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UTTAR PRADESH JAL NIGAM

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

BLOCK: - KUDRAHA

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

(CATEGORY:-SMVS)

Capital Cost : Rs. 376.82 Lacs EXECUTIVE ENGINEER Estimate No. : Ist Construction Division, Year : 2013-2014 U.P. Jal Nigam Basti

From To1 2 3 41 Salient features 1 22 Project Report 3 153 Financial Statement

3.1 Form “J” (Comprehensive) 16 163.2 General Abstract of Cost (Comprehensive) 17 173.3 General Abstract for Operation and Maintinance 18 183.4 Form “J” (Civil) 19 193.5 General Abstract of Cost (Civil) 20 203.6 Form “J” (E&M) 21 213.7 General Abstract of Cost (E&M) 22 224 Economics

4.1 Abstract of Economics 23 234.2 Statement of Annual Income 24 244.3 Annual recurring expenditure on Maintenance 25 254.4 Annual recurring expenditure on Maintenance Staff 26 264.5 Annual recurring expenditure on Chemicals 27 274.6 Annual recurring expenditure on Electricity 28 284.7 Annual recurring expenditure on Repair of Works 29 294.9 Annual recurring expenditure on cess levy 30 304.8 Break up of Cost 31 315 Technical Statement 32 536 Estimates ( Civil Works )

6.1 Estimate for Pump House Cum Chloronomme 54 546.2 Estimate for Rising Main and Appurtenent Works 55 576.3 Estimate for R.C.C. Over Head Tank 58 616.4 Estimate for Distribution System6.41 Estimate for Bulk Distribution System 62 646.42 Estimate for Intra-Village Distribution System for G.P.-1 65 686.43 Estimate for Intra-Village Distribution System for G.P.-2 69 726.44 Estimate for Intra-Village Distribution System for G.P.-3 73 756.45 Estimate for Intra-Village Distribution System for G.P.-4 76 796.46 Details of Pipe 80 886.47 Details of Excavation 89 896.48 Details of Sluice valve, Air valve, Scour valve and Fire Hydrant 90 916.49 Details of Road Cutting 92 1006.50 Estimate for boundary wall and gate 101 1016.51 Estimate for Staff Quarter 102 1026.52 Estimate for SCADA 103 1036.53 Estimate for Maintinance (3 months Trial) 104 104

7 Estimates ( E&M Works )7.1 Estimate for Construction of T.W. 105 108

PRELIMINARY D.P.R. FOR THE KUDRAHA 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

7.2 Estimate for Pumping plant & Chlorinating Plant 109 1117.3 Estimate for Internal Electrification 112 1127.4 Estimate for Transmission line 113 113

8 Unit Estimate8.1 Unit Estimate of pump house by pass chamber 114 1208.2 Unit Estimate of boundary wall 121 1238.3 Unit Estimate of gate with pillar 124 1278.4 Unit Estimate of staff quarter 128 1318.5 Unit Estimate of sluice valve chamber(masonary type) 132 1348.6 Unit Estimate of sluice valve chamber(surface box type) 135 1358.7 Unit Estimate of fire hydrant chamber 136 1378.8 Unit Estimate of air valve chamber 138 1398.9 Unit Estimate for connection 140 1409 Schedule of rates 141 162

10 Annexure10.1 Labour material rates 163 16910.2 Water test report 170 17110.3 Strata chart 172 17510.4 Hydrogeological Feasibility Report 176 17610.5 Design of Drilling and Size of pipes for construction of T.W. 177 17810.6 Selection of Dozer 179 17910.7 Consumption of Pee Gravel 180 18010.8 Clearification about Transportation of Rig Machine. 181 18110.9 Sanitary Survey of Water Supply Sources 182 18210.10 Disaster Management Data Sheet 183 18410.11 Environmental Data Sheet 185 18710.12 Generic Environment Management plan 188 19010.13 Gram Panchayat Proposal for land 191 195

11 Maps and Drawing11.1 Map of Utter Pradesh 196 19611.2 Map of District 197 19711.3 Seismic map of India 198 19811.4 Wind Zone map of India 199 19911.5 Drawing of Pump House 200 20011.6 Drawing of Staff Quarter 201 201

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 202 213

11.8 Site Plan 214 21411.9 Key Plan 215 21511.10 Base Map of G.P.1 216 21611.11 Base Map of G.P.2 217 21711.12 Base Map of G.P.3 218 21811.13 Base Map of G.P.4 219 21911.12 Hydraulic flow diagrame of G.P.1 220 22011.13 Hydraulic flow diagrame of G.P.2 221 22111.14 Hydraulic flow diagrame of G.P.3 222 22211.15 Hydraulic flow diagrame of G.P.4 223 223

SALIENT FEATURES

1a. Name of project

1b. Name of Block/Tehsil/Distt.

1c. Name of Gram Panchayat in Group

Base Middle Ultimate2015 2030 20459700 11800 14300

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 200 252 PVC PIPES 6kg/sqcm 160 16703 PVC PIPES 6kg/sqcm 140 18474 PVC PIPES 6kg/sqcm 110 48895 PVC PIPES 6kg/sqcm 90 22666 PVC PIPES 6kg/sqcm 75 25167 PVC PIPES 6kg/sqcm 63 24450

37663.00

Sl.No. Type DetailCapacity (in Kl.)

Staging (in m)

Sl. no.

b.c.d.

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

Class Length (in m)

Proposed 800

0.20 ppm

16

Class Dia (in mm)

Length (in m)

Maximum DoseAverage Dose

Residual Chlorine

7

Census20119232

pressur feed jartype of capecity 24gallon.

B. BYE PASS

O.H.T.

Type Details

P. H. No.

Kudraha

Dia (in mm)

0.50 ppm

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

SALIENT FEATURE


1

Location of land for water works

Population2

Underground

80.50Tube wellDisinfections

A. RISING MAINConveyance8

Grand TotalC. DISTRIBUTION SYSTEM

Sl.No. Type of Pipe

Type of Pipe

Total=Service Reservoir

1.00 ppm

Disinfections10Type of Chlorinatora.

9

Kudraha, Jibhiyao, Chardahi and Baisiya Kala

11 Initial Stage(2015)

Middle Stage(2030)

a 37682300.0 37682300.0

b 3884.77 3193.42

c Average water produced per day in Kl. 781.00 950.00

d Cost of water production per Kl.(n Rs.) 3.04 3.11


Middle Stage(2030)

a 288000.00 324000.00

b 12980.00 16650.00

c 307410.00 309440.00

e 1996.00 2429.00

672886.00 760619.00


Middle Stage(2030)

a 1940 2360

b 1940 2360

c 1629600.00 2265600.00

1629600.00 2265600.00

672886.00 760619.00

956714.00 1504981.00

Total

Annual maintenance expenditure Rs.

37682300.0

2635.13

1151.00

21130.00Expenditure on chemicals

1014923.00

2073877.00

3088800.00

108100.00 153800.00

ASSISTANT ENGIEER

477050.00

2943.00

1014923.00

Ultimate

Stage(2045)

Financial implications

Annual Expenditure(in Rs.)

Total Capital cost in Rs.

Ultimate Stage(2045)

62500.00d

3.47

Number of anticipated house connections

Expenditure on electricity

360000.00

2860

2860

Expenditure on annual maintenance andrepair charges


Cess Charges

Per capita cost in Rs.

Net Profit (+) / Loss (-)

Expenditure on maintenance staff

Total=

Annual Income (in Rs.)

Number of house holds

3088800.00Annual rental value of private connection charges

PROJECT REPORT

1.0

1.11.2

2.02.1

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.SCOPE OF PROJECT

INTRODUCTIONOBJECTIVE :


PROJECT REPORT

Four Gram panchayat namely Kudraha, Jibhiyao, Chardahi and Baisiya Kala 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°36'35''N & 82°49'13''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 Kudraha, Jibhiyao, Chardahi & Baisiya Kala is situated at Ram Janki road and

Kudraha to Lalganj road in block Kudraha of Tehsil Basti Sadar. The project area consisting

of four Gram Panchayat namely Kudraha, Jibhiyao, Chardahi & Baisiya Kala and these gram

panchayat consisting nine revenue villages details shows as below.

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 :

Total SC/ST1971 1172 1399 278 12001981 1369 1528 - 2901991 1391 1512 379 263

2001 7480700 2398 490 145

240260

23981971 1173 247 136 3481981 1485 524 01991 1390 317 1592001 07480600 348 193

3481971 1171 257 88 7141981 1370 270 01991 1392 542 1342001 07480800 714 147

7141971 1170 1165 221 10571981 1367 1417 0 2611991 1389 1795 283 1862001 07480500 2111 391 131

136231109

21111971 1153 821 86 8161981 1356 886 0 2721991 1378 1105 1162001 07479400 1088 87

10881971 1179 453 155 2821981 1373 629 0 561991 1395 752 239 662001 07481100 705 108 42

56715676705

1971 1448 0 0 21981 1455 0 01991 1476 0 02001 07489200 2 1

21971 1178 174 37 2521981 1374 186 01991 1396 224 302001 07481200 252 44

2521971 1180 97 15 1921981 1372 147 01991 1394 194 212001 07481000 192 24

192

Code Census Population

1.Shankarpur

6.Rethiya

Jibhiyao

5.Dubahana

3.Jamalpur

Population of

1.Jibhiyao

Total=1.Ujiyanpur

Total=

Kudraha1.Kudr

aha

Kudraha2.Shankarpur

Total=

ChardahiChard

ahi

1.Chardahi2.Paltipurwa

Name of Gram

Name of

Census decade

Kudraha3.Ujiyanpur

Jibhiyao

Baisiya Kala

1.Baisiya

Kala

1.Baisia Kala2.Anariya3.Chamar tola- I4.Chamar tola-II

6.Gothaipur chamar tola7.Jethu purwa8.maurya purwa

Total=

Total=1. Jamalpur

2.Baisiya

Kurd

4.Kalyanpur

Total=

Name of habitation

1.Kudraha Khas2.Chamrauti3.Belwariya Purwa4.Masraghwa Chamar tola5.Puchkarwa

2.Chamrauti3.Maurya purwa

Total=

4.Muslim tola5.Pandey purwa6.Pipariya7. Teli Purwa

Total=

1.Baisiya khurd

Total=1.Kalyanpur

2.2

2.3

2.4

3.03.1

SOURCE :Kuano and Manver river meets nearly 4 Km away in North-East and river Ghaghra flows

nearly 12 km away in South from the project area. The discharge of Kuano and Manver river

is too less to use the water as drinking purpose.However, the water of Ghaghra river can not

be used for this project because,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 .

The under ground water of the Kudraha, Jibhiyao, Chardahi & Baisiya Kala 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 :

QUALITY OF WATER :

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.

CLIMATE :

LOCATION :Kudraha, Jibhiyao, Chardahi & Baisiya Kala gram panchayat including this project is

situated in Block- Kudraha Tehsil-Basti Sadar, District -Basti in Eastern Uttar Pradesh. The

Letitude & Longitude of the Village is 26°36'35''N & 82°49'13''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 30 km. from District Head Quarter .

3.2

3.3

3.4

4.0

5.0

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).

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.

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

between the highest and lowest point is about 3.8 m. The mean sea level of the project area

is 85.04 meter, hence the total station survey work was carried out by this MSL.The R.L. of

proposed water work site is 83.00 .

EXISTING SERVICES (SANITATION, DRAINAGE AND WASTE DISPOSAL) :

SOCIO-ECONOMIC CONDITION :

PRESENT STATUS OF WATER SUPPLY :

Kudraha, Jibhiyao, Chardahi & Baisiya Kala 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.

TOPOGRAPHY :

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

from output of total station.

6.0

7.0

8.0

i.

ii.

iii.

iv.

v.

vi.

vii.

