation and Maintinance3.4 Form “J” (Civil)3.5 General Abstract of Cost (Civil)3.6 Form “J” (E&M)3.7 General Abstract of Cost (E&M)4 Economics

4.1 Abstract of Economics4.2 Statement of Annual Income4.3 Annual recurring expenditure on Maintenance4.4 Annual recurring expenditure on Maintenance Staff4.5 Annual recurring expenditure on Chemicals4.6 Annual recurring expenditure on Electricity4.7 Annual recurring expenditure on Repair of Works4.9 Annual recurring expenditure on cess levy4.8 Break up of Cost5 Technical Statement6 Estimates ( Civil Works )

6.1 Estimate for Pump House Cum Chloronomme6.2 Estimate for Rising Main and Appurtenent Works 6.3 Estimate for R.C.C. Over Head Tank 6.4 Estimate for Distribution System

6.41 Estimate for Bulk Distribution System6.42 Estimate for Intra-Village Distribution System for G.P.-16.43 Estimate for Intra-Village Distribution System for G.P.-26.5 Details of Pipe6.6 Details of Excavation6.7 Details of Sluice valve, Air valve, Scour valve and Fire Hydrant6.8 Details of Road Cutting6.9 Estimate for boundary wall and gate

7.00 Estimate for Staff Quarter7.10 Estimate for SCADA7.11 Estimate for Maintinance (3 months Trial)

7 Estimates ( E&M Works )7.1 Estimate for Construction of T.W.7.2 Estimate for Pumping plant & Chlorinating Plant7.3 Estimate for Internal Electrification

PRELIMINARY D.P.R. FOR THE BODWAL GROUP OF VILLAGES WATER SUPPLY SCHEME(SMVS) UNDER: R.W.S.S.P.-LIS (WORLD BANK,CATEGORY:-SMVS)

INDEX

Sl. No. Particulars Page no

From To1 2 3 4

INDEX

Sl. No. Particulars Page no

7.4 Estimate for Transmission line8 Unit Estimate

8.1 Unit Estimate of pump house by pass chamber8.2 Unit Estimate of boundary wall8.3 Unit Estimate of gate with pillar8.4 Unit Estimate of staff quarter8.5 Unit Estimate of sluice valve chamber(masonary type)8.6 Unit Estimate of sluice valve chamber(surface box type)8.7 Unit Estimate of fire hydrant chamber8.8 Unit Estimate of air valve chamber8.9 Unit Estimate for connection9 Schedule of rates

10 Annexure10.1 Labour material rates10.2 Water test report10.3 Strata chart10.4 Hydrogeological Feasibility Report10.5 Design of Drilling and Size of pipes for construction of T.W.10.6 Selection of Dozer10.7 Consumption of Pee Gravel10.8 Clearification about Transportation of Rig Machine.10.9 Sanitary Survey of Water Supply Sources

10.10 Disaster Management Data Sheet10.11 Environmental Data Sheet10.12 Generic Environment Management plan10.13 Gram Panchayat Proposal for land

11 Maps and Drawing11.1 Map of Utter Pradesh11.2 Map of District11.3 Seismic map of India11.4 Wind Zone map of India11.5 Drawing of Pump House11.6 Drawing of Staff Quarter

11.7Type Design Drawing of Chambers,Doser connection,Pump house connection,Culvert crossing, Nala crossing, Thrust block, Boundry wall with gate and detail of pipe in OHT

11.8 Site Plan 11.9 Key Plan

11.10 Base Map of G.P.111.11 Base Map of G.P.211.12 Hydraulic flow diagrame of G.P.111.13 Hydraulic flow diagrame of G.P.2

SALIENT FEATURES

1a. Name of project

1b. Name of Block/Tehsil/Distt.

1c. Name of Gram Panchayats in Scheme.

Base Middle Ultimate2015 2030 20458700 10800 13200

3 Source of Water4 Rate of water supply in lpcd5 Head works6 Nature of treatment

1 D.I. K-7 200 30

1 D.I. K-7 200 1040

1 PVC PIPES 6kg/sqcm 200 8922 PVC PIPES 6kg/sqcm 160 23403 PVC PIPES 6kg/sqcm 140 5134 PVC PIPES 6kg/sqcm 110 16085 PVC PIPES 6kg/sqcm 90 18716 PVC PIPES 6kg/sqcm 75 3207 PVC PIPES 6kg/sqcm 63 16026

23570.00

Sl.No. Type DetailCapacity (in Kl.)

Staging (in m)

Sl. no.

b.c.d.

BLOCK - BANKATI, TEHSIL - BASTI SADAR , DISTT.- BASTI

Class Length (in m)

Class Dia (in mm)

Length (in m)

Maximum DoseAverage Dose

Residual Chlorine

7

Census20118174

pressur feed jartype of capecity 24gallon.

B. BYE PASS

O.H.T.

Type Details

P. H. No.

Bardad

Dia (in mm)

0.50 ppm

D.P.R. FOR THE BODWAL GROUP OF VILLAGES WATER SUPPLY SCHEME(SMVS) UNDER: R.W.S.S.P.-LIS (WORLD BANK, CATEGORY:-SMVS)BLOCK - BANKATI, TEHSIL - BASTI SADAR , DISTT.- BASTI

SALIENT FEATURED.P.R. FOR THE BODWAL GROUP OF VILLAGES WATER SUPPLY SCHEME(SMVS)

1

Location of land for water works

Population2

Underground

80.50Tube wellDisinfections

Service Reservoir9

A. RISING MAINConveyance8

Grand TotalC. DISTRIBUTION SYSTEM

Sl.No. Type of Pipe

Type of Pipe

a.

Total=

Proposed 750

0.20 ppm

18

1.00 ppm

Disinfections10Type of Chlorinator

Bodwal Gram Panchayat & Bardad Gram Panchayat

11 Initial Stage(2015)

Middle Stage(2030)

a 31449900.0 31449900.0

b 3614.93 2912.03

c Average water produced per day in Kl. 700.00 869.00

d Cost of water production per Kl.(n Rs.) 2.91 2.86


Middle Stage(2030)

a 288000.00 324000.00

b 11950.00 15600.00

c 276360.00 283650.00

e 1791.00 2223.00

628501.00 712573.00


Middle Stage(2030)

a 1740 2160

b 1740 2160

c 1461600.00 2073600.00

1461600.00 2073600.00

628501.00 712573.00

833099.00 1361027.00

Per capita costin Rs.

Total

Annual maintenance expenditure Rs.

31449900.0

2382.57

1063.00

20000.00Expenditure on chemicals

946717.00

1904483.00

2851200.00

87100.00 123900.00

ASSISTANT ENGIEER

440100.00

2717.00

946717.00

Financial implications

Annual Expenditure(in Rs.)

Total Capital cost in Rs.

Ultimate Stage(2045)

Ultimate

Stage(2045)

d

Cess Charges

3.15

Number of anticipated house connections

Expenditure on electricity

360000.00

2640

2640

Expenditure on annual maintenance andrepair charges


Net Profit (+) / Loss (-)

Expenditure on maintenance staff

Total=

Annual Income (in Rs.)

Number of house holds

2851200.00Annual rental value of private connection charges

50400.00

PROJECT REPORT

1.0

1.11.2

2.02.1

INTRODUCTIONOBJECTIVE :

Most Population of India lives in villages. Rural sector has got a significant role in overall

development of the country. An indian village, apart from being a representive unit of Indian

culture, custom, traditions, social and religious, rituals it also occupies an important place in

shaping the agriculture based economic system of the country. Inspite of huge allocation of

national budget for rural sector every year, a little so for could be done towards providing

basic infra structural facilities in rural sector of the country. Drinking water supply, drainage,

sanitation and waste disposal are still the areas requiring particular attention of the nation.

Present condition of these services in U.P., the most populous state of the country, does not

leave a good impression on the observer besides adding to unsanitary conditions and

environmental pollution and in the long run affecting the national economy. It is also

imperative to mention that supply of safe and adequate drinking water to the people is

directly associated with the physical, social and economic health of the country.


PROJECT REPORT

Two Gram panchayat namely Bodwal and Bardad are included in this scheme.The

District Basti is one of the three Districts of Basti Commissionary with the head quarter at

Basti. It is located in East Uttar Pradesh. District Basti is surrounded by District Santkabeer

Nagar in East, District Faizabad and District Ambedkar Nagar in South , District

Siddharthnagar in north and District Gonda in the west. The Letitude & Longitude of the

Village is 26°45'16''N & 82°53'20''E respectively and the District Head Quarter is connected

by rail and road with Lucknow main line of North Eastern railway on broad gauge. The village

Bodwal & Bardad is situated at Munderwa to Mahdewa road in block Bankati of Tehsil Basti

Sadar. The project area consisting of two Gram Panchayat namely Bodwal and Bardad and

these gram panchayat consisting three villages namely Bodwal , Badhauni urf Shivpur &

Bardad respectively.

AUTHORITY :Utter pradesh selected for the world bank programme, so this pipe water supply Scheme

has been prepared as per instruction of C.E.(Rural) U.P.Jal Nigam, Lucknow in the meeting

organised by him on dated 11-03-2013 under Rural Water Supply Scheme (RWSSP-LIS For

World Bank).

LOCATION :SCOPE OF PROJECT

2.2

2.3

2.4

3.03.1

3.2

SOURCE :A Kathnaia river flows nearly 5 Km away in North-East from the project area. However,

the water of this river can not be used for this project because,this river becomes dry in the

summer season.The river Ghaghra is 30 km away in south of the project. Due to lot of

distance surface water can not be used for as economic point.The depth of water table in

project area varies from 5.00 m to 8.00 m.The project area has sandy ground water bearing

strata. In general, hand pumps are successful and are main source of drinking water,Hence

the ground water is best source for this project. At present there are 31 rural piped water

supply scheme in running condition and 5 rural piped water supply scheme are under

construction in the district. By the end of March-13 approximately 39427 india mark II. hand

pumps were installed in the villages of district Basti.

The under ground water of the Bodwal & Bardad Village adopted in scheme is fit for

drinking. Water sample test reports of India Mark-II hand pumps are found safe. The scope

of this project is limited to provide safe drinking piped water supply system to the village

including in this scheme.

PROJECT AREA :

The general topography of the area is slightly undulating. The maximum difference

between the highest and lowest point is about 3.2 m. The mean sea level of the project

area is 89.61 meter, hence the total station survey work was carried out by this MSL.The

R.L. of proposed water work site is 90.17 .

QUALITY OF WATER :

TOPOGRAPHY :

CLIMATE :

LOCATION :Bodwal & Bardad gram panchayat including this project is situated in Block- Bankati

Tehsil-Basti Sadar, District -Basti in Eastern Uttar Pradesh. The Letitude & Longitude of the

Village is 26°45'16''N & 82°53'20''E respectively and the village is connected by metalled

road with the District, Tehsil and Block Head Quarters. This village situated a distance of

about 25 km. from District Head Quarter .

The climate of Basti district varies from hot dry in summer to extreme cold in winter.

The maximum temperature of Basti district rises to 46 degree Celsius during summer and

drops down to a minimum of 4 degree Celsius during winter season. The average rainfall

being 1195 mm which occurs between the month of july to September.

3.3

3.4

4.0

5.0

6.0

Almost in all the villages, there is no arrangement for disposal of water. Thus the

domestic water and storm water flows over the surface and finally discharging into the ponds

and river, situated at out skirts of the village. House hold garbage is collected in form of the

composting pits/heaps both inside and out side the village. In absence of environmental

awareness sanitation and personal hygiene, proper healths are badly affected. The present

situation of drainage, sanitation and solid waste disposal of water is very alarming and is

definitely a great concern for village environment.

PRESENT STATUS OF WATER SUPPLY :

NECESSITY OF PIPED WATER SUPPLY SCHEME :

Bodwal & Bardad village itself has been non developed village. The habitants of the

area possess good potentially for development. Majority of people are engaged in agriculture

therefore the source of livelihood of inhabitants of mainly agriculture. Some inhabitants are

also engaged in small scale business and some are engaged in job of government and

private sector. The majority of the population of the area belongs to the group of above

poverty line, hence they are capable to afford water charges.

EXISTING SERVICES (SANITATION, DRAINAGE AND WASTE DISPOSAL) :

TOPOGRAPHY SURVEY:

SOCIO-ECONOMIC CONDITION :

Although the villages of project area are saturated by installation of India mark II hand

pumps. But provision of adequate and safe potable water for the public is the main objective,

which can be achieved by providing piped water supply scheme in this village included in

this scheme. The rural area of the district is highly effected from AES/JE. This disease

caused by mainly non availability of potable water. This gram panchayt is highly effected by

the JE/AES desease. Hence these area should be benefitted by chlorinated potable water,

so the piped water supply scheme being prepared.

Shallow hand pumps and India Mark-II hand pumps is the main source of drinking water.

Shallow hand pumps draw water from upper most water bearing strata and this water is not

fit for drinking purpose due to water born disease,Nearly 150 India mark II hand pumps have

also been installed in the villages included in the estimate.The Munderwa Group of village

water supply scheme tube well have yield of 900 lpm, which is at 3.0 km distance from the

projectc area(Strata chart enclosed in annexure).

Engineering survey by total station has been done and Auto CAD Drawing is prepared

from output of total station. (output of total station survey are annexed in anexure)

7.0

8.0

i.

ii.

iii.

iv.

v.

vi.

vii.

9.0

S. No.

1

2

3

The adopted total population and G.P. wise population shown as below:-

6942

8618

10533

1758

2182

Population of Bodwal G.P.

Population of Bardad

G.P.

2667 Ulti. stage (2045)

Total Population

8700

10800

iv. Simple graph plot method

Proposals of this estimate have been framed as per guide lines provided in the manual

of Water Supply and Treatment of CPHEEO, Ministry of Urban Development, Govt. of

India.Design criteria for rural water supply programme circulated by Chief Engineer (Rural),

U.P. Jalnigam, Lucknow vide his letter no Sl. No. 49 Dated. 07-01-13. for preparation of

Rural W/S Scheme (RWSSP-LIS for World Bank).

i. Arithmetical increase method

ii. Geometrical increase method

iii. Incremental increase method

Rate of water supply as 80.5 lpcd (including 15% over 70 lpcd for loss of water in pipe line)

through house connection only.

The base year, mid year and design year population is to be worked out by various

conventional methods of population projection and most suitable population shall be adopted

for design of various components.

Storage capacity is to be calculated on draw off pattern at mid stage demand .

Minimum size of distribution pipe to be kept as 63mm (O.D.) for PVC pipe of 6 kg/sqm.

vi. Semi log graph method

Minimum terminal pressure to be kept as 7 m reduced to 3 m at public stand post. Peakfactor taken as 3.

DESIGN PARAMETERS :

13200

Based on above guide lines, the following design parameters have been adopted :-

Design period to be kept 30 years, commencing from the year 2015 (initial stage), 2030(middle stage) and 2045 (ultimate stage).

DESIGN CRITERIA :

Tube well is to be provided for mid stage demand. No stand by tube well is to be providedand one no. spare pumping plant is to be provided.

Stage

POPULATION AND WATER DEMAND :In this Estimate Provide single OHT for both Gram Panchayat, because the proposed

water works site is centrally located. According to the design criteria for the rural water

supply scheme the scheme is being prepared for 30 years considering the base year as

2015 and design years as 2045.The total combine population of both Gram Panchayat has

been worked out by the following methods.

Initial stage (2015)

Mid stage (2030)

Total SC/ST

1971 701 2739 844

1981 530 3386 -

1991 857 3931 532

2001 07427300 5163 1520

1971 702 192 81

1981 531 205 -

1991 858 320 93

2001 07427400 355 131

1971 703 712 159

1981 532 847 -

1991 859 1108 168

2001 07427500 1397 290

10

11

355

419

978

1397

Total=1.Sukali Purwa /

Harizan Basti

2.Bardad

Total=

Bardad

1.Bodwal Bazar

2.Bodwal

Total=1.Badhauni urf Shivpur

Census Population

1549

3614

5163

355

Bodwal

Bodwal

Badhauni urf

Shivpur

The details of habitations and population shown in the below:-

Name of Gram

Panchayat

Name of

Village

Census decade Code Name of

Habitation

Population of Habitation

at 2001

Bardad

RATE OF WATER SUPPLY :The rate of water supply including 15%extra over 70 lpcd for losses and wastage of

water has been taken as 80.5 lpcd for whole population.

WATER REQUIREMENT :Based on the above rate of water supply, the water requirement for the both gram

panchayat at initial, middle and ultimate stage works out as under:

Initial stage 2015 700 KLD

Midl stage 2030 869 KLD

Ulti. Stage 2045 1063 KLD

12.012.1

12.2

12.3

12.4

12.5

12.6

As per information made available by the executive engineer construction division (E &

M) U.P. jal nigam, Gorakhpur the discharge of about 1500 lpm to 2000 lpm is expected from

the proposed tube well to be installed in the village Bardad. Hence taking the safety factor

the yield of 1250 lpm is being proposed from the T.W. in the estimate.

LAND AQUISITION :

The water work site has been provided by the gram panchayat in the village Bardad for the

construction of water works free of cost.The site centrally located with in the both gram

panchayat, hence only one reservoir have been proposed for minimizing the cost of project.

POWER TRANSMISSION LINE :

The provision for power transmission line has been made in the estimate for energisation

of tube well.

PUMPING PLANT :Availability of power has been taken as 12 hours so a submersible pumping plant of 1250

lpm discharge and 41 m pumping head coupled with as 20 BHP three phase electric

submersible motor and all the appurtenant work has been proposed to be installed over tube

well.

DISINFECTION :The villages under the project are situated in AES/JE affected area.As per BIS 10500 the

minimum residual chlorine in such areas should be 0.5 ppm for virus protection ,so a

bleaching Powder solution feeder displacement type Chlorinating plant of 24 gallon capacity

has been proposed near the over head tank and accordingly the provision that chlorine

dose of 1.0 ppm so as to give a residual chlorine of 0.5 ppm at the farthest end of the

distribution system in the rainy season (month July to September) and remaining month

provide 0.2 ppm.

Good aquifers of sufficient thickness are available in the project area. Hence tube well

has been proposed as the source of water supply. The Bankati Group of village water supply

scheme tube well have yield of 1700 lpm, which is at 10.0 km distance from the projectc

area.The tube well in this area have a yield of about 1500 lpm to 2000 lpm. Hence this

discharge of proposed tube well as 1250 lpm can be easily ascertain.

YEILD OF THE TUBE WELL :

PROPOSALS-SOURCE OF WATER SUPPLY :

12.7

12.8

12.9

12.10

Sl. Dia Length

No. (in mm) (in m)1 6kg/sqcm 200 8922 6kg/sqcm 160 23403 6kg/sqcm 140 5134 6kg/sqcm 110 16085 6kg/sqcm 90 18716 6kg/sqcm 75 3207 6kg/sqcm 63 16026

23570

PVC PIPESPVC PIPESPVC PIPESPVC PIPES

ClassType of Pipe

PVC PIPES

From tube well to over head tank a rising main of 200 mm dia D.I. K-7 has been

proposed in the estimate. The economical size of rising main has been worked out by design

attached in the technical statement and is checked for water hammer phenomenon also.

STORAGE RESERVOIR :Single OHT provided for both Gram Panchayat. Storage capacity is to be calculated on

draw off pattern at mid stage demand. Staging of OHT has been decided by the economical

design of the distribution system.Hence a R.C.C. over head tank of 750 KL Capacity over a

staging of 18 m has been proposed to be constructed. One outlet pipes for both Gram

Panchayat proposed to be provided.The dia. of outlet pipes mentioned in the estimate of

OHT. The calculations have been made in the technical statement.

DISTRIBUTION SYSTEM :The distribution system network has been designed in a most economical way with the

help of computer software by E.D.P. Cell U.P. Jal nigam Lucknow with peak factor as 3.00

minimum terminal pressure of 7.00 m and minimum size of pipe as 63mm (O.D.) Necessary

provisions has also been for valves and fittings at suitable places and their chambers as

shown on the index plan attached with the project and 1740 house connections for each

house holds have been proposed to provided drinking water from MPDE pipes with

necessary ferrule end tap. Necessary provision for dismantling and reinstatement of different

type of road surface has also been made in this estimate. The details of pipe is given below-

PVC PIPESPVC PIPES

Total=

PUMP HOUSE CUM CHLORINATING ROOM :Pump house of size (3.0X2.5X3.0) with chlorinating room size (2.5X1.3X3.0) m as per

departmental type design has been proposed in the scheme.

RISING MAIN :

Sl. Dia LengthNo. (in mm) (in m)1 1 200 102 51 200 410

12.11

12.12

12.13i.

ii

12.14

13.0

Type of Pipe

SCHEDULE OF RATES :

The following distribution line taken in bulk work:

line no.

PVC PIPESPVC PIPES

(b) Pump attendent cum chaukidar : 1 No

(c) Tax Collector : 2 No

(c) Plumber : 1 No

WATER RECHARGING :

BOUNDARY WALL AND GATE-

The water recharging not required in this area.

AUXILARY WORK :

The staff required for proper and effective maintenance and running of the water supply

system on the basis of standard norms has been proposed in this estimate as described

below-

(a) Pump operator : 1 No

MAINTENANCE STAFF :

Boundary wall arround the water works with a 3.60 m wide M.S. gate has been

proposed to be constructed for the safety of the water works and pump house. Necessary

filling of earth have been taken in the estimate.

Necessary provision has been made to meet out the cost of reinstatement of P.W.D.

roads or other types road or brick pavements, C.C. road which would be necessitated to be

dismantled while laying the line. For avoiding to cutting of main mettaled road, trenchless

pipe line laying have been proposed.

The latest rates of centralized materials circulated by material manager U.P. jal nigam

Lucknow vide his letter no. 1858/Purchese/general/(2121-0095)/2012/46 dated-03/08/2012

& 1659/Purchese/General(1221-0095)66-Dated-28/06/2010 has been adopted for preparing

this project. The rates of other material and labour as circulated by superintending Engineer

Consruction construction circle U.P. Jal Nigam ,Basti vide office order no. 470/v-03/02

dated 13-04-2012.

SCADA (supervisory control and data acquisition)A simple SCADA provided in water works site to automatically operate the pumping

plant, water level in OHT and digital bulk flow water meter at inlet of OHT .

1. For Common Works:

2. For Internal village:

BULK DISTRIBUTION LINES :

REINSTATEMENT OF ROAD :

14.0

15.0

Provision for five year Operation and Maintinance of this scheme for common works and

one year Operation and maintinance for the intra-village works,the common works will be

maintained by the construction agency free of cost except electric bills and intra-village will

be maintained by the gram panchayat.The Gram Panchayat will maintained the internal

distribution system while source and reservoir will be maintained by the Jal Nigam after five

years of the aforesaid maintrnance period, as per criteria.

TARRIF AND REVENUE :

It is, therefore, suggested that water charges @ Rs. 70 , 80 & 90 per family per

month be levied in the initial , middle and ultimate stages on the 100 % of the project

users. Annual revenue from water charges calculated on above rate, work out to Rs.

1461600 , Rs. 2073600 and Rs. 2851200 in year 2015 , 2030 and 2045 respectively

against an annual O & M cost of Rs. 744482.75 , Rs. 908536.5 and Rs. 1222662.25 in

year

Private connection have been proposed in the project, It may be appreciated that safe

water production and its distribution is a costly process involving a huge amount of initial and

recurring capital and potable water thus becomes a commodity having a price. Any

commodity supplied free of cost, or at much, lower rates than its production cost, becomes

valueless rendering the public ignorent towards its economical and rational use. It is high

time that water supply is treated as an industry, and its product-water as a commodity is paid

for. Not with-standing the present situation of public consciousness about safe drinking water

a beginning has to be made to put a price tag on water. Many a times it may be argued that

a poor section of the society can not afford to pay for water. But the money spent by the

same section on smoking, liquor and other unhealthy activities indicates that the priorities

are not proper and that is what is required to be set right. Water is going to become a scarce

commodity.It is, therefore, necessary to direct efforts towards appropriate and conjunctive

use of water. With the above apprehension in view, it becomes imperative that at least the

cost of operation and maintenance of water supply scheme is met with the revenue

collected.

MAINTENANCE OF THE SCHEME :

16.0

Sl.

No11

2

3

4

5

6

7

8

9

10

11

12

17.0

(i).

(ii).

(iii) Capital Cost of this scheme is 314.5 lacs which is finaced by the World Bank and GOI. A

dummy five year Operation and maintinace of amounting Rs.3249531.75 shown in the

estimate, but this amount is not added in the Capital cost of the estimate.

Per capita maintenance cost in Rs.

Per capita income in Rs.

Rate of water of supply per capita, per day in litre

Particulars

2

Cost of production of water per Kl. in Rs.

255668.00

31449900.00

1461600.00

3614.93

31449900.00

Daily water requirement in Kl.

2015 , 2030 and 2045respectinely resulting into an annual profit/loss of Rs. 717118 , Rs.

1165064 and Rs. 1628538 in year 2015, 2030 and 2045 respectively. Thus the project shall

be self-sustainable throughout the design period on the basic of tarrif rates suggested as

above.

Requirment of funds during various stages of implementation period has been worked

out keeping in view the following assumptions :

Population

IMPLEMENTATION SCHEDULE

388250.12

8700

80.50

84.12

700.00

3

Total annual income in Rs.

Initial Stage(2015) Ultimate

Stage(2045)5

13200

Average annual production of water in Kl.Total Capital cost of the scheme in lacs

ECONOMICS :Based on above financial implications and cost structure, the economics of the scheme has

been worked out and is summarised in the following table :-

744482.75

717117.25

192

Middle

Stage(2030)4

10800

80.50

869.00

2912.03

2073600.00

908536.50

Net Profit (+)/ Loss (-)

31449900.0

3.15

2851200.00

1222662.25

2.862.91

1165063.50

80.50

1063.00

92.63

317393.56

The project shall be technically and financially sanctioned in July, 2013.

Implementation period shall be 24 month commencing from July, 2013. The project shall becommissioned in July, 2015.

216168

Total annual recurring expenditure in Rs.

1628537.75

2382.57Per capita cost

85.57

18.0

(i).

(ii).

(iv).

(v).

19.0

19.1

19.2

19.3

ENVIRONMENTAL IMPACT :

It is imperative to mention that there are a numerous invisible savings that are caused

as a result of clean and safe environment to be provided by the proposed service of piped

water supply. Such savings or benefits can not be fully quantified in terms of monetary gains,

but their impact can be well perceived in form of good health, longivity of life, reduction in

cost of hospitalization for fighting diseases and consequently extra working days/years and

improved socio-economic conditions. These benefits are not apparently visible but cost

heavily on ex chequer and national economy.

Following agencies shall be involved in the project at different stages.

U.P. State Electricity Board : Power Supply.

INSTITUTIONAL RESPONSIBILITIES :

Gram Sabha Bodwal & Bardad : Project Users, beneficiaries.

Several studies both at national and international levels have concluded that most of the

diseases are either water borne or water related. Consumption of safe and clean drinking

water will help to control all these infectious diseases which are caused by pathogens. Some

of the important infectious diseases related to consumption of infected water are fluorosis,

typhoid, cholera, dysentery, diarrhoea, gastro-enteritis, viral hepatitis and amoebiasis etc.

Environmental impact may be defined as the sum of the short term and long term

effects of any proposed action (of absence of action) on man himself and on physical,

biological and socio-economical environment, including the effects of policies. legislature

proposal, programmes, projects and operational practices, attention needs to be paid

significant adverse effects on the quality of man's life including both those that affect him

directly and those that affect him indirectly through adverse effects on the environment.

U.P. Jal Nigam : Project preparation, Technical sanction, Appraisal, Implementation

(Execution), maintenance and monitoring.World Bank, G.O.I. Government: World Bank and Government of India financing the project.

19.4

20.0

Countersigned

( Er. Lakhan Singh )

With the above remarks, the D.P.R. for the Bodwal & Bardad Gram Panchayat water

supply scheme of amounting to Rs. 314.5 lacs under World Bank Assissted Rural Water

Supply and Sanitation Project for Low Income State (RWSSP-LIS) has been technicaly

approved by the Competent Authority subject to to further community consultation.

( Er. Siyaram Prasad)

After implementation and commissioning of the project, the entire population of the

project area shall be benefited with safe, clean and wholesome potable pipe water supply

system thereby ensuring a clean and healthy environment.

Construction Circle,U.P.Jal Nigam

Executive Engineer1st Construction Division,

U.P.Jal Nigam,Basti

Superintending Engineer

Basti

CONCLUSION

As stated earlier, the project area needs deliberate and sincere endeavours for

promoting health and sanitary environment. Introduction of piped water supply scheme in

Bodwal & Bardad Gram Panchayat shall have a significant impact on the aforesaid direct

and indirect benefits. It may also be pointed out that this project does not include any such

proposal / activity, which at any stage might have adverse affect either on environment or on

natural resources in the the project area. The project is thus eco-friendly.

FINANCIAL STATEMENT

1 2 3 4 51.0 Capital Cost of work 30533900.00 - 30533900.00

2.0 Contingencies 30533900.00 2.00% 610678.00

3.0 Add Labour Well fare Cess 30533900.00 1.00% 305339.00

31449917.00314.5 lacs

Checked By

JE (T)Construction DivisionU.P.Jal Nigam, Basti

Superintending Engineer,1st Construction Division, U.P.Jal Nigam Construction Circle,

Basti U.P.Jal Nigam,Basti

PREPARED BY

U.P.Jal NigamGorakhpur


UNDER: R.W.S.S.P.-LIS (WORLD BANK, CATEGORY:-SMVS)BLOCK - BANKATI, TEHSIL - BASTI SADAR , DISTT.- BASTI

Form (J) (Comprehensive)

Say

Total Amount (Rs.)

Sl.No

Total

Description Amount (Rs.)

%age Charges

(Er. Chandra Bhusan)Chief Engineer

RECOMMENDED BY

(Er.P. K. Chaurasia) (Er. Siyaram Prasad) (Er. Lakhan Singh ) Assistant Engineer Executive Engineer

APPROVED BY

Sl. No.

Description Estimated Amount (Rs.) as per schedule

1 2 3A BULK WATER SUPPLY WORKS

A-1 E & M WORKS

1 Tube well 1140000.002 Pumping Plant & Chlorinating Plant 499000.003 Internal Electrification in Pump House 10000.004 Power Transmission line for Tubewell 452000.00

2101000.00

A-2 CIVIL WORKS1 Pump house cum chloronome 283700.002 Rising main and bye pass arrangenment 270900.003 R.C.C. Over Head Tank 8395900.004 Bulk Water Distribution System 574500.005 Boundary wall and gate 481100.006 Staff Quarter 562000.007 Simple SCADA System 200000.008 Three month maintinance (trial & run) 72100.00

10840200.00

12941200.00

B INTRA-VILLAGE WORKS1 Intra-village distribution system and other works

for Bodwal Gram Pachayat. 2762200.002 Intra-village distribution system and other works

for Bardad Gram Pachayat. 14830500.0017592700.00

30533900.00

Assistant Engineer



GENERAL ABSTRACT OF COST (CAPITAL WORKS)

Sub Total (A-2)

Sub Total (B)

Grand Total (A+B)

Grand Total (A=A1+A2)

Sub Total (A-1)

S. No. Description Cost of works

1 2 3A

(O&M OF Bulk Water Supply works for 5 years)

1 Expenditure on Regular maintenance of works 252000.00

2 Expenditure on Electricity 1381800.00

3 Expenditure on Chemicals 59750.00

4 Expenditure on maintinace staff 1440000.00

3133550.00

B INTRA-VILLAGE WORKS

1Expenditure on Regular maintenance of works for Bodwal Gram Panchayat @ 0.25% of intra-village Distribution system. 6905.50

2Expenditure on Regular maintenance of works for Bardad Gram Panchayat @ 0.25% of intra-village Distribution system. 37076.25

3 Staff for tax collection (daily wages) @ Rs. 3000.00 per month in each G.P. 72000.00

115981.753249531.75

ASSISTANT ENGINEER

GENERAL ABSTRACT OF COST (O &M)

Sub Total (A)

Sub Total (B)

Grand Total (A+B)


BULK WATER SUPPLY WORKS

(O&M of Intravillage distribution system and other works for 1 year)

1 2 3 4 5

1.0 Basic Cost of work 28432900.00 - 28432900.00

2.0 Contingencies 28432900.00 2.00% 568658.00

3.0 Add Labour Well fare Cess 28432900.00 1.00% 284329.00

29285887.00292.86 lacs

Checked By

JE (T)Construction DivisionU.P.Jal Nigam, Basti

PREPARED BY

(Er.P. K. Chaurasia) (Er. Siyaram Prasad) Assistant Engineer Executive Engineer

1st Construction Division, U.P.Jal NigamBasti

APPROVED BY

Chief Engineer U.P.Jal Nigam

Gorakhpur

Form (J) (Civil)

Sl.No Description Amount (Rs.) %age Charges Total Amount (Rs.)

U.P.Jal Nigam,Basti

Total



Say

(Er. Chandra Bhusan)

(Er. Lakhan Singh )Superintending Engineer,

Construction Circle,

RECOMMENDED BY

Sl. No.

Description Quantity Unit Amount (In Rs.)

1 2 3 4 5

A

1 Pump house cum chloronome 1 No. 283700.00

2 Rising Main 40 m 270900.00

3 R.C.C. Over Head Tank 1 No. 8395900.00

4 Bulk Water Distribution System 0.42 Km 574500.00

5 Boundary wall and gate 120.00 m 481100.00

6 Staff Quarter 1 No. 562000.00

7 Simple SCADA System 1 No. 200000.00

8 Three month maintinance (trial & run) 3 month 72100.00

10840200.00

B

1 Intra-village distribution system and other works for Bodwal Gram Pachayat.

6.459 Km 2762200.00

2 Intra-village distribution system and other works for Bardad Gram Pachayat.

16.691 Km 14830500.00

17592700.00

28432900.00

Sub Total (A)

BULK WATER SUPPLY WORKS

INTRA-VILLAGE WORKS

Sub Total (B)

Assistant Engineer

Total



GENERAL ABSTRACT OF COST (Civil)

Sl No. Description of item Amount Centage Amount(inRs.) (inRs.)

1 2 3 4 5

1 Total cost of works 2101000.00 2101000.00

2 Contingencies 2101000.00 2% 42,020.00

3 Labour Cess 2101000.00 1% 21010.00

TOTAL 2164030.00TOTAL 2164000.00

SAY 21.64 LACS

ESTIMATE FOR CONSTRUCTION OF TUBEWELL& OTHER E./M. WORKS BODAVAL GROUP OF VILLAGES

WATER SUPPLY SCHEME UNDER WORLD BANK PROGRAMME

DISTRICT : BASTI

FORM 'J'(E./M. WORKS)

PREPARED BY RECOMMENDED BY

( S.R. GUPTA ) ( F.B. CHAUDHARY ) ASSISTANT ENGINEER EXECUTIVE ENGINEER

SUPERINTENDING ENGINEER(I./W.)

CONSTRUCTION DIVISION(E/M) CONSTRUCTION DIVISION(E./M.)U.P. JAL NIGAM U.P. JAL NIGAM GORAKHPUR GOAKHPUR

U.P. JAL NIGAM U.P. JAL NIGAM GORAKHPUR LUCKNOW

CHECKED BY APPROVED BY

COMPUTOR ( M.T. ANWAR )CONSTRUCTION DIVISION(E/M)

Sl No. Description of work Qty. Rate Amount(in Rs.) (in Rs.)

1 2 3 4 5

1 Cost of Tube well 1 No. 1140000.00 1140000.00

2 Cost of Pumping Plant, Chlorinating

Plant . 2 No. 499000.00 499000.00

3 Internal Electrification of Pump House 1 No. 10000.00 10000.00

4 Power Transmission line for Tubewell 1 No. 452000.00 452000.00

TOTAL 2101000.00

ASSISTANT ENGINEERASSISTANT ENGINEER

ESTIMATE FOR CONSTRUCTION OF TUBEWELL & OTHER E./M. WORK IN BODAVAL GROUP OF VILLAGES


DISTRICT : BASTI

GENERAL ABSTRACT OF COST(E./M.WORKS)

ECONOMICS

Sl. No

Particulars Initial Stage(2015)

Middle Stage(2030)


1 2 3 4 51 Population

8700 10800 132002 Rate of water of supply per capita,

per day in litre 80.50 80.50 80.503 Daily water requirement in Kl.

700.00 869.00 1063.004 Average annual production of water

in Kl. 255668 317394 3882505 Total Capital cost of the scheme in

lacs 31449900.0 31449900.0 31449900.06 Total annual income in Rs. 1461600.00 2073600.00 2851200.00

7 Total annual recurring expenditure inRs. 744482.75 908536.50 1222662.25

8 Net Profit (+)/ Loss (-) 717117.25 1165063.50 1628537.75

9 Per capita cost 3614.93 2912.03 2382.57

10 Per capita maintenance cost in Rs. 85.57 84.12 92.63

11Per capita income in Rs. 168.00 192.00 216.00

12 Cost of production of water per Kl. inRs. 2.91 2.86 3.15

ASSISTANT ENGINEER



ABSTRACT OF ECONOMICS

Sl. No


Middle Stage(2030)


1 2 3 4 51 Design Population 8700 10800 13200

2 Rate of water supply in lpcd 80.50 80.50 80.50

3 Daily water requirement in Kl 700 869 1063

4 Annual water requirement in Kl average 255668.00 317393.56 388250.12

5 Number of house hold 1740 2160 2640

6Number of taxable house assuming 100%of total population shall be able to paytax.

1740 2160 2640

7 No.of Private house connection 1740 2160 2640

(a)

Annual Rental value of Private connection@ Rs 70, 80 & 90 per month perconnection for initial, mid and designyear.

1461600.00 2073600.00 2851200.00

8 Hence Total Income 1461600.00 2073600.00 2851200.00

9 Annual recuring expenditure in Rs. 744482.75 908536.50 1222662.25

10 Net Profit (+) / Loss (-) 717117.25 1165063.50 1628537.75

Say 717118.00 1165064.00 1628538.00

STATEMENT OF ANNUAL INCOME

ASSISTANT ENGINEER



Sl. No.


Middle Stage(2030)


1 2 3 4 51 Expenditure on maintenance

staff 288000.00 324000.00 360000.0

2 Expenditure on chemicals 11950.00 15600.00 20000.00

3 Expenditure on electricity 276360.00 283650.00 440100.00

4 Expenditure on annualmaintenance and repair chargesfor bulk water supply 50400.00 87100.00 123900.00

5 Cess Charges 1791.00 2223.00 2717.00

6Expenditure on annualmaintenanceon intra distributionsystem

43981.75 87963.50 131945.25

7 Staff for tax collection (dailywages) @ Rs. 3000.00,4500.00& 6000.00 per month at initial,middle and ultimate stagerespectively in each intra villagework

72000.00 108000.00 144000.00

TOTAL 744482.75 908536.50 1222662.25

ASSISTANT ENGINEER

ANNUAL RECURRING EXPENDITURE



No. Average Pay (Rs.)

Annual Pay (Rs.) No. Average

Pay (Rs.)Annual Pay

(Rs.) No. Average Pay (Rs.)

Annual Pay (Rs.)

1 2 3 4 5 6 7 8 9 10 11

1 Pump Operator 1 8000.00 96000.00 1 9000.00 108000.00 1 10000.00 120000.00

2 Pump Attendent cumChaukidar 1 8000.00 96000.00 1 9000.00 108000.00 1 10000.00 120000.00

3 Plumber/Multi purpose 1 8000.00 96000.00 1 9000.00 108000.00 1 10000.00 120000.00

TOTAL 288000.00 324000.00 360000.00

ASSISTANT ENGINEER

D.P.R. FOR THE BODWAL GROUP OF VILLAGES WATER SUPPLY SCHEME(SMVS) UNDER: R.W.S.S.P.-LIS (WORLD BANK, CATEGORY:-SMVS)


ANNUAL EXPENDITURE ON MAINTENANCE STAFF

Sl. No. Particulars

Initial Stage (2015) Initial Stage (2030) Initial Stage (2045)

Sl. No.


Middle Stage(2030)


1 2 3 4 51 Maximum Requirement of water per day

in Kl.700.00 869.00 1063.00

2 Assuming average annual consumptionas 70% of the total annual consumptionaverage annual production of waterin(Kl) (daily requirement x 365.24 x .70) 178967.60 222175.49 271775.08

3 Proposed average dose of chlorine(mg/l) 0.50 0.50 0.50

4 Annual requirement of chlorine in Kg '(Qx 0.50 / 1000) 89.48 111.09 135.89

5 Assuming chlorine strength in bleachingpowder as 25% requirement ofbleaching powder in kg.

357.94 444.35 543.55 Say 358.00 444.00 544.00

6 Cost of bleaching powder @ Rs.25 perkg. in Rs.

8950.00 11100.00 13600.007 Cost of chemical testing of water etc.

3000.00 4500.00 6400.008 Total expenditure on chemicals (Sl.6+7)

11950.00 15600.00 20000.00Say Rs. 11950.00 15600.00 20000.00

ANNUAL EXPENDITURE ON CHEMICALS

ASSISTANT ENGINEER



Sl. No.


Middle Stage(2030)


1 2 3 4 51 No. of T.W. 1 1 2

2 Discharge of Tube wells in lpm. 1250 1250 12503 Required pumping hours . 9.33 11.59 7.09

4 Daily consumption of water in K.L. 700 869 1063

5 Over all efficiency of pumping plant. 0.609 0.609 0.609

6 Total Pumping Head in m. 41 41 417 B.H.P. of pumping plant in (H.P.) 20.00 20.00 20.008 Assuming motor efficiency 87% and

pump efficiency 70%, power consumptionin '(kwhr) (Q x H x hr x 365.24 x 0.735 ) /(4500 x 0.609x0.87). 53857.18 40775.67 49879.56

9 Cost of power consumption @ Rs.4.5, 6,7.5 kwhr. In base, middle, ulimate year. 242357.33 244654.04 374096.66

10 Meter rent @ Rs.40 per H.P. per month . 9600.00 9600.00 19200.00

11 Fixed charges @ Rs.60 per H.P. permonth . 14400.00 14400.00 28800.00

12 Cost of electricity consumed in light andfans in water works compound in Rs. 10000.00 15000.00 18000.00

Total annual expenditure (9+10+11+12) 276357.33 283654.04 440096.66

Say 276360.00 283650.00 440100.00

ASSISTANT ENGINEER

ANNUAL EXPENDITURE ON ELECTRICITY



Rate % Amount Rate % Amount Rate % Amount1 2 3 4 5 6 7 8 9

1 Building works 1326800.00 1.00 13268.00 1.50 19902.00 2.00 26536.00

2 RCC over Head Tank 8395900.00 0.25 20989.75 0.50 41979.50 0.75 62969.25

3 Distribution System

(*) Bulk 845400.00 0.25 2113.50 0.50 4227.00 0.75 6340.50

4 Machinery work 699000.00 2.00 13980.00 3.00 20970.00 4.00 27960.00

5 Miscellaneous(repairs not required) 1674100.00 - - - - - -

TOTAL 12095800.0 - 50351.3 - 87078.50 - 123805.75Say 12095800.0 50400.0 87100.00 123900.00

1 Intra village DistributionSystem 17592700.00 0.25 43981.75 0.50 87963.50 0.75 131945.25

ASSISTANT ENGINEER

Totalcostof work (in Rs.)

Initial Stage(2015) Middle Stage(2030) Ultimate Stage(2045)

For bulk Works

For intra village Works



ANNUAL MAINTENANCE EXPENDITURE ON REPAIR WORKS

Sl.no.

Particulars

Sl. No.


Middle Stage(2030)


1 2 3 4 51 Total Population

8700.00 10800.00 13200.002 Annual production of water in

Kl

(a) Total production of waterper day 700.35 869.40 1062.60

Say 700.00 869.00 1063.00

(b) Total production of waterper year in kl 255795.83 317539.66 388104.02

Say 255796.00 317540.00 388104.00

(c) Average @ 70% of Total 179057.20 222278.00 271672.80

Say 179057.00 222278.00 271673.003 Water cess levy @ Rs.0.01 per

Kl. 1790.57 2222.78 2716.73Say Rs. 1791.00 2223.00 2717.00

ANNUAL RECURRING EXPENDITURE ON WATER CESS LEVY TO BE PAID TO WATER POLLUTION BOARD

ASSISTANT ENGINEER



TotalSl. Sub-Head cost Building R.C.C. Pipe Machi- Misc.No. of work Reservoir Line nary

(in Rs.) and tanks1 2 3 4 5 6 7 8A. CIVIL WORK1 Pump House and

chlorinating room 283700.0 283700.0 - - - -

2 Rising Main 270900.0 - - 270900.0 - -

3 RCC OHT tank 8395900.0 - 8395900.0 - - -

4 Distribution System 18167200.0 - - 18167200.0 - -

5 Baundary wall & Gate 481100.0 481100.0 - - - -

6 Staff Quarter 562000.00 562000.00

7 Simple SCADA 200000.00 200000.00

8 Three month maintinance (trial & run) 72100.00 - - - - 72100.0

SUB-TOTAL (A) 28432900.0 1326800.0 8395900.0 18438100.0 200000.0 72100.0B. E/M WORKS1 Tube well 1140000.00 - - - - 1140000.0

2 Pumping Plant & Chlorinating Plant 499000.00 - - - 499000.0 -

3 Internal Electrification in Pump House 10000.00 - - - 10000.0

4 Power transmission line 452000.00 - - - 452000.0

SUB-TOTAL (B) 2101000.0 0.0 0.0 0.0 499000.0 1602000.0GRAND TOTAL(A+B) 30533900.0 1326800.0 8395900.0 18438100.0 699000.0 1674100.0

ASSISTANT ENGINEER

BREAK UP OF COSTBREAK UP OF COST (IN Rs.)



TECHNICAL STATEMENT

1.AUTHORITY

2.POPULATION PROJECTION

Total SC/ST

1971 701 2739 844 1.Bodwal Bazar 1549

1981 530 3386 - 2.Bodwal 3614

1991 857 3931 532

2001 07427300 5163 1520

5163

1971 702 192 81 1.Badhauni urf Shivpur 355

1981 531 205 -

1991 858 320 93

2001 07427400 355 131355

1971 703 712 1591.Sukali Purwa/Harizan Basti

419

1981 532 847 - 2.Bardad 978

1991 859 1108 168

2001 07427500 1397 290

1397


3643443853596915

Year Population1971198119912001

TECHNICAL NOTE

Name of Habitation

Accordingly Bodwal & Bardad Gram Panchayat Population in different decade is as below:-

TECHNICAL NOTE

Census decade

Bodwal

Population of

Habitation at 2001

This pipe water supply Scheme has been prepared as per instruction of C.E.(Rural) U.P.Jal Nigam,

Lucknow in the meeting organised by him on dated 11-03-2013 and the design criteria and guide line

circulated by C.E (Rural) for preparation of Rural W/S Scheme (RWSSP-LIS for World Bank) vide his

Letter No.,Sl. No. 49 Dated. 07-01-13. (Attached in annexure)

Census population data for Bodwal & Bardad Gram Panchayat are available form the 1971 onwards

and are tabulated as below for the Projection of population of different known census.

Name of Gram

Panchayat

Bardad

Name of Village Code

Badhauni urf Shivpur

Total=

Census Population

Bodwal

Total=

Total=

Bardad

20848142464464

18.21 %8174.24

8174

Sl.No. year Census population

Increase per decade

Incremental increase

1 1971 3643 0 02 1981 4438 795 03 1991 5359 921 1264 2001 6915 1556 6357 2011 8174 1259 -297

Total 4531 464Average 1133 155

A- ARITHMETICAL INCREASE METHODPopulation at the end of any year is given by formula noted below:

Pn= P+dx0.1xnWhere Pn= Population after n year

P= Population of the base year ie.(last known census)d= Average increase in Population per decade

n= No. of year after base year.POPULATION PROJECTION IN YEAR 2015

P2015 = P2011+d x 0.1 (2015-2011) =8174+1132.75 x 0.4 =8627.1

Say= 8600

POPULATION PROJECTION IN YEAR 2030P2030 = P2011+dx0.1 (2030-2011)

=8174+1132.75 x 1.9 =10326.225

Say= 10300

POPULATION PROJECTION IN YEAR 2045P2045 = P2011+dx0.1 (2045-2011)

=8174+1132.75 x 3.4 =12025.35

Say = 12000

For population projection, it is assumed that Scheme will be completed in the year 2015 hence, baseyear, middle year and design year are assumed 2015, 2030, & 2045 respectively. The calculations aregiven below.

From the above census population increase per decade incremental increase and average for thecalculation of future population is calculated as under.Since 2011 Census population of these grampanchayat are not available but the population of year 2011 of this district is available, then the populationof these gram panchayat in year 2011 shall be worked out on the basis of actual decadal growth for thedistrict during 2001-2011.

Population in census 2011 of Basti District=Population increase in % of Basti rural Area between 2001-2011=

Population in census 2011 of this Gram Panchayat=

Population in census 2001 of Basti District=

Say

B- GEOMETRICAL INCREASE METHOD

Rate of growth (r) per decade between 1981 to 1991 = 921x 100/4438 =0.2081991 to 2001 = 1556x 100/5359=0.29

Geometric mean= √( 0.208x0.29)= √(0.00239)

rg= 0.2211

P2015 =P2011x (1+rg)^(.1x n) = 8174x (1+0.2211)^ 0.4 =8853.91

Say = 8900

P2030 =P2011x (1+rg)^(.1x n) = 8174x (1+0.2211)^ 1.9 =11947.086

Say = 11900

P2045 =P2011x (1+rg)^(.1x n) = 8174x (1+0.2211)^ 3.4 =16120.883

Say= 16100 C- INCREMENTAL INCREASE METHOD

Population at the end of any year is given below Pn=P+nxdx0.1+ {I x (0.1xn) (0.1xn+1)}/2

Where Pn= Population afetr n year P= Population of the base year d= Arithmetical decaded increase in Population

n= Incremental increase in Population

d = 1132.75

I = 154.67

POPULATION PROJECTION IN YEAR 2015

P2015 = 8174+ (1132.75x0.4) +{154.67x (0.4) x (0.4+1)}/2 = 8670.41

Say = 8700POPULATION PROJECTION IN YEAR 2030

P2030 = 8174+ (1132.75x1.9) +{154.67x (1.9) x (1.9+1)}/2 = 10752.34

Say = 10800POPULATION PROJECTION IN YEAR 2045

P2045 = 8174+ (1132.75x3.4) +{154.67x (3.4) x (3.4+1)}/2 = 13182.28

Say = 13200

D. SIMPLE GRAPH METHOD

Sl.No. Year Population1 2015 87002 2030 115003 2045 15600

E. SEMILOG GRAPH METHOD

Sl.No. Year Population1 2015 90002 2030 125003 2045 16500

Population projection adopted by different method is tabulated below-

2011 2015 2030 2045

1 8174 8600 10300 12000

2 8174 8900 11900 16100

3 8174 8700 10800 13200

4 8174 8700 11500 15600

5 8174 9000 12500 16500Semi log Graph method

This water supply scheme has two Gram Panchayat namely Bodwal and Bardad and these gram

panchayat consisting three revenue village stated as above. Population in differant census of this gram

panchayat has been adopted from population projection. For the above table it is clear that population

projection from airthmetical increase method gives on lower side while Geometrical increase method,

simple graph method and Semi log graph method gives higher side of projection, and in view of

decreasing trend of rural population growth as noted in the census 2011, the population projected comes

from Incremental Increase Method gives suitable growth of popuation. Hence Incremental Increase

Method populations are adopted as under:

Sl. No. Method of population projection

Projected population in different year

Incremental Increase methodSimple Graph method

Population Data for different census year plotted on semi log graph paper and joining straight averageline. The projected figure in the year 2015,2030,2045 were obtained as below.

Population Data for different census year plotted on simple graph paper and joined best fit curveline. The projected figure in the year 2015, 2030 & 2045 were obtained as below.

Arithmetical Increase methodGeometrical Increase method

Hence population adopted in different year a below-

Total SC/ST Bodwal BardadBase Year 2015 8700 1361 6942 1758

Middle Year 2030 10800 1690 8618 2182Design year 2045 13200 2065 10533 2667

3- RATE OF WATER SUPPLY-

4- WATER REQUIREMENT –

A- At the initial stage i.e. the year 2015

1- Rate of water supply 80.5 lpcd

2- Population at initial stage 8700

3- Water requirement per day = (80.5x8700)/1000=700.35

Say 700 KL

A- At the mid stage i.e. the year 2030


2- Population at middle stage 10800


Say 869 KL

A- At the ultimate stage i.e. the year 2045


2- Population at ultimate stage 13200


Say 1063 KL

These Gram Panchayat are feeded by Single Tube well.The rate of water supply has been adopted 70

litre per capita per day allowance for unaccounted water in rural area the made @ 15% over the rate of

water supply .Hence 80.5 Liter Per capita per day have been adopted.

Based on the above mentioned rate of water supply, The water requirement for the Both Gram

Panchayat at the initial stage, Middle stage & design stage have been work out as under:-

G.P. wise population projectionAdopted Total populationYear

Percentage increase per year based on population figures calculated by Incremental Increase

method works out to 1.72 percent, this figure is much less than the percentage increase of 2.90 percent

per year in the 1991 to 2001 decade. In this context pattern and percentage of decadal variation for

Bodwal in various decades has been assessed for the decades 1971-81 / 1981-91 / 1991-2001 for which

the values are 21.82 / 20.75 and 29.04 respectively. Taking into consideration that the district Basti rural

area registered only 17.99 percent increase in 2001-2011 the adopted pattern of growth by Incremental

Increase method appears to be reasonable and justified.

5- SOURCE OF WATER SUPPLY

6-REQUIRMENT OF TUBEWELL

Proposed discharge of Tube well(a) For the base year i.e. 2015 Requirements numbers of tube well=(700x1000)/12x60x1250 =0.778

Say 1 No.(b) For the base year i.e. 2030 Requirements numbers of tube well=(869x1000)/12x60x1250 =0.966

Say 1 No.(c) For the base year i.e. 2045 Requirements numbers of tube well=(1063x1000)/12x60x1250 =1.181

Say 2 No.

7-YIELD OF THE TUBEWELL

8- ACTUAL PUMPING HOURS.

Sl.No. Year

1 2015

2 2030

3 2045

700x1000/1250x60x1=9.333Hours

Hence it is proposed that 1 no tube well having discharge 1250 Lpm is to beconstructed under this scheme.

Assuming the discharge of Tube well as 1250 lpm for both Gram Panchayat and discussion with

Executive Engineer, construction Division(E/M),U.P.Jal Nigam,Gorakhpur.It is assured that a minimum

availability of the electricity as twelve hours (as guideline given by RWSSP-LIS). The required Nos. of tube

well has been calculated for initial stage Middle stage & ultimate stage as under.

It is assumed that 1 pumping plant of the discharge 1250lpm. Will be in use up to mid stage.

Pumping hours at different stage have been calculated as below.

Good aquifers of sufficient thickness are available in the project area, hence tube well is being

proposed as the source of water supply. The existing tube well at Bankati group of villages water supply

scheme is in this area has been giving a yield of 1700 Lpm. Hence T.W. has been adopted as source of

water supply. One tube well of Irrigation department exist in this block is in running condition and water of

this tube well is safe for drinking purpose. After study of the strata chart of this tube well and discussion

with Executive Engineer, construction Division(E/M),U.P.Jal Nigam,Gorakhpur.It is assured that a

minimum discharge of 1250 Lpm. will be achieved there. Hence a tube well of 1250 lpm is provided in this

scheme.

1063x1000/1250x60x2=7.087Hours

869x1000/1250x60x1=11.587Hours

Hours

As per information made available by the E.E. Construction Division (E/M),U.P.Jal Nigam,

Gorakhpur the discharge of 1500-2000 lpm is accepted from the proposed tubewell in the Bodwal &

Bardad Gram Panchayat hence as per requirement, the yield of 1250 Lpm. Is being proposed from the

tube well in this estimate.

9- DESIGN OF PUMPING PLANT(A) Design of head

Sl.No. Head in M

1 8

2 4

3 5

4 18

5 4

6 1

7 141

Design of pumping plant for middle stage 2030

18.701

1.87

20.57

Say B.H.P. of Motor = 20 B.H.P.

10- DESIGN OF CHLORINATOR DESIGN DATA

1. Requirement of water per day in KL- 869KL

2. Minimum dose of chlorine in PPM (K)- 1.0 PPM

3. Interval charges of the dose in Hr (T) - 24 Hor

4. Strength of solution - 2%

5. Available chlorine in bleaching powder (P)- 25% Design

1. Quantity of water to be disinfected per day at design stage =869KL

2. Quantity of water to be disinfected per day at design stage in liter = 869000

3. Quantity of water to be disinfected per day at design stage in gallon (Q)= 191157.06

4. Capacity of dozer at the middle stage =Q*K*T/P =(191157.06x1x24x100)/(10x25x100000)

= 18.35 Say 24 gallon

11 - RISING MAIN

Total=

From tube well to over head tank a rising main of 200 mm dia D.I. K-7 has been proposed in the

estimate. The economical size of rising main has been worked out by design attached in the technical

statement and is checked for water hammer phenomenon also.

depression due to pumping=

Staging of OHT=

depth of water in OHT=

Friction loss=

Hence 1 number differential type chlorinator of 24 gallon capacity should be proposed in this scheme.

Description

depth of water below GL=

Seasonal variation=

B.H.P.of Pumping plant =(1250x41 )/4500x0.609 =

Add 10% Extra for over charge due to voltage fluctuation =

Velocity head at end of RM=Total

869.00 KL 869/24 = 36.208 KL/Hr

C:- Peak factor = 3.0D:- Peak hour demand = 3.0aE:- Av. Pumping hour = 12Hrs

=(24 hrs./av. Pumping hrs.)

Hours Total hour Rate of Inflow

Total Inflow

Cummulative inflow

Rate of Draw off

Total Draw off

Cummulative Draw

off

Difference Excess/Def

icit1 2 3 4 5 6 7 8 9

0.00-4.00 4.00 2.0a 8.0a 8.0a - - - (-) 8.00a4.00-5.00 1.00 2.0a 2.0a 10.0a - - - (-) 10.00a5.00-6.00 1.00 2.0a 2.0a 12.0a 0.80a 0.80a 0.80a (-) 11.20a6.00-7.00 1.00 2.0a 2.0a 14.0a 1.50a 1.50a 2.30a (-) 11.70a7.00-8.00 1.00 2.0a 2.0a 16.0a 3.00a 3.00a 5.30a (-)10.70a8.00-9.00 1.00 - - 16.0a 2.50a 2.50a 7.80a (-) 8.20a9.00-10.00 1.00 - - 16.0a 2.20a 2.20a 10.00a (-) 6.00a

10.00-11.00 1.00 - - 16.0a - - 10.00a (-) 6.00a11.00-12.00 1.00 - - 16.0a - - 10.00a (-) 6.00a12.00-13.00 1.00 - - 16.0a 1.50a 1.50a 11.50a (-) 4.50a13.00-14.00 1.00 - - 16.0a 2.50a 2.50a 14.00a (-) 2.00a14.00-15.00 1.00 - - 16.0a 1.50a 1.50a 15.50a (-) 0.50a15.00-16.00 1.00 - - 16.0a - - 15.50a (-) 0.50a16.00-17.00 1.00 - - 16.0a 1.50a 1.50a 17.00a (+) 1.00a17.00-18.00 1.00 - - 16.0a 2.00a 2.00a 19.00a (+) 3.00a18.00-19.00 1.00 - - 16.0a 3.00a 3.00a 22.00a (-) 6.00a19.00-20.00 1.00 - - 16.0a 2.00a 2.00a 24.00a (+) 8.00a20.00-21.00 1.00 2.0a 2.0a 18.0a - - 24.00a (+) 6.00a21.00-22.00 1.00 2.0a 2.0a 20.0a - - 24.00a (+) 4.00a22.00-23.00 1.00 2.0a 2.0a 22.0a - - 24.00a (+) 2.00a23.00-24.00 1.00 2.0a 2.0a 24.0a - - 24.00a 00.00a

Balancing Capacity of reservoir=max excess-max. deficitBalancing Capacity of reservoir=08.00-(-11.70)Xa

= 19.70 x a =19.70 x36.208 = 713.30 = 713.00 KL

Say 750.00 KL

Assume 10 Hrs electric supply ( 11.00AM -09.00PM ).The storage the capacity of OHTcalculated as below-

The capacity of over head tank will be calculated as per RWSSP-LIS criteria (Draw off Pattarn)

As per calculation result, the capacity of Over Head Tank is 713 KL.But as per the norms nexthigher capacity 750 KL is commonly proposed. Hence the capacity of OHT 750 KL & staging 18meter is taken.

12. STORAGE CAPACITY OF RESERVOIR

A:- Water Requirement at middle stage = B:- Average hourly demand 'a' =

F:- Average hourly input = 24/12 =2.0a

Since one OHT should be provided for bothe Gram Panchayat, Hence water demand atmiddle stage calculated and provide it to calculate the capacity of OHT.


8700

11500

15600

9000

10000

11000

12000

13000

14000

15000

16000

POPU

LATI

ON

Assistant Engineer

3643

4438

5359

6915

8174

2000

3000

4000

5000

6000

7000

8000

1960 1970 1980 1990 2000 2010 2020 2030 2040 2050YEAR


53596915

8174900012500

16500

10000

100000

1000000

POPU

LATI

ON

Assistant Engineer

36434438

5359

100

1000

1960 1970 1980 1990 2000 2010 2020 2030 2040 2050YEAR

Dia of Pipe (mm) = 200

Max. Water Pressure p (Kg/Sqcm) = 11.51

The Deviation Angle (Degrees) = 90

Density of Concrete (Kg/Cum) = 2400

Soil Density Assumed (Kg/Cum) = 1800

Angle of Internal Friction (Degrees) = 30

Min. Cover of Earth (mm) = 1000

Cohesion for sandy soils (Kg/Sqm) = 0

F=2pA Sin α/2

A=π/4 d2 = 314 cm2

Sin α/2 = 0.70710678 Say 0.707

F = 5.11039396 Say 5.11 Tonnes

(I) Lateral Resistance to Counteract The Horizontal Thrust:

Try a Thrust Block of Size = 1.45 M. Each Side

Weight of Thrust Block = 1.203*2.4= 7.32 Tonnes

Weight of water in the pipe = (22/7)*(1/4)*0.20*0.20*1.0*1.45

= 0.05 Tonnes

Weight of earth = 0.20*1.45*1.0*1.8 = 0.52 Tonnes

Totla Weigth = 7.89 Tonnes

Total force available considering friction resistance of Soil = 7.89*0.3 = 2.367

Say 2.37 Tonnes

(ii) Lateral Resistance of Soil Against the Block :

fp =ϒs(H2/2)*L*((1+Sinϴ)/(1-Sinϴ))+2CHL((1+Sinϴ)/(1-Sinϴ))1/2

= 8.23 + 0 = 8.23

Say 8.23 Tonnes

Design of Thrust Block

fa =ϒs*h*((1-Sinϴ)/(1+Sinϴ))-2C((1-Sinϴ)/(1+Sinϴ))1/2

= 0.120Say 0.12 Tonnes

Total Letral Resistance = 10.72 Tonnes

Total Horizontal Thrust = 5.11 Tonnes

Factor of safety = 2.098 Which is OK

Reinforcement :-

provided 10 mm bars @ 170 mmC/C

i.e. 5.29 Kg/Sqm which is more than 5.0 Kg/Sqm

Weight of steel = 45.11 kg

(ii) Lateral Resistance of Soil hen the Thrust Block is Free to Yield away from the soil mass i.e. the Portion of Projected pipes :

The minimum surface reinforcement in all thrust block shall be 5 Kg/ Sqm (as per IRG 21-1972 article 306.4). The specing of these bars is not to exceed 500mm

BODWAL GP W/S Scheme (World Bank) DATE:26-07-13 (BODWAL/3bastir) Distt. BASTI DISTRIBUTION SYSTEM 1.NETWORK DESIGN LINE LENGTH Sec.Populn_for Eq.Cumm. DIA HWC FLOW VEL. EQ.DIA H L/ HEAD U/S ______DOWN_STREAM_____________ NO IN M Pvt.Con Pub.SP Popln. MM KL/Hr M/Sec (C=100) 1000 LOSS NODE H.LEV R.LEV HEAD NODE (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) Pg# 1. 108.170 89.750 18.000 1FH 1 10. 0. 0. 13200. 184PV 145. 132.82 1.388 211.9 8.96 0.090 1 108.080 90.130 17.950 2 2 156. 0. 0. 300. 58PV 145. 3.02 0.317 66.8 2.24 0.350 2 107.730 91.670 16.060 3MH 3 63. 30. 0. 95. 58PV 145. 0.96 0.101 66.8 0.27 0.015 3 107.713 91.630 16.083 4 4 78. 40. 0. 20. 58PV 145. 0.20 0.021 66.8 0.01 0.000 4 107.712 91.650 16.062 5RN 5 78. 40. 0. 20. 58PV 145. 0.20 0.021 66.8 0.01 0.000 4 107.712 90.540 17.172 6RN 6 35. 15. 0. 213. 58PV 145. 2.14 0.225 66.8 1.18 0.040 2 108.039 90.170 17.869 7 7 181. 90. 0. 45. 58PV 145. 0.45 0.048 66.8 0.07 0.010 7 108.027 90.240 17.787 8RN 8 20. 10. 0. 110. 58PV 145. 1.11 0.116 66.8 0.35 0.005 7 108.032 90.240 17.792 9MH 9 113. 60. 0. 30. 58PV 145. 0.30 0.032 66.8 0.03 0.005 9 108.028 90.140 17.888 10RN 10 90. 45. 0. 2128. 83PV 145. 21.41 1.099 95.6 14.74 1.325 2 106.754 90.230 16.524 11 11 87. 45. 0. 23. 58PV 145. 0.23 0.024 66.8 0.02 0.000 9 108.030 90.110 17.920 12RN 12 402. 200. 0. 100. 58PV 145. 1.01 0.106 66.8 0.29 0.120 11 106.636 90.400 16.236 13RN 13 49. 25. 0. 1893. 83PV 145. 19.04 0.978 95.6 11.86 0.580 11 106.173 90.210 15.963 14 14 151. 75. 0. 38. 58PV 145. 0.38 0.040 66.8 0.05 0.005 14 106.165 91.640 14.525 15RN 15 76. 40. 0. 170. 58PV 145. 1.71 0.180 66.8 0.78 0.060 3 107.671 91.060 16.611 16 16 86. 45. 0. 23. 58PV 145. 0.23 0.024 66.8 0.02 0.000 16 107.669 91.280 16.389 17RN 17 63. 30. 0. 90. 58PV 145. 0.91 0.095 66.8 0.24 0.015 16 107.656 90.400 17.256 18 18 27. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 18 107.655 90.220 17.435 19RN 19 34. 15. 0. 52. 58PV 145. 0.53 0.056 66.8 0.09 0.005 18 107.653 90.360 17.293 20 20 43. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 20 107.652 90.000 17.652 21RN 21 53. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 20 107.652 90.460 17.192 22RN 22 79. 40. 0. 1785. 83PV 145. 17.96 0.922 95.6 10.65 0.840 14 105.332 90.320 15.012 23 23 124. 60. 0. 30. 58PV 145. 0.30 0.032 66.8 0.03 0.005 23 105.328 90.180 15.148 24RN 24 47. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 23 105.331 90.200 15.131 25RN 25 12. 5. 0. 1678. 83PV 145. 16.88 0.867 95.6 9.49 0.115 23 105.218 90.390 14.828 26 26 32. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 26 105.218 91.300 13.918 27RN 27 141. 70. 0. 1625. 83PV 145. 16.35 0.839 95.6 8.95 1.260 26 103.956 89.940 14.016 28 28 10. 5. 0. 1513. 83PV 145. 15.22 0.781 95.6 7.83 0.080 28 103.878 90.130 13.748 29 29 67. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 29 103.877 90.000 13.877 30RN 30 20. 10. 0. 1470. 83PV 145. 14.79 0.759 95.6 7.43 0.150 29 103.729 90.340 13.389 31 31 935. 0. 0. 1030. 83PV 145. 10.36 0.532 95.6 3.85 3.595 31 100.133 90.050 10.083 32 32 553. 280. 0. 445. 58PV 145. 4.48 0.471 66.8 4.66 2.575 32 97.558 89.880 7.678 33MH ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness.

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) Pg# 2. 33 354. 175. 0. 88. 58PV 145. 0.88 0.093 66.8 0.23 0.080 33 97.477 89.790 7.687 34RN 34 265. 130. 0. 65. 58PV 145. 0.65 0.069 66.8 0.13 0.035 33 97.523 89.500 8.023 35RN 35 81. 40. 0. 425. 58PV 145. 4.28 0.450 66.8 4.28 0.345 32 99.787 89.880 9.907 36 36 257. 130. 0. 65. 58PV 145. 0.65 0.069 66.8 0.13 0.035 36 99.753 89.550 10.203 37RN 37 113. 55. 0. 248. 58PV 145. 2.49 0.262 66.8 1.57 0.180 36 99.609 89.810 9.799 38 38 29. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 38 99.609 90.340 9.269 39RN 39 112. 55. 0. 178. 58PV 145. 1.79 0.188 66.8 0.85 0.095 38 99.514 89.400 10.114 40 40 199. 100. 0. 50. 58PV 145. 0.50 0.053 66.8 0.08 0.015 40 99.498 89.670 9.828 41RN 41 20. 10. 0. 45. 58PV 145. 0.45 0.048 66.8 0.07 0.000 40 99.513 89.620 9.893 42 42 44. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 42 99.512 89.600 9.912 43RN 43 40. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 42 99.512 89.940 9.572 44RN 44 25. 10. 0. 5. 58PV 145. 0.05 0.005 66.8 0.00 0.000 31 103.729 90.350 13.379 45RN 45 151. 75. 0. 38. 58PV 145. 0.38 0.040 66.8 0.05 0.005 28 103.949 90.020 13.929 46RN 46 172. 85. 0. 383. 58PV 145. 3.85 0.405 66.8 3.52 0.605 31 103.124 90.520 12.604 47MH 47 63. 30. 0. 15. 58PV 145. 0.15 0.016 66.8 0.01 0.000 47 103.123 89.900 13.223 48RN 48 275. 135. 0. 243. 58PV 145. 2.44 0.257 66.8 1.51 0.415 47 102.708 90.100 12.608 49 49 99. 50. 0. 150. 58PV 145. 1.51 0.159 66.8 0.62 0.060 49 102.646 89.050 13.596 50 50 255. 125. 0. 63. 58PV 145. 0.63 0.066 66.8 0.12 0.030 50 102.615 90.100 12.515 51RN 51 410. 0. 0. 10530. 184PV 145. 105.96 1.107 211.9 5.90 2.420 2 105.662 90.340 15.322 52 52 1013. 0. 0. 4352. 148PV 145. 43.79 0.707 170.5 3.32 3.360 52 102.303 90.500 11.803 53 53 125. 110. 0. 210. 58PV 145. 2.11 0.222 66.8 1.16 0.145 53 102.158 90.580 11.578 54 54 111. 90. 0. 45. 58PV 145. 0.45 0.048 66.8 0.07 0.005 54 102.151 90.860 11.291 55RN 55 72. 65. 0. 33. 58PV 145. 0.33 0.034 66.8 0.04 0.005 54 102.156 90.820 11.336 56RN 56 88. 75. 0. 4049. 148PV 145. 40.75 0.658 170.5 2.90 0.255 53 102.048 90.760 11.288 57 57 111. 95. 0. 48. 58PV 145. 0.48 0.050 66.8 0.07 0.010 57 102.040 90.640 11.400 58RN 58 35. 30. 0. 3902. 148PV 145. 39.26 0.634 170.5 2.71 0.095 57 101.953 90.740 11.213 59 59 104. 90. 0. 45. 58PV 145. 0.45 0.048 66.8 0.07 0.005 59 101.946 90.880 11.066 60RN 60 873. 0. 0. 3797. 148PV 145. 38.20 0.617 170.5 2.58 2.250 59 99.705 89.320 10.385 61 61 78. 70. 0. 35. 58PV 145. 0.35 0.037 66.8 0.04 0.005 61 99.701 89.810 9.891 62RN 62 51. 45. 0. 3704. 148PV 145. 37.27 0.602 170.5 2.46 0.125 61 99.579 89.280 10.299 63MH 63 91. 80. 0. 40. 58PV 145. 0.40 0.042 66.8 0.05 0.005 63 99.574 88.770 10.804 64RN 64 53. 45. 0. 3579. 148PV 145. 36.02 0.582 170.5 2.31 0.120 63 99.457 89.060 10.397 65 65 58. 50. 0. 25. 58PV 145. 0.25 0.026 66.8 0.02 0.000 65 99.455 89.070 10.385 66RN 66 49. 45. 0. 3484. 148PV 145. 35.06 0.566 170.5 2.20 0.110 65 99.349 89.100 10.249 67 67 103. 90. 0. 45. 58PV 145. 0.45 0.048 66.8 0.07 0.005 67 99.342 89.400 9.942 68RN 68 28. 25. 0. 3359. 129PV 145. 33.80 0.718 148.6 4.01 0.110 67 99.237 88.870 10.367 69 ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness.

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) Pg# 3. 69 47. 40. 0. 1065. 83PV 145. 10.72 0.550 95.6 4.09 0.190 69 99.045 89.050 9.995 70 70 41. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 70 99.044 89.150 9.894 71RN 71 50. 45. 0. 988. 69PV 145. 9.94 0.738 79.5 8.75 0.435 70 98.607 88.960 9.647 72 72 72. 65. 0. 33. 58PV 145. 0.33 0.034 66.8 0.04 0.005 72 98.605 88.850 9.755 73RN 73 20. 15. 0. 893. 58PV 145. 8.98 0.944 66.8 16.90 0.340 72 98.269 89.050 9.219 74 74 26. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 74 98.269 89.350 8.919 75RN 75 35. 30. 0. 15. 58PV 145. 0.15 0.016 66.8 0.01 0.000 74 98.269 89.350 8.919 76RN 76 30. 25. 0. 818. 58PV 145. 8.23 0.865 66.8 14.36 0.430 74 97.838 89.440 8.398 77 77 26. 25. 0. 133. 58PV 145. 1.33 0.140 66.8 0.49 0.015 77 97.825 89.720 8.105 78MH 78 32. 30. 0. 15. 58PV 145. 0.15 0.016 66.8 0.01 0.000 78 97.825 89.380 8.445 79RN 79 102. 90. 0. 45. 58PV 145. 0.45 0.048 66.8 0.07 0.005 78 97.819 88.800 9.019 80RN 80 30. 25. 0. 648. 58PV 145. 6.52 0.685 66.8 9.33 0.280 77 97.559 89.380 8.179 81 81 94. 80. 0. 40. 58PV 145. 0.40 0.042 66.8 0.05 0.005 81 97.553 88.800 8.753 82RN 82 39. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 81 97.558 89.380 8.178 83RN 83 75. 65. 0. 488. 58PV 145. 4.91 0.516 66.8 5.51 0.415 81 97.145 88.500 8.645 84 84 88. 75. 0. 38. 58PV 145. 0.38 0.040 66.8 0.05 0.005 84 97.141 89.270 7.871 85RN 85 651. 200. 0. 100. 58PV 145. 1.01 0.106 66.8 0.29 0.190 84 96.954 88.410 8.544 86RN 86 53. 45. 0. 158. 58PV 145. 1.58 0.167 66.8 0.68 0.035 84 97.109 89.900 7.209 87 87 81. 70. 0. 35. 58PV 145. 0.35 0.037 66.8 0.04 0.005 87 97.105 90.030 7.075 88RN 88 75. 65. 0. 33. 58PV 145. 0.33 0.034 66.8 0.04 0.005 87 97.106 89.900 7.206 89RN 89 59. 50. 0. 2237. 129PV 145. 22.51 0.478 148.6 1.89 0.110 69 99.125 89.490 9.635 90 90 31. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 90 99.125 89.550 9.575 91RN 91 26. 25. 0. 2174. 129PV 145. 21.88 0.465 148.6 1.79 0.045 90 99.079 89.050 10.029 92 92 161. 140. 0. 70. 58PV 145. 0.70 0.074 66.8 0.15 0.025 92 99.054 90.370 8.684 93RN 93 49. 45. 0. 23. 58PV 145. 0.23 0.024 66.8 0.02 0.000 92 99.078 89.610 9.468 94RN 94 62. 55. 0. 1949. 129PV 145. 19.61 0.417 148.6 1.46 0.090 92 98.988 90.050 8.938 95 95 175. 155. 0. 78. 58PV 145. 0.78 0.082 66.8 0.18 0.030 95 98.956 91.010 7.946 96RN 96 23. 20. 0. 1757. 101PV 145. 17.68 0.613 116.3 3.97 0.090 95 98.897 90.600 8.297 97 97 30. 25. 0. 814. 83PV 145. 8.19 0.421 95.6 2.49 0.075 97 98.822 91.010 7.812 98MH 98 99. 85. 0. 43. 58PV 145. 0.43 0.045 66.8 0.06 0.005 98 98.816 90.930 7.886 99RN 99 60. 50. 0. 692. 83PV 145. 6.96 0.357 95.6 1.84 0.110 98 98.712 90.760 7.952 100 100 86. 75. 0. 38. 58PV 145. 0.38 0.040 66.8 0.05 0.005 100 98.708 90.840 7.868 101RN 101 50. 45. 0. 23. 58PV 145. 0.23 0.024 66.8 0.02 0.000 100 98.711 90.540 8.171 102RN 102 60. 50. 0. 25. 58PV 145. 0.25 0.026 66.8 0.02 0.000 100 98.710 91.010 7.700 103RN 103 60. 50. 0. 472. 83PV 145. 4.75 0.244 95.6 0.91 0.055 100 98.657 90.970 7.687 104 104 160. 140. 0. 70. 58PV 145. 0.70 0.074 66.8 0.15 0.025 104 98.633 91.010 7.623 105RN ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness.

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) Pg# 4. 105 43. 40. 0. 287. 83PV 145. 2.89 0.148 95.6 0.36 0.015 104 98.642 90.700 7.942 106 106 92. 80. 0. 40. 58PV 145. 0.40 0.042 66.8 0.05 0.005 106 98.637 91.630 7.007 107RN 107 180. 155. 0. 109. 58PV 145. 1.10 0.116 66.8 0.35 0.060 106 98.580 89.790 8.790 108 108 82. 70. 0. 885. 83PV 145. 8.91 0.457 95.6 2.90 0.240 97 98.659 90.930 7.729 109 109 71. 60. 0. 30. 58PV 145. 0.30 0.032 66.8 0.03 0.000 109 98.656 91.550 7.106 110RN 110 26. 25. 0. 778. 69PV 145. 7.82 0.581 79.5 5.62 0.145 109 98.513 91.360 7.153 111 111 43. 40. 0. 20. 58PV 145. 0.20 0.021 66.8 0.01 0.000 111 98.512 89.700 8.812 112RN 112 37. 30. 0. 710. 69PV 145. 7.14 0.531 79.5 4.75 0.175 111 98.337 91.200 7.137 113MH 113 28. 25. 0. 82. 58PV 145. 0.83 0.087 66.8 0.21 0.005 113 98.331 90.370 7.961 114 114 52. 45. 0. 23. 58PV 145. 0.23 0.024 66.8 0.02 0.000 114 98.330 90.670 7.660 115RN 115 30. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 114 98.331 90.600 7.731 116RN 116 53. 45. 0. 578. 58PV 145. 5.81 0.611 66.8 7.55 0.400 113 97.937 90.470 7.467 117 117 245. 215. 0. 108. 58PV 145. 1.08 0.114 66.8 0.34 0.080 117 97.855 89.010 8.845 118RN 118 77. 65. 0. 308. 58PV 145. 3.09 0.325 66.8 2.35 0.180 117 97.756 90.000 7.756 119 119 59. 50. 0. 25. 58PV 145. 0.25 0.026 66.8 0.02 0.000 119 97.755 89.900 7.855 120RN 120 33. 30. 0. 15. 58PV 145. 0.15 0.016 66.8 0.01 0.000 119 97.756 89.740 8.016 121RN 121 32. 30. 0. 15. 58PV 145. 0.15 0.016 66.8 0.01 0.000 119 97.756 89.960 7.796 122RN 122 28. 25. 0. 153. 58PV 145. 1.53 0.161 66.8 0.64 0.020 119 97.738 90.280 7.458 123MH 123 30. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 123 97.738 89.950 7.788 124RN 124 45. 40. 0. 95. 58PV 145. 0.96 0.101 66.8 0.27 0.010 123 97.726 89.900 7.826 125 125 33. 30. 0. 15. 58PV 145. 0.15 0.016 66.8 0.01 0.000 125 97.726 89.790 7.936 126RN 126 51. 45. 0. 23. 58PV 145. 0.23 0.024 66.8 0.02 0.000 125 97.725 89.900 7.825 127RN 127 305. 265. 0. 6046. 184PV 145. 60.84 0.636 211.9 2.11 0.645 52 105.018 89.940 15.078 128 128 389. 345. 0. 487. 58PV 145. 4.91 0.516 66.8 5.51 2.145 128 102.873 89.580 13.293 129 129 108. 95. 0. 48. 58PV 145. 0.48 0.050 66.8 0.07 0.010 129 102.865 90.820 12.045 130RN 130 253. 220. 0. 110. 58PV 145. 1.11 0.116 66.8 0.35 0.090 129 102.785 90.560 12.225 131RN 131 167. 145. 0. 5181. 184PV 145. 52.13 0.545 211.9 1.59 0.265 128 104.753 90.200 14.553 132 132 173. 150. 0. 75. 58PV 145. 0.75 0.079 66.8 0.17 0.030 132 104.723 90.200 14.523 133RN 133 51. 45. 0. 4936. 148PV 145. 49.67 0.802 170.5 4.19 0.215 132 104.540 90.300 14.240 134 134 140. 120. 0. 240. 58PV 145. 2.41 0.254 66.8 1.48 0.210 134 104.332 90.520 13.812 135 135 96. 85. 0. 43. 58PV 145. 0.43 0.045 66.8 0.06 0.005 135 104.326 89.690 14.636 136RN 136 108. 95. 0. 48. 58PV 145. 0.48 0.050 66.8 0.07 0.010 135 104.324 91.750 12.574 137RN 137 127. 110. 0. 4558. 148PV 145. 45.87 0.741 170.5 3.61 0.460 134 104.081 90.910 13.171 138 138 35. 30. 0. 2628. 129PV 145. 26.45 0.562 148.6 2.54 0.090 138 103.992 90.540 13.452 139 139 282. 245. 0. 123. 58PV 145. 1.23 0.130 66.8 0.43 0.120 139 103.871 90.800 13.071 140RN 140 112. 100. 0. 2318. 129PV 145. 23.33 0.496 148.6 2.02 0.225 139 103.766 89.870 13.896 141 ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness.

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) Pg# 5. 141 108. 95. 0. 48. 58PV 145. 0.48 0.050 66.8 0.07 0.010 141 103.758 90.150 13.608 142RN 142 191. 165. 0. 2091. 129PV 145. 21.04 0.447 148.6 1.67 0.320 141 103.448 90.050 13.398 143 143 105. 90. 0. 45. 58PV 145. 0.45 0.048 66.8 0.07 0.005 143 103.441 90.150 13.291 144RN 144 21. 20. 0. 1908. 101PV 145. 19.20 0.666 116.3 4.63 0.095 143 103.350 90.240 13.110 145 145 122. 105. 0. 53. 58PV 145. 0.53 0.056 66.8 0.09 0.010 145 103.340 90.500 12.840 146RN 146 32. 30. 0. 1778. 101PV 145. 17.89 0.620 116.3 4.06 0.130 145 103.220 90.200 13.020 147 147 27. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 147 103.220 90.050 13.170 148RN 148 25. 20. 0. 1728. 101PV 145. 17.39 0.603 116.3 3.86 0.095 147 103.124 90.130 12.994 149 149 103. 90. 0. 45. 58PV 145. 0.45 0.048 66.8 0.07 0.005 149 103.117 89.610 13.507 150RN 150 83. 75. 0. 38. 58PV 145. 0.38 0.040 66.8 0.05 0.005 149 103.120 90.500 12.620 151RN 151 729. 0. 0. 1553. 101PV 145. 15.63 0.542 116.3 3.16 2.305 149 100.817 89.880 10.937 152 152 46. 40. 0. 240. 58PV 145. 2.41 0.254 66.8 1.48 0.070 152 100.749 89.740 11.009 153 153 33. 30. 0. 15. 58PV 145. 0.15 0.016 66.8 0.01 0.000 153 100.749 89.670 11.079 154RN 154 85. 75. 0. 153. 58PV 145. 1.53 0.161 66.8 0.64 0.055 153 100.695 89.870 10.825 155MH 155 32. 30. 0. 15. 58PV 145. 0.15 0.016 66.8 0.01 0.000 155 100.694 89.570 11.124 156RN 156 95. 85. 0. 43. 58PV 145. 0.43 0.045 66.8 0.06 0.005 155 100.689 89.800 10.889 157RN 157 778. 0. 0. 1293. 101PV 145. 13.01 0.451 116.3 2.25 1.755 152 99.064 89.310 9.754 158 158 207. 180. 0. 435. 69PV 145. 4.38 0.325 79.5 1.92 0.395 158 98.667 89.510 9.157 159 159 62. 55. 0. 27. 58PV 145. 0.28 0.029 66.8 0.03 0.000 159 98.666 89.370 9.296 160RN 160 122. 105. 0. 238. 58PV 145. 2.39 0.251 66.8 1.46 0.180 159 98.490 90.050 8.440 161 161 30. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 161 98.489 90.670 7.819 162RN 162 81. 70. 0. 125. 58PV 145. 1.26 0.132 66.8 0.44 0.035 161 98.454 90.070 8.384 163 163 64. 55. 0. 27. 58PV 145. 0.28 0.029 66.8 0.03 0.000 163 98.452 89.740 8.712 164RN 164 40. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 163 98.453 90.950 7.503 165RN 165 25. 20. 0. 758. 58PV 145. 7.63 0.802 66.8 12.50 0.310 158 98.752 89.380 9.372 166 166 27. 25. 0. 288. 58PV 145. 2.89 0.304 66.8 2.07 0.055 166 98.696 89.550 9.146 167 167 20. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 167 98.695 89.790 8.905 168RN 168 29. 25. 0. 248. 58PV 145. 2.49 0.262 66.8 1.57 0.045 167 98.650 89.570 9.080 169 169 87. 75. 0. 38. 58PV 145. 0.38 0.040 66.8 0.05 0.005 169 98.646 89.710 8.936 170RN 170 56. 50. 0. 135. 58PV 145. 1.36 0.143 66.8 0.51 0.030 169 98.621 89.790 8.831 171MH 171 20. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 171 98.621 89.370 9.251 172RN 172 111. 95. 0. 48. 58PV 145. 0.48 0.050 66.8 0.07 0.010 171 98.613 89.720 8.893 173RN 173 19. 15. 0. 441. 58PV 145. 4.44 0.466 66.8 4.58 0.085 166 98.665 89.380 9.285 174 174 77. 65. 0. 33. 58PV 145. 0.33 0.034 66.8 0.04 0.005 174 98.662 89.790 8.872 175RN 175 29. 25. 0. 356. 58PV 145. 3.58 0.376 66.8 3.08 0.090 174 98.575 89.210 9.365 176 176 88. 75. 0. 38. 58PV 145. 0.38 0.040 66.8 0.05 0.005 176 98.571 89.320 9.251 177RN ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness.