NECESSITY OF PIPED WATER SUPPLY SCHEME :

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.

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).

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

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).

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.

DESIGN PARAMETERS :

DESIGN CRITERIA :

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

through house connection only.

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

taken as 3.

9.0

S. No.Population of Kudraha

G.P.

Population of Jibhiyao

G.P.

Population of

Chardahi G.P.

1 3865 2622 1783

2 4702 3189 2170

3 5698 3866 2629

10

11

12.012.1

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

has been proposed as the source of water supply. The Kalwari Gram Panchayat 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 1350 lpm can be easily ascertain.

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 781 KLD

Midl stage 2030 950 KLD

SOURCE OF WATER SUPPLY :

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

iv. Simple graph plot method

i. Arithmetical increase method ii. Geometrical increase method

vi. Semi log graph method

Ulti. Stage 2045 1151 KLD

PROPOSALS-

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.

Stage

Initial stage (2015)

iii. Incremental increase method

Population of Baisiya Kala

G.P.

1430

1739

2107

Mid stage (2030)

Ulti. stage (2045)

9700

Total Population

11800

14300

12.2

12.3

12.4

12.5

12.6

12.7

12.8From 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.

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.

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 :

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 Kudraha. Hence taking the safety factor the

yield of 1350 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 Kudraha 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 :

YEILD OF THE TUBE WELL :

DISINFECTION :

Availability of power has been taken as 12 hours so a submersible pumping plant of 1350

lpm discharge and 41 m pumping head coupled with as 22.5 BHP three phase electric

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

well.

12.9

12.10

Sl. Dia Length

No. (in mm) (in m)1 6kg/sqcm 200 25

2 6kg/sqcm 160 1670

3 6kg/sqcm 140 1847

4 6kg/sqcm 110 4889

5 6kg/sqcm 90 2266

6 6kg/sqcm 75 2516

7 6kg/sqcm 63 24450

37663

PVC PIPES

PVC PIPES

PVC PIPES

PVC PIPES

PVC PIPES

ClassType of Pipe

STORAGE RESERVOIR :Single OHT provided for above four 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 800 KL

Capacity over a staging of 16 m has been proposed to be constructed. One outlet pipe for

every 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 1940 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 PIPES

PVC PIPES

Total=

Sl. Dia Length

No. (in mm) (in m)1 1 200 25

2 81 110 35

3 82 110 715

4 103 110 761

5 126 160 1670

6 171 140 564

7 172 110 528

Total 4298

12.1

12.1

12.1i.

PVC PIPES

PVC PIPES

PVC PIPES

B. NOTE:Shankarpur village is a revenue village of Kudraha Gram Panchayat, while it is situated

very closely to the Chardahi Gram Panchayat.Thre are no any direct approach road from

Kudraha to shankarpur village, so this village is feeded by line no. 158 of Chardahi Gram

Panchayat, A water meter install at this line to take the reading of water consumed by peoples

of Shankarpur village.If a separate line laying for this revenue village then nearly 3.0 km extra

line required to feed this village, which increase the cost of the estimate.To reduce the cost of

the estimate, avoide to laying this extra line.

PVC PIPES

PVC PIPES

PVC PIPES

PVC PIPES

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 :

Type of Pipe line no.

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. As per survey, the level

difference between Water Works site to the Road level is 2.10 meter. Hence necessary filling

of earth have been taken in the estimate.

A.BULK DISTRIBUTION LINES :

The following distribution line taken in bulk work:

1. For Common Works:

2. For Internal village:

(b) Pump attendent cum chaukidar : 1 No

(c) Tax Collector : 4 No

(c) Plumber : 1 No

WATER RECHARGING :

BOUNDARY WALL AND GATE-

The water recharging not required in this area.

AUXILARY WORK :

ii

12.1

13.0

14.0

15.0 TARRIF AND REVENUE :

SCHEDULE OF RATES :

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.

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 .

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.

MAINTENANCE OF THE SCHEME :

REINSTATEMENT OF ROAD :

16.0

Sl. No112

34

5

67

89

10

11

12

17.0

(i).

(ii).

(iii) Capital Cost of this scheme is 376.82 lacs which is finaced by the World Bank and GOI. A

dummy five year Operation and maintinace of amounting Rs.3550014.5 shown in the

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

Rate of water of supply per capita, per day in litreDaily water requirement in Kl.

Per capita maintenance cost in Rs.

3.04

2015 , 2030 and 2045respectinely resulting into an annual profit/loss of Rs. 761150 , Rs.

1185852 and Rs. 1631184 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 :

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. 1629600 , Rs.

2265600 and Rs. 3088800 in year 2015 , 2030 and 2045 respectively against an annual

O & M cost of Rs. 868450.5 , Rs. 1079748 and Rs. 1457616.5 in year

IMPLEMENTATION SCHEDULE

420391.24

970080.50

91.5

781.00

Per capita cost

1151.00

Middle Stage(2030)

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

346978.00

1185852.00761149.50

Particulars

Population

ECONOMICS :Based on above financial implications and cost structure, the economics of the scheme hasbeen worked out and is summarised in the following table :-

2

101.93

168

411800

Initial Stage(2015)

3

285252.44

37682300.00

1629600.00

3884.77

Cost of production of water per Kl. in Rs.

Per capita income in Rs.

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

80.50

950.00

216

3193.42

192

80.50

37682300.00

Total annual recurring expenditure in Rs.

2265600.001079748.00

Total annual income in Rs.868450.50

37682300.0

3.47

3088800.001457616.50

3.11

1631183.502635.13

Net Profit (+)/ Loss (-)


514300

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

89.53

18.0

(i).

(ii).

(iv).(v).

19.019.1

19.2

19.3

ENVIRONMENTAL IMPACT :Environmental impact may be defined as the sum of the short term and long term effects

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

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

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

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

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

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 :

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.

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.

Gram Sabha Kudraha, Jibhiyao, Chardahi & Baisiya Kala : Project Users, beneficiaries.

19.4

20.0

With the above remarks, the D.P.R. for the Kudraha, Jibhiyao, Chardahi & Baisiya Kala

Gram Panchayat water supply scheme of amounting to Rs. 376.82 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

Countersigned

( Er. Lakhan Singh )

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

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

Jibhiyao, Chardahi & Baisiya Kala 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.

Basti

CONCLUSION

FINANCIAL STATEMENT

1 2 3 4 51.0 Capital Cost of work 36584800.00 - 36584800.00

2.0 Contingencies 36584800.00 2.00% 731696.00

3.0 Add Labour Well fare Cess 36584800.00 1.00% 365848.00

37682344.00376.82 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 - KUDRAHA, 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 1202000.002 Pumping Plant & Chlorinating Plant 499000.003 Internal Electrification in Pump House 10000.004 Power Transmission line for Tubewell 452000.00

2163000.00

A-2 CIVIL WORKS1 Pump house cum chloronome 283700.002 Rising main and bye pass arrangenment 264400.003 R.C.C. Over Head Tank 8395900.004 Bulk Water Distribution System 2902000.005 Boundary wall and gate 1107900.006 Staff Quarter 562000.007 Simple SCADA System 200000.008 Three month maintinance (trial & run) 80100.00

13796000.00

15959000.00

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

for Kudraha Gram Pachayat. 6142300.002 Intra-village distribution system and other works

for Jibhiyao Gram Pachayat. 3916600.003 Intra-village distribution system and other works

for Chardahi Gram Pachayat. 3824000.004 Intra-village distribution system and other works

for Baisiya Kala Gram Pachayat. 6742900.0020625800.00

36584800.00

Assistant Engineer

Sub Total (A-2)

Sub Total (B)

Grand Total (A+B)

Grand Total (A=A1+A2)

Sub Total (A-1)



GENERAL ABSTRACT OF COST (CAPITAL WORKS)

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 312500.002 Electricity 1537050.003 Chemicals 64900.004 Staff 1440000.00

3354450.00B INTRA-VILLAGE WORKS

1Expenditure on Regular maintenance of works for Kudraha Gram Panchayat @ 0.25% of intra-village Distribution system. 15355.75

2Expenditure on Regular maintenance of works for Jibhiyao Gram Panchayat @ 0.25% of intra-village Distribution system. 9791.50

3Expenditure on Regular maintenance of works for Chardahi Gram Panchayat @ 0.25% of intra-village Distribution system. 9560.00

4Expenditure on Regular maintenance of works for Baisiya Kala Gram Panchayat @ 0.25% of intra-village Distribution system. 16857.25

5 Staff for tax collection (daily wages) @ Rs. 3000.00 per month in each G.P. 144000.00

195564.503550014.50

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 34421800.00 - 34421800.00

2.0 Contingencies 34421800.00 2.00% 688436.00

3.0 Add Labour Well fare Cess 34421800.00 1.00% 344218.00

35454454.00354.54 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 264400.00

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

4 Bulk Water Distribution System 4.298 Km 2902000.00

5 Boundary wall and gate 120.00 m 1107900.00

6 Staff Quarter 1 No. 562000.00

7 Simple SCADA System 1 No. 200000.00

8 Three month maintinance (trial & run) 3 month 80100.00

13796000.00

B

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

11.529 Km 6142300.00

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

8.84 Km 3916600.00

3 Intra-village distribution system and other works for Chardahi Gram Pachayat.

4.006 Km 3824000.00

4 Intra-village distribution system and other works for Baisiya Kala Gram Pachayat.

8.99 Km 6742900.00

20625800.00

34421800.00

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 2163000.00 2163000.00

2 Contingencies 2163000.00 2% 43,260.00

3 Labour Cess 2163000.00 1% 21630.00

TOTAL 2227890.00TOTAL 2227000.00

SAY 22.27 LACS

ESTIMATE FOR CONSTRUCTION OF TUBEWELL& OTHER E./M. WORKS KUDARAHA 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. 1202000.00 1202000.00

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 2163000.00

ASSISTANT ENGINEER

UNDER WORLD BANK PROGRAMME

DISTRICT : BASTI

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

ASSISTANT ENGINEER

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

WATER SUPPLY SCHEME

ECONOMICS

Sl. No

Particulars Initial Stage(2015)

Middle Stage(2030)


1 2 3 4 51 Population

9700 11800 143002 Rate of water of supply per capita,

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

781.00 950.00 1151.004 Average annual production of water

in Kl. 285252 346978 4203915 Total estimated cost of the scheme in

lacs 37682300.0 37682300.0 37682300.06 Total annual income in Rs. 1629600.00 2265600.00 3088800.00

7 Total annual recurring expenditure inRs. 868450.50 1079748.00 1457616.50

8 Net Profit (+)/ Loss (-) 761149.50 1185852.00 1631183.50

9 Per capita cost 3884.77 3193.42 2635.13

10 Per capita maintenance cost in Rs. 89.53 91.50 101.93

11Per capita income in Rs. 168.00 192.00 216.00

12 Cost of production of water per Kl. inRs. 3.04 3.11 3.47

ASSISTANT ENGINEER


ABSTRACT OF ECONOMICS

Sl. No


Middle Stage(2030)


1 2 3 4 51 Design Population 9700 11800 143002 Rate of water supply in lpcd 80.50 80.50 80.503 Daily water requirement in Kl 781 950 1151

4 Annual water requirement in Kl average 285252.44 346978.00 420391.24

5 Number of house hold 1940 2360 2860

6 Number of taxable house assuming 100%of total population shall be able to paytax. 1940 2360 2860

7 No.of Private house connection 1940 2360 2860

(a) Annual Rental value of Private connection@ Rs 70, 80 & 90 per month perconnection for initial, mid and designyear. 1629600.00 2265600.00 3088800.00

8 Hence Total Income 1629600.00 2265600.00 3088800.00

9 Annual recuring expenditure in Rs. 868450.50 1079748.00 1457616.50

10 Net Profit (+) / Loss (-) 761149.50 1185852.00 1631183.50

Say 761150.00 1185852.00 1631184.00

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 12980.00 16650.00 21130.00

3 Expenditure on electricity 307410.00 309440.00 477050.00

4 Expenditure on annualmaintenance and repair chargesfor bulk work

62500.00 108100.00 153800.00

5 Cess Charges 1996.00 2429.00 2943.00

6Expenditure on annualmaintenanceon intra distributionsystem

51564.50 103129.00 154693.50

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

144000.00 216000.00 288000.00

TOTAL 868450.50 1079748.00 1457616.50

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 KUDRAHA 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.781.00 950.00 1151.00

2 Assuming average annual consumptionas 70% of the total annual consumptionaverage annual production of waterin(Kl) (daily requirement x 365.24 x .70) 199676.71 242884.60 294273.87

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) 99.84 121.44 147.14

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

399.35 485.77 588.55 Say 399.00 486.00 589.00

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

9975.00 12150.00 14725.007 Cost of chemical testing of water etc.