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) Pg# 6. 177 1011. 300. 0. 150. 58PV 145. 1.51 0.159 66.8 0.62 0.630 176 97.947 88.530 9.417 178RN 178 116. 100. 0. 1810. 83PV 145. 18.21 0.935 95.6 10.92 1.265 138 102.814 91.750 11.064 179 179 97. 85. 0. 1258. 83PV 145. 12.65 0.650 95.6 5.57 0.540 179 102.274 91.420 10.854 180 180 110. 95. 0. 48. 58PV 145. 0.48 0.050 66.8 0.07 0.010 180 102.266 90.390 11.876 181RN 181 45. 40. 0. 1100. 58PV 145. 11.07 1.164 66.8 24.89 1.120 180 101.154 90.990 10.164 182 182 39. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 182 101.153 90.200 10.953 183RN 183 69. 60. 0. 1015. 58PV 145. 10.21 1.074 66.8 21.44 1.480 182 99.674 91.110 8.564 184 184 331. 295. 0. 148. 58PV 145. 1.48 0.156 66.8 0.60 0.200 184 99.475 89.950 9.525 185RN 185 153. 135. 0. 623. 58PV 145. 6.26 0.659 66.8 8.67 1.325 184 98.348 90.270 8.078 186 186 288. 250. 0. 125. 58PV 145. 1.26 0.132 66.8 0.44 0.130 186 98.220 89.910 8.310 187RN 187 82. 70. 0. 270. 58PV 145. 2.72 0.286 66.8 1.85 0.150 186 98.196 90.210 7.986 188 188 85. 75. 0. 38. 58PV 145. 0.38 0.040 66.8 0.05 0.005 188 98.192 90.550 7.642 189RN 189 83. 75. 0. 38. 58PV 145. 0.38 0.040 66.8 0.05 0.005 188 98.192 90.200 7.992 190RN 190 37. 30. 0. 70. 58PV 145. 0.70 0.074 66.8 0.15 0.005 188 98.191 90.400 7.791 191 191 24. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 191 98.190 90.200 7.990 192RN 192 42. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 191 98.190 90.460 7.730 193RN 193 290. 255. 0. 333. 58PV 145. 3.35 0.352 66.8 2.71 0.785 179 102.026 89.590 12.436 194 194 105. 90. 0. 45. 58PV 145. 0.45 0.048 66.8 0.07 0.005 194 102.019 90.110 11.909 195RN 195 40. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 194 102.026 89.780 12.246 196RN 196 93. 80. 0. 40. 58PV 145. 0.40 0.042 66.8 0.05 0.005 194 102.021 90.770 11.251 197RN 197 125. 0. 0. 32. 58PV 145. 0.32 0.034 66.8 0.03 0.005 108 98.575 89.210 9.365 176 ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness. ------------->=<-------------- 2.CONCLUSIONS : NOTE : INPUT HEAD AT NODE 1 = 18.00M Fixed E - Existing pipe line, EH- Economical Head, FH- Fixed Head NODE NO OF MIN TER HEAD = 107 MH = NODE OF LOWEST TERMINAL HEAD AMONGST THE NEIGHBOURING NODES MINIMUM TERMINAL HEAD = 7.007 M RN = NODE oF LOWEST HYDRAULIC LEVEL AMONGST THE NEIGHBOURING NODES MAXIMUM ERROR IN FLOW =0.00001 Kl/hr DIRECTION OF FLOW IN LINE (COL 2) IS FROM U/S NODE (COL 1) TO D/S NODE (COL 17) MAX. DIFFERENCE IN RL-S = 3.340 M HEAD & LEVELS ARE IN METERS TOTAL FLOW LENGTH = 23570. M I.D. of PVC Pipes have been assumed as given in Bill of Quantities, below Eq.DesignPopulation @ 80.50 lpcd = 13200. In case of more than one existing pipes along a line, Equivalent Dia. is taken SL NO. OF FARTHEST NODE = 178 MINIMUM TRAVERSE LENGTH BETWEEN FEEDING NODE & FARTHEST NODE = 4077. M AV HYD GRAD BET FEEDING NODE & FARTHEST NODE THRU MIN TRAVERSE= 2.51/1000 RATIO OF AVERAGE TO MAX.DEMAND DURING DESIGN PERIOD= 0.90 ( Calc.) ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness.

Pg# 7. 3.DESIGN PARAMETERS & CONSTRAINTS GIVEN DESIGN PERIOD OF PROJECT .. = 30.YEARS TERMINAL HEAD AT FEEDING NODE NO. 1= 18.00 M MIN.TERMINAL HEAD TO BE MAINTAINED = 7.00 M MIN.DIA OF PIPE TO BE PROVIDED .. = 5.80 CM Popln, S/RATE, P/FACTOR for Priv.Con= 13200. 80.50 LPCD, 3.00 Popln, S/RATE, P/FACTOR for Pub.S.P.= 0. 80.50 LPCD, 3.00 Popln, S/RATE FOR NODAL POPLN. .. = 0. 80.50 LPCD 4.AIR-VALVES & SCOUR-VALVES POSITION OF SCOUR-VALVES ADJACENT TO FOLLOWING NODES MAY BE CONSIDERED 86 178 5.BILL OF QUANTITIES & COST ESTIMATE P I P E E X C A V A T I O N S U P P L Y L A Y I N G S P E C I A L S OD/ ID(cm) TYPE LENGTH VOLUME RATE AMOUNT RATE AMOUNT RATE AMOUNT RATE AMOUNT 6.30/ 5.80 PVC 16026. 11156.72 90.00 1004105.19 61.00 977586.00 10.00 160260.00 0.05 X SUPPLY COST 48879.30 7.50/ 6.90 PVC 320. 228.85 90.00 20596.64 74.00 23680.00 11.50 3680.00 0.05 X SUPPLY COST 1184.00 9.00/ 8.30 PVC 1871. 1383.96 90.00 124556.23 106.00 198326.00 14.60 27316.60 0.05 X SUPPLY COST 9916.30 11.00/10.10 PVC 1608. 1241.06 90.00 111695.04 144.00 231552.00 19.50 31356.00 0.05 X SUPPLY COST 11577.60 14.00/12.90 PVC 513. 422.22 90.00 37999.80 245.00 125685.00 26.30 13491.90 0.05 X SUPPLY COST 6284.25 16.00/14.80 PVC 2340. 2009.37 90.00 180843.06 325.00 760500.00 29.60 69264.00 0.05 X SUPPLY COST 38025.00 20.00/18.40 PVC 892. 828.00 90.00 74520.40 513.00 457596.00 32.50 28990.00 0.05 X SUPPLY COST 22879.80 TOTAL = 23570. 17270.18 1554316.13 2774925.00 334358.50 138746.25 GRAND TOTAL (ROUNDED TO WHOLE RUPEE) : 4802346. ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness. ------------->=<--------------

6 11-04-2013

Scheme : Bodwal gram panchayat w/s scheme, Basti

Line # 1 From : T.W. to OHT D/s Line No. 01) Water requirement : Pumping Design D/s Frictional Losses 0.000 M Stage Year lpm Mld(Q) Hour(X) Period GL Diff (OHT - TW1) 0.000 M Initial 2015 1250 0.70035 9.34 (n)

Middle 2030 1250 0.86940 11.59 15 Yrs. 90.00 /cub.m

Ultim. 2045 1250 1.06260 14.17 30 Yrs.DIA. Excavation

2) Pumping Main DI 30 MM. Type Class HWC WrkPr Supply Lay&Jntg Class HWC WrkPr Supply Lay&Jntg Rates/Rm

Length (meters) AC 0 30.00 M 80 DI K-7 140 250 884.00 13.24 50.0 66.10

3) Static head on Hs 5.00 100 DI K-7 140 250 973.00 16.75 50.0 69.30

COMPUTER DESIGN FOR ECONOMIC SIZE OF PUMPING MAIN (Taking Water Hammer Pressure into consideration) Hd 36.00 41.00 M 125 DI K-7 140 250 1340.00 21.42 50.0 73.41

4) Combined eff. of pump set 60.90 % 150 DI K-7 140 250 1432.00 26.47 50.0 77.63

5) Cost of pumping unit Rs. 25000 /KW 200 DI K-7 140 250 1825.00 37.48 50.0 86.40

6) Interest rate (r) 10.00 % 250 DI K-7 140 250 2371.00 50.14 50.0 95.63

7) Life of elec.motors & PumpSets 15.0 yr. 300 DI K-7 140 250 3008.00 64.32 50.0 105.30

8) Energy charges (Ec) Rs. 4.50 /KWH Unit

CALCULATIONS : 1st 15 years 2nd 15 years k = 2.07E+08 Kg/sqm.

1) Average Discharge (Qa) 0.7849 mld 0.9660 mld E(CI)= 7.50E+09 Kg/sqm.

2) Average hours of pumping for Avg.Discharge (Xa) 10.4650 hrs 12.8800 hrs E(DI) = 1.70E+10 Kg/sqm.

3) KW reqd.at 61% combined eff.of pumping set (KW) 0.3354 * H1 0.3354 * H2 E(AC) = 3.00E+09 Kg/sqm.

4) Ave.annual energy charges in Rs. (Cr) 17200.06 * KW1 21169.31 * KW2 g = 9.81 m/sec/sec

5) Capitalised Energy Charges (Cc) 7.606 * Cr1 7.606 * Cr2 v0

6) Present worth of sum required after 15Yrs for pump 0.239 * Cost of Pump g

15Yrs for energy 0.239 * Cc2

TABLE 1 - VELOCITY AND HEADLOSSES (in Meters) FOR DIFFERENT PIPE SIZESPipe

Size

Rates per Rm Rates per Rm

Data for Water Hammer Calculation

RatioMax Head

VelocityFriction Losses for 30

m DI pipe including Friction Losses for 0m AC pipe including 10%

DI Pipe AC Pipe

in M/sec

COMPUTER DESIGN FOR ECONOMIC SIZE OF PUMPING MAIN (Taking Water Hammer Pressure into consideration)

Discharge

P I P E D A T A Excavation Rate : Rs.

DI Pipe AC Pipe

Hmax= *K dE Ct

1+

1425

Size

in

mm 1st 2nd 1st 2nd 1st 2nd

(d) stage stage stage stage stage stage DI AC

80 4.147 4.147 5.996 5.996 0.0050 551.065 593.062 2.37

100 2.654 2.654 2.020 2.020 0.0050 345.706 383.726 1.53

125 1.699 1.699 0.683 0.683 0.0050 216.027 252.710 1.01

150 1.180 1.180 0.281 0.281 0.0050 146.636 182.917 0.73

200 0.663 0.663 0.069 0.069 0.0050 79.033 115.103 0.46

250 0.425 0.425 0.024 0.024 0.0053 49.159 85.183 0.34

300 0.295 0.295 0.010 0.010 0.0056 33.323 69.333 0.28

TABLE 2 - KILOWATTS & COST OF PUMP SETS REQUIRED FOR DIFFERENT PIPE SIZES AND PIPE COST (Rs.in Thousands)

Pipe H1 Kw Pump H2 Kw Pump

Sl. Size Total required Cost@Rs Total required Cost@Rs

No. in head 25000 head 25000 DI AC Total

mm (meter) per kw (meter) per kw 30m 0m 30m

1. 80 46.996 15.762 394.045 46.996 15.762 394.045 K-7 -- 28.99 28.991

2. 100 43.020 14.428 360.702 43.020 14.428 360.702 K-7 -- 31.87 31.872

3. 125 41.683 13.980 349.494 41.683 13.980 349.494 K-7 -- 43.18 43.182

4. 150 41.281 13.845 346.124 41.281 13.845 346.124 K-7 -- 46.23 46.229

5. 200 41.069 13.774 344.348 41.069 13.774 344.348 K-7 -- 58.65 58.652

6. 250 41.024 13.759 343.966 41.024 13.759 343.966 K-7 -- 75.74 75.743

7. 300 41.010 13.754 343.850 41.010 13.754 343.850 K-7 -- 95.63 95.632

TABLE 3 - COMPARATIVE STATEMENT OF OVERALL COST OF PUMPING MAIN FOR DIFFERENT PIPE SIZES (Rs.in Thousands)

Grand Total

PIPE Cost Annual Capitali- Capital- Cost Annual Capitali- Capital- of

Sl. SIZE of Energy sed Energy ised of Energy sed Energy ised Capitalised

No. in pump Charges Charges Total pump Charges Charges Total cost for

(mm) sets (Cr1) (Cc1) Cost sets (Cr2) (Cc2) Cost 30 yrs

1. 80 394.045 271.10 2062.04 2485.08 394.045 333.7 2537.89 701.88 3186.96

2. 100 360.702 248.16 1887.56 2280.13 360.702 305.43 2323.15 642.49 2922.623. 125 349.494 240.45 1828.90 2221.58 349.494 295.94 2250.95 622.53 2844.10

4. 150 346.124 238.13 1811.27 2203.62 346.124 293.09 2229.25 616.52 2820.14

5. 200 344.348 236.91 1801.97 2204.97 344.348 291.58 2217.81 613.36 --<< 2818.33 >>--6. 250 343.966 236.65 1799.97 2219.68 343.966 291.26 2215.35 612.68 2832.36

7. 300 343.850 236.57 1799.37 2238.85 343.850 291.16 2214.61 612.47 2851.33Referance:

1st stage flow 0.8694 Mld 1st stage flow 1.0626 Mld CONCLUSION

Manual on Water Supply and Treatment,Ministry of Urban Development, New Delhi

Economical

size of

Rising Main is...

<< 200mm >>

DI-K-7

Water Hammer device not reqd.

Most

1st stage flow0.8694 Mld 2st stage flow1.0626 Mld

Class of Pipes

Cost of pipe line (Supply +

10% for Spls. + excavation +

laying and jointing)

DI AC

Max Head including Hmax to

Internal Design Pressure

Max Head Loss + Hd +

D/S Losses + Hmax

Wall Thickness

(Ct)

Max Water hammer prs'r in

meters(Hmax)

Max Head Loss + Hd + D/S

Losses + Hmax

m DI pipe including 10% other losses in

meters

AC pipe including 10% other losses in meters

in M/sec

(Vo) Wall Thickness

(Ct)

Max Water hammer prs'r in

meters(Hmax)

ESTIMATE (CIVIL WORKS)

S.No.

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

1 2 3 4 5 6 7 8 9 101 Provide all materials, labour,

T&P etc. complete andconstructed pump house size(3.0X2.5X3.0)- cum -chlorinating room(2.5X1.3X3.0) as perdepartmental type design anddrawing

1 1.00 275000.00 each 275000.00

2 Provide all materials, labour,T&P etc. complete andconstructed bye-passchamber.

1 1.00 8700.00 each 8700.00

283700.00283700.00



TotalGrand Total

Assistant Engineer

DETAILED MEASUREMENT & ESTIMATE FOR PUMP HOUSE

S.N Item of work No.

L B D/H Qty Rate Unit Amount1 2 3 4 5 6 7 8 9 10

Supply of the following sizes of D.I.K-

7 pipes conforming to latest/ relevant

I.S. 8329/2000 Specifications,

completion in all respect, F.O.R.

destination, including all taxes and

insurance etc. (T.W. to OHT) 200 mm dia 1 30 - - 30 1825.00 R.M. 54750.00

200 mm dia bye pass arrangement

for T.W. to Distribution System

1 10 - - 10 1825.00 R.M. 18250.00

73000.002 Supply of CIS/S or D.F specials

conforming to latest/relevant I.S.

specifications,suiatabel for above D.I.-

K-7/AC pipes, F.O.R. destination,

including all taxes and insurance.

7300.00

3 Supply of the following sizes of C.I.

valves, class I, working pressure 10

Kg/cm2 confirming to IS: 780/1984

or its latest amendments, F.O.R.

destination, including all taxes and

insurance .200 mm dia sluice valve for By Pass

1 1 11447.00 Each 11447.00

200 mm dia butterfly valve T.W. toOHT

1 1 6000.00 Each 6000.00

17447.00

1

sub total

D.P.R. FOR THE BODWAL GROUP OF VILLAGES WATER SUPPLY SCHEME(SMVS) D.P.R. FOR THE BODWAL GROUP OF VILLAGES WATER SUPPLY SCHEME(SMVS) UNDER: R.W.S.S.P.-LIS (WORLD BANK, CATEGORY:-SMVS)BLOCK - BANKATI, TEHSIL - BASTI SADAR , DISTT.- BASTI

DETAILED MEASUREMENT & ESTIMATE FOR RISING MAIN AND APPURTENANT WORKS

10% of item No.1

sub total


L B D/H Qty Rate Unit Amount1 2 3 4 5 6 7 8 9 104 Excavation of earth in ordinary soil

(loam, clay or sand) for pipe line

trenches including lift upto 1.50m

and lead upto 50m and refilling

watering, ramming of the excavated

earth into the trench and also

disposal of surplus earth upto 50m

from the center of the trenches.For rising main T.W. to OHT 1 30 0.80 1.20 28.80 90.18 cum 2597.18By Pass 1 10 0.80 1.20 9.60 90.18 cum 865.73

3462.91Carting the following sizes of D.I.

pipes and specials to the site of

work,lowering them into trenches and

laying true to alignment and gradient

including jointing, testing of pipe line

and including the supply of jointing

materials such as nut-bolts,rubber

insertions, white lead etc. complete

but excluding cost of trenching and

cutting of pipes etc. for making the

required lengths.T.W. to OHT 200mm dia 1 30 - - 30 37.48 RM 1124.40200 mm dia for by pass

1 10 - - 10 37.48 RM 374.80

1499.206 Carting of valves of following sizes

from site store to the site of works,

lowering them into already prepared

tenches and fixing them in position

including supply of jointing materials

such as nut-bolt, rubber

insertions,white lead etc. required for

porpoer complietion of the work

including their testing complete 200 mm dia sluice valve for By Pass 1 - - - 1 1259.44 Each 1259.44

200 mm dia butterfly valve T.W. toOHT

1 1 1259.44 Each 1259.442518.88

5

sub total

sub total

sub total


L B D/H Qty Rate Unit Amount1 2 3 4 5 6 7 8 9 107 Supply of all materials, labour,

T&P.required and constructmasonary typed sluice valveschamber including supply of M.S.Manhole cover as per departmentaltype design. 2 2 21200.0 Each 42400.00

8 R.C.C. with cement, coarse sand& 20 mm gauge stone ballast inproportion of 1:1.5:3 in thrustblocks of pipe line excludingsupply of reinforcement & itsbending but including its fixing &binding the same with 0.50 mmthick binding wire in position &necessary centering & shutteringincluding curing and supply of allmaterials, labour, T & P etc.required for proper completion ofthe work. 5 1.45 1.45 1.45 15.24Deduction due to pipe 0.397

14.85 7027.74 cum 104334.719 Mild steel or iron work in R.C.C.

wrought to required shape asnecessary including bending forproper completion of the workincluding supply of steel &wastage etc. 225.53 83.89 kg 18919.52

270882.22270900.00Say Rs

ASSISTANT ENGINEER

Total

0.397Net=

S.No Item of work No L B D/H Qty Rate Unit Amount1 2 3 4 5 6 7 8 9 101 Supply of all materials labour T&P

etc.compete and construction ofR.C.C. (M30 Grade) Over Head Tankof 750 KL capacity and 18 Meterstaging above ground lavel with maincomponents as per I.S:3370 ,including cost of soil testing. 1 1 11.07 per lit. 8300000.00

i All the components of OHT will becasted in M30 concrete withcement,coarse sand and approvedstone grit as per I.S. 11682 andI.S.456

ii Minimum depth of foundation beloworiginal ground level will be 2.5M andfoundation should be as per I.S:2950and I.S:2911.

iii Seismic effects and wind load shouldbe taken into consideration as I.S. 1893 for earthquake resistance andI.S. 875 part-III for wind load onstructure (this area is in seismicZone IV and high damage risk zonefor wind)

iv The above cast of OHT has beenasumed that ,the bearing capacity ofsoil has been taken as 8 M.T.sqm.

v Provide 1M wide M30 RCC staircase

from ground lavel to balcony.vi M.S. ladder made of 50x50x6 mm

angle section and 20mm plainM.S.bars (specification of M.S. shouldbe as per IS 800-2007) with handrails of 20mm medium class G.I.pipes on both sides in three rows frombalcony to top dome resting on anRCC plateform (75x75cm and 10cmthick) projecting from top ring beamand one alluminium ladder inside thetank body (from manhole in top dometo bottom dome)


BLOCK - BANKATI, TEHSIL - BASTI SADAR , DISTT.- BASTIDETAILED MEASUREMENT & ESTIMATE FOR CONSTRUCTION OF R.C.C. OVER HEAD TANK

S.No Item of work No L B D/H Qty Rate Unit Amount1 2 3 4 5 6 7 8 9 10vii Provide 1 m wide R.C.C. M30 balcony

around the tank at the junction point

of vertical wall and conical wall viii Proper R.C.C. railing and 20mm dia

medium class G.I.pipe (in 3 rows) onboth sides of stair case,around thebalcony, at each landing from landingwith top ring beam upto manhole onthe top dome and at theperiphery.The G.I.Pipes will besupported on RCC. posts made of50x50x6mm M.S. anglesection,spaced at intervals not morethan 1.5m.

ix Proper ventilator at top dome incircular shape of 1.2 m dia. along withan R.C.C. cover of minimum 1.50mdia and 7.5 cm thickness, pillar ofvintilator should be minimum 50 cmdia.The space between top dome andR.C.C. cover should be covered withmosquito net of standard qualityalongwith expanded metaled jali.

x Water level indicator febricated withsensor connecting to SCADA andalso fabricated with good qualityminimum 45mm x 45mm x 6mmM.S.angle and 3mm thick 6mm flatM.S.sheet. The indicator board scalemade of 3mm thick M.S. plate shouldhave a clear width of minimum 25cmpainted with good approved paint.It should also consists of 3mm brasswire rope minimum 4 smooth pulleysabout 8 cm dia with guides,15cm diacopper ball float which shall becompletely wate tight suitable pointerof brass etc.

S.No Item of work No L B D/H Qty Rate Unit Amount1 2 3 4 5 6 7 8 9 10xi Lightening conductor as per

I.S.S.2309 of its latest amendmentsof latest electricity rules.It shouldconsist proper elevation rod with 5 ormore fork points proper downconductors of prescribed metal ofpropr size prescribed by ISS 2309-1969 and ISS 3013-1966

xii C.I. manhole of min 60x60cm sizemade of M.S.channel section withadequate cover made of M.S. sheetof minimum 3mm thickness hingedwith manhole with lockingaarrangement.This manhole shouldbe fixe at top dome at proper place.

xiii (A)

Supply, fixing,jointing of following sizeof C.I.D/F Pipes with C.I.D/F specialsconforming to IS 8329/2000 asvertical pipes for inlet,outlet,overflowand washout as per latest / relevantI.S. specifications with all jointingmaterials for proper completion ofwork including other appurtenantworks and exeavation in all types ofsoil.Separate outlet pipes provided forevery Gram Panchayat as givenbelow:-

a Intlet 250 MM 1 25.0 25.0 RM.b Outlet 250 MM for Both G.P. 1 21.0 21.0 RM.c Over flow 250 MM 1 25.0 25.0 RM.d Wash out 100 mm 1 21.0 21.0 RM.

xiii (B)

Supply and fixing of 200 mm dia.digital bulk water meter conforming toI.S. 2373/1981 for connecting toSCADA in inlet pipe. 1 1 86800.0 No. 86800.00

xiv Supply and Fixing of Following sizemanually operated valves with handwheels as per ISS 780/1984 and orits latest amendments class “A”working pressure 10-16 Kg/cm2Including cartage from its store to thesite of work, lowering them intotrenches, fixing in position and testingetc.complete.

S.No Item of work No L B D/H Qty Rate Unit Amount1 2 3 4 5 6 7 8 9 10a 1 nos.200 mm dia. Cast iron sluice

Valve in outlet pipeb 1 nos.100 mm C.I. D/F Sluice Valve

in wash out pipexv Construction of bed blocks in 1:2:4

PCC with cement,coarse sand andapproved stone grit under each duckfoot bend to support the verticalpipes.These bed blocks shouldsupported on the raft not on the soil .

xvi Construction of sluice valve chamberfor above sluice valve/Butterfly valveas per departmental type design anddrawing including supply of all labourT&P complete.

xvii Construction of washout / overflowchamber as per departmental typedesign and drawing.

xviii Painting of all concrete surface andsteel pipe works with three coats ofapproved cement paint andanticorrosive paints.

2 Supply of 200 mm dia PVC pipe as

per latest / relevant specification

including all taxes and insurance

etc.F.O.R. destination for disposal of

water from overflow and washout

chamber to suitable point outside the

water works compound including

excavation of trenches.laying of pipe

line etc.complete. 1 15.0 15.0 607.00 RM 9105.008395905.008395900.00SAY Rs.

ASSISTANT ENGINEER

Total

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

1 2 3 4 5 6 7 8 9 101 Supply of the following size and

type of pipes with coupler and alljointing materials such as solventcement rubber rings etc.includingF.O.R. destination and all taxes,destination and all taxes, insuranceand with loading, unloading andstacking etc. complete.

PVC PIPES (6kg/sqcmas per I.S.-4985/2000)200 mm dia 420.00 607.00 RM 254940.00

2 Supply of special for above PVC PIPES . 254940.0 5% 12747.00

3 Excavation for pipe line work inordinary soil (loam,clayor sand ) forpipe line trenches including lift upto1,50m and lead upto 50 m andrefilling, watering, ramming ofexcavated earth in to trenches anddisposal of surplus earth upto 50 mfrom centre of the trenches.

403.20 90.18 cum 36360.58

4 Carting of the following types andsizes of presure pipe and specialand lowering them in to trenchesand laying true to alignment andgradient including testing ofpipeline excluding cost of trenchingand cutting of pipes etc. Formaking of proper length andmaking joints .PVC PIPES (6kg/sqcmas per I.S.-4985/2000)200 mm dia 420.00 24.62 RM 10340.40160 mm dia 0.00 22.06 RM 0.00

5%of cost of itom No.1(b)



DETAILED MEASUREMENT & ESTIMATE FOR BULK WATER DISTRIBUTION SYSTEM

As per statement of details of pipe


As per statement of excavation for pipe

line


1 2 3 4 5 6 7 8 9 10Supply of the following size of C.I.

valves in bulk flow line for different

gram panchayat F.O.R. destination

including all taxes and 5 year

insurance.

200 mm dia butterfly valve1 1 5530.00 each 5530.00

80 mm dia butterfly valve1 1 1580.00 each 1580.00

Carting of above valves of following sizes to the site of works,lowering them into alreadypreapered trenches and fixing themin position including supply ofjointing materials such as boalt,nuts, rubber insertion whitelead,valves and specials requiredbut the testing etc. Complete 200 mm dia butterfly valve 1 1 1259.44 each 1259.4480 mm dia butterfly valve 1 1 735.62 each 735.62

7 Supply and fixing of the followingsize of bulk flow water meterconforming to I.S: 2373/1981 fordifferent gram panchayat F.O.R. destination including all taxes and 5year insurance insurance.200 mm dia for Bodwal G.P. 1 1 40000.00 each 40000.0080 mm dia for Bardad G.P. 1 1 25000.00 each 25000.00Supply of all materials, labour,T&P etc.Required and constructfollowing chamber as perdepartment type design Masenarytype.

Butterfly Valve and sluice valvechamber (masonary Type) 2 2 21200.00 each 42400.00Inspection chamber for water meter(masonary Type) 2 2 21200.00 each 42400.00

6

5

8

As per statement for details of sluice

valve,Scoure valve,Air valve &fire

hydrant


1 2 3 4 5 6 7 8 9 10Provision for crossing of nalas,road, culvert and embankments(bundhs) etc. including shifting oftelephone cables etc.along thealignement of pipe line includingsupply of C.I.Tyton pipes andspecials,and their laying andjointing testing etc.complete and topay royalty to Nagar Nigam

i-culvert crossing 2 2 25000.0 each 50000.00ii-Road Crossing throughtrenchless technique

4 8 32 1600.00 RM 51200.00

574493.0574500.00

9

Total

ASSISTANT ENGINEER

Say

S. No

Item of workNo. L B D/H Qty Rate Unit Amount

1 2 3 4 5 6 7 8 9 101 Supply of the following size and type

of pipes with coupler and all jointing

materials such as solvent cement

rubber rings etc.including F.O.R.

destination and all taxes, destination

and all taxes, insurance and with

loading, unloading and stacking etc.

complete.PVC PIPES (6kg/sqcmas per I.S.-4985/2000)90 mm dia 1336.00 125.00 RM 167000.0063 mm dia 5123.00 61.00 RM 312503.00

2 Supply of special for above PVC PIPES . 479503.0 5% 23975.15

3 Excavation for pipe line work inordinary soil (loam,clayor sand ) forpipe line trenches including lift upto1,50m and lead upto 50 m andrefilling, watering, ramming ofexcavated earth in to trenches anddisposal of surplus earth upto 50 mfrom centre of the trenches. 4615.34 90.18 cum 416211.11

4 Carting of the following types and

sizes of presure pipe and special

and lowering them in to trenches and


including testing of pipeline

excluding cost of trenching and

cutting of pipes etc. For making of

proper length & joints .PVC PIPES (6kg/sqcmas per I.S.-4985/2000)90 mm dia 1336.00 14.08 RM 18810.8863 mm dia 5123.00 8.39 RM 42981.97

1.For Bardad Gram Panchayat



line




DETAILED MEASUREMENT & ESTIMATE FOR DISTRIBUTION SYSTEM (AFTER BULK FLOW METER)


S. No


1 2 3 4 5 6 7 8 9 10Supply of the following size ofC.I.D./F. Sluice valves and scourvalves as per ISS 780 Class1,working pressure 10kg/cm2 F.O.R.destination including all taxes andinsurance.Sluice valve80 mm dia 1 2808.00 each 2808.0050 mm dia 5 2096.00 each 10480.00Scour valve50 mm dia 1 2096.00 each 2096.00Supply of 50 mm dia screwed downtype air valve conforming to IS:14845 – 2000 with gun metal seat,F.O.R. destination,including all taxesand insurance.50 mm dia 1 1440.00 each 1440.00

7 Supply of under ground sluice valuetype fire hydrant consisting of 80mm dia sluice valve,80mm dia tailpieces, 80mm dia duck foot bendand 63 mm dia standard makes ironcoupling with cap and etc. Completeconforming to latest/releventI.S.specifications including all taxesand insurance. 1 17400.0 each 17400.00Carting of C.I.D./F sluice valvesand scour valves of following sizesto the site of works, lowering theminto already preapered trenches andfixing them in position includingsupply of jointing materials such asboalt, nuts, rubber insertion whitelead,valves and specials required butthe testing etc. Complete Sluice valve80 mm dia 1 735.62 each 735.6250 mm dia 5 735.62 each 3678.10Scour valve50 mm dia 1 735.62 each 735.62

As per statement for details of sluice valve,Scoure

valve,Air valve &fire hydrant

6





8

5



S. No


1 2 3 4 5 6 7 8 9 109 Carting from site store the 50 mm

dia screwed down air valves, to the

site of works, lowring them into

already prepared trenches and fixing

them in position including boring and

threading the main etc. Complete

and including the cost of bailing out

of water , supply of jointing materials

such as nut-bolts, rubber insertions,

white lead etc.Including their testing

complete. 1 306.54 each 306.5410 Carting of 80 mm dia flanged fire

hydrant to the site of works,

lowering them into already prepared

trenches and fixing them in position

including baring and threading the

main etc. Complete including thr cost

of bailing out of water, supply of

jointing materials such as nut-bolts,

rubber insertions, white lead etc.

Including their testing complete. 1 542.31 each 542.31Supply of all materials, labour, T&P

etc.Required and construct following

chamber as per department type

design Masenary type.Sluice valve chamber (masonaryType) 1 1 21200.00 each 21200.00Sluice valve chamber (surface boxType) 5 5 1700.00 each 8500.00Fire Hydrant

1 1 14200.0 each 14200.00Air Valve Chamber

1 1 9200.00 each 9200.00Scour Valve Chamber

1 1 21200.0 each 21200.00

11





S. No


1 2 3 4 5 6 7 8 9 1012 Dismanting of Following type of

surfaces including sorting out and

stacking of serviceable materials and

disposal of unserviceable materials

upto a distance of 50 m.i. CC Road 472.30 57.00 sqm 26921.21ii. Bituminous surface 184.79 45.00 sqm 8315.60iii. B.O.E. surface 1197.13 38.00 sqm 45491.12

Provision for crossing of culvert

and embankments (bundhs) etc.

including shifting of telephone cables

etc.along the alignement of pipe line

including supply of C.I.Tyton pipes

and specials,and their laying and

jointing testing etc.complete.i-culvert crossing 5 5 25000.0 each 125000.00ii-Road Crossing through trenchless

technique (63 mm to 200 mm)15 6 90 1600.00 RM 144000.00

Reinstatement of the following type

of road surface with old and new

materials including supply of all

maaterials, labour, T&P etc. required

for proper completion of the worki-R.C.C.Road 472.30 1210.00 sqm 571485.42ii-Bituminous surface 184.79 1066.00 sqm 196987.21iii-B.O.E. Surface (Assuming 50% newbrick and 50% old bricks used) 1197.13 165.38 sqm 197982.13

15 Making house connection with 20MM (O.D.) MPDE pipe in disributionline including cast ofmaterial,Labour, T&P etc. complete. 175 175 2000.00 No. 350000.00

2762187.02762200.0

TotalSay

ASSISTANT ENGINEER

As per statement for cutting of CC,BOE and Bitumen road

13

14


S. No


1 2 3 4 5 6 7 8 9 101 Supply of the following size and type

of pipes with coupler and all jointingmaterials such as solvent cementrubber rings etc.including F.O.R.destination and all taxes, destinationand all taxes, insurance and withloading, unloading and stacking etc.complete.PVC PIPES (6kg/sqcmas per I.S.-

4985/2000)200 mm dia 472.00 607.00 RM 286504.00160 mm dia 2340.00 385.00 RM 900900.00140 mm dia 513.00 291.00 RM 149283.00110 mm dia 1608.00 174.00 RM 279792.0090 mm dia 535.00 125.00 RM 66875.0075 mm dia 320.00 87.00 RM 27840.0063 mm dia 10903.00 61.00 RM 665083.00

2 Supply of special for above PVC

PIPES .2376277.0 5% 118813.85

3 Excavation for pipe line work in

ordinary soil (loam,clayor sand ) for

pipe line trenches including lift upto

1,50m and lead upto 50 m and

refilling, watering, ramming of

excavated earth in to trenches and

disposal of surplus earth upto 50 m

from centre of the trenches. 12534.77 90.18 cum 1130385.154 Carting of the following types and

sizes of presure pipe and special

and lowering them in to trenches and


including testing of pipeline excluding

cost of trenching and cutting of pipes

etc. For making of proper length &

joints .



line



BLOCK - BANKATI, TEHSIL - BASTI SADAR , DISTT.- BASTIDETAILED MEASUREMENT & ESTIMATE FOR DISTRIBUTION SYSTEM (AFTER BULK FLOW METER)

2.For Bodwal Gram Panchayat

S. No


1 2 3 4 5 6 7 8 9 10PVC PIPES (6kg/sqcmas per I.S.-4985/2000)200 mm dia 472.00 24.62 RM 11620.64160 mm dia 2340.00 22.06 RM 51620.40140 mm dia 513.00 17.17 RM 8808.21110 mm dia 1608.00 15.68 RM 25213.4490 mm dia 535.00 14.08 RM 7532.8075 mm dia 320.00 11.40 RM 3648.0063 mm dia 10903.00 8.39 RM 91476.17Supply of the following size of

C.I.D./F. Sluice valves and scour

valves as per ISS 780 Class

1,working pressure 10kg/cm2 F.O.R.

destination including all taxes and

insurance.Sluice valve150 mm dia 1 5906.00 each 5906.00125 mm dia 1 5092.00 each 5092.00100 mm dia 2 3763.00 each 7526.0080 mm dia 3 2808.00 each 8424.0050 mm dia 10 2096.00 each 20960.00Scour valve150 mm dia 1 5906.00 each 5906.0050 mm dia 2 2096.00 each 4192.00Supply of 50 mm dia screwed downtype air valve conforming to IS:14845 – 2000 with gun metal seat,F.O.R. destination,including all taxesand insurance.50 mm dia 1 1440.00 each 1440.00

7 Supply of under ground sluice value

type fire hydrant consisting of 80

mm dia sluice valve,80mm dia tail

pieces, 80mm dia duck foot bend and

63 mm dia standard makes iron

coupling with cap and etc. Complete

conforming to latest/relevent

I.S.specifications including all taxes

and insurance. 2 17400.0 each 34800.00

5

6








S. No


1 2 3 4 5 6 7 8 9 10Carting of C.I.D./F sluice valves and

scour valves of following sizes to the

site of works, lowering them into

already preapered trenches and fixing

them in position including supply of

jointing materials such as boalt, nuts,

rubber insertion white lead,valves and

specials required but the testing etc.

Complete Sluice valve150 mm dia 1 1161.12 each 1161.12

125 mm dia 1 789.70 each 789.70

100 mm dia 2 735.62 each 1471.24

80 mm dia 3 735.62 each 2206.86

50 mm dia 10 735.62 each 7356.20

Scour valve150 mm dia 1 1161.12 each 1161.12

50 mm dia 2 735.62 each 1471.24

9 Carting from site store the 50 mm dia

screwed down air valves, to the site

of works, lowring them into already

prepared trenches and fixing them in

position including boring and

threading the main etc. Complete and

including the cost of bailing out of

water , supply of jointing materials

such as nut-bolts, rubber insertions,

white lead etc.Including their testing

complete. 1 306.54 each 306.54



8



S. No


1 2 3 4 5 6 7 8 9 1010 Carting of 80 mm dia flanged fire

hydrant to the site of works, lowering

them into already prepared trenches

and fixing them in position including

baring and threading the main etc.

Complete including thr cost of bailing

out of water, supply of jointing

materials such as nut-bolts, rubber

insertions, white lead etc. Including

their testing complete. 2 542.31 each 1084.62Supply of all materials, labour, T&P

etc.Required and construct following

chamber as per department type

design Masenary type.Sluice valve chamber (masonaryType) 5 5 21200.00 each 106000.00Sluice valve chamber (surface boxType) 12 12 1700.00 each 20400.00Fire Hydrant

2 2 14200.0 each 28400.00Air Valve Chamber

1 1 9200.00 each 9200.00Scour Valve Chamber

3 3 21200.0 each 63600.0012 Dismanting of Following type of

surfaces including sorting out and

stacking of serviceable materials and

disposal of unserviceable materials

upto a distance of 50 m.i. CC Road 5317.87 57.00 sqm 303118.42ii. Bituminous surface 268.30 45.00 sqm 12073.55iii. B.O.E. surface 1137.71 38.00 sqm 43232.90

Provision for crossing of culvert and

embankments (bundhs) etc. including

shifting of telephone cables etc.along

the alignement of pipe line including

supply of C.I.Tyton pipes and

specials,and their laying and jointing

testing etc.complete.i-culvert crossing 5 5 25000.0 each 125000.00ii-Road Crossing through trenchlesstechnique (63mm to 200mm) 15 6 90 1600.00 RM 144000.00

13



11

As per statement for cutting of CC,BOE and

Bitumen road

S. No


1 2 3 4 5 6 7 8 9 10Reinstatement of the following type

of road surface with old and new

materials including supply of all

maaterials, labour, T&P etc. required

for proper completion of the worki-R.C.C.Road 5317.87 1210.00 sqm 6434619.07ii-Bituminous surface 268.30 1066.00 sqm 286008.87iii-B.O.E. Surface (Assuming 50% newbrick and 50% old bricks used) 1137.71 165.38 sqm 188154.15

15 Making house connection with 20 MM(O.D.) MPDE pipe in disribution lineincluding cast of material,Labour, T&Petc. complete. 1565 1565 2000.00 No. 3130000.00

14830457.314830500.0

ASSISTANT ENGINEER

14


TotalSay

200 MM 160 MM 140 MM 110 MM 90 MM 75 MM 63 MM

1 10 10

TOTAL(A1)= 10 0 0 0 0 0 0 10

2 156 156

3 63 63

4 78 78

5 78 78

6 35 35

7 181 181

8 20 20

9 113 113

10 90 90

11 87 87

12 402 402

13 49 49

14 151 151

15 76 76

16 86 86

17 63 63

18 27 27

19 34 34

20 43 43

21 53 53

22 79 79

TOTAL



DETAIL OF PIPE

Line No.

DETAIL OF PIPES PVC PIPES

A1. BULK WATER PIPE

B1. INTERNAL PIPE LINES


200 MM 160 MM 140 MM 110 MM 90 MM 75 MM 63 MMTOTALLine No.


23 124 124

24 47 47

25 12 12

26 32 32

27 141 141

28 10 10

29 67 67

30 20 20

31 935 935

32 553 553

33 354 354

34 265 265

35 81 81

36 257 257

37 113 113

38 29 29

39 112 112

40 199 199

41 20 20

42 44 44

43 40 40

44 25 25

45 151 151

46 172 17247 63 63

48 275 275

49 99 99

50 255 255

Total(B1) 0 0 0 0 1336 0 5123 6459

GRAND TOTAL (A1+B1)

10 0 0 0 1336 0 5123 6469



51 410 410

TOTAL(A2)= 410 0 0 0 0 0 0 410

52 1013 101353 125 12554 111 11155 72 7256 88 8857 111 11158 35 3559 104 10460 873 87361 78 7862 51 5163 91 9164 53 5365 58 5866 49 4967 103 10368 28 2869 47 4770 41 4171 50 5072 72 7273 20 2074 26 2675 35 3576 30 3077 26 2678 32 3279 102 10280 30 3081 94 9482 39 3983 75 7584 88 8885 651 65186 53 5387 81 8188 75 7589 59 59

A2. BULK WATER PIPE

B2. INTERNAL PIPE LINES




90 31 3191 26 2692 161 16193 49 4994 62 6295 175 17596 23 2397 30 3098 99 9999 60 60100 86 86101 50 50102 60 60103 60 60104 160 160105 43 43106 92 92107 180 180108 82 82109 71 71110 26 26111 43 43112 37 37113 28 28114 52 52115 30 30116 53 53117 245 245118 77 77119 59 59120 33 33121 32 32122 28 28123 30 30124 45 45125 33 33126 51 51127 305 305128 389 389129 108 108130 253 253131 167 167132 173 173133 51 51134 140 140



135 96 96136 108 108137 127 127138 35 35139 282 282140 112 112141 108 108142 191 191143 105 105144 21 21145 122 122146 32 32147 27 27148 25 25149 103 103150 83 83151 729 729152 46 46153 33 33154 85 85155 32 32156 95 95157 778 778158 207 207159 62 62160 122 122161 30 30162 81 81163 64 64164 40 40165 25 25166 27 27167 20 20168 29 29169 87 87170 56 56171 20 20172 111 111173 19 19174 77 77175 29 29176 88 88177 1011 1011178 116 116179 97 97



180 110 110181 45 45182 39 39183 69 69184 331 331185 153 153186 288 288187 82 82188 85 85189 83 83190 37 37191 24 24192 42 42193 290 290194 105 105195 40 40196 93 93197 125 125

Total (B2) 472 2340 513 1608 535 320 10903 16691GRANT TOTAL (A2+B2)

882 2340 513 1608 535 320 10903 17101

GRANT TOTAL(BULK

FLOW)=420 0 0 0 0 0 0 420

GRANT TOTAL(Bulk Flow+Intra village)=

892 2340 513 1608 1871 320 16026 23570

Assitant Engineer

Sl. No. Description of works No. L. B. H./D. Quantity1 2 3 4 5 6 71 Excavation of earth in ordinary soil

(loam, clay or sand) for pipe linetrenches including lift upto 1.50m andlead upto 50m and refilling, watering,ramming of the excavated earth in tothe trenches and also disposal ofsurplus earth upto 50m. From thecentre of the trenches.

200 MM 1 420 0.80 1.20 403.20403.20

1.For Bardad Gram PanchayatPVC PIPES90 MM 1 1336.00 0.69 1.09 1004.8163 MM 1 5123.00 0.66 1.06 3610.53

4615.342.For Bodwal Gram PanchayatPVC PIPES200 MM 1 472.00 0.80 1.20 453.12160 MM 1 2340.00 0.76 1.16 2062.94140 MM 1 513.00 0.74 1.14 432.77110 MM 1 1608.00 0.71 1.11 1267.2690 MM 1 535.00 0.69 1.09 402.3775 MM 1 320.00 0.68 1.08 232.2063 MM 1 10903.00 0.66 1.06 7684.10

12534.7717553.3017553.00

DETAIL OF EXCAVATION FOR PIPE LINE TRENCHES


TOTAL(A+B1+B2) IN CUM

Sub Total (B1)=

Sub Total (B2)=

A.BULK WATER PIPE LINES

B. INTERNAL PIPE LINESSub Total (A)=

Assitant Engineer

SAY (CUM)

200 150 125 100 80 65 50 250 200 150 125 100 80 65 50

1 6 12 12 13 30 14 31 1 15 32 16 35 17 46 18 14 1

0 0 0 0 1 0 5 1 0 0 0 0 0 0 0 1 1

1 52 12 53 13 594 66 15 60 1 1 16 69 17 85 18 519 89 110 97 111 197 112 108 113 151 114 128 115 139 116 152 117 157 118 165 119 166 120 177 1 121 193 122 131 1

0 1 1 2 3 0 10 1 0 0 1 0 0 0 0 2 20 1 1 2 4 0 15 2 0 0 1 0 0 0 0 3 3

1 1 12 51 1

1 0 0 0 1 0 0Total

Scour Valve (Dia in mm.)Line nos.