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

12975.00 16650.00 21125.00Say Rs. 12980.00 16650.00 21130.00

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. 1350 1350 13503 Required pumping hours . 9.64 11.73 7.11

4 Daily consumption of water in K.L. 781 950 1151

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.) 22.50 22.50 22.508 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). 60091.53 44573.61 54006.74

9 Cost of power consumption @ Rs.4.5, 6,7.5 kwhr. In base, middle, ulimate year. 270411.88 267441.69 405050.56

10 Meter rent @ Rs.40 per H.P. per month . 10800.00 10800.00 21600.00

11 Fixed charges @ Rs.60 per H.P. permonth . 16200.00 16200.00 32400.00

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) 307411.88 309441.69 477050.56

Say 307410.00 309440.00 477050.00

ASSISTANT ENGINEER

ANNUAL EXPENDITURE ON ELECTRICITY



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

1 Building works 1953600.00 1.00 19536.00 1.50 29304.00 2.00 39072.00

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

3 Distribution System

(*)Bulk 3166400.00 0.25 7916.00 0.50 15832.00 0.75 23748.00

4 Machinery work 699000.00 2.00 13980.00 3.00 20970.00 4.00 27960.00

5 Miscellaneous (repairsnot required) 1744100.00 - - - - - -

TOTAL 12792600.0 - 62421.8 - 108085.50 - 153749.25Say 12792600.0 62500.0 108100.00 153800.00

1 Intra village DistributionSystem 20625800.00 0.25 51564.50 0.50 103129.00 0.75 154693.50

ASSISTANT ENGINEER

Particulars Totalcostof work (in Rs.)

For intra village Works

For bulk Works

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



ANNUAL MAINTENANCE EXPENDITURE ON REPAIR WORKS

Sl.no.

Sl. No.


Middle Stage(2030)


1 2 3 4 51 Total Population

9700.00 11800.00 14300.002 Annual production of water in

Kl

(a) Total production of waterper day 780.85 949.90 1151.15

Say 781.00 950.00 1151.00

(b) Total production of waterper year in kl 285197.65 346941.48 420446.03

Say 285198.00 346941.00 420446.00

(c) Average @ 70% of Total 199638.60 242858.70 294312.20

Say 199639.00 242859.00 294312.003 Water cess levy @ Rs.0.01 per

Kl. 1996.39 2428.59 2943.12Say Rs. 1996.00 2429.00 2943.00

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 264400.0 - - 264400.0 - -

3 RCC OHT tank 8395900.0 - 8395900.0 - - -

4 Distribution System 23527800.0 - - 23527800.0 - -

5 Baundary wall & Gate 1107900.0 1107900.0 - - - -

6 Staff Quarter 562000.00 562000.00

8 Simple SCADA 200000.00 200000.00

9 Three month maintinance (trial & run) 80100.00 - - - - 80100.0

SUB-TOTAL (A) 34421800.0 1953600.0 8395900.0 23792200.0 200000.0 80100.0B. E/M WORKS1 Tube well 1202000.00 - - - - 1202000.0

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) 2163000.0 0.0 0.0 0.0 499000.0 1664000.0GRAND TOTAL(A+B) 36584800.0 1953600.0 8395900.0 23792200.0 699000.0 1744100.0

ASSISTANT ENGINEER

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



TECHNICAL STATEMENT

1.AUTHORITY

2.POPULATION PROJECTION

Total SC/ST

1971 1172 1399 278 1.Kudraha Khas 1200

1981 1369 1528 - 2.Chamrauti 290

1991 1391 1512 379 3.Belwariya Purwa 263

2001 7480700 2398 490 4.Masraghwa Chamar tola 145

5.Puchkarwa 240

6.Rethiya 260

2398

1971 1173 247 136 1.Shankarpur 348

1981 1485 524 0

1991 1390 317 159

2001 07480600 348 193

348

1971 1171 257 88 1.Ujiyanpur 714

1981 1370 270 0

1991 1392 542 134

2001 07480800 714 147

714


TECHNICAL NOTE

Name of habitation

TECHNICAL NOTE

Census decade

Census PopulationName of Village

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 Kudraha, Jibhiyao, Chardahi & Baisiya Kala 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

Kudraha

Kudraha

Code

Kudraha

Total=

Total=

Total=

1.Kudraha

2.Shankarpur

3.Ujiyanpur

1971 1170 1165 221 1.Jibhiyao 1057

1981 1367 1417 0 2.Chamrauti 261

1991 1389 1795 283 3.Maurya purwa 186

2001 07480500 2111 391 4.Muslim tola 1315.Pandey purwa 136

6.Pipariya 2317. Teli Purwa 109

21111971 1153 821 86 1.Chardahi 8161981 1356 886 0 2.Paltipurwa 2721991 1378 1105 1162001 07479400 1088 87

10881971

1179 453 155 1.Baisia Kala282

1981 1373 629 0 2.Anariya 56

1991 1395 752 2393.Chamar tola- I 66

2001 07481100 705 1084.Chamar tola-II 42

5.Dubahana 566.Gothaipur chamar tola 717.Jethu purwa 568.maurya purwa 76

7051971

1448 0 01.Baisiya khurd

2

1981 1455 0 0

1991 1476 0 0

2001 07489200 2 12

1971 1178 174 37 1. Jamalpur 2521981 1374 186 01991 1396 224 302001 07481200 252 44

2521971 1180 97 15 1.Kalyanpur 1921981 1372 147 01991 1394 194 212001 07481000 192 24

192

2.Baisiya Kurd

3.Jamalpur

4.Kalyanpur

Chardahi

Total=

1.Baisiya Kala

Jibhiyao

Chardahi

Total=

Total=

Jibhiyao

Total=

Baisiya Kala

Total=

Total=

2084814

2464464

18.21 %

9232.22

9232

Sl.No. year Census population

Increase per decade

Incremental increase

1 1971 4613 0 02 1981 5587 974 03 1991 6441 854 -1204 2001 7810 1369 5157 2011 9232 1422 53

Total 4619 448Average 1155 149

A- ARITHMETICAL INCREASE METHOD

Population at the end of any year is given by formula noted below: Pn= P+dx0.1xn

Where Pn= Population after n year P= Population of the base year ie.(last known census)

d= Average increase in Population per decaden= No. of year after base year.

4613558764417810

For population projection, it is assumed that Scheme will be completed in the year 2015 hence, base

year, middle year and design year are assumed 2015, 2030, & 2045 respectively. The calculations are

given below.

From the above census population increase per decade incremental increase and average for the

calculation of future population is calculated as under.Since 2011 Census population of these gram

panchayat are not available but the population of year 2011 of this district is available, then the population

of these gram panchayat in year 2011 shall be worked out on the basis of actual decadal growth for the

district during 2001-2011.

Year Population1971198119912001

Accordingly Kudraha, Jibhiyao, Chardahi & Baisiya Kala Gram Panchayat Population in differentdecade is as below:-

Say

Population in census 2011 of Basti Distric=

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

Population in census 2011 of this Gram Panchayat=

Population in census 2001 of Basti Distric=

POPULATION PROJECTION IN YEAR 2015P2015 = P2011+d x 0.1 (2015-2011)

=9232+1154.75 x 0.4 =9693.9

Say= 9700

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

=9232+1154.75 x 1.9 =11426.025

Say= 11400

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

=9232+1154.75 x 3.4 =13158.15

Say = 13200 B- GEOMETRICAL INCREASE METHOD

Rate of growth (r) per decade between 1981 to 1991 = 854x 100/5587 =0.1531991 to 2001 = 1369x 100/6441=0.213

Geometric mean= √( 0.153x0.213)= √(0.00125)

rg= 0.188

P2015 =P2011x (1+rg)^(.1x n) = 9232x (1+0.188)^ 0.4 =9890.594

Say = 9900

P2030 =P2011x (1+rg)^(.1x n) = 9232x (1+0.188)^ 1.9 =12806.989

Say = 12800

P2045 =P2011x (1+rg)^(.1x n) = 9232x (1+0.188)^ 3.4 =16583.328

Say= 16600 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 Populationd = 1154.75

I = 149.33

POPULATION PROJECTION IN YEAR 2015

P2015 = 9232+ (1154.75x0.4) +{149.33x (0.4) x (0.4+1)}/2 = 9735.71

Say = 9700POPULATION PROJECTION IN YEAR 2030

P2030 = 9232+ (1154.75x1.9) +{149.33x (1.9) x (1.9+1)}/2 = 11837.43

Say = 11800POPULATION PROJECTION IN YEAR 2045

P2045 = 9232+ (1154.75x3.4) +{149.33x (3.4) x (3.4+1)}/2 = 14275.14

Say = 14300 D. SIMPLE GRAPH METHOD

Sl.No. Year Population1 2015 99002 2030 128003 2045 16600

E. SEMILOG GRAPH METHOD

Sl.No. Year Population1 2015 100002 2030 132003 2045 17500

Population projection adopted by different method is tabulated below-

2011 2015 2030 2045

1 9232 9700 11400 13200

2 9232 9900 12800 16600

3 9232 9700 11800 14300

4 9232 9900 12800 16600

5 9232 10000 13200 17500

Sl. No. Method of population projection

Incremental Increase methodSimple Graph method

Semi log Graph method

Geometrical Increase 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.

Projected population in different year

Arithmetical Increase method

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.

Hence population adopted in different year a below-

Total SC/ST Kudraha Jibhiyao Chardahi Baisiya Kala

Base Year 2015 9700 2180 3865 2622 1783 1430

Middle Year 2030 11800 2652 4702 3189 2170 1739

Design year 2045 14300 3213 5698 3866 2629 2107

3- RATE OF WATER SUPPLY-

4- WATER REQUIREMENT –

A- At the initial stage i.e. the year 20151- Rate of water supply 80.5 lpcd

2- Population at initial stage 97003- Water requirement per day = (80.5x9700)/1000=780.85

Say 781 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 four Gram

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

This water supply scheme has four Gram Panchayat namely Kudraha, Jibhiyao, Chardahi & Baisiya

Kala and these gram panchayat consisting nine 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:

Adopted Total population G.P. wise population projection

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

method works out to 1.58 percent, this figure is much less than the percentage increase of 2.13 percent

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

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

the values are 21.11 / 15.29 and 21.25 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.

Year

A- At the mid stage i.e. the year 20301- Rate of water supply 80.5 lpcd2- Population at middle stage 118003- Water requirement per day = (80.5x11800)/1000=949.9

Say 950 KLA- At the ultimate stage i.e. the year 2045

1- Rate of water supply 80.5 lpcd2- Population at ultimate stage 14300

3- Water requirement per day = (80.5x14300)/1000=1151.15 Say 1151 KL 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=(781x1000)/ 8x60x1350 =0.803

Say 1 No.(b) For the base year i.e. 2030 Requirements numbers of tube well=(950x1000)/ 8x60x1350 =0.977

Say 1 No.(c) For the base year i.e. 2045 Requirements numbers of tube well=(1151x1000)/ 8x60x1350 =1.184

Say 2 No.

7-YIELD OF THE TUBEWELL

Hence it is proposed that 1 no tube well having discharge 1350 Lpm is to be constructed under thisscheme.

Assuming the discharge of Tube well as 1350 lpm for four 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.

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 Kalwari Gram Panchayat 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 1350 Lpm. will be achieved there. Hence a tube well of 1350 lpm is provided in this

scheme.

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 Kudraha,

Jibhiyao, Chardahi & Baisiya Kala Gram Panchayat hence as per requirement, the yield of 1350 Lpm. Is

being proposed from the tube well in this estimate.

8- ACTUAL PUMPING HOURS.

Sl.No. Year1 20152 20303 2045

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

Sl.No. Head in M1 82 53 54 165 46 17 2

41Design of pumping plant for middle stage 2030

20.197 2.02

22.22 Say B.H.P. of Motor = 22.5 B.H.P.

10- DESIGN OF CHLORINATOR DESIGN DATA 1. Requirement of water per day in KL- 950KL 2. Minimum dose of chlorine in PPM (K)- 1.0 PPM 3. Interval charges of the dose in Hr (T) - 24 Hrs 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 =950KL 2. Quantity of water to be disinfected per day at design stage in liter = 950000 lit 2. Quantity of water to be disinfected per day at design stage in gallon (Q)= 208974.92 2. Capacity of dozer at the middle stage =Q*K*T/P =(208974.92x1x24x100)/(10x25x100000) = 20.06 Say 24 gallon

11 - RISING MAIN

781x1000/1350x60x1=9.642Hours

B.H.P.of Pumping plant =(1350x41 )/4500x0.609 =Add 10% Extra for over charge due to voltage fluctuation =

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.

Staging of OHT=depth of water in OHT=

Friction loss=Velocity head at end of RM=

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

Total

depression due to pumping=

depth of water below GL=Description

It is assumed that 1 pumping plant of the discharge 1350 lpm will be in use up to mid stage.

Pumping hours at different stage have been calculated as below.

Seasonal variation=

950x1000/1350x60x1=11.728Hours

Hours

1151x1000/1350x60x2=7.105Hours


9232

9900

12800

9000

10000

11000

12000

13000

14000

15000

16000

POPU

LATI

ON

Assistant Engineer

4613

5587

6441

7810

2000

3000

4000

5000

6000

7000

8000

1960 1970 1980 1990 2000 2010 2020 2030 2040 2050YEAR


55876441

7810923210000

1320017500

10000

100000

1000000

POPU

LATI

ON

Assistant Engineer

46135587

100

1000

1960 1970 1980 1990 2000 2010 2020 2030 2040 2050YEAR

950.00 KL 950/24 = 39.583 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 x39.583 = 779.79 = 779.00 KL

Say 800.00 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 779 KL.But as per the norms nexthigher capacity 800 KL is commonly proposed. Hence the capacity of OHT 800 KL & staging 16meter 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.

Dia of Pipe (mm) = 200

Max. Water Pressure p (Kg/Sqcm) = 12.14

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 = 0.707107 Say 0.707

F = 5.390111 Say 5.39 Tonnes

(I) Lateral Resistance to Counteract The Horizontal Thrust:

Try a Thrust Block of Size = 1.5 M. Each Side

Weight of Thrust Block = 1.203*2.4= 8.10 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 = 0.54 Tonnes