Air Valve

SLUICE VALVE

G. TotalTotal

Assitant Engineer


3.Detail of Butter fly for Bulk waterButterfly valve

Total



Detail Of Sluice Valve, Wheel Valve, Scour Valve, Butter fly Valve,Fire Hydrant And Air Valve

F.H.sl.no

Total Bituminous Road C.C.Road B.O.E. Kachcha

1 2 3 4 5 7 6

1 10 90 0.690 6.90 6.90TOTAL(A1)= 10 6.9 0 0 0 6.9

2 156 63 0.663 103.43 103.43 0.00

3 63 63 0.663 41.77 41.77 0.00

4 78 63 0.663 51.71 51.71 0.00

5 78 63 0.663 51.71 51.71

6 35 63 0.663 23.21 23.21

7 181 63 0.663 120.00 120.00 0.00

8 20 63 0.663 13.26 13.26

9 113 63 0.663 74.92 74.92 0.00

10 90 90 0.690 62.10 62.10 0.00

11 87 63 0.663 57.68 57.68 0.00

12 402 63 0.663 266.53 266.53 0.00

13 49 90 0.690 33.81 16.91 16.91

14 151 63 0.663 100.11 100.11 0.00

15 76 63 0.663 50.39 45.81 4.58

16 86 63 0.663 57.02 57.02 0.00

17 63 63 0.663 41.77 41.77 0.00

18 27 63 0.663 17.90 7.16 10.74

19 34 63 0.663 22.54 22.54

20 43 63 0.663 28.51 28.51

21 53 63 0.663 35.14 35.14 0.00

22 79 90 0.690 54.51 54.51 0.00



Surface Cutting (sq.m.)

DETAIL OF ROAD CUTTING

Line No.Length Of

Pipe (in M.)

Dia of Pipe

( in mm.)

Breath Of

Cutting (m)

1.For Bardad Gram PanchayatA. BULK WATER PIPE LINES

B. INTERNAL PIPE LINES


1 2 3 4 5 7 6

Surface Cutting (sq.m.)Line No.

Length Of Pipe

(in M.)

Dia of Pipe

( in mm.)

Breath Of

Cutting (m)

23 124 63 0.663 82.21 82.21 0.00

24 47 63 0.663 31.16 31.16 0.00

25 12 90 0.690 8.28 8.28 0.00

26 32 63 0.663 21.22 21.22 0.00

27 141 90 0.690 97.29 97.29 0.00

28 10 90 0.690 6.90 6.90 0.00

29 67 63 0.663 44.42 44.42 0.00

30 20 90 0.690 13.80 13.80 0.00

31 935 90 0.690 645.15 645.15

32 553 63 0.663 366.64 366.64

33 354 63 0.663 234.70 234.70

34 265 63 0.663 175.70 175.70

35 81 63 0.663 53.70 53.70 0.00

36 257 63 0.663 170.39 170.39

37 113 63 0.663 74.92 74.92

38 29 63 0.663 19.23 19.23 0.00

39 112 63 0.663 74.26 74.26 0.00

40 199 63 0.663 131.94 131.94

41 20 63 0.663 13.26 13.26 0.00

42 44 63 0.663 29.17 29.17 0.00

43 40 63 0.663 26.52 26.52 0.00

44 25 63 0.663 16.58 16.58 0.00

45 151 63 0.663 100.11 100.11

46 172 63 0.663 114.04 114.04 0.00

47 63 63 0.663 41.77 41.77

48 275 63 0.663 182.33 182.33

49 99 63 0.663 65.64 65.64 0.00

50 255 63 0.663 169.07 169.07Total (B1) 6459 4318.389 184.79 472.30 1197.13 2464.16


1 2 3 4 5 7 6


Length Of Pipe

(in M.)

Dia of Pipe

( in mm.)

Breath Of

Cutting (m)

51 410 200 0.800 328.00 328.00TOTAL(A2)

=410 328 0 0 0 328

52 1013 160 0.760 769.88 769.8853 125 63 0.663 82.88 82.8854 111 63 0.663 73.59 73.5955 72 63 0.663 47.74 47.74 0.0056 88 160 0.760 66.88 66.8857 111 63 0.663 73.59 73.59 0.0058 35 160 0.760 26.60 26.6059 104 63 0.663 68.95 68.9560 873 160 0.760 663.48 663.4861 78 63 0.663 51.71 51.71 0.0062 51 160 0.760 38.76 38.76 0.0063 91 63 0.663 60.33 60.33 0.0064 53 160 0.760 40.28 40.28 0.0065 58 63 0.663 38.45 38.45 0.0066 49 160 0.760 37.24 37.24 0.0067 103 63 0.663 68.29 68.29 0.0068 28 160 0.760 21.28 21.28 0.0069 47 75 0.675 31.73 31.7370 41 63 0.663 27.18 27.18 0.0071 50 75 0.675 33.75 33.7572 72 63 0.663 47.74 47.74 0.0073 20 63 0.663 13.26 13.26 0.0074 26 63 0.663 17.24 17.24 0.0075 35 63 0.663 23.21 23.21 0.0076 30 63 0.663 19.89 19.8977 26 63 0.663 17.24 17.24 0.0078 32 63 0.663 21.22 21.22 0.0079 102 63 0.663 67.63 67.63 0.0080 30 63 0.663 19.89 19.8981 94 63 0.663 62.32 62.32 0.0082 39 63 0.663 25.86 25.86 0.0083 75 63 0.663 49.73 49.73 0.0084 88 63 0.663 58.34 58.34 0.00

2.For Bodwal Gram PanchayatA. BULK WATER PIPE LINES

B. INTERNAL PIPE LINES


1 2 3 4 5 7 6


Length Of Pipe

(in M.)

Dia of Pipe

( in mm.)

Breath Of

Cutting (m)

85 651 63 0.663 431.61 431.6186 53 63 0.663 35.14 35.14 0.0087 81 63 0.663 53.70 53.70 0.0088 75 63 0.663 49.73 49.73 0.0089 59 140 0.740 43.66 43.66 0.0090 31 63 0.663 20.55 20.55 0.0091 26 140 0.740 19.24 19.24 0.0092 161 63 0.663 106.74 106.74 0.0093 49 63 0.663 32.49 32.49 0.0094 62 140 0.740 45.88 45.88 0.0095 175 63 0.663 116.03 116.03 0.0096 23 140 0.740 17.02 17.02 0.0097 30 90 0.690 20.70 20.70 0.0098 99 63 0.663 65.64 65.64 0.0099 60 90 0.690 41.40 41.40 0.00100 86 63 0.663 57.02 57.02 0.00101 50 63 0.663 33.15 33.15 0.00102 60 63 0.663 39.78 39.78 0.00103 60 63 0.663 39.78 39.78 0.00104 160 63 0.663 106.08 106.08 0.00105 43 63 0.663 28.51 28.51 0.00106 92 63 0.663 61.00 61.00 0.00107 180 63 0.663 119.34 119.34 0.00108 82 90 0.690 56.58 56.58 0.00109 71 63 0.663 47.07 47.07 0.00110 26 63 0.663 17.24 17.24 0.00111 43 63 0.663 28.51 28.51 0.00112 37 63 0.663 24.53 24.53 0.00113 28 63 0.663 18.56 18.56 0.00114 52 63 0.663 34.48 34.48 0.00115 30 63 0.663 19.89 19.89 0.00116 53 63 0.663 35.14 35.14 0.00117 245 63 0.663 162.44 162.44 0.00118 77 63 0.663 51.05 51.05 0.00119 59 63 0.663 39.12 39.12 0.00120 33 63 0.663 21.88 21.88 0.00121 32 63 0.663 21.22 21.22 0.00122 28 63 0.663 18.56 18.56 0.00123 30 63 0.663 19.89 19.89 0.00124 45 63 0.663 29.84 29.84 0.00


1 2 3 4 5 7 6


Length Of Pipe

(in M.)

Dia of Pipe

( in mm.)

Breath Of

Cutting (m)

125 33 63 0.663 21.88 21.88 0.00126 51 63 0.663 33.81 33.81 0.00127 305 200 0.800 244.00 244.00 0.00128 389 63 0.663 257.91 257.91 0.00129 108 63 0.663 71.60 71.60 0.00130 253 63 0.663 167.74 167.74131 167 200 0.800 133.60 133.60 0.00132 173 63 0.663 114.70 114.70 0.00133 51 160 0.760 38.76 38.76 0.00134 140 63 0.663 92.82 92.82 0.00135 96 63 0.663 63.65 63.65 0.00136 108 63 0.663 71.60 71.60 0.00137 127 160 0.760 96.52 96.52 0.00138 35 140 0.740 25.90 25.90139 282 63 0.663 186.97 186.97 0.00140 112 140 0.740 82.88 82.88141 108 63 0.663 71.60 71.60 0.00142 191 140 0.740 141.34 141.34 0.00143 105 63 0.663 69.62 69.62 0.00144 21 140 0.740 15.54 15.54 0.00145 122 63 0.663 80.89 80.89 0.00146 32 140 0.740 23.68 23.68 0.00147 27 63 0.663 17.90 17.90 0.00148 25 110 0.710 17.75 17.75 0.00149 103 63 0.663 68.29 68.29 0.00150 83 63 0.663 55.03 55.03 0.00151 729 110 0.710 517.59 517.59 0.00152 46 63 0.663 30.50 30.50 0.00153 33 63 0.663 21.88 21.88 0.00154 85 63 0.663 56.36 56.36 0.00155 32 63 0.663 21.22 21.22 0.00156 95 63 0.663 62.99 62.99 0.00157 778 110 0.710 552.38 552.38158 207 63 0.663 137.24 137.24 0.00159 62 63 0.663 41.11 41.11160 122 63 0.663 80.89 80.89 0.00161 30 63 0.663 19.89 19.89 0.00162 81 63 0.663 53.70 53.70 0.00163 64 63 0.663 42.43 42.43 0.00164 40 63 0.663 26.52 26.52 0.00


1 2 3 4 5 7 6


Length Of Pipe

(in M.)

Dia of Pipe

( in mm.)

Breath Of

Cutting (m)

165 25 63 0.663 16.58 16.58 0.00166 27 63 0.663 17.90 17.90 0.00167 20 63 0.663 13.26 13.26 0.00168 29 63 0.663 19.23 19.23 0.00169 87 63 0.663 57.68 57.68 0.00170 56 63 0.663 37.13 37.13 0.00171 20 63 0.663 13.26 13.26 0.00172 111 63 0.663 73.59 73.59 0.00173 19 63 0.663 12.60 12.60 0.00174 77 63 0.663 51.05 51.05 0.00175 29 63 0.663 19.23 19.23 0.00176 88 63 0.663 58.34 58.34 0.00177 1011 63 0.663 670.29 670.29178 116 90 0.690 80.04 80.04179 97 90 0.690 66.93 66.93180 110 63 0.663 72.93 72.93181 45 63 0.663 29.84 29.84182 39 63 0.663 25.86 25.86183 69 63 0.663 45.75 45.75184 331 63 0.663 219.45 219.45 0.00185 153 63 0.663 101.44 101.44 0.00186 288 63 0.663 190.94 190.94 0.00187 82 63 0.663 54.37 54.37 0.00188 85 63 0.663 56.36 56.36189 83 63 0.663 55.03 55.03190 37 63 0.663 24.53 24.53191 24 63 0.663 15.91 15.91192 42 63 0.663 27.85 27.85193 290 63 0.663 192.27 192.27194 105 63 0.663 69.62 69.62195 40 63 0.663 26.52 26.52196 93 63 0.663 61.66 61.66

Total (B2) 16693 11480.58 268.301 5317.867 1137.708 4756.70

TOTAL Bulk lines(A1+A2) Total 334.90 0.00 0.00 0.00 334.90

Assitant Engineer

S.No Item of work No. L B D/H Qty Rate Unit Amount1 2 3 4 5 6 7 8 9 101 Construction of boundary wall

as per departmental typedesign at water worksincluding supply of allmaterials, labour T&Petc.comletin of work For water work 2.0 30.00 60.00

2.0 30.00 60.00120.00

Deduct for 3.60 m wide gate 1.0 3.60 3.60Total 116.40 2800.00 RM 325920.0

2 Supply of fixing of 3.6 m widegate including construction ofpillars as per departmentaltype design including if allmaterial, labour,T&Petc.required for propercompletion of work 1.0 1.00 37900.0 each 37900.00

3 Provide all materials , labour,T&P etc.required for propercompletion of work andconstruct brick on edgeapproach road For I water works 1 0.00 3.60 0.00

1 35.00 3.00 105.00Total 105.00 283.71 sqm 29789.55

4 Provide all materials , labour,T&P etc.required for propercompletion of works includingleveling dressing exvavationand filling of earth wherenecessary for departmental ofwater works site includingcarriage of earth from distantof about 8 km. for Ist WaterWorks.For I water works 1 30.00 30.00 0.30 270.0

Total 270.0 323.92 87458.40481068.0481100.00

DETAILED MEASUREMENT & ESTIMATE FOR BOUNDARY WALL, GATE, PILLARS,APPROACH ROAD & SITE DEVELOPMENT


ASSISTANT ENGINEER

TotalSay

Sub total

(i)

(i)

S.No.

Item of work No. Qty Rate Unit Amount

1 2 3 7 8 9 101 Provide all materials labour, T&P etc.

complete and construction of single

room staff quqrter for operators &

chaukidar as per department type

design and drawing (attached). 1 1 562000.0 each 562000.00562000.00562000.00

TotalSay Rs.

ASSISTANT ENGINEER



ESTIMATE OF STAFF QUARTER FOR PUMP OPERATOR & CHAUKIDAR

S.No. Item of work No. Qty Rate Unit Amount1 2 3 7 8 9 101 Installation of simple SCADA to

automatically operate thepumping plant, water level inOHT and Digital Bulk flow watermeter in inlet of OHT witharrangement for communicationof data to the controle centre,including computer sysem, printerand other accessaries etc.complete. 1 1 200000.0 each 200000.00

200000.00

200000.00Say Rs.

ASSISTANT ENGINEER


ESTIMATE OF SCADA (supervisory control and data acquisition)

Total

S.No. Item of work

Expenditure for 12 months for the

year 2015

Expenditure for 1 months for the year 2015

Expenditure for 3 months for the year 2015

1 2 3 41 Provision for expenditure on

Electricity 276360.00 23030.00 69090.02 Provision for expenditure on

Chemical 11950.00 995.80 2987.4Total 72077.4

Say Rs. 72100.0

ASSISTANT ENGINEER


ESTIMATE FOR THREE MONTH MAINTENANCE (TRIAL & RUN)

ESTIMATE (E/M WORKS)

Sl.No. Description of works Quantity Rate in Rs. Amount in Rs.1 2 3 4 5

1(A) TANSPORTATION OF RIG MACHINE AND ITS T.& P. FROM GORAKHPUR STORE

TO THE SITE OF TUBEWELL THROUGH DEPARTMENTAL TRUCK

(i) Shifting of Rig Machine from store to site of works. 1x1x60Km. 47.00 2820.00

(ii) Carting of Rig Machine T&P two tripsby Truck from store to site 2x2x60Km. 31.00 7440.00

(iii) Loading and unloading two trips2x2 Job 1165.00 4660.00

14920.00(B) TRANSPORTATION OF 250 P.S.I.

COMPRESSOR AND ITS T.& P. FROM GORAKHPUR STORE TO THE SITE OF TUBEWELL

(i) Toeing of Compressor by Tractorfrom store to site. 1x2x60Km. 55.00 6600.00

(ii) Carting of CompressorT&P by Truck of from Store to site one trip. 1x2x60Km. 31.00 3720.00

.(iii) Loading and unloading one trip. 1x2 job 1165.00 2330.00

12650.001(C) TRANSPORTATION OF O.P. UNIT AND

ITS T.& P. FROM GORAKHPUR STORE TO THE SITE OF TUBEWELL

(i) Toeing of O.P.Unit by Tractor from storeto site one trip. 1x2x60Km. 55.00 6600.00

(ii) Carting of O.P.Unit T&P by Truck from store to site one trip. 1x2x60Km. 31.00 3720.00

(iii) Loading and unloading one trip. 1x2 job 1165.00 2330.00

12650.00

ESTIMATE FOR CONSTRUCTION OF TUBEWELL& OTHER E./M. WORKS IN BODAVAL GROUP OF VILLAGES


DISTRICT : BASTI

ESTIMATE FOR CONSTRUCTION OF TUBEWELL


TOTAL OF (A+B+C) 40220.00

(D) Return back of above Units and T&Pafter copmpletion of work at itemTotal of item 1(A+B+C) 40220.00

TOTAL OF ITEM 1 80440.00

2-TRANSPORTATION OF ASSEMBLY FROM

GORAKHPUR STORE TO SITE

(i) Carting of T.W,. Assembly in 2 trips byTruck from store to site 2x2x60Km. 31.00 7440.00

(ii) Loading and unloading of T.W.assembly two trips. 2x2 job 1165.00 4660.00

12100.00

3 SUPPLY OF TUBEWELL ASSEMBLY

(i) 300 mm. dia 7.1 mm thick MSERW Housing pipe as per ISS 4270 35 m 3000.00 105000.00

(ii) 300x200 mm dia 12 mm thick M.S. Reducer 1No. 6612.00 6612.00

(iii) 200mm.dia 7.1 mm thick M.S.Plain Pipe 60 m 1875.00 112500.00

(iv) 200mm.dia 7.1 mm thick M.S. Slotted pipe(size 1.2x75mm) 25 m 2720.00 68000.00

(v) 200 mm dia Bail Plug made of 12 mm thick plate 1No. 2292.00 2292.00

(vi) 300 mm dia M.S. Clamp made of 12 mm thick plate 1No. 5736.00 5736.00

(vii) 300 mm. dia Well Cap made of 12 mm thick plate 1No. 2376.00 2376.00

(viii) 300 mm dia M.S. Ring made of 12 mm thick plate 7 Nos. 2208.00 15456.00

(ix) 200 mm dia M.S. Ring made of 12 mm thick plate 18 Nos. 1254.00 22572.00

(x) 300 mm. dia. Tubewell assembly support madeof 150 mm x 3 mtr. Long. 1No. 12540.00 12540.00

353084.00

4 Supply of Lal Kuan Pea Gravel 1.6 to 4,8 mm. size for Tubewell . (IS Code 4097-1988).Calculation of Quantity of Pea Gravel is given in Annexure 5) 38 cum. 3900.00 148200.00

148200.00


5 DRILLING OF TUBEWELL BORE

(i) Erection of Rig Machine and its T&P. Job L.S. 19000.00

(ii) Dismentling of Rig Machine and its T&P. Job L.S. 9500.00

(iii) Drilling of 625 mm. dia bore from G.L.to 40M. BGL 40 m 1745.00 69800.00

(iv) Drilling of 500 mm. dia. Bore from 40 MBGL to 90 M. BGL. 50 m 1620.00 81000.00

(v) Drilling of 500 mm. dia. Bore from 90 MBGL to 120 M. BGL. 30 m 1727.00 51810.00

(vi) Drilling of 500 mm. dia. Bore from 120 MBGL to 132 M. BGL. 12 m 1853.00 22236.00

253346.00

6 LOWERING OF TUBEWELL ASSEMBLY AND SHROUNDING OF PEA-GRAVEL

(i) 300 mm. dia. Housing Pipe from G.L to 35 m 296.00 10360.0035 M. BGL .

(ii) 200 mm. dia Plain/Slotted Pipe 35 M. BGL 55 m 264.00 14520.00 to 90 M. BGL

(iii) 200 mm. dia Plain/Slotted Pipe 90M. BGL 30 m 303.00 9090.00 to 120 M. BGL

33970.00

7 DEVELOPMENT OF TUBEWELL BY 250 P.S.I. AIR COMPRESSOR

(i) Erection of Comppressor Job L.S. 11420.00

(ii) Dismentling of above . Job L.S. 5710.00

(iii) Development by 250 P.S.I. Air Compressor . 60 Hrs. 2269.00 136140.00

153270.00


8 DEVELOPMENT BY 3 CUSEC O.P.UNIT

(i) Erection of O.P. Unit Job L.S. 17000.00

(ii) Dismentling of above . Job L.S. 8500.00

(iii) Development by O.P.Unit . 100 Hrs. 725.00 72500.00

98000.00

9 Chemical and Bacteriological test of water sample . Job L.S. 2500.00

10 Barricating Job L.S. 5000.00

TOTAL 1139910.00

SAY 1140000.00

ASSISTANT ENGINEER

Sl.No. Description of works Qty. Rate Unit Amount in Rs. in Rs.

1 2 3 4 5 61- PUMP-SET

1.1 1250 LPM 41 m. head 2900 rpm. 20 H.P submersibleclear water pumping plant suitable to operate on 450 + 5% volt 50 hz., 3 phase A.C. supply(As perIS 8034-1989) (1 no. stand bye) 2 100000.00 Set 200000.00

2 SWITCH GEAR WITH CUBICAL PANEL HAVINGWITH FOLLOWING ITEMS 1 90000.00 Set 90000.00

2.1 tpic Switch fuse unit of 200 amp. 1 No.2.2 Voltmeter 0-600 volt range with selector switch 1 No.2.3 Ammeter 0-200 amp. Range with selector switch 1 No.2.4 KWI meter for 20 H.P. 1 No.2.5 Power factor meter 1 No.2.6 Frequency meter 1 No.2.7 Hour count meter 1 No.2.8 Single phase preventer 1 No.2.9 Power capacitor of suitable size 1 Set

2.10 Phase indicating lamps with toggle switch 1 Set2.11 Instrument fuses of suitable size 1 Set2.12 15 amp switch fuse unit for light and fan point 1 No.2.13 Submersible cable of size 1x3x6 sq.mm. 35 M.2.14 Switch Gear S/D starter suitable for operate 20

H.P. Pump set . 1 Set

3 MAIN PIPING AND VALVES 1 127700.00 Set 127700.00

3.1 150mm. dia.5.4mm. Thich M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3 M long 21M with 1 M. long top pipe with cap(Damdam) andsealing ring . 7 No.

3.2 C.I. D/F 90 bend of size 150mm. Dia. 1 No.3.3 C.I. A/F Tee of size 150mm. Dia. 1 No.

UNDER WORLD BANK PROGRAMME

DISTRICT : BASTI

ESTIMATE FOR PUMPING PLANT & CHLORINATING PLANT

ESTIMATE FOR CONSTRUCTION OF TUBEWELL & OTHER E./M. WORK IN BODAWAL GROUP OF VILLAGES

WATER SUPPLY SCHEME

1 2 3 4 5 6

3.4 M.S. Distance piece of 150mm. Dia. 1.0M. Long 2 Nos. and 1.5 M. long 1 No. 3 Nos.

3.5 M.S. Enlarger/Reducer of suitable size 1 No.3.6 Kirloskar/IVC make 150mm. Dia. Sluice Valve 150

mm. dia. P.N. rating 1.0 having followingspecification confirming. (As per IS-1446-2000) 2 Nos.

3.6.1 Non rising system with hand wheel 3.6.2 Both end flanged with isometric trap axial threads

for smooth operation of stream .3.6.3 Face ring pressed in body and wedge 3.6.4 Wedge tarred on both sides provided with deep

grooves inside3.6.5 Application Handling of clear water sp.gr. 1.0

(confirming to 15.780/IS 2905)

3.7 Kirloskar/IVC make 150mm. Dia Reflex Valve(Confirming to IS-5312 part-1) having followingspecification 1 No.

3.7.1 Suitable for handling clear water having specificgravity

3.7.2 Both end flanged3.7.3 Door contact on the periphery3.7.4 Body Gun Metal]3.7.5 Hinge pin stainless steel3.7.6 Disc face High quality mature rubber of better

4 GAUGES 1 6000.00 Set 6000.00

4.1 Pressure Gauge 1 No.4.2 Depth Gauge 1 No.4.3 Other necessary fitting for gauges, control cock,

Air hand pump steel airline 40 M. etc. 1 Set

5 TOOLS(REPUTED MAKE) IN A TOOL KIT] 1 5500.00 Set 5500.00

5.1 Pipe wrenches 2 No.5.2 D/E Spanner 22/6mm. 6 Pieces5.3 Adjustable wrench 300mm. 1 No.5.4 Screw Driver

5.4.1 (a) 12 x 250 mm. 1 No.5.4.2 (b) 8 x 250mm. 1 No.5.4.3 (c) 5 x 250mm. 1 No.5.5 Combination plier 200mm. 1 No.5.6 Nose plier 200mm. 1 No.5.7 hammer with handle 1 Kg. 1 No.5.8 Line tester(Taparia make) 1 No.

1 2 3 4 5 66 LIFTING TACKLE(REPUTED MADE)

2 Tones capacity 4.5 M. lift, spur geared chainpulley block(Tested on 3 Tones) 1 25000 No. 25000

7 RUBBERR MAT FOR ELECTRICAL PURPOSE

12.5mm. Thick electric resistance rubber sheet asper ISS size 1.2 m X 2 M. 1 3000.00 No 3000.00

7.1 Mat make from vulcanized rubber ceurepoundfree fabric insertions and fibrous materials

7.2 Upper surface shall be suitale pattern.7.3 Thick for plain mat shall be not less than 6.5mm.

thich at the root of the pattern .7.4 Size 1.2 M. x 2.0 M. x 20mm.7.5 Colour specified7.6 Voltage Test 15000 voltage for 1 minute and

leakage current net to exceed 160 m/sq.m7.7 Break down strngth shall not at less than 40000

volts8 PAINTING

Painting of Pumping plant with approved anticorrosive and specified colour paint-2 coar 1 2000.00 Job 2000.00

9 Commissioning & testing of Pumping Plant 1 2500.00 Job 2500.0010 INSTALLATION

Installation of Pumping Plant alongwith all necessary fitting including by pass & delivery arrangements, airline and gauges fitting etc. complete in all respect

EARTHING

Supply and burying of 600mmx600mmx6mm G.I. plate vertically for double earthing with its top atlease 3m. Below ground level complete with 40mm. dia. G.I. pipe and funnel for watering and oneearthing load of 25mmx3mm G.I. strip in L.S. 32mm.dia. G.I. pipe upto switch bold 30 sq.cm. C.I. famewith hinged cover masonry and salt at least 200mm. thick all a ground etc. complete in all respectas per ISS and Indian electricity rules . 1 15000.00 Job 15000.00

12 Bleaching Powder solution feeder displacementtype Chlorinator 24 Gallon capacity(IS-10553,Part-5 1987) 1 22000.00 Job 22000.00

TOTAL 498700.00SAY 499000.00

ASSISTANT ENGINEER

Sl.No. Description of works Quantity Rate in Rs. Unit Amount in Rs.1 2 3 4 5 6

1 11/0.433 KV, 25 KVA Sub-Station including transformer, double pole etc. 1 131460.00 No 131460.00

2 11 KV H.T. TransmISion line of ACSR weasel conductor from the nearest existing H.T. line 1 281470.00 KM 281470.00

3- Security Charges 25 1000.00 KVA 25000.00

4- System loading charges 25 200.00 KVA 5000.00

5- Charges of Energy Meters. 1 9000.00 No 9000.00

6- Processing Fees 1 200.00 Job 200.00

TOTAL 39200.00SAY 452000.00

ASSISTANT ENGINEER

Note:- The above rates has been taken as per prevaling rates of power corporation (copy attached)

ESTIMATE FOR TRANSMISION LINE FOR TUBEWELL

DISTRICT : BASTI

WATER SUPPLY SCHEME



Sl.No. Description of works Quantity Rate in Rs. Unit Amount in Rs.1 2 3 4 5 6

1 6 point Wiring point for light with 1.0 sq.mm. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C conduit pipe on surface complete14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle/batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch Fuse unit 1 Job 10000.00 Job 10000.00

TOTAL 10000.00

ASSISTANT ENGINEER


DISTRICT : BASTI

ESTIMATE FOR INTERNAL ELECTRIFICATION OF PUMP HOUSE


WATER SUPPLY SCHEME

UNIT ESTIMATE

Sl. No.

Description of work No. L B H Qtty. Unit Rate Amount

Excavation in foundation in ordinarysoil (loam, clayor sand) including lift up to 1.5m and lead up to50m. Filling, watering and ramming of excavatedearth into the trenches or into the space betweenthe building and the sides of foundation trenchesor into the plinth and disposal of surplus earth upto a distance of 50m. from the centre of thefoundation trenches.Center to center Length ofpump house & chlorinating room= 4.26+2.73+1.53+2.73+4.73+4.73+2.73 = 23.44 1

23.44 - (4*

0.75/2)

0.75 0.90 14.8 m3

for step 1 3 0.75 0.20 0.44 m3

for chamber into PH. 1 3.9 0.20 0.20 0.16 m3

15.41 m3 72.83 1122.37Concrete with 40 mm gauge brick ballast, localsand and cement in proportion (12 : 6 :1) infoundations and floors including supply off allmaterials, labour T and P etc. required for propercompletion of the work.Center to center Length ofpump house & chlorinating room= 4.26+2.73+1.53+2.73+4.73+4.73+2.73 = 23.44 1

23.44 -

(4*0.75/2

)

0.75 0.15 2.47 m3

for step 1 3 0.75 0.08 0.17 m3

for chamber into PH. 1 3.9 0.20 0.08 0.06 m3

2.70 m3 2640.47 7129.27I class brick work in 1:6 cement and local sandmortar in foundation and plinth including supply ofall materials labour, T& p etc. required for propercompletion of the work 1st footing 1 23.4

4-(4*0.69/2

)

0.69 0.15 2.28

m3

2nd footing 1 23.44-

(4*0.575/2)

0.58 0.30 3.84

m3

3rd footing 1 23.44-

(4*0.46/2

)

0.46 0.30 3.11

m3

4th footing 1 23.44-

(4*0.345/2)

0.35 0.45 3.53

m3

UNIT ESTIMATE FOR PUMP HOUSE (3.00*2.50) CUM CHLORINATING

1

2

total

total

3a

Sl. No.


for step 1 3 0.6 0.28 0.49 m3

1 3 0.3 0.15 0.13 m3

13.38 m3 3813.27 51027.65I class brick work in 1:4 cement and local sandmortar in foundation and plinth including supply ofall materials labour, T& p etc. required for propercompletion of the work. for chamber into PH. 1 3.9 0.12 0.53 0.24 m3 3968.26 939.17As in item 3a above but in superstructure including necessary cutting and moulding ofbricks as required and also including honey combbrick work thickness of wall not to be less than 1brick.

1 23.44 -

(4*0.23/2

)

0.23 3.00 15.9

m3

Deduction door 1 1.20 0.23 2.10 0.58 m3

1 0.9 0.23 2.1 0.43 m3

window 4 0.9 0.23 1.5 1.24 m3

varandha 1 2.5 0.23 2.1 1.21 m3

1 1.3 0.23 2.1 0.61 m3

varandha (over slab) 1 2.5 0.23 0.7 0.4 m3

1 1.5 0.23 0.7 0.24 m3

11.15 m3 4108.27 45789.54As in item 3a above but in 1:4 superstructure

including necessary cutting and moulding ofbricks as required and also including honey combbrick work thickness of wall not to be less than 1/2brick wall.(Above verandha slab)

1 2.5 0.12 0.3 0.09 m3

1 1.5 0.12 0.3 0.05 m3

1 3.5 0.12 0.30 0.119 m3

1 2.7 0.12 0.30 0.094 m3

1 2.00 0.12 0.30 0.069 m3

1 1.55 0.12 0.30 0.053 m3

1 2.85 0.12 0.30 0.098 m3

1 1.55 0.12 0.30 0.053 m3

1 1.50 0.12 0.30 0.052 m3

1 2.73 0.12 0.30 0.094 m3

for pillar 2 0.3 0.23 1.25 0.198 m3

0.97 m3 4410.76 4278.4420 mm thick damp proof course with cement andapproved course sand in 1:2 including 5% waterproofing materials of in the proportion as specifiedfor proper complition of the work and includingcuring and shuttering as necessary.

1 23.44-

(4*0.25/2

)

0.25 5.73

m2

Deduction 1 1.20 0.25 0.30 m2

'' 1 0.90 0.25 0.23 m2

total

4total

total

3c

3d

3b

Sl. No.


'' 1 1.3 0.25 0.32 m2

'' 1 2.3 0.25 0.57 m2

4.32 m2 249.83 1079.27R.C.C work with cement, coarse sand and 20mmgauge approved stone ballast in proportion of 1:2:4 in lintels of doors and windows,slab&chhajaexcluding supply of reinforcement and its bending,but including its fixing and binding the same with0.50mm thick binding wire(to be supplied by thecontractor) and including centering and shuttering,supply of all materials, labour, T & P etc. requiredfor proper completion of the work.

SLAB - varandha 1 2.73 1.50 0.10 0.41 m3

PH. 1 3.5 2.96 0.10 1.02 m3

Ch/room 1 3 1.76 0.10 0.52 m3

Deduction M/H Cover 1 0.6 0.6 0.10 0.04 m3

SLAB - varandha 1.91 m3 8920.34 17037.85BEAM/LINTAL - varandha 1 3 0.23 0.2 0.136 m3

1 1.50 0.23 0.20 0.069 m3

door 1 1.60 0.23 0.15 0.055 m3

1 1.30 0.23 0.15 0.045 m3

window 4 1.3 0.23 0.15 0.180 m3

BEAM/LINTAL - varandha 0.485 m3 9192.87 4460.47CHHAJJA - 1 4.9 0.45 0.08 0.167 m3

1 1.7 0.45 0.08 0.058 m3

4 1.3 0.45 0.08 0.18 m3

CHHAJJA 0.400 m3 8920.34 3569.146 Mild steel or iron work in plain work such as

R.C.C. or R.B. work (when not included, in over allrates) ,wrought to required shape as necessaryincluiding bending for proper complition of thework incluiding supply of steel and.wastage. .1% of total volume of RCC.= 1.91+ 0.485+0.40+.072 = 2.90 m3 @ 1% = 0.028 m3

7890 kg/cu

m230 kg. 103.83 23881.45

Cement concrete with 20 mm gauge approvedstone ballast,coarse sand and cement in thepropotion of 4:2:1 including supply of all materialslabour, T & P etc. required for proper completionof the work.for fixing of r.s. joist 2 0.3 0.23 0.45 0.07 m3 7027.74 491.94

8 R.C.C. man hole cover (0.85*0.85*0.10m.) 1 0.9 0.85 0.1 0.072 m3 8920.34 644.49Supply &fixing of angle iron of size 40*40*6mmdoor chaukhat including fixing of holdfast &125mm size heavey duty hinges etc. complete. 1.20*2.10 - 1no. & 0.9*2.10-1no. 42.5 42.50 kg. 107.43 4565.88Supply &fixing of angle iron of size 40*40*6mmwindow chaukhat with grill including fixing ofholdfast & 100 mm size heavey duty hinges etc.complete. 0.9*1.50 - 4no. 180 180 kg. 119.02 21424.03

7

9

10

total

total

total

total

5

Sl. No.


Supply and fixing of 35 mm thick plywood doorshutter Excluding AL drop towerbolt,handle,silencer & stoper etc. complete.All theaccessaries should be heavey duty & approvedmake & quality.

1 1.20 2.10 2.52 m2

1 0.90 2.10 1.89 m2

4.41 m2 1578.11 6959.47Supply and fix 35mm thick sheesham wood fullyPanelled windows shutters including supply andfixing of wooden cleats and stops and fixingadjustments of hinges bolts locks handles springand other fittings

4 0.90 1.50 5.40 m2 3312.57 17887.88Providing and fix ventilators (as square bar grill)over opening including supply of all materials,labour, T&P etc. required for proper completion ofwork.300*300mm 4 12 Kg 119.02 1428.2712 mm thick plaster in 1:6 with cement and localsand mortar over brick work minimum thicknessnot to be less than 10 mm, including supply of allmaterials, labour, T. & P.etc. Required for propercompletion of the work. pillar 2*2(0.345+0.23) 1 2.30 1.70 3.91 m2

parapit wall outside 1 3.46 0.30 1.04 m2

" outside 1 2.96 0.30 0.89 m2

" outside 1 2.00 0.30 0.60 m2

" outside 1 1.53 0.30 0.46 m2

" outside 1 2.96 0.30 0.89 m2

" outside 1 1.76 0.30 0.53 m2

" outside 1 1.50 0.30 0.45 m2

" outside 1 2.73 0.30 0.82 m2

" inside 1 3.2 0.42 1.36 m2

" inside 1 2.7 0.42 1.15 m2

" inside 1 2.00 0.42 0.84 m2

" inside 1 1.53 0.42 0.64 m2

" inside 1 2.73 0.42 1.15 m2

" inside 1 1.53 0.42 0.64 m2

" inside 1 1.50 0.42 0.63 m2

" inside 1 2.7 0.42 1.15 m2

out side of pump house 1 3.46 3.67 12.70 m2

1 2.96 3.67 10.86 m2

1 2.00 3.67 7.34 m2

1 1.53 3.67 5.62 m2

1 2.96 3.67 10.86 m2

1 1.76 3.67 6.46 m2

above verandah 1 1.50 0.90 1.35 m2

1 2.73 0.90 2.46 m2

parapit in side 1 1.38 0.63 0.87 m2

1 2.62 0.63 1.65 m2

' out side 1 1.50 0.50 0.75 m2

total

11

14

12

13

3

Sl. No.


1 2.73 0.50 1.37 m2

pillar (2*.23) 1 0.46 2.10 0.97 m2

below plinth 1 1.50 0.45 0.68 m2

81.05 m2 100.08 8111.4812 mm thick plaster in 1:6 with cement and local

sand mortar over rough face of one brick workminimum thickness not to be less than 10 mm,including supply of all materials, labour, T. & P.etc.Required for proper completion of the work. verandah 1 2.50 2.00 5.00 m2

1 1.50 2.00 3.00 m2

pillar (2*.23) 1 0.46 2.00 0.92 m2

ch.room 2(2.50+1.30) 1 7.60 2.90 22.04 m2

ph. 2(3.00+2.50) 1 11.0 2.90 31.90 m2

deduct:- door opening (-) 1 1.20 2.00 2.40 m2

(-) 1 0.90 2.00 1.80 m2

window (-) 4 0.90 1.50 5.40 m2

53.26 m2 113.41 6040.2214b 20mmthick cement plaster in dado or skirting in

(1:2) consisting of cement and coarse sand laid inpanels finished with 3mm floating coat of neatcement or 1:5 cement and marble dust includingsupply of all materials labour T & P etc requiredfor proper completion of the work.p.h.

2(3.00+2.50)

0.10 1.10 m2

ch.room2

(2.50+1.30)

0.10 0.76 m2

verandah 1 2.7 0.10 0.27 m2

1 1.5 0.1 0.15 m2

pillar 2 0.2 0.1 0.05 m2

step plaster 2 3 0.3 1.77 m2

3 3 0.15 1.33 m2

' side 2 0.6 0.15 0.18 m2

2 0.3 0.15 0.09 m2

deduct:- door opening 1 1.2 0.1 0.12 m2

1 0.9 0.1 0.09 m2

5.49 m2 334.05 1833.93Sand filling in plinth including supply of necessaryquantity of sand from A distance not exceeding 10km. from the site of work and including watering,dressing, etc. Rate to include the cost of allmaterials, labour, T and P etc required for propercompletion of the work.

1 2.9 2.39 0.35 2.41 m3

1 2.4 1.19 0.35 0.99 m3

1 2.4 1.16 0.35 0.96 m3

deduction (-) 1 0.8 0.83 0.35 0.24 m3

4.12 m3 809.27 3334.56

15total

14a

total

total

total

Sl. No.


25mm thick 1:2:4 plain cement concrete floor withcement coarse sand and 20mm gauge stoneballast laid in panels finished with 3mm floatingcoat of neat cement or cement and marble dust inratio 1:5 as specified over and including 75mmthick base concrete consisting of cement localsand and 1st class brick ballast 40mm gauge inthe proportion of 1:4:8 and removing anyoverlapping or mortar at the joints of panels if anyand giving them uniform finish including supply ofall materials labour and T and P etc. required forproper completion of the work.p.h. 1 3.00 2.50 7.50 m2

ch. Room 1 2.50 1.30 3.25 m2

varandah 1 2.50 1.27 3.18 m2

deduction (-) 1 0.8 0.83 0.69 m2

for apron 1 6.8 0.60 4.06 m2

1 3 0.60 1.78 m2

1 2.6 0.60 1.56 m2

1 1.5 0.60 0.92 m2

1 3.6 0.60 2.14 m2

1 1.5 0.60 0.92 m2

1 3.6 0.60 2.13 m2

26.74 m2 456.07 12193.5340 mm thick 1:2:4 plain cement concrete floor with

cement coarse sand and 20mm gauge stone

ballast laid in panels finished with 3 mm floating

coat of neat cement or cement and marble dust in

ratio 1:5 as specified.(without base concrete.)1 1.2 0.23 0.28 m2

1 0.9 0.23 0.21 m2

1 2.5 0.28 0.70 m2

1 1.3 0.28 0.36 m2

1 2.9 0.12 0.33 m2

1.87 m2 342.36 639.36Painting or varnishing new iron work in small areasor new wood work with one coat priming and twocoat of approved paint or varnish including supplyof all materials, Labour and T & P etc required forproper completion of the work.door 2 1.20 2.10 5.04 m2

2 0.90 2.10 3.78 m2

window 4*2 0.90 1.50 10.80 m2

grill 4*0.5 0.90 1.50 2.70 m2

22.32 m2 122.69 2738.4418 White washing three coat including supply of all

materials labour and T and P etc. required forproper completion of the work.same as in side plaster 1 53.26 m2

ceilling 1 3 2.50 7.50 m2

16

total

total

total

17

16a

Sl. No.


1 2.73 1.50 4.10 m2

1 2.50 1.30 3.25 m2

chhajja 1 4.9 0.45 2.22 m2

1 1.7 0.45 0.78 m2

4 1.30 0.45 2.34 m2

73.45 m2 13.66 1003.28Finishing wall with water proof .Cement paint ofapproved make and quality over one priming coaton new work with two coats, to give an evenshade. Including prepration of surface &supply ofall matrials labour T&P etc. required for propercompletion of the work.Quantity Same as no. 14 1 81.1 m2 61.09 4951.34Supply of Rolled steel joists complete. Size225*100mm & Length - 2.90m.

1 1 NO. 4500.00 4500.0021 Fixed in position item no. 20 excluding cost of

joists but including all labour in handling andhoisting etc. complete.Size 225*100mm & Length - 2.90m. 1 NO. 500.00 500.00Supply and fix 100 mm dia. A.C. down pipe

complete with rose heads bands with eye hole and

groutings etc fixed to walls with suitable clamps .(c.i.bend-2,A.C..pipe-5.70, c.i.shoe-2) 1 5.70 5.70 m. 351.06 2001.04

23 Supply &Fixing of oxidized iron fitting for door&window. (Item no. 11+12) 9.81 m2

310.00 3041.10

24 Site clearance and other unforseen item. Job Job L.S. 380025 Anti termit treatment 1 26.74 m2 250 6684.025

275088.92.750

Assistant Engineer

20

SAY(IN LAKH)

22

19total

TOTAL

Sl. Description of work No. L B H Qtty. Unit Rate- AmountExcavation in foundation in ordinarysoil (loam, clay or

sand) including lift up to 1.5m and lead up to 50m.