Totla Weigth = 8.69 Tonnes

Total force available considering friction resistance of Soil = 8.69*0.3 = 2.607

Say 2.61 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

= 9.11 + 0 = 9.11

Say 9.11 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 = 11.84 Tonnes

Total Horizontal Thrust = 5.39 Tonnes

Factor of safety = 2.197 Which is OK

Reinforcement :-

provided 10 mm bars @ 170 mmC/C

i.e. 5.47 Kg/Sqm which is more than 5.0 Kg/Sqm

Weight of steel = 48.27 kg

Assistant Engineer

(ii) Lateral Resistance of Soil hen the Thrust Block is Free to Yield

The minimum surface reinforcement in all thrust block shall be 5 Kg/ Sqm (as

KUDRAHA W/S Scheme DATE:26-07-13 (KUDRA1/3gorakh) 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. 99.000 83.000 16.000 1FH 1 25. 0. 0. 14300. 184PV 145. 143.89 1.503 211.9 10.40 0.260 1 98.740 85.100 13.640 2 2 15. 0. 0. 5700. 129PV 145. 57.36 1.219 148.6 10.67 0.160 2 98.580 85.000 13.580 3 3 54. 30. 0. 15. 58PV 145. 0.15 0.016 66.8 0.01 0.000 231 97.474 84.630 12.844 4RN 4 78. 45. 0. 3158. 129PV 145. 31.77 0.675 148.6 3.57 0.280 231 97.196 84.620 12.576 5 5 99. 55. 0. 2759. 129PV 145. 27.77 0.590 148.6 2.78 0.275 5 96.920 84.610 12.310 6 6 258. 145. 0. 219. 58PV 145. 2.21 0.232 66.8 1.26 0.325 6 96.596 85.100 11.496 57MH 7 31. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 7 96.591 85.080 11.511 8RN 8 126. 70. 0. 35. 58PV 145. 0.35 0.037 66.8 0.04 0.005 7 96.586 85.080 11.506 9RN 9 79. 45. 0. 2418. 129PV 145. 24.33 0.517 148.6 2.18 0.170 6 96.748 84.680 12.068 10 10 67. 40. 0. 20. 58PV 145. 0.20 0.021 66.8 0.01 0.000 10 96.747 86.230 10.517 11RN 11 90. 50. 0. 2330. 129PV 145. 23.45 0.498 148.6 2.04 0.185 10 96.564 84.130 12.434 12 12 41. 25. 0. 68. 58PV 145. 0.68 0.071 66.8 0.14 0.005 12 96.559 85.260 11.299 13 13 36. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 13 96.558 85.480 11.078 14RN 14 64. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 13 96.558 85.080 11.478 15RN 15 139. 80. 0. 2185. 129PV 145. 21.99 0.467 148.6 1.81 0.250 12 96.313 84.450 11.863 16 16 92. 50. 0. 25. 58PV 145. 0.25 0.026 66.8 0.02 0.000 16 96.311 84.710 11.601 17RN 17 34. 20. 0. 2085. 129PV 145. 20.98 0.446 148.6 1.66 0.055 16 96.257 84.420 11.837 18 18 25. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 18 96.257 84.450 11.807 19RN 19 28. 15. 0. 2053. 129PV 145. 20.65 0.439 148.6 1.61 0.045 18 96.212 84.610 11.602 20 20 64. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 20 96.211 84.020 12.191 21RN 21 17. 10. 0. 2005. 101PV 145. 20.18 0.699 116.3 5.08 0.085 20 96.125 84.630 11.495 22 22 48. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 22 96.125 85.050 11.075 23RN 23 227. 130. 0. 1910. 101PV 145. 19.22 0.666 116.3 4.64 1.055 22 95.072 84.160 10.912 24 24 219. 125. 0. 588. 58PV 145. 5.91 0.622 66.8 7.79 1.705 24 93.366 84.170 9.196 25 25 58. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 25 93.366 84.000 9.366 26RN 26 81. 45. 0. 468. 58PV 145. 4.70 0.495 66.8 5.10 0.415 25 92.953 84.820 8.133 27MH 27 105. 60. 0. 30. 58PV 145. 0.30 0.032 66.8 0.03 0.005 27 92.950 84.700 8.250 28RN 28 65. 35. 0. 368. 58PV 145. 3.70 0.389 66.8 3.27 0.210 27 92.740 84.310 8.430 29 29 69. 40. 0. 20. 58PV 145. 0.20 0.021 66.8 0.01 0.000 29 92.739 84.620 8.119 30RN 30 205. 115. 0. 253. 58PV 145. 2.54 0.267 66.8 1.63 0.335 29 92.406 84.360 8.046 31 31 144. 80. 0. 40. 58PV 145. 0.40 0.042 66.8 0.05 0.010 31 92.398 84.360 8.038 32RN 32 203. 115. 0. 58. 58PV 145. 0.58 0.061 66.8 0.11 0.020 31 92.385 84.070 8.315 33RN ** 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. 33 158. 90. 0. 1150. 83PV 145. 11.57 0.594 95.6 4.72 0.745 24 94.327 84.170 10.157 34 34 71. 40. 0. 20. 58PV 145. 0.20 0.021 66.8 0.01 0.000 34 94.326 84.000 10.326 35RN 35 53. 30. 0. 15. 58PV 145. 0.15 0.016 66.8 0.01 0.000 34 94.327 84.840 9.487 36RN 36 65. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 34 94.326 83.120 11.206 37RN 37 756. 430. 0. 785. 83PV 145. 7.90 0.406 95.6 2.33 1.760 34 92.569 83.570 8.999 38 38 233. 135. 0. 68. 58PV 145. 0.68 0.071 66.8 0.14 0.035 38 92.536 84.030 8.506 39RN 39 174. 100. 0. 385. 58PV 145. 3.87 0.407 66.8 3.56 0.620 38 91.949 83.770 8.179 40 40 35. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 40 91.949 83.770 8.179 41RN 41 10. 5. 0. 313. 58PV 145. 3.14 0.331 66.8 2.42 0.025 40 91.925 83.940 7.985 42 42 75. 45. 0. 112. 58PV 145. 1.13 0.119 66.8 0.36 0.025 42 91.897 84.880 7.017 43 43 37. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 43 91.897 84.880 7.017 44RN 44 40. 25. 0. 58. 58PV 145. 0.58 0.061 66.8 0.11 0.005 43 91.893 84.150 7.743 45 45 38. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 45 91.893 84.150 7.743 46RN 46 41. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 45 91.893 84.150 7.743 47RN 47 30. 15. 0. 168. 58PV 145. 1.69 0.177 66.8 0.76 0.025 42 91.902 83.890 8.012 48 48 98. 55. 0. 27. 58PV 145. 0.28 0.029 66.8 0.03 0.005 48 91.899 84.740 7.159 49RN 49 44. 25. 0. 93. 58PV 145. 0.93 0.098 66.8 0.25 0.010 48 91.891 83.780 8.111 50 50 64. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 50 91.890 84.000 7.890 51RN 51 77. 45. 0. 23. 58PV 145. 0.23 0.024 66.8 0.02 0.000 50 91.889 84.280 7.609 52RN 52 299. 170. 0. 263. 58PV 145. 2.65 0.278 66.8 1.76 0.525 5 96.669 83.830 12.839 53 53 311. 175. 0. 91. 58PV 145. 0.91 0.096 66.8 0.24 0.075 53 96.593 84.850 11.743 54 54 37. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 54 96.593 85.100 11.493 55RN 55 34. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 54 96.593 85.100 11.493 56RN 56 35. 20. 0. 47. 58PV 145. 0.47 0.050 66.8 0.07 0.005 57 96.593 84.850 11.743 54 57 35. 20. 0. 2480. 83PV 145. 24.95 1.854 79.5 48.13 1.685 3 96.895 85.150 11.745 58 58 88. 50. 0. 1054. 69PV 145. 10.60 0.788 79.5 9.87 0.870 58 96.027 85.220 10.807 59 59 83. 45. 0. 23. 58PV 145. 0.23 0.024 66.8 0.02 0.000 59 96.025 83.850 12.175 60RN 60 441. 250. 0. 859. 69PV 145. 8.64 0.642 79.5 6.76 2.980 59 93.048 84.160 8.888 61 61 415. 235. 0. 303. 58PV 145. 3.04 0.320 66.8 2.28 0.945 61 92.102 83.680 8.422 62 62 213. 120. 0. 60. 58PV 145. 0.60 0.063 66.8 0.11 0.025 62 92.078 83.210 8.868 63RN 63 113. 65. 0. 33. 58PV 145. 0.33 0.034 66.8 0.04 0.005 62 92.098 84.000 8.098 64RN 64 411. 235. 0. 196. 58PV 145. 1.98 0.208 66.8 1.02 0.420 61 92.627 83.930 8.697 65 65 82. 45. 0. 984. 69PV 145. 9.90 0.735 79.5 8.68 0.710 58 96.183 84.400 11.783 66 66 155. 90. 0. 45. 58PV 145. 0.45 0.048 66.8 0.07 0.010 66 96.173 84.310 11.863 67RN 67 246. 140. 0. 801. 69PV 145. 8.06 0.599 79.5 5.94 1.460 66 94.723 84.370 10.353 68 68 132. 75. 0. 38. 58PV 145. 0.38 0.040 66.8 0.05 0.005 68 94.716 83.500 11.216 69RN ** 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. 69 237. 135. 0. 589. 58PV 145. 5.92 0.623 66.8 7.82 1.855 68 92.870 83.910 8.960 70 70 374. 215. 0. 153. 58PV 145. 1.53 0.161 66.8 0.64 0.240 70 92.630 83.780 8.850 71 71 47. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 71 92.630 84.790 7.840 72RN 72 36. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 71 92.630 83.910 8.720 73RN 73 279. 160. 0. 181. 58PV 145. 1.82 0.192 66.8 0.88 0.245 70 92.624 84.930 7.694 74MH 74 44. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 74 92.624 84.340 8.284 75RN 75 27. 15. 0. 69. 58PV 145. 0.69 0.073 66.8 0.15 0.005 74 92.620 84.760 7.860 76 76 38. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 76 92.620 84.860 7.760 77RN 77 37. 20. 0. 31. 58PV 145. 0.31 0.033 66.8 0.03 0.000 76 92.619 84.410 8.209 78 78 94. 55. 0. 27. 58PV 145. 0.28 0.029 66.8 0.03 0.005 78 92.616 83.760 8.856 79RN 79 83. 45. 0. 56. 58PV 145. 0.57 0.060 66.8 0.10 0.010 65 92.619 84.410 8.209 78 80 671. 385. 0. 193. 58PV 145. 1.94 0.204 66.8 0.99 0.660 58 96.233 84.650 11.583 81RN 81 35. 0. 0. 3865. 101PV 145. 38.89 1.348 116.3 17.12 0.600 2 98.141 85.150 12.991 82 82 715. 270. 0. 1939. 101PV 145. 19.51 0.676 116.3 4.77 3.410 82 94.730 84.980 9.750 83 83 245. 90. 0. 295. 58PV 145. 2.97 0.312 66.8 2.18 0.535 83 94.197 85.110 9.087 84MH 84 62. 25. 0. 58. 58PV 145. 0.58 0.061 66.8 0.11 0.005 84 94.191 84.980 9.211 85 85 98. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 85 94.189 85.310 8.879 86RN 86 30. 10. 0. 5. 58PV 145. 0.05 0.005 66.8 0.00 0.000 85 94.191 85.200 8.991 87RN 87 86. 30. 0. 165. 58PV 145. 1.66 0.175 66.8 0.74 0.065 84 94.133 84.660 9.473 88 88 126. 45. 0. 23. 58PV 145. 0.23 0.024 66.8 0.02 0.000 88 94.131 84.250 9.881 89RN 89 112. 40. 0. 85. 58PV 145. 0.86 0.090 66.8 0.22 0.025 88 94.109 85.150 8.959 90 90 96. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 90 94.108 85.100 9.008 91RN 91 84. 30. 0. 15. 58PV 145. 0.15 0.016 66.8 0.01 0.000 90 94.108 85.150 8.958 92RN 92 62. 25. 0. 1451. 101PV 145. 14.60 0.506 116.3 2.79 0.175 83 94.557 84.890 9.667 93 93 431. 160. 0. 210. 58PV 145. 2.11 0.222 66.8 1.16 0.500 93 94.057 84.200 9.857 94 94 56. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 94 94.057 84.640 9.417 95RN 95 296. 110. 0. 55. 58PV 145. 0.55 0.058 66.8 0.10 0.030 94 94.029 83.850 10.179 96RN 96 781. 295. 0. 1001. 101PV 145. 10.08 0.349 116.3 1.40 1.095 93 93.461 84.100 9.361 97MH 97 247. 95. 0. 48. 58PV 145. 0.48 0.050 66.8 0.07 0.020 97 93.443 84.020 9.423 98RN 98 250. 95. 0. 711. 83PV 145. 7.16 0.367 95.6 1.94 0.485 97 92.976 83.330 9.646 99 99 600. 225. 0. 376. 69PV 145. 3.79 0.281 79.5 1.47 0.880 99 92.097 83.630 8.467 109 100 295. 110. 0. 120. 58PV 145. 1.21 0.127 66.8 0.41 0.120 99 92.855 84.770 8.085 101MH 101 65. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 101 92.855 84.420 8.435 102RN 102 109. 40. 0. 20. 58PV 145. 0.20 0.021 66.8 0.01 0.000 101 92.854 83.830 9.024 103RN 103 761. 285. 0. 1649. 101PV 145. 16.59 0.575 116.3 3.53 2.690 82 95.452 84.700 10.752 104 104 269. 100. 0. 911. 83PV 145. 9.17 0.471 95.6 3.06 0.825 104 94.628 84.700 9.928 105 ** 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. 105 619. 230. 0. 115. 58PV 145. 1.16 0.122 66.8 0.38 0.235 105 94.393 84.980 9.413 106RN 106 384. 145. 0. 559. 69PV 145. 5.62 0.418 79.5 3.05 1.170 105 93.459 85.150 8.309 107 107 163. 60. 0. 30. 58PV 145. 0.30 0.032 66.8 0.03 0.005 107 93.453 85.150 8.303 108RN 108 1114. 420. 0. 216. 58PV 145. 2.17 0.229 66.8 1.22 1.360 107 92.097 83.630 8.467 109 109 20. 0. 0. 90. 58PV 145. 0.91 0.095 66.8 0.24 0.005 57 96.591 85.000 11.591 7 110 328. 125. 0. 208. 58PV 145. 2.09 0.220 66.8 1.13 0.370 109 91.725 83.980 7.745 111 111 52. 20. 0. 85. 58PV 145. 0.86 0.090 66.8 0.22 0.010 111 91.714 84.330 7.384 112 112 46. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 112 91.714 83.720 7.994 113RN 113 39. 15. 0. 53. 58PV 145. 0.53 0.056 66.8 0.09 0.005 112 91.710 84.470 7.240 114 114 27. 10. 0. 5. 58PV 145. 0.05 0.005 66.8 0.00 0.000 114 91.710 84.590 7.120 115RN 115 94. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 114 91.709 83.530 8.179 116RN 116 128. 50. 0. 25. 58PV 145. 0.25 0.026 66.8 0.02 0.005 111 91.722 83.410 8.312 117RN 117 226. 85. 0. 503. 58PV 145. 5.06 0.532 66.8 5.83 1.320 104 94.134 84.800 9.334 118 118 73. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 118 94.134 85.440 8.694 119RN 119 49. 20. 0. 425. 58PV 145. 4.28 0.450 66.8 4.28 0.210 118 93.925 84.830 9.095 120 120 114. 45. 0. 228. 58PV 145. 2.29 0.241 66.8 1.34 0.155 120 93.771 85.850 7.921 121MH 121 475. 180. 0. 90. 58PV 145. 0.91 0.095 66.8 0.24 0.115 121 93.657 85.180 8.477 122RN 122 66. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 121 93.771 84.210 9.561 123RN 123 380. 140. 0. 95. 58PV 145. 0.96 0.101 66.8 0.27 0.100 120 93.823 85.230 8.593 124 124 27. 10. 0. 5. 58PV 145. 0.05 0.005 66.8 0.00 0.000 124 93.823 84.530 9.293 125RN 125 36. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 124 93.823 85.230 8.593 126RN 126 1670. 0. 0. 2630. 148PV 145. 26.46 0.427 170.5 1.30 2.180 2 96.561 84.660 11.901 127 127 67. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 127 96.560 84.160 12.400 128RN 128 297. 150. 0. 2520. 129PV 145. 25.36 0.539 148.6 2.35 0.700 127 95.862 84.310 11.552 129 129 123. 60. 0. 30. 58PV 145. 0.30 0.032 66.8 0.03 0.005 129 95.858 84.900 10.958 130RN 130 44. 20. 0. 2375. 129PV 145. 23.90 0.508 148.6 2.11 0.095 129 95.769 84.250 11.519 131 131 140. 70. 0. 600. 58PV 145. 6.04 0.635 66.8 8.10 1.135 131 94.635 84.240 10.395 132 132 66. 35. 0. 398. 58PV 145. 4.00 0.421 66.8 3.78 0.250 132 94.386 84.070 10.316 133 133 433. 220. 0. 110. 58PV 145. 1.11 0.116 66.8 0.35 0.150 133 94.234 84.010 10.224 134RN 134 196. 100. 0. 50. 58PV 145. 0.50 0.053 66.8 0.08 0.015 133 94.370 84.290 10.080 135RN 135 120. 60. 0. 30. 58PV 145. 0.30 0.032 66.8 0.03 0.005 133 94.382 85.090 9.292 136RN 136 144. 75. 0. 112. 58PV 145. 1.13 0.119 66.8 0.36 0.055 132 94.582 86.030 8.552 137 137 48. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 137 94.582 86.870 7.712 138RN 138 88. 50. 0. 25. 58PV 145. 0.25 0.026 66.8 0.02 0.000 137 94.580 86.390 8.190 139RN 139 24. 10. 0. 1725. 129PV 145. 17.36 0.369 148.6 1.17 0.030 131 95.741 86.670 9.071 140MH 140 37. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 140 95.741 84.320 11.421 141RN ** 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. 141 123. 60. 0. 70. 58PV 145. 0.70 0.074 66.8 0.15 0.020 140 95.722 85.350 10.372 142 142 51. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 142 95.722 85.210 10.512 143RN 143 26. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 142 95.722 85.520 10.202 144RN 144 56. 30. 0. 1585. 129PV 145. 15.95 0.339 148.6 1.00 0.055 140 95.685 85.000 10.685 145 145 60. 30. 0. 190. 58PV 145. 1.91 0.201 66.8 0.96 0.060 145 95.627 84.750 10.877 146 146 77. 40. 0. 20. 58PV 145. 0.20 0.021 66.8 0.01 0.000 146 95.626 84.750 10.876 147RN 147 30. 15. 0. 128. 58PV 145. 1.28 0.135 66.8 0.46 0.015 146 95.613 84.930 10.683 148 148 64. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 148 95.613 85.090 10.523 149RN 149 28. 15. 0. 78. 58PV 145. 0.78 0.082 66.8 0.18 0.005 148 95.608 85.190 10.418 150 150 33. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 150 95.608 84.960 10.648 151RN 151 27. 15. 0. 48. 58PV 145. 0.48 0.050 66.8 0.07 0.000 150 95.606 85.510 10.096 152MH 152 31. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 152 95.606 84.860 10.746 153RN 153 51. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 152 95.606 85.390 10.216 154RN 154 89. 45. 0. 1343. 101PV 145. 13.51 0.468 116.3 2.42 0.215 145 95.470 84.680 10.790 155 155 275. 140. 0. 70. 58PV 145. 0.70 0.074 66.8 0.15 0.040 155 95.428 86.020 9.408 156RN 156 262. 135. 0. 1113. 83PV 145. 11.19 0.575 95.6 4.44 1.160 155 94.308 84.770 9.538 157 157 644. 325. 0. 163. 58PV 145. 1.64 0.172 66.8 0.72 0.465 157 93.844 84.990 8.854 158RN 158 252. 130. 0. 655. 69PV 145. 6.59 0.490 79.5 4.09 1.030 157 93.277 83.710 9.567 159 159 135. 70. 0. 35. 58PV 145. 0.35 0.037 66.8 0.04 0.005 159 93.272 83.400 9.872 160RN 160 55. 30. 0. 125. 58PV 145. 1.26 0.132 66.8 0.44 0.025 159 93.253 84.710 8.543 161 161 65. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 161 93.252 85.210 8.042 162RN 162 145. 75. 0. 38. 58PV 145. 0.38 0.040 66.8 0.05 0.005 161 93.246 84.870 8.376 163RN 163 90. 45. 0. 358. 58PV 145. 3.60 0.378 66.8 3.10 0.280 159 92.998 84.480 8.518 164 164 96. 50. 0. 25. 58PV 145. 0.25 0.026 66.8 0.02 0.000 164 92.996 84.320 8.676 165RN 165 88. 45. 0. 23. 58PV 145. 0.23 0.024 66.8 0.02 0.000 164 92.996 85.220 7.776 166RN 166 236. 120. 0. 180. 58PV 145. 1.81 0.190 66.8 0.87 0.205 164 92.792 85.410 7.382 167 167 40. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 167 92.792 85.740 7.052 168RN 168 72. 35. 0. 83. 58PV 145. 0.83 0.087 66.8 0.21 0.015 167 92.777 85.360 7.417 169 169 47. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 169 92.777 84.290 8.487 170RN 170 83. 40. 0. 20. 58PV 145. 0.20 0.021 66.8 0.01 0.000 169 92.776 85.310 7.466 171RN 171 564. 0. 0. 2105. 129PV 145. 21.18 0.450 148.6 1.69 0.950 2 97.789 84.160 13.629 172 172 528. 0. 0. 825. 101PV 145. 8.31 0.288 116.3 0.98 0.520 172 97.271 83.600 13.671 173 173 72. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 173 97.270 83.600 13.670 174RN 174 55. 15. 0. 803. 83PV 145. 8.08 0.415 95.6 2.43 0.135 173 97.137 83.660 13.477 175 175 63. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 175 97.137 84.110 13.027 176RN 176 35. 10. 0. 775. 83PV 145. 7.80 0.401 95.6 2.27 0.080 175 97.058 83.660 13.398 177 ** 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 35. 10. 0. 5. 58PV 145. 0.05 0.005 66.8 0.00 0.000 177 97.058 83.660 13.398 178RN 178 446. 105. 0. 708. 83PV 145. 7.12 0.366 95.6 1.92 0.855 177 96.201 84.900 11.301 179 179 40. 10. 0. 5. 58PV 145. 0.05 0.005 66.8 0.00 0.000 179 96.201 84.900 11.301 180RN 180 106. 25. 0. 633. 58PV 145. 6.37 0.670 66.8 8.94 0.950 179 95.253 83.850 11.403 181 181 80. 20. 0. 65. 58PV 145. 0.65 0.069 66.8 0.13 0.010 181 95.242 84.550 10.692 182 182 51. 10. 0. 5. 58PV 145. 0.05 0.005 66.8 0.00 0.000 182 95.242 85.810 9.432 183RN 183 40. 10. 0. 40. 58PV 145. 0.40 0.042 66.8 0.05 0.000 182 95.240 84.060 11.180 184 184 73. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 184 95.240 84.450 10.790 185RN 185 35. 10. 0. 5. 58PV 145. 0.05 0.005 66.8 0.00 0.000 184 95.240 84.080 11.160 186RN 186 42. 10. 0. 5. 58PV 145. 0.05 0.005 66.8 0.00 0.000 184 95.240 84.130 11.110 187RN 187 96. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 181 95.253 83.660 11.593 188RN 188 80. 20. 0. 515. 58PV 145. 5.19 0.545 66.8 6.11 0.490 181 94.764 84.000 10.764 189 189 86. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 189 94.764 83.990 10.774 190RN 190 232. 55. 0. 458. 58PV 145. 4.61 0.484 66.8 4.91 1.140 189 93.624 83.950 9.674 191 191 116. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 191 93.624 84.510 9.114 192RN 192 34. 10. 0. 400. 58PV 145. 4.03 0.424 66.8 3.83 0.130 191 93.494 83.950 9.544 193 193 114. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 193 93.493 84.210 9.283 194RN 194 141. 35. 0. 353. 58PV 145. 3.55 0.373 66.8 3.03 0.430 193 93.067 83.610 9.457 195 195 111. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 195 93.066 83.970 9.096 196RN 196 378. 90. 0. 265. 58PV 145. 2.67 0.281 66.8 1.79 0.675 195 92.390 84.270 8.120 197 197 33. 10. 0. 40. 58PV 145. 0.40 0.042 66.8 0.05 0.000 197 92.389 84.980 7.409 198 198 47. 10. 0. 5. 58PV 145. 0.05 0.005 66.8 0.00 0.000 198 92.389 84.980 7.409 199RN 199 115. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 198 92.388 84.950 7.438 200RN 200 35. 10. 0. 170. 58PV 145. 1.72 0.180 66.8 0.79 0.030 197 92.363 83.880 8.483 201 201 115. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 201 92.362 84.610 7.752 202RN 202 134. 30. 0. 125. 58PV 145. 1.26 0.133 66.8 0.45 0.060 201 92.303 83.300 9.003 203 203 226. 55. 0. 87. 58PV 145. 0.88 0.092 66.8 0.23 0.050 204 92.303 83.300 9.003 203 204 121. 30. 0. 155. 58PV 145. 1.56 0.164 66.8 0.66 0.080 203 92.223 83.460 8.763 205 205 87. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 205 92.223 83.950 8.273 206RN 206 505. 120. 0. 60. 58PV 145. 0.60 0.063 66.8 0.11 0.060 205 92.166 83.460 8.706 207RN 207 543. 125. 0. 1217. 101PV 145. 12.25 0.425 116.3 2.01 1.095 172 96.695 83.670 13.025 208 208 45. 10. 0. 5. 58PV 145. 0.05 0.005 66.8 0.00 0.000 208 96.695 83.670 13.025 209RN 209 10. 0. 0. 1145. 101PV 145. 11.52 0.399 116.3 1.80 0.020 208 96.677 83.800 12.877 210 210 68. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 210 96.677 83.670 13.007 211RN 211 30. 5. 0. 1127. 101PV 145. 11.34 0.393 116.3 1.75 0.050 210 96.625 83.800 12.825 212 212 72. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 212 96.624 83.800 12.824 213RN ** 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# 7. 213 74. 15. 0. 1102. 101PV 145. 11.09 0.384 116.3 1.68 0.125 212 96.501 83.650 12.851 214 214 54. 15. 0. 28. 58PV 145. 0.28 0.029 66.8 0.03 0.000 214 96.499 83.720 12.779 215 215 18. 5. 0. 3. 58PV 145. 0.03 0.003 66.8 0.00 0.000 215 96.499 83.270 13.229 216RN 216 56. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 215 96.499 84.100 12.399 217RN 217 1017. 235. 0. 942. 101PV 145. 9.48 0.329 116.3 1.25 1.275 214 95.226 85.060 10.166 218 218 407. 95. 0. 48. 58PV 145. 0.48 0.050 66.8 0.07 0.030 218 95.196 85.150 10.046 219RN 219 423. 100. 0. 680. 69PV 145. 6.84 0.508 79.5 4.38 1.850 218 93.374 84.120 9.254 220 220 81. 20. 0. 250. 58PV 145. 2.52 0.264 66.8 1.60 0.130 220 93.244 85.230 8.014 221 221 59. 15. 0. 362. 58PV 145. 3.64 0.383 66.8 3.18 0.190 220 93.187 84.190 8.997 222 222 55. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 222 93.186 84.190 8.996 223RN 223 104. 25. 0. 327. 58PV 145. 3.29 0.346 66.8 2.63 0.275 222 92.913 83.620 9.293 224 224 108. 25. 0. 277. 58PV 145. 2.79 0.293 66.8 1.94 0.210 224 92.704 83.710 8.994 225 225 83. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 225 92.703 85.530 7.173 226RN 226 135. 30. 0. 230. 58PV 145. 2.31 0.243 66.8 1.37 0.185 225 92.519 83.310 9.209 227 227 31. 5. 0. 33. 58PV 145. 0.33 0.034 66.8 0.04 0.000 227 92.518 84.060 8.458 228 228 85. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 228 92.518 83.410 9.108 229RN 229 46. 10. 0. 5. 58PV 145. 0.05 0.005 66.8 0.00 0.000 228 92.518 84.310 8.208 230RN 230 275. 65. 0. 147. 58PV 145. 1.48 0.156 66.8 0.60 0.165 227 92.354 83.400 8.954 204MH 231 118. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 224 92.912 83.880 9.032 232RN 232 54. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 221 93.244 84.780 8.464 233RN 233 32. 5. 0. 47. 58PV 145. 0.48 0.050 66.8 0.07 0.000 221 93.242 85.590 7.652 234MH 234 60. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 234 93.242 85.100 8.142 235RN 235 18. 5. 0. 27. 58PV 145. 0.28 0.029 66.8 0.03 0.000 234 93.242 85.470 7.772 236 236 63. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 236 93.241 85.520 7.721 237RN 237 42. 10. 0. 5. 58PV 145. 0.05 0.005 66.8 0.00 0.000 236 93.242 84.500 8.742 238RN 238 128. 30. 0. 160. 58PV 145. 1.61 0.169 66.8 0.70 0.090 221 93.155 83.410 9.745 239 239 162. 40. 0. 20. 58PV 145. 0.20 0.021 66.8 0.01 0.000 239 93.152 83.820 9.332 240RN 240 34. 10. 0. 100. 58PV 145. 1.01 0.106 66.8 0.29 0.010 239 93.145 83.640 9.505 241 241 95. 20. 0. 45. 58PV 145. 0.45 0.048 66.8 0.07 0.005 241 93.138 85.820 7.318 242MH 242 77. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 242 93.138 85.410 7.728 243RN 243 69. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 242 93.138 84.730 8.408 244RN 244 43. 10. 0. 35. 58PV 145. 0.35 0.037 66.8 0.04 0.000 241 93.143 83.520 9.623 100 245 95. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 100 93.143 85.710 7.433 80RN 246 42. 10. 0. 5. 58PV 145. 0.05 0.005 66.8 0.00 0.000 100 93.143 83.630 9.513 110RN 247 300. 0. 0. 3210. 129PV 145. 32.30 0.686 148.6 3.69 1.105 3 97.474 84.630 12.844 231 ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness. ------------->=<-------------- ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness.