Filling, watering and ramming of excavated earth into

the trenches or into the space between the building and

the sides of foundation trenches or into the plinth and

disposal of surplus earth up to a distance of 50m. from

the centre of the foundation trenches.1 1.50 1.50 0.30 0.68 m3 72.83 49.16

Concrete with 40 mm gauge brick ballast, local sand

and cement in proportion (12 : 6 :1) in foundations and

floors including supply off all materials, labour T and P

etc. required for proper completion of the work.1 1.50 1.50 0.08 0.17 m3 2640.47 445.58

I class brick work in 1:6 cement and local sand mortarin foundation and plinth including supply of all materialslabour, T& p etc. required for proper completion of thework

2 1.46 0.23 1.15 0.77 m3

2 1.00 0.23 1.15 0.53 m3

1.30 m3 3813.27 4962.3625mm thick 1:2:4 plain cement concrete floor withcement coarse sand and 20mm gauge stone ballastlaid in panels finished with 3mm floating coat of neatcement or cement and marble dust in ratio 1:5 asspecified over and including 75mm thick base concreteconsisting of cement local sand and 1st class brickballast 40mm gauge in the proportion of 1:4:8 andremoving any overlapping or mortar at the joints ofpanels if any and giving them uniform finish includingsupply of all materials labour and T and P etc. requiredfor proper completion of the work.

1 1.00 1.00 1.00 m2 456.07 456.0720mmthick cement plaster in dado or skirting in (1:2)consisting of cement and coarse sand laid in panelsfinished with 3mm floating coat of neat cement or 1:5cement and marble dust including supply of allmaterials labour T & P etc required for propercompletion of the work.

4 1.00 1.15 4.60 m2

2 1.46 0.23 0.67 m2

2 1.00 0.23 0.46 m2

5.73 m2 334.05 1914.6412 mm thick plaster in 1:6 with cement and local sandmortar over brick work minimum thickness not to beless than 10 mm, including supply of all materials,labour, T. & P. etc. Required for proper completion ofthe work.

4 1.46 1.00 5.84 m2 113.41 662.317 Site clearence &other unforceen item. 1 1 Job L.S. 200.00

8690.13Say 8700.00

Assistant Engineer

1

2

3

total

UNIT ESTIMATE FOR BYE PASS CHAMBER

GRAND TOTAL

4

total

5

6

Sl. No.


Excavation in foundation in ordinarysoil (loam, clay or sand)including lift up to 1.5m and lead up to 50m. Filling,watering and ramming of excavated earth into the trenchesor into the space between the building and the sides offoundation trenches or into the plinth and disposal ofsurplus earth up to a distance of 50m. from the centre ofthe foundation trenches.

1 10.00 0.60 0.60 3.60 m3 72.83 262.19Concrete with 40 mm gauge brick ballast, local sand andcement in proportion (12 : 6 :1) in foundations and floorsincluding supply off all materials, labour T and P etc.required for proper completion of the work.

1 10 0.6 0.15 0.90 m3 2640.47 2376.42I class brick work in 1:6 cement and local sand mortar infoundation and plinth including supply of all materialslabour, T& p etc. required for proper completion of the work

1 10.00 0.575 0.15 0.86 m3

1 10.00 0.46 0.15 0.69 m3

1 10.00 0.345 0.15 0.52 m3

1 10.00 0.23 0.30 0.69 m3

2.76 m3 3813.27 10524.6320 mm thick damp proof course with cement andapproved course sand in 1:2 including 5% water proofingmaterials of in the proportion as specified for propercomplition of the work and including curing and shutteringas necessary.

1 10.00 0.23 2.30 m2 249.83 574.61As in item 3 above but in 1:4 superstructure includingnecessary cutting and moulding of bricks as required andalso including honey comb brick work thickness of wall notto be less than 1/2 brick wall.

UNIT ESTIMATE FOR BOUNDRY WALL

3

For 10 M.

1

2

total4

5

Sl. No.


1 10.00 0.115 1.125 1.29 m3

Extra brick work work as pillar 6 0.23 0.115 1.125 0.18 m3

Top 1 10.00 0.23 0.075 0.17 m3

1.64 m3 4410.76 7254.76

12 mm thick plaster in 1:6 with cement and local sandmortar over brick work minimum thickness not to be lessthan 10 mm, including supply of all materials, labour, T. &P. etc. Required for proper completion of the work.

H=(1.2+1.2+0.23+0.115+0.115+0.3+0.3) 1 10.00 3.46 34.6 m2 100.08 3462.77For pillar face 6 0.23 1.13 1.56 m2 100.08 156.06

Finishing wall with waterproof .Cement paint of approvedmake and quality over one priming coat on new work withtwo coats, to give an even shade. Including prepration ofsurface &supply of all matrials labour T&P etc. required forproper completion of the work.

1 10.00 3.26 32.6 m2 61.09 1991.538 Site clearence &other unforceen item. 1 Job 1400.00

28002.972800.00

Assistant Engineer

Rate per meter

6

7

total

total

Sl. No.


Excavation in foundation in ordinarysoil (loam, clay or sand) including lift up to 1.5m and lead up to50m. Filling, watering and ramming of excavatedearth into the trenches or into the space betweenthe building and the sides of foundation trenchesor into the plinth and disposal of surplus earth upto a distance of 50m. from the centre of thefoundation trenches.For pillar 2 0.9 0.9 0.9 1.46 m3

For wall 2 0.15 0.6 0.6 0.11 m3

1.57 m3 72.83 114.05Concrete with 40 mm gauge brick ballast, localsand and cement in proportion (12 : 6 :1) infoundations and floors including supply off allmaterials, labour T and P etc. required for propercompletion of the work.

2 0.9 0.9 0.15 0.24 m3

2 0.12 0.6 0.15 0.02 m3

0.26 m3 2640.47 698.67Mild steel or iron work in plain work such asR.C.C. or R.B. work (when not included, in over allrates) ,wrought to required shape as necessaryincluiding bending for proper complition of thework incluiding supply of steel and wastage. 25mm dia 2 4 2.90 23.20 m

89.55 kg. 8mm dia for strrups 2 17 0.90 30.60 m

12.09 kg.101.64 kg. 103.83 10553.42

3

UNIT ESTIMATE FOR 3.60M.WIDE GATE WITH PILLAR

total

1

weight = 30.60 @ 0.395total (89.55+12.09)

weight = 23.20 @ 3.86

total

2

Sl. No.


R.C.C work with cement, coarse sand and 20mmgauge approved stone ballast in proportion of1:2:4 in lintels of doors and windows,slab&chhajaexcluding supply of reinforcement and itsbending, but including its fixing and binding thesame with 0.50mm thick binding wire(to besupplied by the contractor) and including centeringand shuttering, supply of all materials, labour, T &P etc. required for proper completion of the work.

2 0.90 0.90 0.20 0.32 m3

2 2.25 0.23 0.23 0.24 m3

0.56 m3 8920.34 5013.68I class brick work in 1:4 cement and local sandmortar in foundation and plinth including supplyof all materials labour, T& p etc. required forproper completion of the .work

2 0.46 0.115 0.45 0.05 m3

2 0.23 0.115 0.45 0.02 m3

2 0.12 0.575 0.15 0.02 m3

2 0.34 0.46 0.15 0.05 m3

2 0.34 0.345 0.15 0.04 m3

2 0.34 0.23 0.20 0.03 m3

0.21 m3 3968.26 815.50same as item no. 5 but in S/S in half brick wall 2 0.46 0.115 1.50 0.16 m3

2 0.23 0.115 1.50 0.08 m3

0.24 m3 4410.76 1049.985b same as item no. 5a but in 1:6 in one brick wall 2 0.34 0.23 1.5 0.23 m3

4263.26 1000.16

20 mm thick damp proof course with cement andapproved course sand in 1:2 including 5% waterproofing materials of in the proportion as specifiedfor proper complition of the work and includingcuring and shuttering as necessary.

2 0.34 0.23 0.16 m2 249.83 39.07

total

total

4

5

5a

6

total

Sl. No.


12 mm thick plaster in 1:6 with cement and localsand mortar over brick work minimum thicknessnot to be less than 10 mm, including supply of allmaterials, labour, T. & P.etc. Required for propercompletion of the work.

4 0.34 1.50 2.04 m2

4 1.61 1.90 12.24 m2

top 2 0.46 0.46 0.42 m2

2 0.34 0.23 0.16 m2

14.86 m2 100.08 1486.758 Suuply & fixing of 40 mm dia G.I. pipe into gate

piller.1.30 m long. 2 1.30 2.60 R. M. 210.00 546.00

M.S. work in small sizes and secetion for gateincluding drilling holes, reveting or weldingincluding labour T. P. etc required for propercompleton of work.

size - 3.60*1.20 1 1.60 1.60 Qt. 8389.24 13422.78Supply and fixing of expended metal on iron gateof approved quality including supply of nuts,bolts &ribates, labour, T&P etc. required for propercompletion of work.

1 3.60 1.20 4.32 m2 264.00 1140.4811 Supply and fixing of ground glass pans of

40cm.x28cm. Size. 2 2 each 121.00 242.00

Painting or varnishing new iron work in smallareas or new wood work with one coat primingand one coat of approved paint or varnishincluding supply of all materials, Labour and T & Petc required for proper completion of the work.

0.5 3.60 1.20 2.16 m2 122.69 265.01

7

9

10

total

12

Sl. No.


Finishing wall with waterproof .Cement paint ofapproved make and quality over one priming coaton new work with two coats, to give an evenshade. Including prepration of surface &supply ofall matrials labour T&P etc. required for propercompletion of the work.Same as item no 7 14.86 m2 61.09 907.53

14 site clearance &other unforseen items 1 job each 60037895.0837900.00

Assistant Engineer

sayTotal

13

Sl. No. Description Qty. Unit Rate Amount1- Excavation in foundation in ordinary soil (loam,

clay or sand including lift upto 1.50 m and leadupto 50 M and refilling, watering, ramming ofexcavated eartth into the space between thebuilding and sides of foundation trenches or intothe plinth and disposal of surplus earth uptodistance of 50 M from the center of thefoundation trenches. 17.39 Cum 72.83 1266.51

2- Concrete with 40 mm gauge brick ballast, localsand and cement in proportion of 12:6:1 infoundation and floors including supply of allmaterials, labour, T&P etc. required for propercompletion of the work. 7.76 Cum 2640.47 20490.05

3- First class brick work in 1:6 cement and localsand mortor in foundation and plinth includingsupply of all material, labour, T&P etc. requiredfor proper completion of the work. 13.94 Cum 3813.27 53156.98

4- 25 mm thick damp proof course with cement,approved course sand and 12 mm. stone grit in1:1.5:3 including 5% water proofing materialsof in the proportion as specified for propercomplition of the work and including curing andshuttering as necessary. 14.31 Sqm. 249.83 3575.07

5- (a) First class brick work in 1:6 cement and localsand mortor in super structure including supplyof all material, labour, T&P etc. required forproper completion of the work in superstructure.

22.99 Cum 4108.27 94449.13(b) Same as above but for half brick thick wall in

1:3. 15.96 Cum 4577.09 73050.366- Same as item no. 5 but in 1:4 cement and local

sand mortor in superstructure. 2.40 Cum 4410.76 10585.827- Supply and fixing of hold fast in doors and

windows of size 25 cm x 4 cm x 9 mm flat ironincluding their cutting and moulding andwelding to required shape also including othermaterial such as nails and screws etc. requiredfor proper completion of the work. 24.00 Nos. 80.00 1920.00

8- Supply and Lay complete 4 cm thick insulationlayer of sand and clay over reinforcement brickor cement concrete. 32.85 Sqm. 33.20 1090.62

9- Lime concrete with 25 mm gauge brick ballast,white lime and surkhi in the proportion100:18:36 in roof terracing including supply ofall materials, labour, T&P etc. required forproper completion of the work. 3.30 Cum 2900.54 9571.78

UNIT ESTIMATE OF A SET OF SINGLE ROOM STAFF QUARTER

Sl. No. Description Qty. Unit Rate Amount10- Mild Steel or iron work in plain work such as

RCC or RB work (when not including in overallrates) wrought to required shape as necessary,incuding bending for proper completion of thework and including supply of steel and wastage,labour, T&P etc. required for proper completionof the work.

2.60 Qtl. 10383.24 26996.4211- 25 mm thick 1:2:4 plain cement concrete floor

with cement, coarse sand and 2 cm gauge stoneballast laid in panels, finished with 3 mmfloating coat of neat cement and 7.5 cm thickbase concrete consisting of cement, local sandand first class brick ballast 4 cm gauge inproportion 1:4:8 and removing any overlappingof mortor at the joints of the panels, if any andgiving them uniform finish including supply ofall materials, labour, T&P etc. required forproper completion of the work. 33.00 Sqm. 456.07 15050.31

12- Same as item no. 11 but 25 mm thick 1:2:4plain cement concrete floor without baseconcrete. 2.90 Sqm. 342.36 992.84

13- Supply and fixing of 3 mm thick glass strip of25 mm width in joints at the time of laying floorflush with floor level including all labour, T&Petc. required for proper completion of the work.

70.00 M 25.00 1750.0014- RCC work in 1:1½:3 in sunshade with 20mm

gauge stone ballast laid in cement and coarsesand mortor including supply of reinforcementand its bending including its fixing in positionwith centering, curing, including supply of allmaterials, labour, T&P etc. required for propercompletion of the work. 0.27 Cum 9944.95 2685.14

15- Same as item no. 14 but in lintel. 0.55 Cum 9944.95 5469.7216- Same as item no. 14 but in slabs. 2.35 Cum 9944.95 23370.6317- Cement concrete in door sill, chaukhat and

similar small works with cement coarse sandand 20 mm gauge stone ballast in proportion of1:2:4 excluding supply of reinforcement and itsbending but including fixing and binding wire,moulds and all other materials, labour, T&Petc. required for proper completion of the work.

0.10 Cum 7027.74 702.7718- MS angle iron chaukhat of 40x40 mm size

supply and fixing including simple mouldingstraight work as in chaukhats also supply of allmaterials, labour, T&P etc. required for propercompletion of the work. 3.25 Qtl. 10383.24 33745.53

Sl. No. Description Qty. Unit Rate Amount19- Supply and fixing of 35 mm thick plywood door

shutter including AL drop towerbolt,handle,silencer & stoper etc. complete.Allthe accessaries should be heavey duty &approved make & quality. 8.10 Sqm. 1578.11 12782.69

20- Painting or varnishing of new iron work onecoat of priming and two coat of approved paintor varnish including supply of all materials,labour, T&P etc. required for proper completionof the work. 33.28 Sqm. 122.69 4083.12

21- Supply and fixing of PVC sintex tanks 500Litres including supply of all materials, labour,T&P etc. required for proper completion of thework. 1.00 Nos. 60000.00 60000.00

22- 20 mm thick cement plaster dado in skirting in1:2 cement and coarse sand laid in panelsfinished with 2 mm thick floating coat of neatcement or 1:5 cement and marble dust includingsupply of all materials, labour, T&P etc.required for proper completion of the work. 8.85 Sqm. 334.05 2956.34

23- 12 mm thick plaster with cement and local sandmortor in 1:6 over brick work minimumthickness not to be less than 10mm includingsupply of all materials, labour, T&P etc.required for proper completion of the work. 292.64 Sqm. 100.08 33188.30

24- Extra for plaster over rough face of one brickthick wall. 47.50 Sqm. 113.41 4753.80

25- Same as above item 24 but in proportion of 1:3with cement and local sand mortor over ceiling. 47.50 Sqm. 119.54 5678.15

26- White washing three coats including supply ofall materials, labour, T&P etc. required forproper completion of the work. 129.45 Sqm. 13.66 1768.29

27- Finishing wall with water proofing cement paintof approved make ISI marked and colour threecoat over one coat of white cement priming coatto give an even shade including supply of allmaterials, labour, T&P etc. required for propercompletion of the work. 210.40 Sqm. 61.09 12853.34

28- Supply of galvanized mosquito proof heavyquality iron jali guage 1.50 mm mesh or anyother site over windows including supply ofsheesham wood battens 50x12mm necessaryscrews, all materials, labour, T&P etc. requiredfor proper completion of the work. 2.70 Sqm. 340.00 918.00

29- First class brick floor laid dry joints sand filledand including supply of all materials, labour,T&P etc. required for proper completion of thework. 26.50 Sqm. 698.11 18499.92

Sl. No. Description Qty. Unit Rate Amount30- Supply and fixing of fan hook including supply

of all materials, labour, T&P etc. required forproper completion of the work 2.00 Nos. 100.00 200.00

31- Provide and fixing in position 40 mm thickprecast RCC Jalies of 30 cm x 60 cm sizeincluding supply of all materials, labour, T&Petc. required for proper completion of the work.

2 Nos. 150.00 300.0032- Provision for elecdtrification inside and outside

for the staff quarters. 1 Job 15000.00 15000.0033- Provide for internal water supply and sanitary

works including cost of fixture, pipes etc. andsupply of all materials, labour, T&P etc.required for proper completion of the work andincluding cost of soak pits and connections etc.complete. 1 Job 8000.00 8000.00

34- Site clearance and other unforeseen items. Job L.S. 860.39561762.03

5.62

Assistant Engineer

Total Rs.Or (Rs. in Lacs)

Sl. No. Description of work No. L B H Qtty. Unit Rate Amount

Excavation in foundation in ordinarysoil (loam, clay or sand)

including lift up to 1.5m and lead up to 50m. Filling, watering

and ramming of excavated earth into the trenches or into

the space between the building and the sides of foundation

trenches or into the plinth and disposal of surplus earth up

to a distance of 50m. from the centre of the foundation

trenches.1 1.50 1.50 1.50 3.38 m3 72.83 245.80

Concrete with 40 mm gauge brick ballast, local sand and

cement in proportion (12 : 6 :1) in foundations and floors

including supply off all materials, labour T and P etc.

required for proper completion of the work.1 1.50 1.50 0.10 0.23 m3 2640.47 594.11

I class brick work in 1:6 cement and local sand mortar in

foundation and plinth including supply of all materials

labour, T& p etc. required for proper completion of the .work 2 1.46 0.23 1.40 0.94 m3

2 1.00 0.23 1.40 0.64 m3

1.58 m3 3813.27 6041.13

UNIT ESTIMATE FOR S.V.CHAMBER (MASONERY TYPE)

1

2

total

3


25mm thick 1:2:4 plain cement concrete floor with cementcoarse sand and 20mm gauge stone ballast laid in panelsfinished with 3mm floating coat of neat cement or cementand marble dust in ratio 1:5 as specified over and including75mm thick base concrete consisting of cement local sandand 1st class brick ballast 40mm gauge in the proportion of1:4:8 and removing any overlapping or mortar at the jointsof panels if any and giving them uniform finish includingsupply of all materials labour and T and P etc. required forproper completion of the work.

1 1.00 1.00 1.00 m2 456.07 456.0720mmthick cement plaster in dado or skirting in (1:2)consisting of cement and coarse sand laid in panels finishedwith 3mm floating coat of neat cement or 1:5 cement andmarble dust including supply of all materials labour T & Petc required for proper completion of the work.

4 1.00 1.40 5.60 m2 334.05 1870.68R.C.C work with cement, coarse sand and 20mm gaugeapproved stone ballast in proportion of 1:2:4 in lintels ofdoors and windows,slab&chhaja excluding supply ofreinforcement and its bending, but including its fixing andbinding the same with 0.50mm thick binding wire(to besupplied by the contractor) and including centering andshuttering, supply of all materials, labour, T & P etc.required for proper completion of the work.

1 1.46 1.46 0.15 0.32 m3

Deduct for man hole cover (-) 1 22/7 0.3*0.3 0.15 0.04 m3

0.28 m3 8920.34 2495.38

5

6

4

total


Mild steel or iron work in plain work such as R.C.C. or R.B.work (when not included, in over all rates) ,wrought torequired shape as necessary incluiding bending for propercomplition of the work incluiding supply of steel andwastage.

4 4 1.40 22.40 m4 3 0.65 7.80 m

30.20 m18.72 kg. 103.83 1944.16

8 Supply and fixing 600mm f heaveyduty man hole cover. 1 1 1 no. 7000.00 7000.009 site clearance &other unforseen items 1 1 job 600

21247.33Say 21200.00

Assistant Engineer

total

7

totalweight = 30.20 @ 0.62/m.


Excavation in foundation in ordinarysoil (loam, clay or sand)including lift up to 1.5m and lead up to 50m. Filling, wateringand ramming of excavated earth into the trenches or into thespace between the building and the sides of foundationtrenches or into the plinth and disposal of surplus earth up toa distance of 50m. from the centre of the foundation trenches.

1 0.55 0.55 0.23 0.07 m3 72.83 5.07Concrete with 40 mm gauge brick ballast, local sand andcement in proportion (8 : 4 :1) in foundations and floorsincluding supply off all materials, labour T and P etc. requiredfor proper completion of the work.

1 0.55 0.55 0.08 0.02 m3 3092.37 74.84Cement concrete with 20 mm gauge approved stoneballast,coarse sand and cement in the propotion of 4:2:1including supply of all materials labour, T & P etc. required forproper completion of the work.

1 0.55 0.55 0.15 0.05 m3 7027.74 318.88Supply and fixing of C.I. Surface box 150*150 mm.

1 1 1 no. 1000.00 1000.005 Site clearance and other unforseen item. 1 1 Job 310.00

1708.79Say 1700.00

Assistant Engineer

UNIT ESTIMATE FOR SLUICE VALVE CHAMBER SURFACE BOX TYPE

Total

1

2

3

4

Sl. No.


Excavation in foundation in ordinarysoil (loam, clay or sand)including lift up to 1.5m and lead up to 50m. Filling, wateringand ramming of excavated earth into the trenches or into thespace between the building and the sides of foundationtrenches or into the plinth and disposal of surplus earth up toa distance of 50m. from the centre of the foundation trenches.


1 1.30 0.95 0.075 0.092625 m3 3092.37 286.43I class brick work in 1:6 cement and local sand mortar in


labour, T& p etc. required for proper completion of the .work 2 1.21 0.23 1.00 0.5566 m3

2 0.45 0.23 1.00 0.207 m3

0.7636 m3 3813.27 2911.814 25mm thick 1:2:4 plain cement concrete floor with cement

coarse sand and 20mm gauge stone ballast laid in panelsfinished with 3mm floating coat of neat cement or cement andmarble dust in ratio 1:5 as specified.(without base concrete.)

1 0.75 0.45 0.3375 m2 342.36 115.5520mmthick cement plaster in dado or skirting in (1:2)consisting of cement and coarse sand laid in panels finishedwith 3mm floating coat of neat cement or 1:5 cement andmarble dust including supply of all materials labour T & P etcrequired for proper completion of the work.

2 0.75 1.00 1.5 m2

2 0.45 1.00 0.9 m2

UNIT ESTIMATE FOR FIRE HYDRENT CHAMBER - 750MM X 450 MM X 1000 MM SIZE

Total

1

2

3

5

Sl. No.


2.40 m2 334.05 801.726 Supply fixing of 450 mm dia purforated man hole cover with

locking arrengment. 1 1 No 7500.00 7500.00R.C.C work with cement, coarse sand and 20mm gaugeapproved stone ballast in proportion of 1:2:4 in lintels of doorsand windows,slab&chhaja excluding supply of reinforcementand its bending, but including its fixing and binding the samewith 0.50mm thick binding wire(to be supplied by thecontractor) and including centering and shuttering, supply ofall materials, labour, T & P etc. required for proper completionof the work.

1 1.21 0.91 0.15 0.165165 m3 8920.34 1473.338 Mild steel or iron work in plain work such as R.C.C. or R.B.

work (when not included, in over all rates) ,wrought torequired shape as necessary incluiding bending for propercomplition of the work incluiding supply of steel and wastage.12 mm,dia 6 1.15 6.9 m

4 0.85 3.4 m4 0.35 1.4 m4 0.2 0.8 m

12.5 m7.75 kg. 103.83 804.70

9 Site clearance and other unforseen item. 1 Job Job each 250.0014242.48

Say 14200.00

Assistant Engineer

Total

7

Total

weight = 12.50 @ 0.62 kg/m

Sl. No.


Excavation in foundation in ordinarysoil (loam, clay or sand)including lift up to 1.5m and lead up to 50m. Filling, wateringand ramming of excavated earth into the trenches or into thespace between the building and the sides of foundationtrenches or into the plinth and disposal of surplus earth up to a distance of 50m. from the centre of the foundation trenches.


1 0.95 0.95 0.075 0.068 m3 3092.37 210.28I class brick work in 1:6 cement and local sand mortar in


labour, T& p etc. required for proper completion of the .work 2 0.81 0.23 0.5 0.1862 0.35 0.23 0.5 0.081

0.267 m3 3813.27 1018.1420 mm thick cement plaster in dado or skirting in (1:2)consisting of cement and coarse sand laid in panels finishedwith 3mm floating coat of neat cement or 1:5 cement andmarble dust including supply of all materials labour T & P etcrequired for proper completion of the work.

4 0.35 0.5 0.7 m2 334.05 233.845 Supply fixing of 350 mm dia purforated man hole cover with

locking arrengment. 1 1 No 7000.00 7000.00

UNIT ESTIMATE FOR AIR VALVE CHAMBER - 350MM X 350 MM X 500 MM SIZE

Total

1

2

3

4

Sl. No.


Cement concrete with 20 mm gauge approved stoneballast,coarse sand and cement in the propotion of 4:2:1 forgrouting man hole cover including supply of all materialslabour, T & P etc. required for proper completion of thework.For grouting

1 0.81 0.81 0.1 0.061 m3 7027.74 428.6940 mm thick 1:2:4 plain cement concrete floor with cementcoarse sand and 20mm gauge stone ballast laid in panelsfinished with 3mm floating coat of neat cement or cement andmarble dust in ratio 1:5 as specified.(without base concrete.)

1 0.35 0.35 0.123 m2 342.36 41.947 Site clearance and other unforseen item. Job Job 225

9200.86Say 9200.00

Assistant Engineer

Total

6

Sl. No.


1 Excavation for pipe line work in ordinarysoil (loam,clayor sand ) for pipe linetrenches including lift upto 1.50m andlead upto 50 m and refilling, watering,ramming of excavated earth in totrenches and disposal of surplus earthupto 50 m from centre of the trenches. 1 1.5 1.5 1.5 3.4 Cum 90.18 304.81

2 Making connection with Existing PVCmains 63mm to 110 mm dia includinglabour T&P etc complete. 1 1 Conn. 422.18 422.18

5 Excavation for pipe line work in ordinarysoil (loam,clayor sand ) for pipe linetrenches including lift upto 1.50m andlead upto 50 m and refilling, watering,ramming of excavated earth in totrenches and disposal of surplus earthupto 50 m from centre of the trenches. 1 9 0.6 0.6 3.2 Cum 90.18 292.18

6 Carting ,laying and jointing of the 20 mm(OD) MPDE pipe in inside house

including cost of all jointing material,

labour and T&P testing etc. complete. 1 9 9 RM 16.50 148.507 Supply of I.S.I. Mark 20mm (OD) dia

MDPE pipe 1 10 10 RM 32.20 322.008 Supply of I.S.I. Mark 15 mm dia MDPE

pipe Specials 80.509 Supply of I.S.I. Mark Ferrul 8 mm dia

1 1 No. 100.00 100.0011 Supply of M.S.Saddle 65mm to 110 mm

1 1 No. 200.00 200.0013 Supply of I.S.I. Mark bib cock 1 1 No. 100.00 100.0014 Other unforseen items LS 30.00

Total 2000.17Say 2000.00

UNIT ESTIMATE FOR MAKING CONNECTION 20 MM (OD) DIA MDPE PIPE WITH EXISTING

25% of above

Job

Assistant Engineer

SCHEDULE OF RATES

DISTRICT:- BASTI

CODE DESCRIPTION RATE in Rs. UNIT1 2 3 4

(A) FOR BUILDING WORKS:1001 EXCAVATION 0-1.5M. DEEP IN ORDINARY SOIL. 72.83 CUM.1002 EXCAVATION 0-1.5M. DEEP IN SOIL MIXED WITH MOORUM, SHINGLE,

KANKAR. 85.26 CUM.1003 BANKING WITH EXCAVATED EARTH. 27.22 CUM1004 SAND FILLING IN PLINTH. 809.27 CUM1005 FILLING, DRESSING AND RAMMING EARTH OR SAND OR BAJRI OR BALLAST

OR KANKAR OR SHINGLE. 49.09 CUM1006 EXTRA OVER ITEMS 1001 TO 1005 FOR ADDITIONAL LEAD & LIFT. 12.37 CUM1007 CONC. 40 MM BRICK BALLAST, WHITE LIME & SAND MORTAR (1:2) IN

FOUNDATIONS AND FLOORS. 2267.48 CUM1008 CONC. 40 MM BRICK BALLAST, WHITE LIME & SURKHI IN FOUNDATIONS AND

FLOORS(100:16:32). 2320.19 CUM1009 CONC. 40 MM BRICK BALLAST, LOCAL SAND AND CEMENT (12:6:1) IN

FOUNDATIONS AND FLOORS. 2640.47 CUM1010 SAME AS ITEM 1009 BUT FOR 10:5:1. 2820.67 CUM1011 SAME AS ITEM 1009 BUT FOR 8:4:1. 3092.37 CUM1012 CONC.40 MM BRICK BALLAST, WHITE LIME AND SAND MORTAR (1:2) IN

HAUNCH FILLING. 2570.59 CUM1013 CONC.40 MM BRICK BALLAST & KANKAR LIME IN ROOF TERRACING. 5741.06 CUM1014 CONC. 25 MM BRICK BALLAST, WHITE LIME AND SURKHI (100:18:36) IN ROOF

TERRACING. 2900.54 CUM1015 C.C. 40 MM STONE BALLAST, COARSE SAND AND CEMENT 4:2:1. 6417.01 CUM

1015.10 C.C. 20 MM STONE BALLAST, COARSE SAND AND CEMENT 4:2:1. 7027.74 CUM1016 SAME AS ITEM 1015 BUT FOR 6:3:1. 5682.40 CUM1017 SAME AS ITEM 1015 BUT FOR 8:4:1. 5392.49 CUM1018 R.C.C. DOOR SILLS, CHAUKHATS ETC. WITH CEMENT, COARSE SAND AND 20

MM STONE BALLAST 1:2:4. 8050.72 CUM1019 R.C.C. WITH CEMENT, COARSE SAND AND 20 MM STONE BALLAST 1:2:4 IN

LINTELS OF DOORS AND WINDOWS. 8125.45 CUM1020 SAME AS ITEM 1019 BUT FOR SLABS. 8920.34 CUM1021 SAME AS ITEM 1019 BUT IN LIGHTER BEAMS. 9192.87 CUM1022 SAME AS ITEM 1019 BUT IN HEAVIER BEAMS. 10471.29 CUM1023 R.C.C. WITH CEMENT, COARSE SAND AND 40 MM STONE BALLAST 1:2:4 IN

RAFT FOUNDATIONS & FOOTING. 7121.49 CUM1024 R.C.C. WITH CEMENT, COARSE SAND AND 20 MM STONE BALLAST 1:2:4 IN T

BEAMS, SLABS, COLUMNS. 9689.59 CUM1025 SAME AS ITEM 1024 BUT IN R.C.C. COLUMN 1:1.5:3. 10485.65 CUM

1025A SAME AS ITEM 1024 BUT IN R.C.C. SLABS 1:1.5:3. 9944.95 CUM1025B SAME AS ITEM 1024 BUT IN R.C.C. LIGHTER BEAMS 1:1.5:3. 10248.79 CUM1026 SAME AS ITEMS 1018 TO 1024 BUT WITH SHINGLES (DEDUCT FROM ITEMS

1018 TO 1024). -796.86 CUM1027 1ST CLASS BRICK-WORK IN KANKAR-LIME IN FOUNDATION & PLINTH. 6070.11 CUM1028 1ST CLASS BRICK-WORK IN WHITE-LIME & SURKHI 1:2, IN FOUNDATION &

PLINTH. 3834.97 CUM1029 1ST CLASS BRICK-WORK IN 1:6 CEMENT & LOCAL-SAND MORTAR IN

FOUNDATION & PLINTH. 3813.27 CUM1030 SAME AS ITEM 1029 BUT IN 1:5 CEMENT & LOCAL-SAND MORTAR. 3857.32 CUM

SCHEDULE OF RATES FOR YEAR 2012-13 (FOR PROJECT PREPARATION ONLY)

1031 SAME AS ITEM 1029 BUT IN 1:4 CEMENT & LOCAL-SAND MORTAR. 3968.26 CUM1032 SAME AS ITEM 1029 BUT IN 1:3 CEMENT & LOCAL-SAND MORTAR. 4134.59 CUM1033 SAME AS ITEM 1029 BUT IN 1:3 CEMENT & COARSE-SAND MORTAR. 4482.30 CUM1034 1ST CLASS BRICK-WORK IN MUD-MORTAR IN FOUNDATION & PLINTH. 3164.59 CUM1035 SAME AS ITEMS 1027 TO 1034 BUT IN SUPERSTRUCTURE 1.5 BRICK THICK

WALL (EXTRA ON ITEMS 1027 TO 1034). 147.50 CUM1036 SAME AS ITEMS 1027 TO 1034 BUT FOR ONE-BRICK THICK WALL (EXTRA ON

ITEM 1035). 147.50 CUM1037 SAME AS ITEMS 1027 TO 1034 BUT FOR HALF-BRICK THICK WALL (EXTRA ON

ITEM 1036). 147.50 CUM1038 FOR II CLASS BRICK-WORK (DEDUCT FROM ITEMS 1027 TO 1036). 110.00 CUM1039 FOR III CLASS BRICK-WORK (DEDUCT FROM ITEMS 1034 TO 1036). 220.00 CUM1040 SUNDRIED BRICK-WORK IN MUD-MORTAR IN FOUNDATION & PLINTH. 2769.57 CUM1041 1ST CLASS BRICK-WORK IN ARCHES (EXTRA ON ITEMS 1027 TO 1036). 351.79 CUM1042 SAME AS ITEM 1041 BUT IN JACK-ARCHES (EXTRA ON ITEMS 1027 TO 1033).

384.88 CUM1043 SAME AS ITEM 1041 BUT IN WELL-STEINING WITH ORDINARY BRICKS (EXTRA

ON ITEMS 1027 TO 1033). 460.21 CUM1044 SAME AS ITEM 1043 BUT WITH SPECIALLY MOULDED BRICKS (EXTRA ON

ITEM 1043). 716.10 CUM1045 11.5 CM STRING OR DRIP-COURSE OF 1ST CLASS-BRICK IN KANKAR-LIME.

361.06 RM1046 SAME AS ITEM 1045 BUT IN 1:6 CEMENT & LOCAL SAND. 192.70 RM1047 SAME AS ITEM 1045 BUT IN 23 CM CORNICE IN KANKAR-LIME WITH LIME-

PLASTER. 282.90 RM1048 SAME AS ITEM 1047 BUT IN 1:6 CEMENT & LOCAL-SAND WITH PLASTERING

1:6. 164.01 RM1049 EXTRA FOR CUTTING OF BRICK FOR MOULDING. 50.15 RM1050 MAKING OPENING THROUGH WALLS IN LIME OR CEMENT MORTAR. 1000.11 CUM1051 R.B. WORK IN SUN-SHADE WITH 1ST CLASS BRICK, CEMENT & COARSE-

SAND MORTAR 1:3. 5984.64 CUM1052 SAME AS ITEM 1051 BUT IN LINTELS. 5556.09 CUM1053 ENCASING ROLLED STEEL SECTIONS IN 1:3 BRICK WORK IN CEMENT &

COARSE-SAND. 915.24 RM1054 20 MM THICK D.P.C. WITH CEMENT & COARSE-SAND 1:2. 249.83 SQM1055 SAME AS ITEM 1054 BUT 25 MM THICK C.C. WITH CEMENT, COARSE-SAND &

12 MM STONE GRIT 1:1.5:3. 299.25 SQM1056 SUPPLY & FIX FINE-DRESSED STONE IN DOOR-SILLS WITH CEMENT & LOCAL-

SAND 1:6. 18072.00 CUM1057 SUPPLY & FIX 40 MM THICK STONE-SLAB IN STEPS & SHELVES WITH

CEMENT & LOCAL-SAND 1:6. 647.59 SQM1058 SUPPLY & FIX 40 MM THICK STONE CHAJJAS WITH CEMENT & LOCAL-SAND

1:6. 647.59 SQM1059 SUPPLY & FIX UPTO 40 MM THICK STONE SUN-SHADE OVER DOORS &

WINDOWS WITH CEMENT & LOCAL-SAND 1:6. 528.39 SQM1060 SUPPLY & FIX 50 MM TO 60 MM THICK STONE WITH CEMENT & COARSE-

SAND 1:3. 2734.72 SQM1061 C.P. TEAK-WOOD WROUGHT, FRAMED & FIXED IN CHAUKHATS. 81801.00 CUM1062 SAME AS ITEM 1061 BUT WITH SHEESHAM-WOOD. 76914.60 CUM1063 SAME AS ITEM 1061 BUT WITH INDIAN-SAL-WOOD. 81801.00 CUM1064 SAME AS ITEM 1061 BUT WITH DEODAR-WOOD. 79357.80 CUM1065 SAME AS ITEM 1061 BUT WITH KAIL-WOOD. 79357.80 CUM1066 SAME AS ITEM 1061 BUT WITH COUNTRY-WOOD. 61033.60 CUM1067 SAME AS ITEM 1061 TO 1066 BUT FOR CURVED WORK (EXTRA ON ITEMS

1061 TO 1066). 25%

1068 WOOD-WORK WROUGHT, FRAMED & FIX IN ROOF-TRUSSES PURLINS,CEILINGS, JOINTS (DEDUCT FROM ITEMS 1061 TO 1066). 103.73 CUM

1068.10 SUPPLY & FIX 35 MM THICK C.P. PLY WOOD DOOR & WINDOW SHUTTERS EXCLUDING AL DROP TOWER BOLT, HANDLE & SILENCER etc. 1578.11 CUM

1069 SUPPLY & FIX 40 MM THICK C.P. TEAK WOOD PART PANNELLED & PARTGLAZED IN DOOR & WINDOW SHUTTERS. 3003.08 SQM

1070 ADDITIONAL COST FOR FIXING GLASS-PANES WITH C.P. TEAK-WOOD. 382.68 SQM1071 SAME AS ITEM 1069 BUT FOR C.P. TEAK WOOD FULLY PANELLED (40 MM

THICK). 3807.35 SQM1072 SAME AS ITEM 1069 BUT FOR C.P. TEAK WOOD FULLY GLAZED (40 MM

THICK). 2545.00 SQM1073 SAME AS ITEM 1069 BUT FOR C.P. TEAK WOOD 35 MM THICK. 2687.33 SQM1074 SAME AS ITEM 1071 BUT FOR C.P. TEAK WOOD 35 MM THICK. 3491.97 SQM1075 SAME AS ITEM 1072 BUT FOR C.P. TEAK WOOD 35 MM THICK. 2363.03 SQM1076 SAME AS ITEM 1069 BUT FOR C.P. TEAK WOOD 25 MM THICK. 2182.55 SQM1077 SAME AS ITEM 1071 BUT FOR C.P. TEAK WOOD 25 MM THICK. 2640.01 SQM1078 SAME AS ITEM 1072 BUT FOR C.P. TEAK WOOD 25 MM THICK. 1953.47 SQM1079 SAME AS ITEM 1069 BUT FOR SHEESHAM WOOD 40 MM THICK. 2863.86 SQM1080 SAME AS ITEM 1071 BUT FOR SHEESHAM WOOD 40 MM THICK. 3608.01 SQM1081 SAME AS ITEM 1072 BUT FOR SHEESHAM WOOD 40 MM THICK. 2445.83 SQM1082 SAME AS ITEM 1079 BUT FOR SHEESHAM WOOD 35 MM THICK. 2568.60 SQM1083 SAME AS ITEM 1080 BUT FOR SHEESHAM WOOD 35 MM THICK. 3312.57 SQM1084 SAME AS ITEM 1081 BUT FOR SHEESHAM WOOD 35 MM THICK. 2275.33 SQM1085 SAME AS ITEM 1069 BUT FOR SAL WOOL 40 MM THICK. 3010.25 SQM1086 SAME AS ITEM 1071 BUT FOR SAL WOOD 40 MM THICK. 3816.83 SQM1087 SAME AS ITEM 1072 BUT FOR SAL WOOD 40 MM THICK. 2552.82 SQM1088 SAME AS ITEM 1085 BUT FOR SAL WOOD 35 MM THICK. 2694.27 SQM1089 SAME AS ITEM 1076 BUT FOR SAL WOOD 35 MM THICK. 3501.01 SQM1090 SAME AS ITEM 1087 BUT FOR SAL WOOD 35 MM THICK. 2370.29 SQM1091 SAME AS ITEM 1069 BUT FOR DEODAR WOOD 40 MM THICK. 2934.10 SQM1092 SAME AS ITEM 1071 BUT FOR DEODAR WOOD 40 MM THICK. 3708.49 SQM1093 SAME AS ITEM 1072 BUT FOR DEODAR WOOD 40 MM THICK. 2496.20 SQM1094 SAME AS ITEM 1091 BUT FOR DEODAR WOOD 35 MM THICK. 2628.53 SQM1095 SAME AS ITEM 1092 BUT FOR DEODAR WOOD 35 MM THICK. 3403.02 SQM1096 SAME AS ITEM 1093 BUT FOR DEODAR WOOD 35 MM THICK. 2317.15 SQM1097 SAME AS ITEM 1091 BUT FOR DEODAR WOOD 25 MM THICK. 2139.59 SQM1098 SAME AS ITEM 1092 BUT FOR DEODAR WOOD 25 MM THICK. 2578.34 SQM1099 SAME AS ITEM 1093 BUT FOR DEODAR WOOD 25 MM THICK. 1921.05 SQM1100 SAME AS ITEM 1069 BUT FOR CHIR WOOD 40 MM THICK. 2869.55 SQM1101 SAME AS ITEM 1071 BUT FOR CHIR WOOD 40 MM THICK. 3615.90 SQM1102 SAME AS ITEM 1072 BUT FOR CHIR WOOD 40 MM THICK. 2451.40 SQM1103 SAME AS ITEM 1100 BUT FOR CHIR WOOD 35 MM THICK. 2573.45 SQM1104 SAME AS ITEM 1101 BUT FOR CHIR WOOD 35 MM THICK. 3320.15 SQM1105 SAME AS ITEM 1102 BUT FOR CHIR WOOD 35 MM THICK. 2271.28 SQM1106 SAME AS ITEM 1100 BUT FOR CHIR WOOD 25 MM THICK. 2099.86 SQM1107 SAME AS ITEM 1101 BUT FOR CHIR WOOD 25 MM THICK. 2521.76 SQM1108 SAME AS ITEM 1102 BUT FOR CHIR WOOD 25 MM THICK. 1888.25 SQM1109 SAME AS ITEM 1069 BUT FOR KAIL WOOD 40 MM THICK. 3003.08 SQM1110 SAME AS ITEM 1071 BUT FOR KAIL WOOD 40 MM THICK. 3715.13 SQM1111 SAME AS ITEM 1072 BUT FOR KAIL WOOD 40 MM THICK. 2501.15 SQM1112 SAME AS ITEM 1109 BUT FOR KAIL WOOD 35 MM THICK. 2632.97 SQM1113 SAME AS ITEM 1110 BUT FOR KAIL WOOD 35 MM THICK. 3409.44 SQM1114 SAME AS ITEM 1111 BUT FOR KAIL WOOD 35 MM THICK. 2324.51 SQM1115 SAME AS ITEM 1109 BUT FOR KAIL WOOD 25 MM THICK. 2143.40 SQM1116 SAME AS ITEM 1110 BUT FOR KAIL WOOD 25 MM THICK. 2585.76 SQM

1117 SAME AS ITEM 1111 BUT FOR KAIL WOOD 25 MM THICK. 1926.95 SQM1118 SUPPLY OF 1 MM THICK SHEET IRON PANNELLED DOOR & WINDOW

SHUTTERS IN 40 MM THICK SALWOOD FRAME. 2895.15 SQM1119 SUPPLY & FIXING OF 40 MM THICK C.P. TEAK WOOD DOOR & WINDOW

SHUTTERS. 2666.91 SQM1120 SAME AS ITEM 1119 BUT IN SHEESHAM WOOD 40 MM THICK. 2538.69 SQM1121 SAME AS ITEM 1119 BUT IN SAL WOOD 40 MM THICK. 2666.91 SQM1122 SAME AS ITEM 1119 BUT IN DEODAR WOOD 40 MM THICK. 2602.80 SQM1123 SAME AS ITEM 1119 BUT IN CHIR WOOD 40 MM THICK. 2538.69 SQM1124 SAME AS ITEM 1119 BUT IN KAIL WOOD 40 MM THICK. 2602.80 SQM1125 SUPPLY OF GALVANIZED IRON WIRE OVER WINDOWS AND C.P. TEAK WOOD

BATTENS 50 MM X 12 MM. 694.53 SQM1126 SAME AS ITEM 1125 BUT WITH SHEESHAM WOOD BATTENS 50 MM X 12 MM.

688.30 SQM1127 SAME AS ITEM 1125 BUT WITH DEODAR WOOD BATTENS 50 MM X 12 MM. 693.03 SQM1128 SAME AS ITEM 1125 BUT WITH SAL WOOD BATTENS 50 MM X 12 MM. 707.94 SQM1129 SAME AS ITEM 1069 BUT BRACED & BATTENED 40 MM THICK SHEESHAM

WOOD DOORS & WINDOWS. 5082.41 SQM1130 SAME AS ITEM 1129 BUT IN SAL WOOD 40 MM THICK. 5408.27 SQM1131 SAME AS ITEM 1129 BUT IN COUNTRY WOOD 40 MM THICK. 4073.58 SQM1132 SAME AS ITEM 1129 BUT IN DEODAR WOOD 40 MM THICK. 5237.61 SQM1133 SAME AS ITEM 1129 BUT IN KAIL WOOD 40 MM THICK. 5237.61 SQM1134 SAME AS ITEM 1129 BUT IN CHIR WOOD 40 MM THICK. 5082.41 SQM1135 SUPPLY OF 40MM THICK C.P. TEAK WOOD DOOR & WINDOW SHUTTERS

WITH 9MM THICK PLYWOOD OR PRESSED WOOD PANELS AND FIXING C.P.TEAK WOOD CLEATS, STOPS, HINGES, LOCK, BOLTS, HANDLERS, SPRINGS &OTHER FITTINGS (EXCLUDING SUPPLY OF FITTINGS). 2790.00 SQM

1136 SAME AS ITEM 1135 BUT IN DEODAR WOOD 40 MM THICK. 2731.37 SQM1137 SAME AS ITEM 1135 BUT IN SHEESHAM WOOD 40 MM THICK. 2669.56 SQM1138 SAME AS ITEM 1135 BUT IN SAL WOOD 40 MM THICK. 2807.38 SQM1139 SAME AS ITEM 1135 BUT IN KAIL WOOD 40 MM THICK. 2742.96 SQM1140 SAME AS ITEM 1135 BUT IN CHIR WOOD 40 MM THICK. 2682.97 SQM1141 SAME AS ITEM 1135 BUT IN COUNTRY WOOD 40 MM THICK. 2273.97 SQM1142 APPROXIMATE COST OF IRON-FITTINGS FOR DOORS & WINDOWS. LS1143 APPROXIMATE COST OF OXIDIZED IRON-FITTINGS FOR DOORS & WINDOWS.

LS1144 APPROXIMATE COST OF BRASS-FITTINGS FOR DOORS & WINDOWS. LS1145 APPROXIMATE COST OF OXIDISED BRASS-FITTINGS FOR DOORS &

WINDOWS. LS1146 ROLLED STEEL JOISTS LIGHT SECTION 0.0 - 7.5M HIGH. 590.56 QTL1147 ROLLED STEEL JOISTS HEAVY SECTION 0.0 - 7.5M HIGH. 1142.04 QTL1148 EXTRA ON ITEMS 1146 & 1147 FOR MORE THAN 7.5M HEIGHT. 352.02 QTL1149 MILD STEEL OR IRON WORK OF SMALL SIZE & SECTIONS. 10383.24 QTL1150 MILD STEEL OR IRON WORK IN HEAVY SIZES. 11081.38 QTL1151 MILD STEEL OR IRON IN PLAIN WORK. 8389.24 QTL1152 CUTTING ROLLED STEEL JOISTS UPTO 225MM X 100MM. 119.45 CUT1153 CUTTING ROLLED STEEL JOISTS ABOVE 225MM X 100MM. 238.89 CUT1154 CUTTING OF PLATES & ANGLES UPTO 20MM THICK. 52.25 SQM1155 CUTTING ROUNDS UPTO 15MM DIA. 2.98 CUT1156 BORING HOLES IN MILD STEEL OR IRON UPTO 10MM DIA. & UPTO 6 MM

THICK PLATE. 16.05 HOLE1157 SAME AS ITEM 1156 BUT HOLES 10 - 20MM DIA. & 6.0 - 13.0 MM THICK PLATE.

25.64 HOLE1158 PROVIDE & FIX 100MM DIA. C.I. DOWN PIPE. 470.14 RM1159 FIX BARBED IRON WIRE FENCING TO POSTS. 31.38 RM

1160 SUPPLY & FIX SINGLE ALLAHABAD TILES FOR ROOF WORK. 553.72 SQM1161 SAME AS ITEM 1160 BUT FOR DOUBLE ALLAHABAD TILES ROOF. 885.96 SQM1162 SUPPLY & FIX LARGE COUNTRY TILES ROOFING ON BAMBOO FRAMES. 1050.50 SQM1163 SAME AS ITEM 1162 BUT SMALL SIZE COUNTRY TILES. 1261.70 SQM1164 LAYING OF R.B. SLAB WITH 1ST CLASS BRICKS LAID IN CEMENT MORTAR

WITH APPROVED COARSE SAND (1:3). 7163.76 CUM1165 SUPPLY & FIX GALVANISED CORRUGATED IRON ROOFING 0.63MM THICK. 916.41 SQM1166 SUPPLY & FIX 0.63MM THICK RIDGES, VALLEY & GUTTERS FOR G.C. IRON

ROOFING. 1036.95 SQM1167 SUPPLY & LAY 40MM THICK INSULATION LAYER OF SAND & CLAY OVER

ROOF. 33.20 SQM1168 SUPPLY & LAY 25MM THICK DEODAR WOOD PLANK CEILING. 2566.48 SQM1169 SAME AS ITEM 1168 BUT FOR C.P. TEAK WOOD. 2649.66 SQM1170 SAME AS ITEM 1168 BUT FOR KAIL WOOD. 2571.08 SQM1171 SUPPLY & FIX 6MM THICK A.C. PLANE SHEETS CEILING WITH 25MM X 40MM

DEODAR WOOD BEADINGS. 538.91 SQM1172 SAME AS ITEM 1171 BUT WITH C.P. TEAK WOOD BEADING. 543.33 SQM1173 SAME AS ITEM 1171 BUT OF MASONITE OR CELOTAX WITH DEODAR

BEADING. 1113.16 SQM1174 SAME AS ITEM 1173 BUT WITH C.P. TEAK WOOD BEADING. 1117.58 SQM1175 STRUCK POINTING WITH KANKAR LIME ON BRICK-WORK. 132.29 SQM1176 SAME AS ITEM 1175 BUT FOR FLUSH POINTING. 107.77 SQM1177 RUBBING WITH KANKAR LIME OR WITH WHITE LIME & SURKHI ON BRICK-

WORK. 118.99 SQM1178 SAME AS ITEM 1175 BUT WITH CEMENT & LOCAL SAND (1:2) MORTAR. 111.40 SQM1179 SAME AS ITEM 1178 BUT FLUSH POINTING (DEDUCT FROM ITEM 1178). 13.79 SQM1180 SAME AS ITEM 1178 & 1179 BUT IN FLOORS (DEDUCT FROM ITEMS 1178 &

1179). 17.22 SQM1181 RAISED POINTING WITH CEMENT & LOCAL SAND MORTAR (1:2) ON BRICK

WORK. 131.13 SQM1182 STRUCK CEMENT POINTING IN CEMENT MORTAR (1:2) WITH COLOURING

MATERIALS. 119.03 SQM1183 12MM THICK PLASTER WITH KANKAR LIME OVER BRICK-WORK. 219.27 SQM1184 SAME AS ITEM 1183 BUT WITH CEMENT & LOCAL SAND (1:2) MORTAR. 141.25 SQM1185 SAME AS ITEM 1183 BUT WITH CEMENT & COARSE SAND (1:2) MORTAR. 167.29 SQM1186 SAME AS ITEM 1183 BUT WITH CEMENT & LOCAL SAND (1:3) MORTAR. 119.54 SQM1187 SAME AS ITEM 1183 BUT WITH CEMENT & COARSE-SAND MORTAR (1:3). 142.71 SQM1188 SAME AS ITEM 1183 BUT WITH CEMENT & LOCAL SAND MORTAR (1:4). 110.37 SQM1189 SAME AS ITEM 1183 BUT WITH CEMENT AND LOCAL SAND MORTAR (1:5). 106.74 SQM1190 SAME AS ITEM 1183 BUT WITH CEMENT & LOCAL SAND MORTAR (1:6). 100.08 SQM1191 EXTRA ON ALL ITEM OF PLASTER IF DONE ON CEILING. 11.39 SQM1192 SAME AS ITEM 1183 BUT WITH CEMENT, WHITE LIME & LOCAL SAND (1:1:6).

113.16 SQM1193 MUD-PLASTER OVER BRICK WALL. 34.15 SQM1194 20 MM THICK STUCCO PLASTER RESEMBLING MARBLE FINISH. 472.18 SQM1195 20MM THICK PLASTER ON WALLS, STEPS ETC. FINISHED WITH 5MM THICK

CEMENT & MARBLE CHIPS (1:2). 572.39 SQM1196 SAME AS ITEM 1195 BUT FINISHED WITH 5MM THICK WHITE CEMENT &

MARBLE CHIPS. 552.86 SQM1197 SAME AS ITEM 1196 BUT WITH 5MM THICK TOP COAT COLOURED. 862.23 SQM1198 20MM THICK PEBBLE-DASH PLASTER. 276.86 SQM1199 ROUGH CAST FINISH TO PLASTER OF DIFFERENT MORTARS (EXTRA TO

PLASTER ITEMS). 56.59 SQM1200 PLASTER OVER ROUGH FACE OF ONE BRICK WALL (EXTRA TO PLASTER

ITEMS). 13.33 SQM

1201 20MM THICK CEMENT PLASTER IN DADO OR SKIRTING. 334.05 SQM1202 25MM THICK 1:2:4 P.C.C. FLOOR WITH CEMENT, COARSE SAND AND 20MM

GAUGE STONE BALLAST WITH BASE CONCRETE (75MM THICK) 1:4:8CEMENT, LOCAL SAND & BRICK BALLAST 40MM GAUGE. 456.07 SQM

1203 SAME AS ITEM 1202 BUT WITH BASE CONCRETE CONSISTING OF BRICKBALLAST, WHITE LIME & SURKHI 100:16:32. 398.00 SQM

1204 SAME AS ITEM 1202 BUT WITH BASE CONCRETE CONSISTING OF BRICKBALLAST, WHITE LIME & SAND MORTAR (1:2). 394.57 SQM

1205 SAME AS ITEM 1202 BUT WITH 50MM THICK 1:1.5:3 P.C.C. FLOOR. 685.25 SQM1206 SAME AS ITEM 1202 BUT WITH 40MM THICK FLOOR & WITHOUT BASE

CONCERETE. 342.36 SQM1207 EXTRA ON ITEMS 1202, 1205 & 1206 WHEN FLOORS ARE POLISHED. 165.60 SQM1208 EXTRA ON ITEMS 1202, 1205 & 1206 WHEN COLOURED, POLISHED FLOORS

ARE LAID. 478.63 SQM1209 STONE FLOORS 40MM THICK OF MIRZAPUR OR OTHER APPROVED STONE

FLAGS, SET IN WHITE LIME & SAND. 1512.11 SQM1210 SAME AS ITEM 1209 BUT STONE FLAGS LAID IN (1:4) CEMENT & LOCAL SAND

MORTAR. 1551.60 SQM1211 SAME AS ITEM 1209 BUT STONE FLAGS LAID IN WHITE LIME & SURKHI 1:2 &

BASE CONCRETE WITH BRICK BALLAST, WHITE LIME & SURKHI (1:2).1482.48 SQM

1212 SAME AS ITEMS 1209, 1210, 1211 BUT UPPER SURFACE & EDGES CHIESELDRESSED & JOINT UPTO 6MM THICK IN WHITE LIME & SAND. 1489.34 SQM

1213 SAME AS ITEM 1212 BUT IN CEMENT & SAND. 1542.84 SQM1214 SAME AS ITEM 1212 BUT BASE CONCRETE IN WHITE LIME & SURKHI. 1462.35 SQM1215 1ST CLASS BRICK FLOOR LAID IN CEMENT & LOCAL SAND MORTAR (1:6) &

POINTED WITH (1:2) CEMENT MORTAR OVER 75MM THICK BASE CONCRETEWITH KANKAR LIME. 731.59 SQM

1216 SAME AS ITEM 1215 BUT WITH 75MM BASE CONCRETE WITH (1:2) WHITELIME & SURKHI. 714.83 SQM

1217 SAME AS ITEM 1215 BUT WITH 75MM BASE CONCRETE IN (1:4:8) CEMENT,LOCAL SAND & BRICK BALLAST. 698.11 SQM

1218 1ST CLASS BRICKS FLOOR LAID DRY, JOINTS SAND FILLED. 336.35 SQM1219 GRANOLYTHIC MARBLE FLOORING 25MM THICK WITH 20MM THICK LAYER

OF CEMENT & COARSE SAND & 12 MM GAUGE STONE CHIPS WITH SURFACECOAT OF ORDINARY CEMENT INCLUDING 75MM THICK BASE CONCRETEWITH WHITE LIME & SAND. 749.42 SQM

1220 SAME AS ITEM 1219 BUT WITH WHITE CEMENT IN TOP LAYER. 801.73 SQM1221 SAME AS ITEM 1219 BUT WITH COLOURED FLOOR. 1077.35 SQM1222 SAME AS ITEM 1219 BUT BASE CONCRETE IN (1:4:8) CEMENT, LOCAL SAND

AND BRICK BALLAST. 804.25 SQM1223 SAME AS ITEM 1220 BUT BASE CONCRETE IN (1:4:8) CEMENT, LOCAL SAND

AND BRICK BALLAST. 864.75 SQM1224 SAME AS ITEM 1221 BUT BASE CONCRETE IN (1:4:8) CEMENT, LOCAL SAND

AND BRICK BALLAST. 1141.24 SQM1225 SAME AS ITEM 1219 BUT BASE CONCRETE IN WHITE LIME & SURKHI (1:2)

(EXTRA ON ITEM 1219). 746.93 SQM1226 SAME AS ITEM 1220 BUT BASE CONCRETE IN WHITE LIME & SURKHI (1:2)

(EXTRA ON ITEM 1220). 787.68 SQM1227 SAME AS ITEM 1221 BUT BASE CONCRETE IN WHITE LIME & SURKHI (1:2)

(EXTRA ON ITEM 1221). 1063.77 SQM1228 GRANOLYTHIC MARBLE DADO 20MM THICK WITH 14MM THICK LAYER OF

CEMENT & COARSE SAND (1:2) WITH 6MM THICK SURFACE COAT OFORDINARY CEMENT. 592.56 SQM

1229 SAME AS ITEM 1228 BUT WITH WHITE CEMENT IN TOP COAT. 654.33 SQM

1230 SAME AS ITEM 1228 BUT WITH COLOURED DADO. 928.22 SQM1231 SUPPLY AND FIXING OF 15X15CM CHINA WHITE GLAZED TILES 6MM THICK IN

FLOORING OR IN SKIRTING OR DADO LAID WITH (1:3) CEMENT & COARSESAND. 2597.64 SQM

1232 PAINTING OR VARNISHING ON NEW IRON WORK IN SMALL AREAS OR NEW

WOOD WORK WITH ONE COAT PRIMING & ONE COAT PAINT OR VARNISH. 74.32 SQM1233 SAME AS ITEM 1232 BUT FOR EVERY COAT AFTER FIRST COAT. 48.37 SQM1234 SAME AS ITEM 1233 BUT FOR EVERY COAT ON PREVIOUSLY PAINTED

SURFACE. 50.45 SQM1235 PAINTING ROOF OR OTHER IRON WORK IN LARGE AREA WITH ONE COAT

PRIMING & ONE COAT PAINT OR VARNISH. 75.28 SQM1236 SAME AS ITEM 1235 BUT FOR EVERY COAT AFTER FIRST COAT. 48.37 SQM1237 SAME AS ITEM 1236 BUT FOR EVERY COAT OVER PREVIOUSLY PAINTED

SURFACE. 48.37 SQM1238 PAINTING OR VARNISHING WITH VALSPER OR HIGH GRADE ENAMEL OR

VARNISH ONE COAT OVER PREVIOUSLY PAINTED SURFACE. 59.11 SQM1239 SAME AS ITEM 1238 BUT FOR EVERY SUBSEQUENT COAT ON PREVIOUSLY

TREATED SURFACE WITH ENAMEL OR VARNISH. 51.04 SQM1240 ONE PRIMING & ONE OIL DISTEMPER COAT ON NEW WORK. 50.75 SQM1241 SAME AS ITEM 1240 BUT FOR EVERY COAT AFTER 1ST COAT. 27.82 SQM1242 SAME AS ITEM 1241 BUT FOR EVERY COAT ON PREVIOUSLY DISTEMPERED

SURFACE. 29.77 SQM1243 ONE COAT OF HOT COALTAR ON NEW SURFACE. 12.50 SQM1244 SAME AS ITEM 1243 BUT FOR EVERY COAT AFTER 1ST COAT. 7.84 SQM1245 ONE COAT SOLIGNUM OR OTHER PRESERVATIVE ON NEW WOOD WORK.

22.16 SQM1246 SAME AS ITEM 1245 BUT FOR EVERY COAT AFTER FIRST COAT ON

PREVIOUSLY TREATED SURFACE. 14.04 SQM1247 OILING WOOD WORK WITH DOUBLE BOILED LINSED OIL. 8.79 SQM1248 REMOVING PAINT OR VARNISHING WITH PAINT REMOVER OR CAUSTIC

SODA. 19.40 SQM1249 WAX POLISHING OVER NEW WOOD WORK WUTH READY MADE POLISH

AFTER RUBBING DOWN WITH SAND PAPER. 31.24 SQM1250 SAME AS ITEM 1249 BUT REPOLISHING WOOD WORK ALREADY WAX

POLISHED WITH READY MADE WAX POLISH. 17.87 SQM1251 WHITE WASHING ONE COAT. 5.54 SQM1252 SAME AS ITEM 1251 BUT TWO COATS. 8.95 SQM1253 SAME AS ITEM 1251 BUT THREE COATS. 13.66 SQM1254 COLOUR WASHING ONE COAT USING COLORING MATERIALS OF BUFF BLUE,

BROWN SHADE. 30.34 SQM1255 SAME AS ITEM 1254 BUT TWO COATS. 58.97 SQM1256 SAME AS ITEM 1254 BUT USING COLOURING MATERIALS OF PINK, GREEN OR

YELLOW SHADE. 33.56 SQM1257 SAME AS ITEM 1256 BUT TWO COATS. 66.49 SQM1258 COLOUR WASHING ONE COAT USING COPPER OR IRON SULPHATE. 34.76 SQM1259 SAME AS ITEM 1258 BUT TWO COATS. 78.58 SQM

1259.10 WATER PROOF CEMENT WASHING WITH BASE COAT 36.93 SQM1259.20 EXTRA COAT ON ITEM 1259.10 24.16 SQM

1260 CEMENT WASHING. 7.63 SQM1261 ONE PRIMING COAT & ONE COAT OF DRY DISTEMPER ON NEW WORK. 31.10 SQM1262 SAME AS ITEM 1261 BUT FOR EACH COAT OF DISTEMPER AFTER FIRST

COAT. 17.60 SQM1263 DISMANTLING SUNDRIED BRICK WORK. 49.50 CUM

1264 DISMANTLING BRICK WORK OR STONE WORK IN LIME OR CEMENT MORTAR.231.00 CUM

1265 SAME AS ITEM 1264 BUT IN MUD MORTAR. 132.00 CUM1266 DISMANTLING R.C.C. OR R.B. WORK. 546.25 CUM1267 DISMANTLING JACK ARCHED OR WOODEN BEAM & BARJA ROOFS

INCLUDING BEAMS & ROOF CONCRETE. 231.00 CUM1268 SAME AS ITEM 1269 BUT ONLY ROOF CONCRETE. 165.00 CUM1269 DISMANTLING CEMENT CONCRETE OR BRICKS OR GRANOLYTHIC FLOORS

INCLUDING BASE CONCRETE. 33.00 SQM1270 SAME AS ITEM 1269 BUT STONE FLAG OR TILED FLOOR. 33.00 SQM1271 DISMANTLING SINGLE TILED ROOF INCLUDING PURLINES & BATTENS. 35.81 SQM1272 SAME AS ITEM 1271 BUT DOUBLE TILED ROOF. 60.56 SQM1273 DISMANTLING CORRUGATED IRON ROOFS, WALLS OR PARTITIONS

INCLUDING PURLINS, BATTENS & VERTICAL SUPPORTS. 31.35 SQM1274 DISMANTLING OF GIRDERS, TRUSSES & OTHER STEEL WORK. 906.86 QTL1275 DISMANTLING DOORS & WINDOWS INCLUDING CHAUKHATS WITH

HOLDFASTS. 31.68 SQM1276 DISMANTLING DOORS & WINDOWS LEAVES. 16.55 SQM1277 DISMANTLING DOORS & WINDOWS INCLUDING CHAUKHATS BUT EXCLUDING

HOLDFASTS. 27.08 SQM1278 DISMANTLING EXISTING PLASTER. 33.00 SQM1279 RACKING OUT JOINTS OF BRICK WORK IN CEMENT & LIME MORTAR TO A

DEPTH OF 10MM. 16.50 SQM1280 SCRAPING OLD WHITE OR COLOUR WASHING. 8.25 SQM1281 SUPPLY & FIX BLOCK OF C.P. TEAK WOOD 75X75X120MM IN WALL WITH (1:3)

(CEMENT & COARSE SAND MORTAR. 78.96 NO.1282 SUPPLY & FIX BRASS CLEATS FOR CLERESTORY WINDOW CORDS TO TEAK

WOOD PLATE 100X100X10MM OVER BLOCKS OF C.P. TEAK WOOD. 119.56 NO.1283 SAME AS ITEM 1282 BUT WITH OXIDISED IRON CLEATS. 133.95 NO.1284 SUPPLY & FIX COTTON CORD FOR CLERESTORY WINDOW. 167.07 KG1285 SUPPLY & FIX C.P. TEAK WOOD CLEATS 100X75X50 MM TO C.P. TEAK DOORS

& WINDOWS WITH BRASS HINGS 50MM. 195.35 NO.1286 SUPPLY & FIX 100MM DIA. A.C. DOWN PIPES COMPLETE WITH ROSE, HEADS,

BENDS & GRATINGS WITH M.S. CLAMP 25X3MM FIXED TO WALLS & SUPPLYOF 150MM LONG, 6MM DIA. NAILS, REPAIRS OF PLASTER, PAINTING ETC.COMPLETE. 292.55 RM

1287 SUPPLY & FIX C.P. TEAK WOOD PAG RACK 900X75X25MM WITH THREEBRASS PEGS ON 75X75X120MM TEAK WOOD BLOCK. 836.14 NO.

1288 SUPPLY & FIX 40MM THICK C.P. TEAK WOOD PANNELLED PARTITION WITHTEAK WOOD FRAMES 100X80MM TOP, BOTTOM & SIDE VERTICALS AT 1.5MAPART. 4300.97 SQM

1289 SUPPLY & FIX PLAIN ASBESTOS SHEET PARTITION WITH 50X10MM DEODAROR SHEESHAM WOOD BEADING, ERECTION & FIXING. 2058.94 SQM

1290 SAME AS ITEM 1289 BUT WITH MASONITE PARTITIONS. 2125.62 SQM1291 CONSOLIDATION OF 30 TO 40MM GUAGE KANKAR BY HAND RAMMER,

SORTING KANKAR INTO THREE SIZES REPAIRING PATCHES IN EXISTINGROAD SURFACE WITH KANKAR, PICKING UP OLD SURFACE, SPREADINGKANKAR, MAKING MEDIS TO RETAIN WATER & RAMMING WITH CARRIAGE OFMATEL & WATER AND MAINTENANCE OF BARRIERS, CAUTION POSTS,LIGHTS ETC. (EXCLUDING SUPPLY OF KANKAR). 258.25 CUM

1292 SAME AS ITEM 1291 BUT FOR CONSOLIDATION BY ROAD ROLLER. 321.27 CUM1293 SAME AS ITEM 1291 BUT FOR 120MM THICK COAT OF BRICK BALLAST. 258.25 CUM1294 SAME AS ITEM 1292 BUT FOR 80MM THICK COAT OF BRICK BALLAST. 321.27 CUM1295 SAME AS ITEM 1292 BUT FOR 12MM THICK COAT OF BRICK BALLAST. 358.57 CUM

1296 SAME AS ITEM 1292 BUT 80MM THICK STONE BALLAST OVER EXISTINGKANKAR ROAD SURFACE. 425.76 CUM

1297 WATER ALLOWANCE ON ITEM 1291 TO 1296. 41.25 CUM1298 DIGGING KANKAR INCLUDING BREAKING, CLEANING & ROLLING AND THE

COST OF BORING TO FIND KANKAR STRATA. 537.77 CUM1299 MAKING MUD TREE GUARDS IM (I.D) & 1M HIGH ABOVE G.L. 354.70 NO.1300 DUG BELLING 150MM DEEP IN ONE LINE ALIGNED WITH FLAGS & JHANDIES.

1086.25 KM1301 PAINTING WHITE TRAFFIC LINES 75MM WIDE IN THREE COATS WITH

APPROVED WHITE PAINT. 391.97 SQM1302 BRICK SOLING WITH STRAIGHT OVER BURNT BRICKS & DRY WITH BRICK

EDGING LAID VERTICAL ON EITHER SIDE, FILLING THE JOINTS WITH LOCALEARTH. 283.71 SQM

1303 RENEWING PARTIES 3M WIDE, DRESSING SURFACE, FILLING UP TO 8 CMDEPTH & MAKING PROFILES OF EVERY 15M APART. 24.78 RM

1304 BRICK EDGING OF 1ST CLASS BRICKS LAID VERTICAL WITH MUD MORTAR.122.21 RM

1305 STACKING OF ROAD METAL TO THE REQUIRED TEMPLATE AFTERSCREENING AT ROAD SIDE. 59.55 CUM

1306 BITUMEN PAINTING (LABOUR ONLY) OVER WATER BOUND SURFACE (1STCOAT) EXCLUDING SUPPLY OF PAINT & GRIT. 18.94 SQM

1307 SAME AS ITEM 1306 BUT SUBSEQUENT COATS OF PAINTING OVERPREVIOUSLY PAINTED SURFACE. 9.47 SQM

1308 SAME AS ITEM 1306 BUT WITH COLD EMULSION IN 2ND COAT. 16.13 SQM1309 SAME AS ITEM 1306 BUT WITH TAR IN ONE COAT. 16.66 SQM1310 SAME AS ITEM 1306 BUT WITH TAR IN 2ND COAT OR OTHER SUBSEQUENT

COATS OF PAINTING OVER PREVIOUSLY PAINTED SURFACE. 8.33 SQM1311 SCRAPPING OF OLD PAINTED SURFACE (ROAD SURFACE). 35.97 SQM1312 LAYING C.C. ROAD SLAB 100MM THICK IN (1:2:4) CEMENT, COARSE SAND &

STONE BALLAST OVER PREPARED SURFACE. 8445.39 CUM1313 SAME AS ITEM 1312 BUT EXCLUDING SUPPLY OF CEMENT, COARSE SAND &

STONE BALLAST. 2657.31 CUM1314 BLENDING OF WATER BOUND STONE OR KANKAR ROAD SURFACE WITH

LOCAL EARTH OR SAND IN 15MM DEEP LAYERS. 5.70 RM1315 EARTH WORK IN EDGING OF THE PAINTED OR C.C. ROAD IN A WIDTH OF

0.5M ON EITHER SIDE & 100MM DEEP. 10.85 RM1316 JOINT FILLING IN C.C. ROADS & REMOVING THE OLD TAR OR OTHER

MATERIALS (LABOUR ONLY). 0.88 RM1317 CONSOLIDATION OF KANKAR IN PATCH REPAIRING BY HAND RAMMER,

PICKING OUT OLD SURFACE UPTO 100MM DEPTH IN A RECTANGULAR FORMMAKING 50MM WIDE DRAIN AROUND THE PATCH. 539.02 CUM

1318 PATCH REPAIR OF SURFACE PAINTED WITH BITUMEN INCLUDING HEATINGTHE PAINT ETC. (LABOUR ONLY). 1890.63 CUM

1319 CLEANING OF THE EXISTING PAINTED SURFACE & LAYING PREMIX 20MM

THICK OVER A TACK COAT WITH GRADED GRIT & BITUMEN (LABIUR ONLY). 22.95 SQM1320 SAME AS ITEM 1319 BUT IN PATCHES. 930.26 CUM1321 CLEANING THE PREMIX SURFACE & LAYING SEAL COAT WITH 6MM GRADED

GRIT & BITUMEN INCLUDING HEATING OF PAINT (LABOUR ONLY). 6.92 SQM1322 SAME AS ITEM 1319 BUT ON WATER BOUND SURFACE. 27.85 SQM1323 PROVIDE ALL MATERIALS, LABOUR,T & P ETC. & CONSTRUCT 100MM THICK

(1:2:4:) CEMENT CONCRETE ROAD FOR REINSTATEMENT OF PATCH &TRENCH CUTS IN CEMENT CONCRETE ROAD. 1669.65 SQM

1324 SAME AS ITEM 1323 BUT TWO COATS OF BITUMEN PAINTING INSTEAD OF100MM THICK CEMENT CONCRETE CONCRETE LAYER. 1187.09 SQM

1325 SAME AS ITEM 1323 BUT TWO EXCLUDING THE CEMENT CONCRETE SLAB.695.03 SQM

1326 MAINTENANCE OF TERRACED ROOFS, FILLING UP CRACKS BEFORE RAINSWITH BITUMINOUS FILLER. 38.12 SQM

1327 REPAIR OF PLASTER OR POINTING IN PATCHES INCLUDING REMOVAL OFOLD PLASTER. 25%

1328 REPAIRS OF FLOORING IN PATCHES INCLUDING DIGGING UPTO EXISTINGTHICKNESS OF FLOORS, RENEWING THE SAME. 25%

1329 CLEANING OF WELL & THROWING OUT THE SILT TO THE PLACE AS DIRECTDBY THE ENGINEER IN CHARGE. 680.60 RM

1330 BLENDING PANES OF GLASS. 92.90 SQM1331 RENEWING PANES OF GLASS 2.5MM THICK WITH PUTTY & BEADS. 620.42 SQM1332 CLEANING DOORS & WINDOWS WITH ORDINARY OIL & WATER. 6.84 SQM1333 FIXING PANES & GLASS INCLUDING PUTTY & BEADS (EXCLUDING COST OF

GLASS). 137.21 SQM1334 CLEANING PANES OF GLASS WITH SPRIT OR CAUSTIC SODA. 46.32 SQM1335 LABOUR FOR FIXING DOOR BOLTS OR HINGES OR TOWER BOLTS OR HASP

& STRAPLES OR HANDLES ETC. TO DOORS & WINDOWS. 10.12 EACH1336 OPENING & REFIXING 100MM DIA. RAIN WATER DOWN PIPE AFTER

CLEANING. 35.03 RM1337 VARNISHING OR POLISHING FURNITURE WITH HIGH GRADE VARNISH OR

POLISH AFTER SAND PAPERING. 102.76 NO.

(B) WATER SUPPLY WORKS:2001 EXCAVATION FOR PIPE LINE 0-1.5 M DEEP IN ORDINARY SOIL (LOAM, CLAY,

SAND). 90.18 CUM2002 SAME AS ITEM 2001 BUT IN SOIL MIXED WITH MOORUM/SHINGLE/KANKAR.

105.06 CUM2003 EXTRA ON ITEMS 2001 AND 2002 FOR ADDITIONAL LEAD AND LIFT. 21.78 CUM2004 CARTING FROM STORE, LAYING, JOINTING, FIXING & TESTING OF 15MM DIA.

(NOMINAL) M.S. GALVANIZED SCREWED & SOCKETTED PIPES (LIGHT &MEDIUM QUALITY), SPECIALS & FITTINGS (INSIDE HOUSES). 43.54 RM

2005 SAME AS ITEM 2004 BUT FOR 20MM DIA. 48.58 RM2006 SAME AS ITEM 2004 BUT FOR 25MM DIA. 64.57 RM2007 SAME AS ITEM 2004 BUT FOR 32MM DIA. 74.19 RM2008 SAME AS ITEM 2004 BUT FOR 40MM DIA. 88.42 RM2009 CARTING FROM STORE, LAYING, JOINTING, FIXING & TESTING OF 15MM DIA.

(NOMINAL) M.S. GALVANIZED SCREWED & SOCKETTED PIPES (MEDIUMQUALITY),SPECIALS & FITTINGS (IN TRENCHES OUTSIDE HOUSES). 11.43 RM

2010 SAME AS ITEM 2009 BUT FOR 20MM DIA. 16.50 RM2011 SAME AS ITEM 2009 BUT FOR 25MM DIA. 22.79 RM2012 SAME AS ITEM 2009 BUT FOR 32MM DIA. 27.51 RM2013 SAME AS ITEM 2009 BUT FOR 40MM DIA. 30.24 RM2014 SAME AS ITEM 2009 BUT FOR 50MM DIA. 35.80 RM2015 SAME AS ITEM 2009 BUT FOR 65MM DIA. 42.54 RM2016 SAME AS ITEM 2009 BUT FOR 80MM DIA. 51.71 RM2017 SAME AS ITEM 2009 BUT FOR 100MM DIA. 61.34 RM2018 SAME AS ITEM 2009 BUT FOR 125MM DIA. 67.65 RM2019 SAME AS ITEM 2009 BUT FOR 150MM DIA. 76.58 RM2020 CARTING FROM STORE, LAYING, JOINTING & TESTING 50MM DIA. CLASS I & II

A.C. PRESURE PIPE WITH FITTING ETC. 10.90 RM

2021 SAME AS ITEM 2020 BUT 65 MM DIA. 13.58 RM2022 SAME AS ITEM 2020 BUT 80 MM DIA. 14.65 RM2023 SAME AS ITEM 2020 BUT 100MM DIA. 17.84 RM2024 SAME AS ITEM 2020 BUT 125MM DIA. 22.38 RM2025 SAME AS ITEM 2020 BUT 150MM DIA. 25.69 RM2026 SAME AS ITEM 2020 BUT 200MM DIA. 31.75 RM2027 SAME AS ITEM 2020 BUT 250MM DIA. 38.12 RM2028 SAME AS ITEM 2020 BUT 300MM DIA. 45.11 RM2029 SAME AS ITEM 2020 BUT 350MM DIA. 70.89 RM2030 SAME AS ITEM 2020 BUT 400MM DIA. 88.45 RM2031 SAME AS ITEM 2020 BUT 450MM DIA. 106.43 RM2032 SAME AS ITEM 2020 BUT 500MM DIA. 131.51 RM2033 SAME AS ITEM 2020 BUT 600MM DIA. 183.58 RM2034 SAME AS ITEM 2020 TO 2033 BUT CLASS III A.C. PIPE (EXTRA ON ITEMS 2020

TO 2033). 5%2035 CARTING FROM STORE, LAYING, JOINTING, FIXING & TESTING 15 MM DIA.

(I.D.) P.V.C. PIPES & SPECIALS. 3.04 RM2036 SAME AS ITEM 2035 BUT 20MM DIA. 3.70 RM2037 SAME AS ITEM 2035 BUT 25MM DIA. 4.06 RM2038 SAME AS ITEM 2035 BUT 32MM DIA. 4.93 RM2039 SAME AS ITEM 2035 BUT 40MM DIA. 5.58 RM2040 SAME AS ITEM 2035 BUT 50MM DIA. 8.39 RM2041 SAME AS ITEM 2035 BUT 65MM DIA. 11.40 RM2042 SAME AS ITEM 2035 BUT 80MM DIA. 14.08 RM2043 SAME AS ITEM 2035 BUT 100 MM DIA. 15.68 RM2044 SAME AS ITEM 2035 BUT 125 MM DIA. 17.17 RM2045 SAME AS ITEM 2035 BUT 150 MM DIA. 22.06 RM2046 SAME AS ITEM 2035 BUT 180 MM DIA. 24.62 RM2047 SAME AS ITEM 2035 BUT 200 MM DIA. 25.65 RM2048 CARTING FROM STORE P1 QUALITY R.C.C. PRESSURE PIPES & SPECIALS

80MM DIA., LAYING JOINTING, & TESTING WITH (1:1.5) CEMENT & SANDMORTAR JOINTS. 61.55 RM

2049 SAME AS ITEM 2048 BUT 100 MM DIA. 73.55 RM2050 SAME AS ITEM 2048 BUT 150 MM DIA. 91.03 RM2051 SAME AS ITEM 2048 BUT 250 MM DIA. 117.18 RM2052 SAME AS ITEM 2048 BUT 300 MM DIA. 136.14 RM2053 SAME AS ITEM 2048 BUT P2 QUALITY 80 MM DIA. PIPES. 61.55 RM2054 SAME AS ITEM 2049 BUT P2 QUALITY 100MM DIA. PIPES. 73.59 RM2055 SAME AS ITEM 2050 BUT P2 QUALITY 150MM DIA. PIPES. 91.03 RM2056 SAME AS ITEM 2055 BUT P2 QUALITY 250MM DIA. PIPES. 123.03 RM2057 SAME AS ITEM 2055 BUT P2 QUALITY 300MM DIA. PIPES. 151.29 RM2058 SAME AS ITEM 2055 BUT P2 QUALITY 350MM DIA. PIPES. 206.42 RM2059 SAME AS ITEM 2055 BUT P2 QUALITY 400MM DIA. PIPES. 244.99 RM2060 SAME AS ITEM 2055 BUT P2 QUALITY 450MM DIA. PIPES. 278.90 RM2061 SAME AS ITEM 2055 BUT P2 QUALITY 500MM DIA. PIPES. 332.23 RM2062 SAME AS ITEM 2055 BUT P2 QUALITY 600MM DIA. PIPES. 429.03 RM2063 SAME AS ITEM 2048 BUT P3 QUALITY 80 MM DIA. PIPES. 61.55 RM2064 SAME AS ITEM 2049 BUT P3 QUALITY 100MM DIA. PIPES. 73.55 RM2065 SAME AS ITEM 2050 BUT P3 QUALITY 150MM DIA. PIPES. 91.03 RM2066 SAME AS ITEM 2065 BUT 250MM DIA. PIPES. 131.46 RM2067 SAME AS ITEM 2065 BUT 300MM DIA. PIPES. 161.37 RM2068 SAME AS ITEM 2065 BUT 350MM DIA. PIPES. 221.36 RM2069 SAME AS ITEM 2065 BUT 400MM DIA. PIPES. 259.83 RM2070 CARTING OF C.I.S & S AND FLANGED (CLASS `LA' AND `A') PIPES & SPECIALS

FROM STORE, LAYING, JOINTING & TESTING ETC. 80MM DIA. 16.99 RM

2071 SAME AS 2070 BUT 100MM DIA. PIPES. 21.61 RM2072 SAME AS 2070 BUT 125MM DIA. PIPES. 27.92 RM2073 SAME AS 2070 BUT 150MM DIA. PIPES. 34.84 RM2074 SAME AS 2070 BUT 200MM DIA. PIPES. 50.95 RM2075 SAME AS 2070 BUT 250MM DIA. PIPES. 68.58 RM2076 SAME AS 2070 BUT 300MM DIA. PIPES. 88.67 RM2077 SAME AS 2070 BUT C.I. SCREWED FLANGED PIPES (CLASS 'A') 80 MM DIA.