Pg# 8. 2.CONCLUSIONS : NOTE : INPUT HEAD AT NODE 1 = 16.00M Fixed E - Existing pipe line, EH- Economical Head, FH- Fixed Head NODE NO OF MIN TER HEAD = 44 MH = NODE OF LOWEST TERMINAL HEAD AMONGST THE NEIGHBOURING NODES MINIMUM TERMINAL HEAD = 7.017 M RN = NODE oF LOWEST HYDRAULIC LEVEL AMONGST THE NEIGHBOURING NODES MAXIMUM ERROR IN FLOW =0.00000 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 = 3.870 M HEAD & LEVELS ARE IN METERS TOTAL FLOW LENGTH = 37663. M I.D. of PVC Pipes have been assumed as given in Bill of Quantities, below Eq.DesignPopulation @ 80.50 lpcd = 14300. In case of more than one existing pipes along a line, Equivalent Dia. is taken SL NO. OF FARTHEST NODE = 207 MINIMUM TRAVERSE LENGTH BETWEEN FEEDING NODE & FARTHEST NODE = 3419. M AV HYD GRAD BET FEEDING NODE & FARTHEST NODE THRU MIN TRAVERSE= 2.00/1000 RATIO OF AVERAGE TO MAX.DEMAND DURING DESIGN PERIOD= 0.90 ( Calc.) 3.DESIGN PARAMETERS & CONSTRAINTS GIVEN DESIGN PERIOD OF PROJECT .. = 30.YEARS TERMINAL HEAD AT FEEDING NODE NO. 1= 16.00 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= 14300. 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 AIR-VALVES ADJACENT TO FOLLOWING NODES MAY BE CONSIDERED 140 POSITION OF SCOUR-VALVES ADJACENT TO FOLLOWING NODES MAY BE CONSIDERED 37 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 24450. 17021.21 90.00 1531909.00 61.00 1491450.00 10.00 244500.00 0.05 X SUPPLY COST 74572.50 7.50/ 6.90 PVC 2516. 1824.38 90.00 164193.81 74.00 188774.00 11.50 29336.50 0.05 X SUPPLY COST 9438.70 9.00/ 8.30 PVC 2266. 1650.25 90.00 148522.16 106.00 236486.00 14.60 32572.60 0.05 X SUPPLY COST 11824.30 11.00/10.10 PVC 4889. 3773.34 90.00 339600.16 144.00 704016.00 19.50 95335.50 0.05 X SUPPLY COST 35200.80 14.00/12.90 PVC 1847. 1520.16 90.00 136814.11 245.00 452515.00 26.30 48576.10 0.05 X SUPPLY COST 22625.75 16.00/14.80 PVC 1670. 1434.04 90.00 129063.22 325.00 542750.00 29.60 49432.00 0.05 X SUPPLY COST 27137.50 20.00/18.40 PVC 25. 23.21 90.00 2088.58 513.00 12825.00 32.50 812.50 0.05 X SUPPLY COST 641.25 TOTAL = 37663. 27246.57 2452190.75 3628816.00 500565.19 181440.80 GRAND TOTAL (ROUNDED TO WHOLE RUPEE) : 6763013. ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness. ------------->=<--------------