19.27 RM2078 SAME AS 2077 BUT 100 MM DIA. 24.33 RM2079 SAME AS 2077 BUT 125 MM DIA. 31.46 RM2080 SAME AS 2077 BUT 150 MM DIA. 39.41 RM2081 SAME AS 2077 BUT 200 MM DIA. 56.83 RM2082 SAME AS 2077 BUT 250 MM DIA. 76.31 RM2083 SAME AS 2077 BUT 300 MM DIA. 98.14 RM2084 C.I. FLANGED PIPES VERTICALLY CAST CLASS (A) - SAME RATES AS FOR

ITEMS 2077 TO 2083. RM2085 SAME AS ITEM 2070 BUT 350 MM DIA. 110.18 RM2086 SAME AS ITEM 2070 BUT 400 MM DIA. 133.95 RM2087 SAME AS ITEM 2070 BUT 450 MM DIA. 161.47 RM2088 SAME AS ITEM 2070 BUT 500 MM DIA. 189.38 RM2089 SAME AS ITEM 2070 BUT 600 MM DIA. 252.15 RM2090 SAME AS ITEM 2070 BUT 700 MM DIA. 325.56 RM2091 SAME AS ITEM 2070 BUT 750 MM DIA. 364.63 RM2092 SAME AS ITEM 2085 BUT C.I. FLANGED PIPES (VERTICALLY CAST CLASS - A)

350 MM DIA. 122.53 RM2093 SAME AS ITEM 2085 BUT FOR 400 MM DIA. 150.35 RM2094 SAME AS ITEM 2085 BUT FOR 450 MM DIA. 180.87 RM2095 SAME AS ITEM 2085 BUT FOR 500 MM DIA. 210.82 RM2096 SAME AS ITEM 2085 BUT FOR 600 MM DIA. 282.04 RM2097 SAME AS ITEM 2085 BUT FOR 700 MM DIA. 366.01 RM2098 SAME AS ITEM 2085 BUT FOR 750 MM DIA. 411.91 RM2099 SAME AS ITEM 2070 BUT C.I.S. & S PIPES (VERTICALLY CAST CLASS A) 800

MM DIA. 437.73 RM2100 SAME AS ITEM 2070 BUT C.I.S. & S PIPES (VERTICALLY CAST CLASS A) 900

MM DIA. 534.11 RM2101 SAME AS ITEM 2070 BUT C.I.S. & S PIPES (VERTICALLY CAST CLASS A)

1000MM DIA. 642.47 RM2102 SAME AS ITEM 2099 BUT C.I.S. & S PIPES (VERTICALLY CAST CLASS A) 800

MM DIA. 463.17 RM2103 SAME AS ITEM 2099 BUT C.I.S. & S PIPES (VERTICALLY CAST CLASS A) 900

MM DIA. 561.84 RM2104 SAME AS ITEM 2099 BUT C.I.S. & S PIPES (VERTICALLY CAST CLASS A)

1000MM DIA. 679.61 RM2105 SAME AS ITEM 2070 BUT C.I.S. & S PIPES (VERTICALLY CAST CLASS A)

1100MM DIA. 722.33 RM2106 SAME AS ITEM 2070 BUT C.I.S. & S PIPES (VERTICALLY CAST CLASS A)

1200MM DIA. 841.93 RM2107 CARTING FROM STORE CLASS 'A' C.I. SEREWED FLANGED SPUN PIPES &

CLASS 'A' VERTICALLY CAST PIPES, SPECIALS & FITTINGS, HOISTING &ERECTING IN VERTICAL POSITION (UPTO 8 M HIGHT) 80 MM DIA. 60.75 RM

2108 SAME AS ITEM 2107 BUT 100 DIA. 75.42 RM2109 SAME AS ITEM 2107 BUT 125 DIA. 98.76 RM2110 SAME AS IETM 2107 BUT 150 DIA. 124.07 RM2111 SAME AS IETM 2107 BUT 200 DIA. 178.71 RM2112 SAME AS ITEM 2107 BUT 250 DIA. 240.14 RM

2113 SAME AS IETM 2107 BUT 300 DIA. 310.26 RM2114 SAME AS IETM 2107 BUT 8.0 - 16.0 HIGH 80 MM DIA. 100.53 RM2115 SAME AS ITEM 2107 BUT 8.0 - 16.0 HIGH 100MM DIA. 126.80 RM2116 SAME AS ITEM 2107 BUT 8.0 - 16.0 HIGH 125MM DIA. 163.34 RM2117 SAME AS ITEM 2107 BUT 8.0 - 16.0 HIGH 150MM DIA. 204.73 RM2118 SAME AS ITEM 2107 BUT 8.0 - 16.0 HIGH 200MM DIA. 295.71 RM2119 SAME AS ITEM 2107 BUT 8.0 - 16.0 HIGH 250MM DIA. 396.97 RM2120 SAME AS ITEM 2107 BUT 8.0 - 16.0 HIGH 300MM DIA. 512.62 RM2121 SAME AS ITEM 2107 BUT 16.0 - 24.0 HIGH 80 MM DIA. 162.58 RM2122 SAME AS ITEM 2107 BUT 16.0 - 24.0 HIGH 100MM DIA. 202.87 RM2123 SAME AS ITEM 2107 BUT 16.0 - 24.0 HIGH 125MM DIA. 265.04 RM2124 SAME AS ITEM 2107 BUT 16.0 - 24.0 HIGH 150MM DIA. 331.65 RM2125 SAME AS ITEM 2107 BUT 16.0 - 24.0 HIGH 200MM DIA. 478.22 RM2126 SAME AS ITEM 2107 BUT 16.0 - 24.0 HIGH 250MM DIA. 642.86 RM2127 SAME AS ITEM 2107 BUT 16.0 - 24.0 HIGH 300MM DIA. 829.71 RM2128 SAME AS ITEM 2107 BUT VERTICALLY CAST PIPES 350 MM DIA. 428.12 RM2129 SAME AS ITEM 2107 BUT VERTICALLY CAST PIPES 400 MM DIA. 526.26 RM2130 SAME AS ITEM 2107 BUT VERTICALLY CAST PIPES 450 MM DIA. 632.76 RM2131 SAME AS ITEM 2107 BUT VERTICALLY CAST PIPES 500 MM DIA. 737.35 RM2132 SAME AS ITEM 2107 BUT VERTICALLY CAST PIPES 600 MM DIA. 985.23 RM2133 SAME AS ITEM 2107 BUT VERTICALLY CAST PIPES 700 MM DIA. 1279.32 RM2134 SAME AS ITEM 2107 BUT VERTICALLY CAST PIPES 750 MM DIA. 1440.16 RM2135 SAME AS ITEM 2128 BUT 8.0 - 16.0 HIGH FOR 350 MM DIA. 572.06 RM2136 SAME AS ITEM 2128 BUT 8.0 - 16.0 HIGH FOR 400 MM DIA. 702.60 RM2137 SAME AS ITEM 2128 BUT 8.0 - 16.0 HIGH FOR 450 MM DIA. 845.13 RM2138 SAME AS ITEM 2128 BUT 8.0 - 16.0 HIGH FOR 500 MM DIA. 985.20 RM2139 SAME AS ITEM 2128 BUT 8.0 - 16.0 HIGH FOR 600 MM DIA. 1317.47 RM2140 SAME AS ITEM 2128 BUT 8.0 - 16.0 HIGH FOR 700 MM DIA. 1710.02 RM2141 SAME AS ITEM 2128 BUT 8.0 - 16.0 HIGH FOR 750 MM DIA. 1924.35 RM2142 SAME AS ITEM 2128 BUT 16.0 - 24.0 HIGH FOR 350 MM DIA. 906.65 RM2143 SAME AS ITEM 2128 BUT 16.0 - 24.0 HIGH FOR 400 MM DIA. 1106.28 RM2144 SAME AS ITEM 2128 BUT 16.0 - 24.0 HIGH FOR 450 MM DIA. 1330.93 RM2145 SAME AS ITEM 2128 BUT 16.0 - 24.0 HIGH FOR 500 MM DIA. 1552.12 RM2146 SAME AS ITEM 2128 BUT 16.0 - 24.0 HIGH FOR 600 MM DIA. 2074.21 RM2147 SAME AS ITEM 2128 BUT 16.0 - 24.0 HIGH FOR 700 MM DIA. 2692.96 RM2148 SAME AS ITEM 2128 BUT 16.0 - 24.0 HIGH FOR 750 MM DIA. 3030.52 RM2149 CARTING, LAYING & TESTING OF STEEL CYLENDER REINFORCED

CONCRETE PIPES CLASS 3 AND SPECIALS 200 MM DIA. 78.76 RM2150 SAME AS ITEM 2149 BUT 250 MM DIA. 100.56 RM2151 SAME AS ITEM 2149 BUT 300 MM DIA. 116.88 RM2152 SAME AS ITEM 2149 BUT 350 MM DIA. 143.73 RM2153 SAME AS ITEM 2149 BUT 400 MM DIA. 167.01 RM2154 SAME AS ITEM 2149 BUT 450 MM DIA. 209.79 RM2155 SAME AS ITEM 2149 BUT 500 MM DIA. 241.82 RM2156 SAME AS ITEM 2149 BUT 600 MM DIA. 293.64 RM2157 SAME AS ITEM 2149 BUT 700 MM DIA. 357.10 RM2158 SAME AS ITEM 2149 BUT 900 MM DIA. 696.81 RM2159 SAME AS ITEM 2149 BUT 1100 MM DIA. 946.16 RM2160 SAME AS ITEM 2149 BUT 1200 MM DIA. 1172.64 RM2161 MAKING LEAD & SPUN YARN JOINTS OF C.I.S & S PIPES & SPECIALS 80 MM

DIA. 395.75 JNT2162 SAME AS ITEM 2161 BUT 100 MM DIA. 505.29 JNT2163 SAME AS ITEM 2161 BUT 125 MM DIA. 589.89 JNT2164 SAME AS ITEM 2161 BUT 150 MM DIA. 741.30 JNT2165 SAME AS ITEM 2161 BUT 200 MM DIA. 1074.87 JNT

2166 SAME AS ITEM 2161 BUT 250 MM DIA. 1299.07 JNT2167 SAME AS ITEM 2161 BUT 300 MM DIA. 1491.35 JNT2168 SAME AS ITEM 2161 BUT 350 MM DIA. 1766.49 JNT2169 SAME AS ITEM 2161 BUT 400 MM DIA. 2061.17 JNT2170 SAME AS ITEM 2161 BUT 450 MM DIA. 2827.43 JNT2171 SAME AS ITEM 2161 BUT 500 MM DIA. 3053.29 JNT2172 SAME AS ITEM 2161 BUT 600 MM DIA. 3861.52 JNT2173 SAME AS ITEM 2161 BUT 700 MM DIA. 4527.58 JNT2174 SAME AS ITEM 2161 BUT 750 MM DIA. 5196.34 JNT2175 SAME AS ITEM 2161 BUT 800 MM DIA. 6381.20 JNT2176 SAME AS ITEM 2161 BUT 900 MM DIA. 6381.20 JNT2177 SAME AS ITEM 2161 BUT 1000MM DIA. 8245.17 JNT2178 SAME AS ITEM 2161 BUT 1100MM DIA. 9283.40 JNT2179 SAME AS ITEM 2161 BUT 1200MM DIA. 10118.34 JNT2180 MAKING JOINTS OF 80MM DIA. FLANGED PIPES & SPECIALS. 173.19 JNT2181 SAME AS ITEM 2180 BUT 100 MM DIA. 277.00 JNT2182 SAME AS ITEM 2180 BUT 125 MM DIA. 304.04 JNT2183 SAME AS ITEM 2180 BUT 150 MM DIA. 432.87 JNT2184 SAME AS ITEM 2180 BUT 200 MM DIA. 482.03 JNT2185 SAME AS ITEM 2180 BUT 250 MM DIA. 688.77 JNT2186 SAME AS ITEM 2180 BUT 300 MM DIA. 737.82 JNT2187 SAME AS ITEM 2180 BUT 350 MM DIA. 988.04 JNT2188 SAME AS ITEM 2180 BUT 400 MM DIA. 1377.30 JNT2189 SAME AS ITEM 2180 BUT 450 MM DIA. 1717.14 JNT2190 SAME AS ITEM 2180 BUT 500 MM DIA. 1815.87 JNT2191 SAME AS ITEM 2180 BUT 600 MM DIA. 2381.95 JNT2192 SAME AS ITEM 2180 BUT 700 MM DIA. 2900.02 JNT2193 SAME AS ITEM 2180 BUT 750 MM DIA. 3078.14 JNT2194 SAME AS ITEM 2180 BUT 800 MM DIA. 4494.04 JNT2195 SAME AS ITEM 2180 BUT 900 MM DIA. 5215.14 JNT2196 SAME AS ITEM 2180 BUT 1000MM DIA. 6170.91 JNT2197 CARTING, LAYING & TESTING OF C.I.S & S CLASS 'LA' TYTON JOINT & LEAD

JOINT PIPES & SPECIALS 80 MM DIA. 14.50 RM2198 SAME AS ITEM 2097 BUT 100 MM DIA. 18.57 RM2199 SAME AS ITEM 2097 BUT 125 MM DIA. 24.04 RM2200 SAME AS ITEM 2097 BUT 150 MM DIA. 30.01 RM2201 SAME AS ITEM 2097 BUT 200 MM DIA. 43.79 RM2202 SAME AS ITEM 2097 BUT 250 MM DIA. 59.08 RM2203 SAME AS ITEM 2097 BUT 300 MM DIA. 76.31 RM2204 SAME AS ITEM 2097 BUT 350 MM DIA. 90.88 RM2205 SAME AS ITEM 2097 BUT 400 MM DIA. 110.32 RM2206 SAME AS ITEM 2097 BUT 450 MM DIA. 133.26 RM2207 SAME AS ITEM 2097 BUT 500 MM DIA. 156.21 RM2208 SAME AS ITEM 2097 BUT 600 MM DIA. 207.82 RM2209 SAME AS ITEM 2097 BUT 700 MM DIA. 268.53 RM2210 SAME AS ITEM 2097 BUT 750 MM DIA. 300.77 RM2211 MAKE SPECIAL RUBBER GASKET TYTON JOINT C.I.S. & S PIPES & SPECIALS

ALL CLASSES 80 MM OR 100 MM DIA. 13.96 JNT2212 SAME AS ITEM 2211 BUT 125 OR 150 MM DIA. 19.50 JNT2213 SAME AS ITEM 2211 BUT 200 MM DIA. 23.90 JNT2214 SAME AS ITEM 2211 BUT 250 MM DIA. 29.83 JNT2215 SAME AS ITEM 2211 BUT 300 MM DIA. 40.27 JNT2216 SAME AS ITEM 2211 BUT 350 MM DIA. 50.86 JNT2217 SAME AS ITEM 2211 BUT 400 MM DIA. 61.29 JNT2218 SAME AS ITEM 2211 BUT 450 MM DIA. 69.13 JNT

2219 SAME AS ITEM 2211 BUT 500 MM DIA. 80.23 JNT2220 SAME AS ITEM 2211 BUT 600 MM DIA. 87.33 JNT2221 SAME AS ITEM 2211 BUT 700 MM DIA. 107.09 JNT2222 SAME AS ITEM 2211 BUT 750 MM DIA. 125.66 JNT2223 MAKING RUBBER RING FLANGED JOINTS (USING C.I. DETACHABLE JOINTS)

A.C.PRESURE PIPES & C.I. PLAIN ENDED SPECIALS ALL CLASSES 50, 80 OR100 MM DIA. 13.96 JNT

2224 SAME AS ITEM 2223 BUT 125 OR 150 MM DIA. 19.50 JNT2225 SAME AS ITEM 2223 BUT 200 MM DIA. 23.90 JNT2226 SAME AS ITEM 2223 BUT 250 MM DIA. 29.83 JNT2227 SAME AS ITEM 2223 BUT 300 MM DIA. 40.27 JNT

2227.10 SAME AS ITEM 2223 BUT 350 MM DIA. 58.39 JNT2227.20 SAME AS ITEM 2223 BUT 400 MM DIA. 84.67 JNT

2228 MAKING JOINTS OF STEEL CYLINDER REINFORCED CONCRET PIPES OFCLASS III & SPECIAL 200 MM DIA. 989.45 JNT

2229 SAME AS ITEM 2228 BUT 250 MM DIA. 1329.46 JNT2230 SAME AS ITEM 2228 BUT 300 MM DIA. 1588.21 JNT2231 SAME AS ITEM 2228 BUT 350 MM DIA. 1961.08 JNT2232 SAME AS ITEM 2228 BUT 400 MM DIA. 2233.77 JNT2233 SAME AS ITEM 2228 BUT 450 MM DIA. 2712.02 JNT2234 SAME AS ITEM 2228 BUT 500 MM DIA. 3015.37 JNT2235 SAME AS ITEM 2228 BUT 600 MM DIA. 3590.64 JNT2236 SAME AS ITEM 2228 BUT 700 MM DIA. 4341.31 JNT2237 SAME AS ITEM 2228 BUT 900 MM DIA. 5834.11 JNT2238 SAME AS ITEM 2228 BUT 1100MM DIA. 6823.12 JNT2239 SAME AS ITEM 2228 BUT 1200MM DIA. 8051.33 JNT2240 RATE TO REGULATE PAYMENT OF EXCESS NO. 1:1.5 CEMENT MORTAR

JOINTS IN 80 MM SIZE P1 QUALITY R.C.C. PRESURE PIPE. 74.80 JNT2241 SAME AS ITEM 2240 BUT FOR 100 MM DIA. 88.46 JNT2242 SAME AS ITEM 2240 BUT FOR 150 MM DIA. 102.65 JNT2243 SAME AS ITEM 2240 BUT FOR 250 MM DIA. 123.22 JNT2244 SAME AS ITEM 2240 BUT FOR 300 MM DIA. 167.78 JNT2245 SAME AS ITEM 2240 BUT P2 QUALITY PIPES 80 MM DIA. 74.80 JNT2246 SAME AS ITEM 2241 BUT P2 QUALITY PIPES 100 MM DIA. 88.46 JNT2247 SAME AS ITEM 2242 BUT P2 QUALITY PIPES 150 MM DIA. 102.65 JNT2248 SAME AS ITEM 2247 BUT 250 MM DIA. 127.98 JNT2249 SAME AS ITEM 2247 BUT 300 MM DIA. 181.24 JNT2250 SAME AS ITEM 2247 BUT 350 MM DIA. 212.68 JNT2251 SAME AS ITEM 2247 BUT 400 MM DIA. 249.01 JNT2252 SAME AS ITEM 2247 BUT 450 MM DIA. 306.68 JNT2253 SAME AS ITEM 2247 BUT 500 MM DIA. 345.03 JNT2254 SAME AS ITEM 2247 BUT 600 MM DIA. 429.52 JNT2255 SAME AS ITEM 2240 BUT FOR P3 QUALITY PIPES 80 MM DIA. 74.80 JNT2256 SAME AS ITEM 2241 BUT FOR P3 QUALITY PIPES 100MM DIA. 88.46 JNT2257 SAME AS ITEM 2242 BUT FOR P3 QUALITY PIPES 150MM DIA. 102.65 JNT2258 SAME AS ITEM 2257 BUT FOR 250 MM DIA. 132.96 JNT2259 SAME AS ITEM 2257 BUT FOR 300 MM DIA. 189.93 JNT2260 SAME AS ITEM 2257 BUT FOR 350 MM DIA. 235.13 JNT2261 SAME AS ITEM 2257 BUT FOR 400 MM DIA. 274.56 JNT2262 RATE TO REGULATE PAYMENT FOR MAKING LEAD & SPUN YARN JOINTS IN

R.C.C. P1 QUALITY PIPES 80 MM DIA. 514.47 JNT2263 SAME AS ITEM 2262 BUT 100 MM DIA. 631.64 JNT2264 SAME AS ITEM 2262 BUT 150 MM DIA. 867.44 JNT2265 SAME AS ITEM 2262 BUT 250 MM DIA. 1454.96 JNT2266 SAME AS ITEM 2262 BUT 300 MM DIA. 1640.49 JNT

2267 SAME AS ITEM 2262 BUT PC QUALITY PIPES 80 MM DIA. 514.47 JNT2268 SAME AS ITEM 2263 BUT 100 MM DIA. 631.64 JNT2269 SAME AS ITEM 2264 BUT 150 MM DIA. 867.44 JNT2270 SAME AS ITEM 2264 BUT 250 MM DIA. 1468.06 JNT2271 SAME AS ITEM 2264 BUT 300 MM DIA. 1729.97 JNT2272 SAME AS ITEM 2264 BUT 350 MM DIA. 2031.56 JNT2273 SAME AS ITEM 2264 BUT 400 MM DIA. 2390.96 JNT2274 SAME AS ITEM 2264 BUT 450 MM DIA. 3223.97 JNT2275 SAME AS ITEM 2264 BUT 500 MM DIA. 3480.81 JNT2276 SAME AS ITEM 2264 BUT 600 MM DIA. 4440.75 JNT2277 SAME AS ITEM 2262 BUT P3 QUALITY PIPES 80 MM DIA. 514.47 JNT2278 SAME AS ITEM 2263 BUT 100 MM DIA. 631.64 JNT2279 SAME AS ITEM 2264 BUT 150 MM DIA. 867.44 JNT2280 SAME AS ITEM 2264 BUT 250 MM DIA. 1506.78 JNT2281 SAME AS ITEM 2264 BUT 300 MM DIA. 1789.62 JNT2282 SAME AS ITEM 2264 BUT 350 MM DIA. 2137.54 JNT2283 SAME AS ITEM 2264 BUT 400 MM DIA. 2535.24 JNT2284 CUTTING 15 - 25 MM DIA. M.M. GALVANISED PIPES INCLUDING THREADING,

SHAPING & FINISHING THE ENDS. 10.38 CUT2285 SAME AS ITEM 2284 BUT 32 TO 50 MM DIA. 15.44 CUT2286 SAME AS ITEM 2284 BUT 65 TO 80 MM DIA. 20.64 CUT2287 SAME AS ITEM 2284 BUT 100 TO 150 MM DIA. 41.84 CUT2288 CUTTING 50-100 MM DIA A.C. PIPE INCLUDING SHAPING & FINISHING THE

ENDS. 33.47 CUT2289 SAME AS ITEM 2288 BUT 125 OR 150 MM DIA. 44.59 CUT2290 SAME AS ITEM 2288 BUT 200 OR 250 MM DIA. 66.88 CUT2291 SAME AS ITEM 2288 BUT 300 MM DIA. 89.18 CUT2292 CUTTING C.I. (SPUN) PIPES (CLASS LA AND A) OR SPECIALS INCLUDING

SHAPING & FINISHING THE ENDS 80 TO 300 MM DIA. 111.69 CUT2293 SAME AS ITEM 2292 BUT 350 TO 750 MM DIA. 349.80 CUT2294 SAME AS ITEM 2292 BUT 800 TO 1000 MM DIA. 826.98 CUT2295 SAME AS ITEM 2292 BUT 1100 TO 1200 MM DIA. 1345.28 CUT2296 CUTTING 200 TO 400 MMD DIA. STEEL CYLINDER R.C.C. PIPES & SPECIALS

INCLUDING SHAPING & FINISHING THE ENDS. 306.54 CUT2297 SAME AS 2296 BUT 450 TO 600 MM DIA. 640.92 CUT2298 SAME AS 2296 BUT 700 TO 900 MM DIA. 1309.76 CUT2299 SAME AS 2296 BUT 1100 TO 1200 MM DIA. 1950.60 CUT2300 MAKING CONNECTION WITH EXISTING M.S. GALVANISED MAINS UPTO 25 MM

DIA. 334.40 CONN2301 SAME AS ITEM 2300 BUT 32 TO 40 MM DIA. 446.27 CONN2302 SAME AS ITEM 2300 BUT 50 TO 80 MM DIA. 585.20 CONN2303 SAME AS ITEM 2300 BUT 100 TO 150 MM DIA. 1086.78 CONN2304 CUTTING EXISTING A.C. MAINS 50 TO 125 MM DIA., MAKING CONNECTION,

BAILING OUT OF WATER ETC. 920.00 CONN2305 SAME AS ITEM 2304 BUT 150 TO 300 MM DIA. 1489.08 CONN2306 CUTTING OF EXISTING 80 TO 150 MM DIA. S & S OR FLANGED C.I. RUNNING

MAINS, MAKING CONNECTION, BAILING OUT OF WATER ETC. 699.60 CONN2307 SAME AS ITEM 2306 BUT 200 TO 300 MM DIA. 1680.40 CONN2308 SAME AS ITEM 2306 BUT 350 TO 450 MM DIA. 2872.44 CONN2309 SAME AS ITEM 2306 BUT 500 TO 600 MM DIA. 3810.04 CONN2310 SAME AS ITEM 2306 BUT 700 TO 750 MM DIA. 5078.48 CONN2311 SAME AS ITEM 2306 BUT 800 TO 1000 MM DIA. 7485.75 CONN2312 SAME AS ITEM 2306 BUT 1100 TO 12000 MM DIA. 9131.25 CONN

2313 DISMANTLING 15 MM DIA. SCREWED & SOCKETED M.S. GALVANISED PIPES,

SPECIALS & FITTINGS INCLUDING TAKEN OUT FROM INTERNAL WORKS. 23.22 RM2314 SAME AS ITEM 2313 BUT 20 MM DIA. 32.49 RM2315 SAME AS ITEM 2313 BUT 25 MM DIA. 48.73 RM2316 SAME AS ITEM 2313 BUT 32 MM DIA. 61.24 RM2317 SAME AS ITEM 2313 BUT 40 MM DIA. 68.72 RM2318 SAME AS ITEM 2313 BUT TAKEN OUT FROM TRENCHES 15 MM DIA. 8.40 RM2319 SAME AS ITEM 2318 BUT 20 MM DIA. 11.74 RM2320 SAME AS ITEM 2318 BUT 25 MM DIA. 16.44 RM2321 SAME AS ITEM 2318 BUT 32 MM DIA. 21.29 RM2322 SAME AS ITEM 2318 BUT 40 MM DIA. 23.22 RM2323 SAME AS ITEM 2318 BUT 50 MM DIA. 30.66 RM2324 SAME AS ITEM 2318 BUT 65 MM DIA. 38.98 RM2325 SAME AS ITEM 2318 BUT 80 MM DIA. 48.24 RM2326 SAME AS ITEM 2318 BUT 100 MM DIA. 63.51 RM2327 SAME AS ITEM 2318 BUT 125 MM DIA. 78.78 RM2328 SAME AS ITEM 2318 BUT 150 MM DIA. 93.56 RM2329 TAKING OUT 50 OR 80 MM DIA. A.C. PR. PIPES, SPECIALS & FITTINGS

(EXCLUDING DISMANTLING & REMOVAL OF DETACHABLE JOINTS.) 7.97 RM2330 SAME AS ITEM 2329 BUT 100 MM DIA. 9.81 RM2331 SAME AS ITEM 2329 BUT 125 MM DIA. 11.55 RM2332 SAME AS ITEM 2329 BUT 150 MM DIA. 13.60 RM2333 SAME AS ITEM 2329 BUT 200 MM DIA. 15.73 RM2334 SAME AS ITEM 2329 BUT 250 MM DIA. 19.63 RM2335 SAME AS ITEM 2329 BUT 300 MM DIA. 23.72 RM2336 DISANMTLING OF LEAD CAULKED JOINTS OF 80 - 300 MM DIA. C.I. PIPES,

SPECIALS AND FITTINGS. 599.00 JNT2337 SAME AS ITEM 2336 BUT 350 - 600 MM DIA. 1622.52 JNT2338 SAME AS ITEM 2336 BUT 700 - 900 MM DIA. 2927.16 JNT2339 SAME AS ITEM 2336 BUT 1000 - 1200 MM DIA. 5257.98 JNT2340 DISMANTLING FLANGED JOINTS OF 80 MM DIA. C.I. PIPES, SPECIALS &

FITTINGS. 69.63 JNT2341 SAME AS ITEM 2340 BUT 100 - 200 MM DIA. 136.59 JNT2342 SAME AS ITEM 2340 BUT 250 - 300 MM DIA. 200.88 JNT2343 SAME AS ITEM 2340 BUT 350 - 400 MM DIA. 265.15 JNT2344 SAME AS ITEM 2340 BUT 450 - 600 MM DIA. 332.12 JNT2345 SAME AS ITEM 2340 BUT 700 - 800 MM DIA. 399.06 JNT2346 SAME AS ITEM 2340 BUT 900 - 1000 MM DIA. 468.71 JNT2347 DISMANTLING OF CEMENT & LEAD CAULKED JOINTS OF 200 MM DIA. STEEL

CYLINDER R.C.C. PIPES & SPECIALS. 451.80 JNT2348 SAME AS ITEM 2347 BUT 250 MM DIA. 593.59 JNT2349 SAME AS ITEM 2347 BUT 300 MM DIA. 693.15 JNT2350 SAME AS ITEM 2347 BUT 350 MM DIA. 847.01 JNT2351 SAME AS ITEM 2347 BUT 400 MM DIA. 908.62 JNT2352 SAME AS ITEM 2347 BUT 450 MM DIA. 1209.63 JNT2353 SAME AS ITEM 2347 BUT 500 MM DIA. 1338.51 JNT2354 SAME AS ITEM 2347 BUT 600 MM DIA. 1635.71 JNT2355 SAME AS ITEM 2347 BUT 700 MM DIA. 2044.99 JNT2356 SAME AS ITEM 2347 BUT 900 MM DIA. 2788.65 JNT2357 SAME AS ITEM 2347 BUT 1100 MM DIA. 3430.40 JNT2358 SAME AS ITEM 2347 BUT 1200 MM DIA. 3983.83 JNT2359 TAKING OUT OF C.I. S & S PIPES (SPUN CLASS LA LEAD & SPUNYARN

JOINTED OR RUBBER RING GASKET TYTON JOINTED) 80 MM DIA. 10.00 RM

2360 SAME AS ITEM 2359 BUT 100 MM DIA. 12.71 RM2361 SAME AS ITEM 2359 BUT 125 MM DIA. 16.44 RM2362 SAME AS ITEM 2359 BUT 150 MM DIA. 20.50 RM2363 SAME AS ITEM 2359 BUT 200 MM DIA. 29.96 RM2364 SAME AS ITEM 2359 BUT 250 MM DIA. 40.34 RM2365 SAME AS ITEM 2359 BUT 300 MM DIA. 52.20 RM2366 SAME AS ITEM 2359 BUT C.I. FLANGED PIPE (CLASS A) 80 MM DIA. 11.32 RM2367 SAME AS ITEM 2366 BUT 100 MM DIA. 14.32 RM2368 SAME AS ITEM 2366 BUT 125 MM DIA. 18.51 RM2369 SAME AS ITEM 2366 BUT 150 MM DIA. 23.18 RM2370 SAME AS ITEM 2366 BUT 200 MM DIA. 33.43 RM2371 SAME AS ITEM 2366 BUT 250 MM DIA. 44.76 RM2372 SAME AS ITEM 2366 BUT 300 MM DIA. 57.94 RM2373 SAME AS ITEM 2359 BUT STEEL CYLINDER R.C.C. PIPES (CLASS III) 200 MM

DIA. 47.82 RM2374 SAME AS ITEM 2373 BUT 250 MM DIA. 72.64 RM2375 SAME AS ITEM 2373 BUT 300 MM DIA. 85.10 RM2376 SAME AS ITEM 2359 BUT C.I. S & S PIPES (SPUN CLASS LA LEAD YARN

JOINTED OR RUBBER RING GASKET TYTON JOINTED) 350 MM DIA. 68.17 RM2377 SAME AS ITEM 2376 BUT 400 MM DIA. 82.88 RM2378 SAME AS ITEM 2376 BUT 450 MM DIA. 99.92 RM2379 SAME AS ITEM 2376 BUT 500 MM DIA. 117.21 RM2380 SAME AS ITEM 2376 BUT 600 MM DIA. 156.06 RM2381 SAME AS ITEM 2376 BUT 700 MM DIA. 201.55 RM2382 SAME AS ITEM 2376 BUT 750 MM DIA. 225.68 RM2383 SAME AS ITEM 2376 BUT FOR C.I. FLANGED PIPE (VERTICALLY CAST CLASS

A) 350 MM DIA. 75.91 RM2384 SAME AS ITEM 2383 BUT 400 MM DIA. 93.15 RM2385 SAME AS ITEM 2383 BUT 450 MM DIA. 112.02 RM2386 SAME AS ITEM 2383 BUT 500 MM DIA. 130.45 RM2387 SAME AS ITEM 2383 BUT 600 MM DIA. 174.55 RM2388 SAME AS ITEM 2383 BUT 700 MM DIA. 226.98 RM2389 SAME AS ITEM 2383 BUT 750 MM DIA. 254.96 RM2390 SAME AS ITEM 2376 BUT STEEL CYLINDER REINFORCED PIPE (CLAS III) 350

MM DIA. 101.25 RM2391 SAME AS ITEM 2390 BUT 400 MM DIA. 114.10 RM2392 SAME AS ITEM 2390 BUT 450 MM DIA. 152.82 RM2393 SAME AS ITEM 2390 BUT 500 MM DIA. 182.47 RM2394 SAME AS ITEM 2390 BUT 600 MM DIA. 214.31 RM2395 SAME AS ITEM 2390 BUT 700 MM DIA. 247.04 RM2396 SAME AS ITEM 2376 BUT 800 MM DIA. 284.93 RM2397 SAME AS ITEM 2376 BUT 900 MM DIA. 347.87 RM2398 SAME AS ITEM 2376 BUT 1000 MM DIA. 418.47 RM2399 SAME AS ITEM 2383 BUT 800 MM DIA. 301.37 RM2400 SAME AS ITEM 2383 BUT 900 MM DIA. 365.79 RM2401 SAME AS ITEM 2383 BUT 1000 MM DIA. 442.58 RM2402 SAME AS ITEM 2390 BUT 900 MM DIA. 331.51 RM2403 SAME AS ITEM 2376 BUT 1100 MM DIA. 522.95 RM2404 SAME AS ITEM 2376 BUT 1200 MM DIA. 609.94 RM2405 SAME AS ITEM 2390 BUT 1100 MM DIA. 504.78 RM2406 SAME AS ITEM 2390 BUT 1200 MM DIA. 649.09 RM2407 DISMANTLING OF SPECIAL RUBBER GASKET TYTON JOINTS OF C.I. S & S ALL

CLASS OF PIPES, SPECIALS & FITTINGS 80 - 100 MM DIA. 14.07 JNT2408 SAME AS ITEM 2407 BUT 125 - 150 MM DIA. 21.36 JNT2409 SAME AS ITEM 2407 BUT 200 MM DIA. 27.02 JNT

2410 SAME AS ITEM 2407 BUT 250 MM DIA. 31.19 JNT2411 SAME AS ITEM 2407 BUT 300 MM DIA. 38.01 JNT2412 SAME AS ITEM 2407 BUT 350 MM DIA. 46.53 JNT2413 SAME AS ITEM 2407 BUT 400 MM DIA. 54.98 JNT2414 SAME AS ITEM 2407 BUT 450 MM DIA. 59.70 JNT2415 SAME AS ITEM 2407 BUT 500 MM DIA. 69.57 JNT2416 SAME AS ITEM 2407 BUT 600 MM DIA. 76.71 JNT2417 SAME AS ITEM 2407 BUT 700 MM DIA. 85.95 JNT2418 SAME AS ITEM 2407 BUT 750 MM DIA. 93.07 JNT2419 DISMANTLING OF C.I. DETACHABLE JOINTS OF A.C. PRESSURE MAIN 50 -100

MM DIA. 14.07 JNT2420 SAME AS ITEM 2419 BUT 125 - 150 MM DIA. 21.36 JNT2421 SAME AS ITEM 2419 BUT 200 MM DIA. 27.02 JNT2422 SAME AS ITEM 2419 BUT 250 MM DIA. 31.19 JNT2423 SAME AS ITEM 2419 BUT 300 MM DIA. 38.01 JNT2424 DISMANTLING OF C.I. M.H. COVER WITH FRAMES 455 - 610 MM CLEAR SIZE.

445.89 NO.2425 DISMANTLING OF C.I. SURFACE BOX 200 - 350 MM SIZE. 153.11 NO.2426 SAME AS ITEM 2425 BUT UPTO 150 MM SIZE. 78.19 NO.2427 DISMANTLING SCREWED TYPE AIR VALUE. 251.03 NO.2428 MAKING FERRULE CONNECTION IN 50 - 300 MM DIA. A.C. EXISTING MAINS

WITH 10 OR 15 MM SIZE FERRULE. 378.95 CONN2429 INSERTING & FIXING WATER METER OR FITTING SUCH AS STOP COCKS,

WHEEL VALVE ETC. UPTO 25 MM DIA. IN EXISTING M.S. GALVANISED PIPES. 273.10 CONN2430 SAME AS ITEM 2429 BUT 32 - 40 MM DIA. 400.94 CONN2431 SAME AS ITEM 2429 BUT 50 - 80 MM DIA. 557.32 CONN2432 SAME AS ITEM 2429 BUT 100-150 MM DIA. 1003.20 CONN2433 FIXING OF 10 - 15 MM SIZE BRASS FERRULE IN EXISTING C.I. OR M.S.

GALVANISED PIPE (50 MM & ABOVE). 334.40 CONN2434 SAME AS ITEM 2433 20 - 25 MM . 473.32 CONN2435 SAME AS ITEM 2433 32 - 50 MM . 613.09 CONN2436 CARTING & PLACING OF C.I. M.H. HEAVY DUTTY 500 - 560 MM (CLEAR

OPENING) SIZE. 365.20 NO.2437 SAME AS ITEM 2346 BUT MEDIUM DUTY (SIZE 610 X 445 MM ). 250.69 NO.2438 SAME AS ITEM 2346 BUT LIGHT DUTTY RECTANGULAR. 155.72 NO.2439 SAME AS ITEM 2436 BUT MEDIUM OR LIGHT DUTY FOR STANDARD SIZE (250 -

455 MM). 132.04 NO.2440 CARTAGE & FIXING OF C.I. OR M.S. SURFACE BOX UPTO 200 MM DIA. 99.50 NO.2441 MAKING I.S.S. THREADS IN 15 - 25 MM DIA. GALVANISED M.S. PIPES. 15.59 END2442 SAME AS ITEM 2441 BUT 32 - 50 MM DIA. 26.25 END2443 SAME AS ITEM 2441 BUT 65 - 80 MM DIA. 41.84 END2444 SAME AS ITEM 2441 BUT 100 - 150 MM DIA. 82.01 END2445 CARTAGE & FIXING OF SLUICE VALVE OR REFLUX VALVE 50 - 125 MM DIA.

INCLUDING JOINTING WITH JOINTING MATERIAL 181.62 NO.2446 SAME AS ITEM BUT 150 - 200 MM DIA. 295.38 NO.2447 SAME AS ITEM BUT 250 - 300 MM DIA. 553.82 NO.2448 SAME AS ITEM BUT 350 - 400 MM DIA. 757.90 NO.2449 SAME AS ITEM BUT 450 - 600 MM DIA. 1078.52 NO.2450 CARTING & FIXING OF 20 - 25 SCREWED DOWN AIR VALVE IN C.I. MAINS. 306.54 NO.2451 SAME AS ITEM 2450 BUT 65 - 80 MM DIA. FLANGED AIR VALVE OR FIRE

HYDRANT OVER EXISTING FLANGED TEE. 195.93 NO.2452 BORING OF 150 MM DIA. BY PALM & PRESSURE METHOD 0-30 M. DEEP. 218.53 RM2453 SAME AS ITEM 2452 BUT 31-50 M. DEEP. 240.53 RM

2454 BORING OF 150 MM DIA. BY CASING METHOD 0-30 M. DEEP INCLUDINGEXTRACTION OF CASING PIPE. 327.80 RM

2455 SAME AS ITEM 2454 BUT 31-50 M. DEEP. 360.80 RM2456 LOWERING OF HAND PUMP ASSEMBLY 0-45 M. DEEP. 8.03 RM2457 INSTALLATION & DEVELOPMENT OF HAND PUMP. 1107.35 NO.2458 HIRE CHARGES OF BORING T & P AND CARTAGE OF HAND PUMP MATERIAL

BY TRACTOR TROLLEY. L.S.2459 FILLING COARSE SAND ROUND THE HAND PUMP ASSEMBLY (EXCLUDE COST

OF SAND). 110.00 CUM2460 CARTING, LAYING & TESTING OF DUCTILE IRON S & S CLASS K PIPES &

SPECIALS 80 MM DIA. 13.24 RM2461 SAME AS ITEM 2097 BUT 100 MM DIA. 16.75 RM2462 SAME AS ITEM 2097 BUT 125 MM DIA. 21.42 RM2463 SAME AS ITEM 2097 BUT 150 MM DIA. 26.47 RM2464 SAME AS ITEM 2097 BUT 200 MM DIA. 37.48 RM2465 SAME AS ITEM 2097 BUT 250 MM DIA. 50.14 RM2466 SAME AS ITEM 2097 BUT 300 MM DIA. 64.32 RM2467 SAME AS ITEM 2097 BUT 350 MM DIA. 74.37 RM2468 SAME AS ITEM 2097 BUT 400 MM DIA. 89.71 RM2469 SAME AS ITEM 2097 BUT 450 MM DIA. 107.97 RM2470 SAME AS ITEM 2097 BUT 500 MM DIA. 126.18 RM2471 SAME AS ITEM 2097 BUT 600 MM DIA. 167.23 RM2472 SAME AS ITEM 2097 BUT 700 MM DIA. 215.00 RM2473 SAME AS ITEM 2097 BUT 800 MM DIA. 250.32 RM

------End-----

ANNEXURE

Annexure 2

DESIGN OF DRILLING AND SIZE OF PIIPES FOR CONSTRUCTION OF TUBE WELL

NAME OF SCHEME : BODAWAL G.O.V.WATER SUPPLY SCHEME, BASTI

Discharge required 1250 LPM 75 Cum/hr. 0.0208 Cum/Sec.

DESIGEN CRITERIA A . SIZE OF PIPE (SCREEN /SOLTTED PIPES)

For discharge of 75 cum/hr permissible limit of velocity for following size of pipes are as follows Sl.No. Size of pipes Velocity in M per Sec. Remarks Value of “C” 1 150mm. dia. 1.177 Suitable size 100 2 200mm. dia. 0.662 Suitable size 100 3 300mm. dia. 0.294 Over size except housing 100 Permissible vertical velocity is 0.60 to 1.20 m/sec. value of velocity at 150mm. dai. And 200mm. dia. in the range, but we take safer side of low velocity dia. . Hence 200 mm. dia. M.S.E.R.W. pipe will be suitable for construction of Tube Well . B LENGTH OF SLOTTED PIPES Taking 15% opening area and contraction coefficient as 0.5 for slot size 3/64” x 3” The effective opening area for one m. length 0.0471 Sqm. Horizontal velocity mtr/sec. as per IS code Max permissible entrance velocity 0.03 m/Sec. To ensure longer life of Tube Well design velocity 0.02 m./sec. Hence effective length of slotted pipe 22.08 m. Length of slotted pipe including plain length at both ends of slotted pipes after addjng 2.4 m. as each pipe in 6 m. in length contain 30cm. plain on both ends

24.48 m.

Length of slotted pipe proposed for construction of Tube Well considering potential & thickness of strata of Tube Well constructed hereby proposed scheme

25 m.

C DRILLING SIZE (a ) For Casing Pipe 200mm. dia. as Plain/Screen Pipe Size of pipe 200 mm.N.B. O.D. of pipe 219 mm. Thickness of Gravel shroud around the screen as per norms. 10 to22 cm. Tacking thickness of Gravel shroud around the screen 15 cm. The Drilling Size for Casing of 200mm. dia. Pipe O.D. of pipe 219 mm. Thickness of Gravel shroud the around the screen. 150 mm. Hence bore dia( 219 + 150 x 2 = 519) 519 mm.

Hence size of bore for 200mm.casing pipe has been taking into consideration 500 mm. (b) For Casing Pipe of 300mm. dia. as Housing Pipe Size of pipe 300 mm.N.B. O.D. of pipe 323.9 mm. Thickness of Gravel shroud around the screen as per norms. 13 to18 cm. Tacking thickness of Gravel shroud around the screen 15 cm. The Drilling Size for Casing of 300mm. dia. Pipe O.D. of pipe 323.9 mm. Thickness of Gravel shroud the around the screen. 150 mm. Hence bore dia( 323.9 + 150 x 2 = 623.9) 623.9 mm. Hence size of bore for 300mm.casing pipe has been taking into consideration 625 mm. D SIZE OF HOUSING PIPE Alternative I (i) Outer dia. of 1250 lpm Submersible Pump in general 183 mm. Verticality tolerance as 100mm. in 30 m.length in one plane(as per IS)183+100 283 mm. Alternative II (ii) Flanged Column pipe used by Pump Size 150 mm. PCD of Flange 228.6 mm. Outer dia of Flage 279.4 Mm Alternative III (iii) Development Recommended discharge as per IS 2800, 60% of yield of TW.O.P. Unit capacity 2000 LPM Commercial rating of O.P. Unit 3 Cusec 5100 LPM Bowl dia of O.P. Unit 248 mm.(aprox) Considering all alternative (limitations) selected size of Housing Pipe 300 mm. E DEPTH OF TUBE WELL (i) Drilling depth of Tube Well bore = 132 m. (ii) Lowering of Tube Well assembly = 120 m. (iii) Drilling depth is taken at least 10% higher than lowering of Tube Well assembly length to

accommodate the settlement of bore mud and falling strata of bore during pulling of Drill Rod and lowering of Tube Well assembly to ensure the full and proper lowering of Tube Well assembly

ASSISTANT ENGINEER EXECUTIVE ENGINEER

Annexure 3 SELECTION OF DOZER BODAWAL G.O.V. W/S SCHEME, BASTI

Discharge = 1250 LPM Water produced per Hr. = 1250 x 60 = 75000 LPH 1 Gallon = 4.546 Litres Water Produced per Hr. in Gallon = 75000 LPH = 17817.86(GPH) 4.546 Assume the pumping hours of Pump per day as 12 Hr. water produced per day 197976.24 GPD Assume the residual chlorine required in water is 1 PPM and recharging of Dozer is to be made after 24 Hrs.

FORMULA Capacity of Dozer = Q x K x T P Where Q = Quantity of water produced per day = 197976.24 GPD K = Residue chlorine required = 1 PPM T = Interval of charging of Dozer = 24 Hrs. P = Percentage of Chlorine in Bleaching = 25% So Capacity of Dozer = 197976.24 x 1 x 24 x 100

10 x 25

= 197976.24 x 2400 10 x 25

= 475142976 10 x 25 = 19005719.04 1000000 = 19.00 SAY = 24 Gallon ASSISTANT ENGINEER

Annexure - 5

A VOLUME OF BORE

22/7 (0.625/2 x 0.625/2 x 40 + 0.500/2 x 0.500/2 x 92)

3.14 ( 3.90 + 5.75 )

30.30 m³

B VOLUME OF TUBEWELL ASSEMBLY

22/7 ( 0.300/2 x 0.300/2 x 35 + 0.200/2 x 0.200/2 x 85 )

3.14 ( 0.787 + 0.85 )

5.14 m³

C VOLUME OF ANNULAR SPACE OF TUBEWELL(A-B)

30.30 - 5.14 = 25.16 m³

D ABOVE OF 50%

25.16/2 = 12.58 m³

E CONSUMPTION OF PEA GRAVEL(C+D)

25.16 + 12.58 = 37.74 m³

SAY 38.00 m³

ASSISTANT ENGINEER

OFFICE OF THE EXECUTIVE ENGINEER CONSTRUCTION DIVISION(E./M.),

CONSUMPTION OF PEE GRAVEL OF 120 M. DEEP TUBEWELL SIZE OF TUBEWELL 300X200 MM.

U.P. JAL NIGAM, GORAKHPUR

BODAWAL G.O.V. W/S SCHEME, BASTI

CLEARIFICATION ABOUT TRANSPORTATION BODAWAL DISTRICT BASTI

Item No. 1 A.1 is for transportation of Rig Machine, however 1 A.2 is for

transportation of Rig Machine T & P such as Drill Raods, R.R. Bits, Base Plate, Fuel &

Lubricants, Camp Equipage & other T & P’s required during Drilling & Lowering of Tube

Well duly followed by Welding Machine . In actual two trips are required for the

transportation of aforesaid T & P’s i.e. why, in item No. 1 A.2 2 x 2 has been taken . For

transportation of Compressor T & P & O.P. Unit T & P such as Air Line, Fuel & Lubricants,

Crap Wrinch, Tripod etc. One trip of Truck followed by return trip for each unit (Compressor/

O.P. Unit) is required i.e. why 1 x 2 has been shown in the estimate .

SANITARY SURVEY FOR THE ASSESSMENT OF RISKS OF CONTAMINATION OF DRINKING WATER SOURCES

I Type of facility : DEEP BOREHOLE (Proposed for scheme) General Information

i. Location : Bardad ii. Gram Panchayat : Bardad

iii. District: Basti iv. Village code : Bardad v. Water authority Panchayat President Community Representative Signature

vi. Date of Visit: 25/04/13 vii. Is Water Sample Taken from near by source , :yes (Water Quality is acceptable) II. Specific Diagnostic Information for Assessment:

Sl. No. Diagnostic Information (Risks) Assessment (Yes /NO)

1. Is there a latrine or sewer within 30m of the pump house? No 2. Is the nearest latrine unsewered? (a pit latrine that percolates

to soil) No

3. Is there any other source of pollution within 10m of the Tube-well ?

No

4. Is there any other source of pollution within area of the well?

No

5. Is the drainage around pump house faulty? NA 6. Is there fencing around the installation drainage is any way

which allow animals access or any entry? NA

7. Is the floor of the pump house permeable to water?

NA

8. Is the well seal insanitary? NA 9. Does the chlorination record show any interruption in

dosing? NA

10. Is the free chlorine residual at the sample tap less than 0.2 mg/l?

NA

Total Score of risks 0/10 0/10 Risk Score: 9-10 = V.high 6-8 = High 3-5 = Intermediate 0-2 = low

DISASTER MANAGEMENT DATA SHEET Name of Scheme: BODWAL GROUP OF VILLAGES WATER SUPPLY SCHEME Estimated Cost (in Crores): Rs.2.76 S. No. Description Particulars Remarks

GENERAL 1. Name of District BASTI 2. Name of Gram Panchayat(s) covered BODWAL, BARDAND 3. Population covered(year 2015/2030/2045) 8700/10800/13200 4. Type of source Groundwater source

5. Type of scheme Multi Village Scheme (Small)

EARTHQUAKE

6.

a) Structure(s) under consideration OHT b) Latitude/Longitude of structure(s) 26045’16’’N/82053’20’’E c) Height of structure(s) above mean sea level 111.70 M

7. Proneness and vulnerability to earthquake (Any known geological fault nearby may be listed) No

8. Seismic zone of the site Zone IV

9. Probable maximum seismicity at site high probability of damaging ground motion

10. Site dependant seismic design parameters have been evaluated Yes

11. Soil liquefaction proneness under probable earthquake intensities has been evaluated Yes

12. BIS codes, National Building Code (NBC), and National Disaster Management Authority (NDMA) guidelines considered during design of structure(s)

Yes

FLOODS

13. a) Structure(s) under consideration Intake works/WTP/OHT/ Pipe

Lines/ etc. Non Flood Affected Area

b) Latitude/Longitude of structure(s) 26045’16’’N/82053’20’’E c) Height of structure(s) above mean sea level 111.70 M

14. Proneness and vulnerability to floods No 15. Past history of floods in the area N.A. 16. Maximum precipitation 1195 mm 17. Observed highest flood level N.A. 18. Frequency of flooding N.A. 19. Depth of flooding N.A. 20. Duration of flooding N.A. 21. Damage/loss (maximum, average, potential) N.A.


N.A.

WINDS AND CYCLONE

23. a) Structure(s) under consideration OHT b) Latitude/Longitude of structure(s) 26045’16’’N/82053’20’’E c) Height of structure(s) above mean sea level 111.70 M

24. Proneness and Vulnerability to Wind and Cyclone High damage risk zone

25. Frequency and intensity 44-47 m/sec.

26. Wind speed zone/Maximum wind speed High Damage Risk Zone / 44-47 m/sec.

27. Record of past storm surge No


Yes

LANDSLIDES

29. a) Structure(s) under consideration

Intake works/WTP/OHT/ Pipe Lines/ etc. N.A.

b) Latitude/Longitude of structure(s) 26045’16’’N/82053’20’’E c) Height of structure(s) above mean sea level 111.70 M

30. Proneness and vulnerability to landslides No 31. Location of hill slope w.r.t. site location N.A. 32. Past history of landslides N.A. 33. Possibility of mud flows/rock falls, etc. N.A.

34.

BIS codes, National Building Code (NBC), and National Disaster Management Authority (NDMA) guidelines considered during design of structure(s)

N.A.

EXISTENCE OF DAM OR BARRAGE UPSTREAM 35. Existence of dam or a barrage upstream None 36. Distance from the structure(s) N.A.

37. Was dam breach effect considered on the project? No

38. If yes, have the dam break analyses been carried out?

No

39. Has their impact on safety of the project been evaluated?

No

40. NDMA guidelines considered during design of structure(s) No

Notes: 1) Please refer the Disaster Management Guidelines prepared for the Project. 2) NDMA Guidelines may also be referred for any further clarifications. 3) Please ensure that the design of the scheme factors necessary BIS codes, National Building Codes (NBC)

and National Disaster Management Authority (NDMA) guidelines.

1

Environmental Data Sheet (EDS) for Water Supply Schemes

Name of Scheme: DPR FOR THE BODWAL GROUP OF VILLAGES WATER SUPPLY SCHEMES, UNDER RWSSP-LIS (WORLD BANK), CATEGORY: SMVS S.No. Description Particulars Remarks

GENERAL

1. Name of Habitation(s) Bodwal, Bodwal Bazar, Badhauni Urf Shivpur, Sukalipurva/ Harzan Basti & Bardad

5Nos. Habitations

2. Name of Gram Panchayat(s) Bodwal & Bardad 3. Name of Block(s) Bankati 4. Name of District Basti 5. Population (Present) 8174 Census(2011)

6. Total Water demand (Litres per day) 700 KLD Initial stage 2015

7. Present Water Supply (Litres per day) 70 lpcd

8. Present classification of Habitation (s) FC Hand pump Schemes

9. Problem with present water supply Project area is affected by AES/JE

10. Net demand of water from the proposed source (Litres/day) 700 KLD 11. Type of source Groundwater source

12. Type of Scheme Small Multi Village Scheme (MVS)

13. Is De-fluoridation/RO planned? No LOCATION

14. Where is the source located? Bardad Gram Panchayat

15. Has a sanitary survey of the source location been done? Enclose the report of the sanitary survey; conduct this survey as per the ECOP given in the Sanitary Survey of Water Supply Sources in the EMF.

YES Report enclosed

16.

Is any component of the scheme located in a forest area? if yes, obtain permission in writing from the forest Department. Legal status of forest: Area of forest land involved:

No

17.

Is the source is near (within 5 km) any ecologically sensitive area (National Parks, Wildlife Sanctuaries, Game Reserves, Bio-spheres, etc.)? Avoid the sensitive areas. If not possible, obtain permission in writing from the Forest Department and follow mitigation measures as suggested by the forest Department.

No

18.

Is any historical/archaeological/protected monument located within 300 m distance? If yes, give details of monument: Name of Monument: Status of Monument: Distance from site:

No

19.

Are any trees likely to be cut at the location for construction of the scheme? If yes, mention the number of trees per each species. Obtain permission in writing from the Forest Department.

No

2

20. Have approved/legal sources been identified for the construction materials (sand, aggregate, bricks, etc.) If yes, mention details of sources identified for each material.

Yes, Coarse Sand:Sonpur (from Son river), Fine sand: Local river of Basti (Ghaghra river), Aggregate: Chopan Quarry Bricks: Brought from local Brick Kiln of Basti District.

21.

What is the amount of construction waste likely to be generated? Have appropriate sites been identified for disposal of construction waste? If yes, mention details of disposal sites: name of site, present land use and distance from work site, etc, for each site.

Generated waste materials will be reused at construction site of the schemes for many purposes like compact of field, raising of the pavement & roads and filling purpose etc at the construction site.

IN CASE OF GROUNDWATER SOURCE AQUIFER STATUS & SUSTAINABILITY

22. What is the type of aquifer? Deep aquifer 23. Total depth of well (meters) 132 mts

24. Depth to groundwater table below GL (m) 5 mt to 8.00 mt The depth GW table in project area varies 5 mt to 8.00 mt

25. Summer 8.00 mt 26. Winter 5.00 mt

27.

Is the groundwater tapping in safe zone (classified based on exploitation)? Please mention the source category: Over exploited/Critical/Semi-critical/Safe

YES Safe

28. What are the measures proposed for source sustainability? Limiting the draft to safe yield.

Water recharging not require.

LOCATION OF THE WELL

29. What is the distance of this source from the nearest leach pit of any existing sanitation facility? (It should be more than 15 metres) More than 50 mts

30. What is the distance of this source from the nearest rain water harvesting pit? (It should be more than 15 metres)

No rain water harvesting near the source

31. What is the distance of the source from the nearest existing well? (it should be more than 300 metres) More than 300 mts Well is not

functional. 32. STRUCTURE OF THE WELL Tube well

33. Will the well be provided with sanitary plug till the pump is installed? Yes

34. Is a concrete, mat at (of at least 75 cm radius) planned around the bore well?

Yes

35. Is grouting of the space outside the well casing planned? Yes

WATER QUALITY

36. Is the quality of water acceptable? (enclose the water quality test report) Yes

water quality of nearby India Mark-II hand pumps is acceptable.

37. If not acceptable, mention the type of water quality problem NA 38. What is the alternative proposed? NA

39. If the water is to be treated, mention the treatment process Only disinfection required.

Proposed average 0.5 ppm .

40. What is the frequency planned for testing water for bacteriological contamination? (should be 1 initially and later as required) Twice a year. Pre and post monsoon

3

41. What is the frequency planned for testing water for physical and chemical contamination? (should be 4 times/year) Four times a year.

42. What is the frequency planned for testing residual chlorine? (should be at least once a week) Daily

43. What is the frequency planned for sanitary inspection by GPWSSC? (should be 4 times/year) 4 times per year

44. What is the frequency planned for sanitary inspection by Dept.? (should be once/year) once/year

Note:-Pond existing near the source is safe and no any discharge of sewage and wastes in this pond. Category of Scheme: Category I EDS filled and Categorization done by:

Signature Name Siyaram Prasad Designation District Environment Expert Executive Engineer Date

Notes:

1. Please refer to the ECOPs given in the EMF, while filling the EDS. 2. Please refer to Categorization given in the EMF.

1

Generic Environment Management Plan (EMP)

S.NO

Identified negative impacts on environment

Actions to be taken to mitigate (remove/reduce) negative impacts

Time frame Responsible agencies Reference of Coverage in Bid document

Site and Construction Related Aspects 1 Extraction of

materials from illegal or inappropriate locations

Verify suitability of all material sources and obtain approval of Project Authority.

List the approved quarry sites and sources.

Approval to be secured before construction.

List of approved sources for material to be made available Project Authority.

Material to be sourced from approved sources by contractor.

SECTION -4, ECoP 1.0 ECoP 2.0 ECoP 13.0 ECoP 3.0 ECoP 7.0

2 Disposal of construction waste at inappropriate locations.

Reuse the construction waste as much as possible.

Verify appropriateness of all construction waste disposal sites and obtain approval of project authority.

List the approved disposal Sites

Approval to be secured before construction

List of approved disposal sites to be made available by project Authority.

Construction waste to be disposed at approved sites by contractor.

ECoP 10.0 ECoP 3.0 ECoP 5.0 ECoP 6.0 ECoP 10.0 ECoP 13.0 ECoP 14.0 ECoP 20.0 ECoP 1.0 ECoP 2.0 ECoP 7.0 ECoP 8.0

3 Dust pollution due to excavation

All earth works in habitation areas will be protected to minimizing generation of dust.

Sprinkling of water on construction sites in habitations areas using water tanker and when necessary during dry weather.

During construction phase

Contractor ECoP 13.0

4 Risk of improper management of archaeological chance finds

All fossils, coins, articles of value of antiquity, structures and other remains or thing of geological or archaeological interest discovered on the site shall be the property of the government and shall be dealt with as per provisions of the relevant legislations’. The contractor will take responsible precautions to prevent his workmen or any other persons from removing and


Contractor ECoP 2.0 ECoP 15.0

2

/ or damaging any such article or thing. He will, immediately upon discovery thereof and before removal acquaint the project authority of such discovery and carry out the given instructions for dealing with the same, waiting which all work shall be stopped. The project Authority will seek direction from the Archaeological Survey of India (ASI) before instructing the contractor to recommence the work in the site.

5 Improper disposal of dewatered water

Do not let out dewatered water onto the road or into nearby water bodies.

Dewatered water is to be disposed into appropriate drains or disposal sites.


Contractor ECoP 10.0 ECoP 11.0

6 Risk of accidents and occupational health impacts.

Implement health safety measures including: a) Excluding public from the site (Including setting

up barricades and warning signs). b) Ensuring all workers are provided with and use

personal protective equipment including: helmet, gloves and gumboot at concreting locations, nose mask at dust producing areas, safety belt during work at height, hearing protection at noise producing locations.

c) Documentation of work – related accidents d) First Aid box shall be easily accessible

throughout the site. e) Provide supplies of potable drinking water at

labour camp and worksite. f) Provide toilet facility at labour camp.


Contractor ECoP 3.0 ECoP 13.0 ECoP 14.0

7 Risk of improper clearance and restoration of construction sites

On completion of the works, all temporary structures will be cleared away, all rubbish cleared, borrow pits, trenches etc filled/leveled and effectively sealed off and the site left clean and tidy, at the contractor’s expenses, to the satisfaction the project authority.


Contractor ECoP 10.0

3

Water Supply Related Aspects 8 Risk of poor

water quality Ensure that raw water quality and selected water treatment technology are appropriate to bring the water to desirable limits.

During scheme Project Engineer Included in DPR. (Only disinfection) required. As per BIS 10500-2012

Ensure that water quality testing is undertaken regularly (test for residual chlorine-daily, test of bacteriological parameters-monthly, test of physical/ chemical parameters-once in 3 months) and a record of the test results is maintained for a representative set of samples (including samples from clean water out let WTP samples from chief and branch mains and samples from end of distribution system)

During O&M phase As per contractor agreement

9 Improper disposal of backwash water from WTP

Integrate system for reuse/ recycling of backwash water into design of WTP

During schemes designs

Project Director Not applicable

10

Improper disposal of Sludge from WTP

Integrate system for proper disposal of sludge into design of WTP

During schemes designs

Project Director Not applicable

Note: Based on above prepare a detailed EMP with Cost. The screening and EMP should be part of DPR and later RFP.

EMP prepared by:

Name: Designation: Environment Expert, Signature

Name: Designation: Executive Engineer, Signature

Date:

MAPS AND DRAWING

PUMP HOUSE

2.50X3.0

VERANDAH

2.73X1.50

CHLORING

ROOM

2.5x1.3

C.I.PIPE

0.60

0.4

5

PLAN

FRONT ELEVATION

SIDE ELEVATION

A

B

0.35

0.46

0.57

0.69

0.3

00

.3

00

.3

0

0.3

0

G.L.

P.L.

0.35

0.46

0.57

0.69

0.35

0.46

0.57

0.69

P.C.C.

1:6:12

EARTH FILLING

40MM 1:2:4 FLOOR

WITH BASE P.C.C.1:6:12

0.35

0.46

0.57

0.69

0.35

0.46

0.57

0.69

0.45

0.10M TH

R.C.C.SLAB

0.15M TH

R.C.C.LINTEL

2.1

0

3.0

0

SECTION AT A-B

PUMP HOUSE

SCHEDULE OF DOOR/ WINDOW

DOOR D1 - 1.20 x 2.10

D2 - 0.90 x 2.10

WINDOW W - 0.90x1.50

PUMP

J.E. A.E. E.E.

U.P. JAL NIGAM BASTI

0.25

R.S.JOIST

1.4

0

0.23

0.23

0.23

0.1

0

0.0

5

0.1

5

0.23

0.1

0

D.P.C.

BATH

1.3 x1.2

W.C.

0.9 x1.2

COURT YARD

6.30 x4.85

VERANDAH

3.10x2.40

ROOM

3.0x4.55

BOX

1.30x2.14

KITCHEN

1.60 x 3.0

D2

D2

W 7

W 6

D2

W 7

W 7

D3

D3

0.40

10.00

GROUND FLOOR PLAN

FRONT ELEVATION

A

B

0.35

0.46

0.57

0.69

EARTH FILLING

P.L. IN D.P.C. 1:2:4

0.15P.C.C.1:6:12

G.L.

P.L.

3.00

2.50

SECTION AT A-B

SEC. AT C-D

C

D

NOTE-1- THE DETAIL DRAWING OF ALL R.B. 7 R.C.C. WORK SHALL BE PREPARED AT THE TIME OF CONSTRUCTION FOUNDATION TO SITE

CONDITION OF SOIL - TO EXAMIN IN CASE MAKE AMENDMENTS IN STRUCURAL DETAILS IN CONSTRUCTION WITH COMPLETAUTHORITIES.

2- ALL WORK TO BE CARRIED OUT AS PER SHEDULE SPECIFECTION BRICK WORK IN FOUNDATION IN DOORS & WINDOWS

DOMB OF 20.0CM 8 BORE FLOOR BELOW ROOF IN 1:6 & REST IN MUD MORTER.

3- SKRITING AS SPECIFIED TO ALL ROOM VERANDAH & LAWN ETC. WHERE OCCURE.

4- ALL LINTELED & EXTERNAL WALL TREATMENT TO BE AS SPECIFIED.

5- SHELVES & ALMIROH TO BE PROVIDE IN CONSULTATION WITH AUTHORTIES CONSERNED BUT TO BE KEPT IN LEVEL OF DOOR & WINDOW.

6- PLINTH LEVEL TO SITE THE SITE.

7- LIME CONCRETE IN FOUNDATION & UNDER FLOOR SHOULD BE USED IN CEMENT.

8- FOR RURAL W/S P.R.A.I. TYPE LATRINES PROVIDE INSTED OF WATER FLUSHED LATRINES.

J.E. A.E. E.E.

U.P. JAL NIGAM BASTI

BODWAL GROUP OF VILLAGES WATER SUPPLY SCHEMEBLOCK- BANKATI, DISTRICT-BASTI

EXECUTIVE ENGINEER,1ST.CONSTRUCTION DIVISION,

6.71

SCHEDULE OF DOOR & WINDOW

TYPE WIDTH HEIGHT DESCRIPTION REMARK

D2 0.90 2.00

DOUBLE

D3 0.80 2.00 SINGLE SHUTT.

W6 0.80 1.20

W7 0.90 1.20 DO

SHUTTER

DOUBLE

SHUTTER

SECTIONAL PLAN OF BOUNDRY WALL AT X2-Y2

FRONT ELEVATION BOUNDRY WALL WITH GATE

1.200

1.508

3.600

1.200

0.450

0.450

0.200

0.075

Y2

BOUNDRY WALL AND GATE

2.000

2.000

2.000

2.000

Y

X

X1

Y1

X2

G.L.G.L.

X-SECTION AT X-Y

X-SECTION AT X1-Y1

P.C.C. 1:6:12

P.L.

0.230

0.075

1.116

0.200

G.L.G.L.

P.C.C. 1:6:12

P.L.

0.230

0.200

1.200

3.500

0.450

0.450

1.000

X

Y

1.000

G.L.

G.L.

0.230

0.230

V- NOTCH

1.150

0.230

0.300

1.500

0.075

BYE PASS CHAMBER

(1150MM X 1000MM X 1000MM)

X SECTION AT X-Y

40 MM THICK CC 1:2:4

P.C.C. 1:4:8

1.000

0.230

0.230

0.230

TOP PLAN

SLUICE VALVE CHAMBER

(MASONRY TYPE)

1000MM X 1000MM X 1000MM

YX

X SECTION ELEVATION AT X-Y

0.100

1.500

1.000

0.040

P.C.C. 1:6:12

40MM THICK C.C. 1:2:4

1.400

0.230

0.230

PIPE

0.230

0.230

0.230

1.000

1.000

1.460

1.460

1.540

PLAN

XY

X SECTION AT X-Y

0.810

0.810

PLAN

0.230 0.230

0.350 40MM THICK C.C. 1:2:4

PCC 1:4:8

0.075

0.950

AIR VALVE

PIPE

AIR VALVE CHAMBER

(350MMX350MM)

0.35X0.35

0.230

0.230

0.230

FIRE HYDRANT CHAMBER

(750MM X 450MM)

XY

0.910

1.210

FIRE HYDRANT

0.230

0.230

PLAN

0.230

0.230

0.750

1.300

0.075

0.040

1.000

P.C.C. 1:4:8

C.C. 1:2:4

SECTIONAL ELEVATION AT X-Y

PIPE0.75X0.45

PUMP HOUSE

2.50X3.0

VERANDAH

2.73X1.50

CHLORINATING

ROOM

2.5x1.3

C.I.PIPE

ELECTRIC CABLE

BOREHOLE

CHLORINATOR

INLET PIPE

FOR

CHLORINATOR

OUTLET

PIPE FOR

CHLORINATOR

BYE-PASS

CHAMBER

PRESSURE

GAUGE

WATER LEVEL

INDICATOR

S.V.

S.V.

N.R.V.

STARTER

CANTROL

PANNEL

TYPICAL DRAWING OF CONNECTION

INNERSIDE OF PUMPHOUSE

RISING MAIN

BYE-PASS

HOUSE CONNECTION DRAWING

WITH TAP

ELEVATION AT X-Y

SADDLE

FERRUL

20mm {OD} MDPE PIPE

TOP PLAN

PIPE

Y

TRENCH FOR CONNECTION

WITH DISTRIBUTION MAIN

DISTRIBUTION PIPE

TRENCH FOR HOUSE CONNECTION PIPE

X

20mm {OD} MDPE PIPE

Y1

X1

MDPE PIPE

WATER TAP

EXISTING DISTRIBUTION MAIN

FRONT ELEVATION AT X1-Y1

SADDLE

FERRULE

TRENCH FOR CONNECTION

WITH DISTRIBUTION MAIN

TRENCH FOR HOUSE CONNECTION PIPE

X

PIPE

R.C.C SLAB

TOP PLAN

R.C.C SLAB

WALL OF CULVERT

DISTRIBUTION MAIN

BEND PIPE(C.I. D/F)

ELEVATION AT X-Y

WING WALL OF CULVERT

PROPOSED PIPE(C.I. D/F)

DISTANCE PIECE (C.I,D/F)

SCALE=N.T.S

DRAWING FOR CULVERT CROSSING

Y

INLET

PIPE

OUTLET

PIPE

RUBBER

BLADDER

DOSER

TANK

HANDLE OF

DOZER

OVERFLOW

PIPE

RISING

MAIN

WASH

OUT PIPE

WATER

BLEACHING

POWDER

SOLUTION

PRESSURE JAR TYPE

DOZER/CHLORINATOR

(NOT TO SCALE)

Bye P

ass

P.H

.

O.H.T 750

K.L., 18 M

STAGING

30.00

30.06

30.00

BO

E R

oad

B.O

.E

. R

OA

D

Hut of Lalman

SITE PLAN OF BODWAL GROUP OF VILLAGES W/S SCHEME

BLOCK:- BANKATIDISTT. :- BASTI

J.E. A.E. E.E.

1ST. CONSTRUCTION DIV. U.P.JAL NIGAM, BASTI

Rising Main 200DI K-7

Distribution Main 200mm P.V.C.

Hut of Ramji Gupta

LEGEND

RISING MAIN

DISTRIBUTION

BUTTER FLY VALVE

WATER METER

BOE ROAD

BF

STAFF

QUARTER

SLUICE VALVE

BF

TO

B

AR

DA

R G

.P

.

200D

I K

-7

63 M

M P

VC

90 M

M P

VC

200 M

M P

VC

T

O B

AR

DA

R G

.P

.

TO

B

OD

WA

L G

.P

.

BF

BF

T

O

M

U

N

D

E

R

W

A

PANCHAYAT

BHAWAN

POND

9

0

.

7

4

9

0

.

7

6

89.32

89.81

88.77

89.06

89.07

90.56

91.75

90.30

89.59

89.95

90.21

90.27

91.11

90.46

89.88

89.57

89.80

89.87

88.41

90.67

90.95

89.74

89.37

88.50

89.91

90.55

100.18

90.13

89.32

89.74

91.55

90.37

90.70

91.01

90.97

90.03

BADHAUNI URF

SHIVPUR VILLAGE

86

84

85

83

82

7977

75

70

71

72

73

88

104

110

115

116

112

99

106

126

127

96

101

95

128389

63/345

62 51

160/45

BODWAL GRAM PANCHAYAT

BODWAL VILLAGE

90.50

90.58

90.82

90.86

90.88

90.64

89.68

89.28

89.10

89.40

88.87

89.05

89.15

88.96

88.85

89.05

74

89.35

89.44

89.72

88.80

89.38

89.27

87.63

89.49

89.55

89.05

89.61

90.05

90.60

90.84

90.76

91.01

90.54

91.63

107

91.36

89.70

90.93

91.20

90.47

89.01

90.37

90.67

90.00

89.963

90.28

89.90

89.79

89.90

89.95

90.07

89.55

89.37

89.72

89.71

89.79

89.79

89.31

89.74

89.67

89.61

90.50

90.24

90.05

90.15

90.39

90.20

90.80

91.42

90.40

90.20

90.20

90.77

89.78

90.11

90.82

90.52

90.20

89.69

90.20

90.62 TBM-1 ON

TOP OF

CULVERT

89.89 TBM-2 ON TOP

OF OPEN WELL

89.27 TBM-3 ON TOP

OF OPEN WELL

88.65 TBM-4 ON

TOP OF

CULVERT

90.30 TBM-5 ON TOP

OF OPEN WELL

91.32 TBM-5 ON

PLINTH OF TEMPLE

89.90

90.54

89.35

89.38

90.60

89.94

89.58

90.91

90.20

90.05

89.87

89.51

90.05

89.38

89.57

89.79

89.21

90.99

KEY PLAN

5572

63/65

54111

63/90

53 125

63/110

56 88

160/75

57 111

63/95

5835

160/30

59104

63/90

60 873

160/0

61 78

63/70

6391

63/80

64 53

160/45

65 58

63/50

6649

160/45

67

103

63/90

68 28

160/25

89

59

140/50

6947

90/40

9031

63/25

93 49

63/45

70 41

63/35

7272

63/65

71 50

75/45

9126

140/25

92161

63/140

74 26

63/25

76 30

63/25

76

75 35

63/30

77 26

63/25

79102

63/90

78 32

63/30

81 94

63/80

80 35

63/25

82 39

63/35

83 75

63/65

84 88

63/75

87 81

63/70

8653

63/45

8875

63/65

95 175

63/155

9462

140/55

96 23

110/20

10882

90/70

100 86

63/75

46

63/40

152

15333

63/30

156 95

63/85

155132

63/30

15485

63/75

157778

110/0

151729

110/0

149103

63/90

140112

140/100

142

191

140/165

141108

63/95

143105

63/90

144

21

110/20

14632

110/30

14727

63/25

139282

63/245

13835

140/30

137127

160/110

178116

90/100

136

108

63/95

134140

63/120

131167

200/145

132173

63/150

13596

63/85

130 253

63/220

129108

63/95

127 305

200/265

180110

63/95

17997

63/85

193290

63/255

19693

63/80

194105

63/90

19540

63/35

184 331

63/295

19242

63/35

18983

63/75

186288

63/250

18782

63/70

190 37

63/30

185153

63/135

182 39

63/35

18369

63/60

163 64

63/55

164 40

63/35

161 30

63/25

162 81

63/70

160122

63/105

15962

63/55

176 88

63/75

175 29

63/25

174 77

63/65

173 19

63/15

166 27

63/25

165 25

63/20

167 20

63/15

168 29

63/25

177 1011

63/300

170 56

63/50

169 87

63/75

171 20

63/15

172111

63/95

12651

63/45

124 45

63/40

125 33

63/30

120 33

63/30

121

32

63/30

122 28

63/25

123 30

63/25

119 59

63/50

117245

63/215

118 77

63/65

111 43

63/40

109

111

99 60

90/50

10150

63/45

102 60

63/50

103 60

90/50

104160

63/140

105 43

90/40

106

92

63/80

110 26

75/25

98 99

63/85

109 71

63/60

107180

63/155

113

28

63/25

115 30

63/25

112 37

75/30

BF

BODWAL BAZAR

B

A

R

D

A

R

T

O

V

A

I

D

A

S

I

K

A

R

A

V

I

L

L

A

G

E

SIKARA BARGAH

CHAURAHA

SUKALI PURWA

89.88

8

9

.

8

4

89.67

8

9

.

6

2

90.40

90.21

90.24

BARDAD GRAM PANCHAYAT

90.34

90.34

89.94

90.14

90.24

90.54

91.63

91.65

91.67

91.64

91.06

91.28

91.30

90.40

90.22

90.36

90.46

90.00

90.52

90.02

89.90

90.18

89.05

PRIMARY SCHOOL

90.49 TBM-6 ON TOP

OF CULVERT

A.N.M.

CENTRE

90.13

89.88

8

9

.

7

9

89.50

89.81

90.10

90.20

8

9

.

9

4

1349

90/25

1187

63/42

9113

63/56

7181

63/90

820

63/10

90.13

1090

90

478

63/40

578

63/40

363

63/30

1576

63/40

14151

63/75

90/40

23124

63/60

24 47

63/25

25 12

90/5

1827

63/15

21 53

63/25

2043

63/20

29 67

63/30

2810

90/5

49 99

63/50

48 275

63/135

47 63

63/30

45 151

63/75

46 172

63/85

30 20

90/10

31 935

90/0

33 354

63/175

32 553

63/280

35 81

63/40

37 113

63/55

40 199

63/100

39112

63/55

4340

63/20

42 44

63/20

635

63/15

BARDAR

CHAURAHA

TO MAHADEWA

HAND PUMP

POND

CULVERT

GRAM PANCHAYAT & VILLAGE BOUNDARY

BRICK ROAD

CEMENT CONCERET ROAD

EARTH ROAD

BITUMENIOUS ROAD

LEGEND

PIPE LINE

NODE NUMBER

90

85

63/30

LINE NUMBER,LENGTH & DIA.

LINE

NUMBER

LENGTH

SEC.POP.

SLUICE VALVE

BUILDING

TEMPLE

MASJID

FIRE HYDRANT

AIR VALVE

OPEN WELL

DIA.

MEAN SEA LEVEL-

89.61M

BUTTER FLY VALVE

SCOUR VALVE

B/F

1686

63/40

50 255

63/125

90.10

90/70

108

197 125

63/00

91.65

178

88.53

LOOP

90.88

B

A

R

D

A

R

T

O

V

A

I

D

A

S

I

K

A

R

A

V

I

L

L

A

G

E

SIKARA BARGAH

CHAURAHA

SUKALI PURWA

89.88

8

9

.

8

4

89.67

8

9

.

6

2

90.40

90.21

90.24

BARDAD GRAM PANCHAYAT

90.34

90.34

89.94

90.14

90.24

90.54

91.63

91.65

91.67

91.64

91.06

91.28

91.30

90.40

90.22

90.36

90.46

90.00

90.52

90.02

89.90

90.18

89.05

PRIMARY SCHOOL

90.49 TBM-6 ON TOP

OF CULVERT

A.N.M.

CENTRE

90.13

89.88

8

9

.

7

9

89.50

89.81

90.10

90.20

8

9

.

9

4

1349

90/25

1187

63/42

9113

63/56

7181

63/90

820

63/10

90.13

1090

90

478

63/40

578

63/40

363

63/30

1576

63/40

14151

63/75

90/40

23124

63/60

24 47

63/25

2512

90/5

18 27

63/15

2153

63/25

20 43

63/20

29 67

63/30

2810

90/5

49 99

63/50

48 275

63/135

47 63

63/30

45 151

63/75

46 172

63/85

30 20

90/10

31 935

90/0

33 354

63/175

32 553

63/280

35 81

63/40

37 113

63/55

40 199

63/100

39 112

63/55

4340

63/20

4244

63/20

635

63/15

BARDAR

CHAURAHA

TO MAHADEWA

1686

63/40

50 255

63/125

90/70

91.65

HAND PUMP

POND

CULVERT


BRICK ROAD


EARTH ROAD

BITUMENIOUS ROAD

LEGEND

PIPE LINE

NODE NUMBER

90

85

63/30


LINE

NUMBER

LENGTH

SEC.POP.

SLUICE VALVE

BUILDING

TEMPLE

MASJID

FIRE HYDRANT

AIR VALVE

OPEN WELL

DIA.

MEAN SEA LEVEL-

89.61M

BUTTER FLY VALVE

SCOUR VALVE

B/F

90.10

BASE MAP

T

O

M

U

N

D

E

R

W

A

PANCHAYAT

BHAWAN

POND

9

0

.

7

4

9

0

.

7

6

89.32

89.81

88.77

89.06

89.07

90.56

91.75

90.30

89.59

89.95

90.21

90.27

91.11

90.46

89.88

89.57

89.80

89.87

88.41

90.67

90.95

89.74

89.37

88.50

89.91

90.55

100.18

90.13

89.32

89.74

91.55

90.37

90.70

91.01

90.97

90.03

BADHAUNI URF

SHIVPUR VILLAGE

86

84

85

83

82

7977

75

70

71

72

73

88

104

110

115

116

112

99

106

126

127

96

101

95

128389

63/345

62 51

160/45

BODWAL GRAM PANCHAYAT

BODWAL VILLAGE

90.50

90.58

90.82

90.86

90.88

90.64

89.68

89.28

89.10

89.40

88.87

89.05

89.15

88.96

88.85

89.05

74

89.35

89.44

89.72

88.80

89.38

89.27

87.63

89.49

89.55

89.05

89.61

90.05

90.60

90.84

90.76

91.01

90.54

91.63

107

91.36

89.70

90.93

91.20

90.47

89.01

90.37

90.67

90.00

89.963

90.28

89.90

89.79

89.90

89.95

90.07

89.55

89.37

89.72

89.71

89.79

89.79

89.31

89.74

89.67

89.61

90.50

90.24

90.05

90.15

90.39

90.20

90.80

91.42

90.40

90.20

90.20

90.77

89.78

90.11

90.82

90.52

90.20

89.69

90.20

90.62 TBM-1 ON

TOP OF

CULVERT

89.89 TBM-2 ON TOP

OF OPEN WELL

89.27 TBM-3 ON TOP

OF OPEN WELL

88.65 TBM-4 ON

TOP OF

CULVERT

90.30 TBM-5 ON TOP

OF OPEN WELL

91.32 TBM-5 ON

PLINTH OF TEMPLE

89.90

90.54

89.35

89.38

90.60

89.94

89.58

90.91

90.20

90.05

89.87

89.51

90.05

89.38

89.57

89.79

89.21

90.99

55

72

63/65

54111

63/90

53 125

63/110

56 88

160/75

57111

63/95

5835

160/30

59104

63/90

60 873

160/0

61 78

63/70

6391

63/80

64 53

160/45

6558

63/50

6649

160/45

67

103

63/90

6828

160/25

89

59

140/50

69 47

90/40

90 31

63/25

93 49

63/45

70 41

63/35

7272

63/65

71 50

75/45

9126

140/25

92161

63/140

74 26

63/25

76 30

63/25

76

75 35

63/30

77 26

63/25

79102

63/90

78 32

63/30

81 94

63/80

80 35

63/25

82 39

63/35

83 75

63/65

84 88

63/75

8781

63/70

8653

63/45

8875

63/65

95 175

63/155

94 62

140/55

96 23

110/20

10882

90/70

10086

63/75

46

63/40

152

15333

63/30

15695

63/85

155132

63/30

15485

63/75

157778

110/0

151729

110/0

149

103

63/90

140112

140/100

142

191

140/165

141108

63/95

143105

63/90

144

21

110/20

14632

110/30

14727

63/25

139282

63/245

13835

140/30

137127

160/110

178116

90/100

136

108

63/95

134140

63/120

132173

63/150

135

96

63/85

130 253

63/220

129108

63/95

127 305

200/265

180110

63/95

17997

63/85

193290

63/255

196

93

63/80

194105

63/90

19540

63/35

184331

63/295

192

42

63/35

18983

63/75

186288

63/250

18782

63/70

190 37

63/30

185153

63/135

182 39

63/35

18369

63/60

163 64

63/55

164 40

63/35

161 30

63/25

162 81

63/70

160122

63/105

15962

63/55

176 88

63/75

175 29

63/25

174 77

63/65

173 19

63/15

166 27

63/25

165 25

63/20

167 20

63/15

168 29

63/25

177 1011

63/300

170 56

63/50

169 87

63/75

171 20

63/15

172111

63/95

126

51

63/45

124 45

63/40

125 33

63/30

120 33

63/30

121

32

63/30

122 28

63/25

123 30

63/25

119 59

63/50

117245

63/215

118 77

63/65

111 43

63/40

109

111

99 60

90/50

10150

63/45

102 60

63/50

103 60

90/50

104160

63/140

105 43

90/40

106

92

63/80

110 26

75/25

98 99

63/85

109 71

63/60

107180

63/155

113

28

63/25

115 30

63/25

112 37

75/30

BODWAL BAZAR

HAND PUMP

POND

CULVERT


BRICK ROAD


EARTH ROAD

BITUMENIOUS ROAD

LEGEND

PIPE LINE

NODE NUMBER

90

85

63/30


LINE

NUMBER

LENGTH

SEC.POP.

SLUICE VALVE

BUILDING

TEMPLE

MASJID

FIRE HYDRANT

AIR VALVE

OPEN WELL

DIA.

MEAN SEA LEVEL-

89.61M

BUTTER FLY VALVE

SCOUR VALVE

B/F

108

197 125

63/00

178

88.53

BASE MAP

LOOP

BF

90.88

B

A

R

D

A

R

BARDAR

CHAURAHA

89.88

8

9

.

8

4

89.67

8

9

.

6

2

90.40

90.21

90.24

90.34

90.34

89.94

90.14

90.24

90.54

91.63

91.65

91.67

91.64

91.06

91.28

91.30

90.40

90.22

90.36

90.46

90.00

90.52

90.02

89.90

90.18

89.05

HYDRAULIC FLOW LINE

90.13

89.88

8

9

.

7

9

89.50

89.81

90.35

90.10

90.10

90.20

8

9

.

9

4

PIPE LINE

NODE NUMBER


LINE

NUMBER

LENGTH

DIA.

SLUICE VALVE

FIRE HYDRANT

AIR VALVE

1349

90/25

1187

63/45

9113

63/56

7181

63/90

820

63/10

90.13

1090

90

478

63/40

578

63/40

363

63/30

1576

63/40

1686

63/40

14151

63/75

90/40

23124

63/60

2447

63/25

2512

90/5

90/70

1827

63/15

2153

63/25

2043

63/20

29 67

63/30

2810

90/5

50 255

63/125

49 99

63/50

48 275

63/135

47 63

63/30

45 151

63/75

46 172

63/85

3020

90/10

33354

63/175

32553

63/280

35 81

63/40

37113

63/55

40 199

63/100

39112

63/55

43 40

63/20

42 44

63/20

SEC. POP.

635

63/15

BUTTER FLY VALVE

SCOUR VALVE

B/F

LEGEND

MEAN SEA LEVEL- 89.61M

S

U

K

A

L

I

P

U

W

A

/

H

A

R

I

Z

A

N

B

A

S

T

I

90

85

63/10

B

y

e

P

a

s

s

31935

90/0

91.65

9

0

.

7

4

9

0

.

7

6

89.32

89.81

88.77

89.06

89.07

90.56

91.75

90.30

89.59

89.95

90.21

90.27

91.11

90.46

89.88

89.57

89.80

89.87

88.41

90.67

90.95

89.74

89.37

88.50

89.91

90.55

99.938

100.18

90.13

89.32

89.74

91.55

90.37

90.70

91.01

90.97

178

86

84

85

83

82

7977

75

70

71

72

73

88

104

110

115

116

112

99

106

126

127

96

101

95

128389

63/345

62 51

160/45

90.50

90.58

90.82

90.86

90.88

90.64

89.68

89.28

89.10

89.40

88.87

89.05

89.15

88.96

88.85

89.05

74

89.35

89.44

89.72

88.80

89.38

89.27

88.53

87.63

89.49

89.55

89.05

89.61

90.05

90.60

90.84

90.76

91.01

90.54

91.63

107

91.36

89.70

90.93

91.20

90.47

89.01

90.37

90.67

90.00

89.963

90.28

89.90

89.79

89.90

89.95

90.07

89.55

89.37

89.72

89.71

89.79

89.79

89.31

89.74

89.67

89.61

90.50

90.24

90.05

90.15

90.20

90.80

91.42

90.40

90.20

90.20

90.77

89.78

90.11

90.82

90.52

90.20

89.69

90.20

89.90

90.34

BARDAR

CHAURAHA

90.54

89.35

89.38

90.60

89.94

89.58

90.91

90.20

90.05

89.87

89.51

90.05

89.38

89.57

89.79

89.21

90.99

5572

63/65

54111

63/90

53125

63/110

56 88

160/75

57111

63/95

5835

160/30

59104

63/90

60 873

160/0

61 78

63/70

6391

63/80

6453

160/45

6558

63/50

6649

160/45

67

103

63/90

6828

140/25

8959

140/50

6947

90/40

9031

63/25

93 49

63/45

70 41

63/35

7272

63/65

71 50

75/45

9126

140/25

92161

63/140

74 26

63/25

76 30

63/25

76

75 35

63/30

77 26

63/25

79102

63/90

78 32

63/30

81 94

63/80

80 35

63/25

82 39

63/35

83 75

63/65

84 88

63/75

87 81

63/70

8653

63/45

8875

63/65

95 175

63/155

9462

140/55

96 23

110/20

10882

90/70

10086

63/75

46

63/40

152

15333

63/30

15695

63/85

155132

63/30

15485

63/75

157778

110/0

151729

110/0

149103

63/90

140112

140/100

142191

140/165

141108

63/95

143105

63/90

14421

110/20

14632

110/30

14727

63/25

139282

63/245

13835

140/30

137127

160/110

178116

90/100

136

108

63/95

134140

63/120

131167

200/145

132173

63/150

13596

63/85

130253

63/220

129108

63/95

127 305

200/265

180110

63/95

17997

63/85

193290

63/255

19693

63/80

194105

63/90

19540

63/35

184331

63/295

19242

63/35

18983

63/75

186288

63/250

18782

63/70

190 37

63/30

185153

63/135

182 39

63/35

18369

63/60

163 64

63/55

164 40

63/35

161 30

63/25

162 81

63/70

160122

63/105

15962

63/55

176 88

63/75

175 29

63/25

174 77

63/65

173 19

63/15

166 27

63/25

165 25

63/20

167 20

63/15

168 29

63/25

177 1011

63/300

170 56

63/50

169 87

63/75

171 20

63/15

172111

63/95

12651

63/45

124 45

63/40

125 33

63/30

120 33

63/30

121

32

63/30

122 28

63/25

123 30

63/25

119 59

63/50

117245

63/215

118 77

63/65

111 43

63/40

109

111

99 60

90/50

10150

63/45

102 60

63/50

103 60

90/50

104160

63/140

105 43

90/40

10692

63/80

11026

75/25

98 99

63/85

109 71

63/60

107180

63/155

11328

63/25

115 30

63/25

112 37

63/30

B

U

L

K

W

A

T

E

R

L

I

N

E

B

U

L

K

W

A

T

E

R

L

I

N

E

HYDRAULIC FLOW LINE

B

A

D

H

A

U

N

I

U

R

F

S

H

I

V

P

U

R

B

O

D

W

A

L

B

O

D

W

A

L

B

A

Z

A

R

PIPE LINE

NODE NUMBER


LINE

NUMBER

LENGTH

DIA.

SLUICE VALVE

FIRE HYDRANT

AIR VALVE

SEC. POP.

BUTTER FLY VALVE

SCOUR VALVE

B/F

LEGEND

MEAN SEA LEVEL- 89.61M

90

85

63/10

B

U

L

K

W

A

T

E

R

L

I

N

E

B

y

e

P

a

s

s

P

.

H

.

O

.

H

.

T

4

0

0

K

.

L

.

/

1

8

M

B

.O

.E

. R

O

A

D

R

i

s

i

n

g

M

a

i

n

2

0

0

D

I

K

-

7

2

0

0

D

I

K

-

7

D

i

s

t

r

i

b

u

t

i

o

n

M

a

i

n

2

0

0

m

m

P

.

V

.

C

.

P

I

P

E

t

o

B

O

D

W

A

L

G

.

P

.

S

T

A

F

F

Q

U

A

R

T

E

R

108

197 125

63/00

90.13

LOOP

LOOP

90.88

uttar pradesh jal nigamuprwssp.org/wp-content/themes/spmuup/pdf/bodwal-smvs...10.13 gram panchayat...

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