6 11-04-2013

Scheme : Kudraha 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 1350 0.78085 9.64 (n)

Middle 2030 1350 0.94990 11.73 15 Yrs. 90.00 /cub.m

Ultim. 2045 1350 1.15115 14.21 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) 0.8654 mld 1.0505 mld E(CI)= 7.50E+09 Kg/sqm.

2) Average hours of pumping for Avg.Discharge (Xa) 10.6836 hrs 12.9694 hrs E(DI) = 1.70E+10 Kg/sqm.

3) KW reqd.at 61% combined eff.of pumping set (KW) 0.3622 * H1 0.3622 * H2 E(AC) = 3.00E+09 Kg/sqm.

4) Ave.annual energy charges in Rs. (Cr) 17559.42 * KW1 21316.32 * 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 4.479 4.479 6.893 6.893 0.0050 595.151 638.043 2.55

100 2.866 2.866 2.322 2.322 0.0050 373.362 411.684 1.65

125 1.834 1.834 0.785 0.785 0.0050 233.309 270.094 1.08

150 1.274 1.274 0.323 0.323 0.0050 158.366 194.689 0.78

200 0.717 0.717 0.079 0.079 0.0050 85.356 121.436 0.49

250 0.459 0.459 0.027 0.027 0.0053 53.092 89.119 0.36

300 0.318 0.318 0.011 0.011 0.0056 35.989 72.000 0.29

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 47.893 17.347 433.685 47.893 17.347 433.685 K-7 -- 28.99 28.991

2. 100 43.322 15.692 392.292 43.322 15.692 392.292 K-7 -- 31.87 31.872

3. 125 41.785 15.135 378.377 41.785 15.135 378.377 K-7 -- 43.18 43.182

4. 150 41.323 14.968 374.194 41.323 14.968 374.194 K-7 -- 46.23 46.229

5. 200 41.079 14.880 371.989 41.079 14.880 371.989 K-7 -- 58.65 58.652

6. 250 41.027 14.861 371.515 41.027 14.861 371.515 K-7 -- 75.74 75.743

7. 300 41.011 14.855 371.372 41.011 14.855 371.372 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. 80 433.685 304.61 2316.89 2779.56 433.685 369.8 2812.59 777.13 3556.70

2. 100 392.292 275.54 2095.76 2519.92 392.292 334.49 2544.15 702.96 3222.883. 125 378.377 265.76 2021.42 2442.98 378.377 322.62 2453.91 678.03 3121.00

4. 150 374.194 262.83 1999.07 2419.49 374.194 319.06 2426.78 670.53 3090.02

5. 200 371.989 261.28 1987.29 2417.93 371.989 317.18 2412.48 666.58 --<< 3084.51 >>--6. 250 371.515 260.94 1984.76 2432.02 371.515 316.77 2409.40 665.73 3097.75

7. 300 371.372 260.84 1983.99 2450.99 371.372 316.65 2408.47 665.47 3116.47Referance:

1st stage flow 0.9499 Mld 1st stage flow 1.15115 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 flow0.9499 Mld 2st stage flow1.15115 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/ relevantI.S. 8329/2000 Specifications,completion in all respect, F.O.R.destination, including all taxes andinsurance etc.

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

200 mm dia bye pass arrangementfor 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 10Kg/cm2 confirming to IS: 780/1984or its latest amendments, F.O.R.destination, including all taxes andinsurance .200 mm dia for butterfly valve T.W.to OHT 1 1 6000.00 Each 6000.00

200 mm dia sluice valve for By pass1 1 11447.00 Each 11447.00

17447.004 Excavation of earth in ordinary soil

(loam, clay or sand) for pipe linetrenches including lift upto 1.50mand lead upto 50m and refillingwatering, ramming of the excavatedearth into the trench and alsodisposal of surplus earth upto 50mfrom 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

3462.91

1

sub total


DETAILED MEASUREMENT & ESTIMATE FOR RISING MAIN AND APPURTENANT WORKS

sub total

10% of item No.1

sub total



Carting the following sizes of D.I. pipes and specials to the site ofwork,lowering them into trenches andlaying true to alignment and gradientincluding jointing, testing of pipe lineand including the supply of jointingmaterials such as nut-bolts,rubberinsertions, white lead etc. completebut excluding cost of trenching andcutting of pipes etc. for making therequired lengths.T.W. to OHT 200mm dia 1 30 - - 30 37.48 RM 1124.40 200 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 preparedtenches and fixing them in positionincluding supply of jointing materialssuch as nut-bolt, rubberinsertions,white lead etc. required forporpoer complietion of the workincluding their testing complete

200 mm dia for butterfly valve T.W.to OHT

1 - - - 1 1259.44 Each 1259.44200 mm dia sluice valve for By pass 1 1 1259.44 Each 1259.44

2518.887 Supply of all materials, labour,

T&P.required and constructmasonary typed sluice valves /butterfly chamber including supplyof M.S. Manhole cover as perdepartmental type 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 1.5 1.50 1.50 16.88

5

sub total

sub total



Deduction due to pipe 0.26516.61 7027.74 cum 116730.76

9 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. 241.35 83.89 kg 20246.81

264358.75264400.00

Net=

Say Rs

ASSISTANT ENGINEER

Total

0.265

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 800 KL capacity and 16 Meterstaging above ground lavel with maincomponents as per I.S:3370 ,including cost of soil testing. 1 1 10.38 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 - KUDRAHA, 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 24.0 24.0 RM.b Outlet 250 MM for G.Ps. 1 20.0 20.0 RM.c Over flow 250 MM 1 24.0 24.0 RM.d Wash out 100 mm 1 20.0 20.0 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 or itslatest amendments class “A” workingpressure 10 Kg/cm2 Including cartagefrom its store to the site of work,lowering them into trenches, fixing inposition and testing etc.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 25.00 607.00 RM 15175.00160 mm dia 1670.00 385.00 RM 642950.00140 mm dia 564.00 291.00 RM 164124.00110 mm dia 2039.00 174.00 RM 354786.00

2 Supply of special for above PVC PIPES . 1177035.0 5% 58851.75

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.

3579.00 90.18 cum 322754.07

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 25.00 24.62 RM 615.50160 mm dia 1670.00 22.06 RM 36840.20

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

As per statement of details of excavation


BLOCK - KUDRAHA, TEHSIL - BASTI SADAR , DISTT.- BASTIDETAILED MEASUREMENT & ESTIMATE FOR BULK WATER DISTRIBUTION SYSTEM

As per statement for Detail of pipes



1 2 3 4 5 6 7 8 9 10140 mm dia 564.00 17.17 RM 9683.88110 mm dia 2039.00 15.68 RM 31971.52Supply of the following sizes of C.I. KBL made butterfly valves, andsluce valves class I, workingpressure 10 Kg/cm2 confirming toIS: 780/1984 or its latestamendments, F.O.R. destination,including all taxes and insurance.Sluice Valve 100 mm dia 2 2 3763.00 each 7526.00Butterfly Valve 150 mm dia 1 1 3500.00 each 3500.00125 mm dia 2 2 3000.00 each 6000.00100 mm dia 1 1 2000.00 each 2000.0065 mm dia 1 1 1580.00 each 1580.00Carting 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 Sluice Valve 100 mm dia 2 2 735.62 each 1471.24Butterfly Valve 150 mm dia 1 1 1161.12 each 1161.12125 mm dia 2 2 789.70 each 1579.40100 mm dia 1 1 735.62 each 735.6265 mm dia 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.150 mm dia for Chardahi G.P. 1 1 35000.00 each 35000.00125 mm dia for Kudraha andBaisiya kala G.P. 2 2 30000.00 each 60000.00

100 mm dia for Jibhiyao G.P. 1 1 25000.00 each 25000.0065 mm dia for line no. 158 1 1 20000.00 each 20000.00

6

As per statement for details of Sluice valve, Scover valve,

Butterfly valve, Air valve & fire

hydrant.

5

As per statement for details of Sluice

valve, Scover valve, Butterfly

valve, Air valve & fire hydrant.


1 2 3 4 5 6 7 8 9 10Supply of all materials, labour,T&P etc.Required and constructfollowing chamber as perdepartment type design Masenarytype.Butterfly Valve and sluice valvechamber (masonary Type) 7 7 21200.00 each 148400.00Inspection chamber for water meter(masonary Type) 5 5 21200.00 each 106000.00

13 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 150.51 57.00 sqm 8578.98ii. Bituminous surface 429.92 45.00 sqm 19346.59iii. B.O.E. surface 364.32 38.00 sqm 13844.16

Provision 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 Nigami-culvert crossing 2 2 25000.0 each 50000.00ii-Road Crossing throughtrenchless technique 4 8 32 1600.00 RM 51200.00

Reinstatement of the followingtype of road surface with old andnew materials including supply ofall maaterials, labour, T&P etc.required for proper completion ofthe worki-R.C.C.Road 150.51 1210.00 sqm 182115.25ii-Bituminous surface 429.92 1066.00 sqm 458299.25iii-B.O.E. Surface (Assuming 50%

new brick and 50% old bricks used) 364.32 165.38 sqm 60251.242902076.42902000.00

8

9

Total

As per statement of details of road

cutting

15

ASSISTANT ENGINEER

Say


cutting

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)140 mm dia 862.00 291.00 RM 250842.00110 mm dia 244.00 174.00 RM 42456.0090 mm dia 949.00 125.00 RM 118625.0075 mm dia 857.00 87.00 RM 74559.0063 mm dia 8617.00 61.00 RM 525637.00


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. 8328.08 90.18 cum 751026.04

4 Carting of the following types and

sizes of presure pipe and special

and lowering them in to trenches and

laying true to alignment and gradient

including testing of pipeline

excluding cost of trenching and

cutting of pipes etc. For making of

proper length & joints .

1.For Kudraha Gram Panchayat





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


S. No


1 2 3 4 5 6 7 8 9 10PVC PIPES (6kg/sqcmas per I.S.-4985/2000)140 mm dia 862.00 17.17 RM 14800.54110 mm dia 244.00 15.68 RM 3825.9290 mm dia 949.00 14.08 RM 13361.9275 mm dia 857.00 11.40 RM 9769.8063 mm dia 8617.00 8.39 RM 72296.63Supply 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 valve125 mm dia 2 5092.00 each 10184.0080 mm dia 1 2808.00 each 2808.0065 mm dia 2 2518.00 each 5036.0050 mm dia 8 2096.00 each 16768.00Scour valve80 mm dia 1 2808.00 each 2808.00Supply 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

6


valve, Scover valve, Butterfly valve, Air

valve & fire hydrant.



valve & fire hydrant.8

5





S. No


1 2 3 4 5 6 7 8 9 10Sluice valve125 mm dia 2 789.70 each 1579.4080 mm dia 1 735.62 each 735.6265 mm dia 2 735.62 each 1471.2450 mm dia 8 735.62 each 5884.96Scour valve80 mm dia 1 735.62 each 735.62

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 306.5410 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) 4 4 21200.00 each 84800.00Sluice valve chamber (surface boxType) 9 9 1700.00 each 15300.00Fire Hydrant 1 1 14200.0 each 14200.00Air Valve Chamber 1 1 9200.00 each 9200.00










S. No


1 2 3 4 5 6 7 8 9 10Scour Valve Chamber 1 1 21200.0 each 21200.00

12 Dismanting of Following type of


stacking of serviceable materials and

disposal of unserviceable materials

upto a distance of 50 m.i. CC Road 592.75 57.00 sqm 33786.92ii. Bituminous surface 889.50 45.00 sqm 40027.59iii. B.O.E. surface 1356.26 38.00 sqm 51537.77

Provision for crossing of nalas,

road, 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-Nala Crossing/culvert crossing 5 6 30 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 592.75 1210.00 sqm 717231.13ii-Bituminous surface 889.50 1066.00 sqm 948209.13iii-B.O.E. Surface (Assuming 50% newbrick and 50% old bricks used) 1356.26 165.38 sqm 224297.78

15 Making house connection with 20MM (O.D.) MPDE pipe in disributionline including cast ofmaterial,Labour, T&P etc. complete. 859 859 2000.00 No. 1718000.00

6142295.86142300.0

TotalSay

ASSISTANT ENGINEER

As per statement of details of road cutting

13

14

As per statement of details of road cutting

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)90 mm dia 519.00 125.00 RM 64875.0075 mm dia 984.00 87.00 RM 85608.0063 mm dia 6494.00 61.00 RM 396134.00

2 Supply of special for above PVC

PIPES .693299.0 5% 34664.95

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. 6345.49 90.18 cum 572236.57

4 Carting of the following types and

sizes of presure pipe and special

and lowering them in to trenches and

laying true to alignment and gradient

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 519.00 14.08 RM 7307.5275 mm dia 984.00 11.40 RM 11217.60






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

2.For Jibhiyao Gram Panchayat

S. No


1 2 3 4 5 6 7 8 9 1063 mm dia 6494.00 8.39 RM 54484.66Supply 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 valve100 mm dia 1 3763.00 each 3763.0080 mm dia 2 2808.00 each 5616.0065 mm dia 1 2518.00 each 2518.0050 mm dia 6 2096.00 each 12576.00Scour 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 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. 1 17400.0 each 17400.00Carting of C.I.D./F sluice valves andscour valves of following sizes to thesite of works, lowering them intoalready preapered trenches and fixingthem in position including supply ofjointing materials such as boalt, nuts,rubber insertion white lead,valves andspecials required but the testing etc.Complete Sluice valve100 mm dia 1 735.62 each 735.62

80 mm dia 2 735.62 each 1471.2465 mm dia 1 735.62 each 735.62

8

As per statement for

5

6As per statement for

details of Sluice valve, Scover valve, Butterfly valve, Air








S. No


1 2 3 4 5 6 7 8 9 1050 mm dia 6 735.62 each 4413.72Scour valve50 mm dia 1 735.62 each 735.62

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 306.5410 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) 3 3 21200.00 each 63600.00Sluice valve chamber (surface boxType) 7 7 1700.00 each 11900.00Fire 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







details of Sluice valve, Scover valve, Butterfly valve, Air


S. No


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


stacking of serviceable materials and

disposal of unserviceable materials

upto a distance of 50 m.i. CC Road 432.94 57.00 sqm 24677.52ii. Bituminous surface 150.19 45.00 sqm 6758.55iii. B.O.E. surface 1580.02 38.00 sqm 60040.72

Provision for crossing of nalas, road,

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-Nala Crossing/culvert crossing 5 6 30 25000.0 each 125000.00ii-Road Crossing through trenchlesstechnique (63mm to 200mm) 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 432.94 1210.00 sqm 523856.19ii-Bituminous surface 150.19 1066.00 sqm 160102.54iii-B.O.E. Surface (Assuming 50% newbrick and 50% old bricks used) 1580.02 165.38 sqm 261303.54

15 Making house connection with 20 MM(O.D.) MPDE pipe in disribution lineincluding cast of material,Labour, T&Petc. complete. 525 525 2000.00 No. 1050000.00

3916617.33916600.0

ASSISTANT ENGINEER

13

14


cutting

TotalSay


cutting

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 cement rubberrings etc.including F.O.R. destinationand all taxes, destination and all taxes,insurance and with loading, unloadingand stacking etc. complete.

a D.I. PIPES (K-7)140 mm dia 421.00 291.00 RM 122511.00110 mm dia 89.00 174.00 RM 15486.0090 mm dia 262.00 125.00 RM 32750.0075 mm dia 252.00 87.00 RM 21924.0063 mm dia 2982.00 61.00 RM 181902.00


3 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. 2906.83 90.18 cum 262137.51

4 Carting of the following types and sizesof presure pipe and special fromdepartment store to(within 8 km orwithin the municipal limit) and loweringthem in to trenches and laying true toalignment and gradient including testingof pipeline excluding cost of trenchingand cutting of pipes etc. For making ofproper length & joints .

a D.I. PIPES (K-7)PVC PIPES (6kg/sqcmas per I.S.-4985/2000)140 mm dia 421.00 17.17 RM 7228.57110 mm dia 89.00 15.68 RM 1395.5290 mm dia 262.00 14.08 RM 3688.9675 mm dia 252.00 11.40 RM 2872.8063 mm dia 2982.00 8.39 RM 25018.98







DETAILED MEASUREMENT & ESTIMATE FOR DISTRIBUTION SYSTEM (AFTER BULK FLOW METER)3.For Chardahi Gram Panchayat

Supply of the following size of C.I.D./F.Sluice valves and scour valves as perISS 780 Class 1,working pressure10kg/cm2 F.O.R. destination includingall taxes and insurance.Sluice valve125 mm dia 1 5092.00 each 5092.00

65 mm dia 1 2518.00 each 2518.00

50 mm dia 5 2096.00 each 10480.00

Scour valve50 mm dia 1 2096.00 each 2096.00

6 Supply of under ground sluice valuetype fire hydrant consisting of 80 mmdia sluice valve,80mm dia tail pieces,80mm dia duck foot bend and 63 mmdia standard makes iron coupling withcap and etc. Complete conforming tolatest/relevent I.S.specificationsincluding all taxes and insurance. 1 17400.0 each 17400.00Carting of C.I.D./F sluice valves andscour valves of following sizes to thesite of works, lowering them into alreadypreapered trenches and fixing them inposition including supply of jointingmaterials such as boalt, nuts, rubberinsertion white lead,valves and specialsrequired but the testing etc. Complete Sluice valve125 mm dia 1 789.70 each 789.70

65 mm dia 1 735.62 each 735.62

50 mm dia 5 735.62 each 3678.10

Scour valve50 mm dia 1 735.62 each 735.62

8 Carting of 80 mm dia flanged fire hydrant to the site of works, loweringthem into already prepared trenches and fixing them in position including baringand threading the main etc. Completeincluding 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&Petc.Required and construct followingchamber as per department type designMasenary type.



hydrant.9

7



hydrant.

5



hydrant.



hydrant.

Sluice valve chamber (masonary Type)2 2 21200.0 each 42400.00

Sluice valve chamber (surface boxType) 5 5 1700.00 each 8500.00Fire Hydrant

1 1 14200.0 each 14200.00Air Valve Chamber

0 0 9200.00 each 0.00Scour Valve Chamber

1 1 21200.0 each 21200.0010 Dismanting of Following type of

surfaces including sorting out andstacking of serviceable materials anddisposal of unserviceable materials uptoa distance of 50 m.

i. CC Road 1613.26 57.00 sqm 91955.99ii. Bituminous surface 122.39 45.00 sqm 5507.55iii. B.O.E. surface 44.42 38.00 sqm 1688.00

Provision for crossing of nalas, road,culvert and embankments (bundhs) etc.including shifting of telephone cablesetc.along the alignement of pipe lineincluding supply of C.I.Tyton pipes andspecials,and their laying and jointingtesting etc.complete.i-culvert crossing 5 6 30 25000.0 each 125000.00ii-Road Crossing through trenchlesstechnique 15.0 6 90 1600.00 RM 144000.00

Reinstatement of the following type ofroad surface with old and new materialsincluding supply of all maaterials, labour,T&P etc. required for proper completionof the worki-R.C.C.Road 1613.26 1210.00 sqm 1952048.20ii-Bituminous surface 122.39 1066.00 sqm 130467.74iii-B.O.E. Surface (Assuming 50% newbrick and 50% old bricks used) 44.42 165.38 sqm 7346.34


3824025.23824000.0

ASSISTANT ENGINEER

11

12


cutting

TotalSay


cutting

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 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)110 mm dia 1674.00 174.00 RM 291276.0090 mm dia 536.00 125.00 RM 67000.0075 mm dia 423.00 87.00 RM 36801.0063 mm dia 6357.00 61.00 RM 387777.00


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. 6509.56 90.18 cum 587032.204 Carting of the following types and sizes

of presure pipe and special from

department store to(within 8 km or

within the municipal limit) and lowering

them in to trenches and laying true to

alignment and gradient 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)110 mm dia 1674.00 15.68 RM 26248.3290 mm dia 536.00 14.08 RM 7546.8875 mm dia 423.00 11.40 RM 4822.2063 mm dia 6357.0 8.39 RM 53335.23


As per statement of details of

excavation





DETAILED MEASUREMENT & ESTIMATE FOR DISTRIBUTION SYSTEM (AFTER BULK FLOW METER)4.For Baisiya Kala Gram Panchayat

Supply of the following size of C.I.D./F.Sluice valves and scour valves as perISS 780 Class 1,working pressure10kg/cm2 F.O.R. destination includingall taxes and insurance.Sluice valve100 mm dia 1 3763.00 each 3763.0080 mm dia 1 2808.00 each 2808.0065 mm dia 1 2518.00 each 2518.0050 mm dia 4 2096.00 each 8384.00Scour valve50 mm dia 1 2096.00 each 2096.00Supply of 50 mm dia screwed down

type air valve conforming to IS: 14845

– 2000 with gun metal seat, F.O.R.

destination,including all taxes and

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. 1 17400.0 each 17400.00Carting 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 valve100 mm dia 1 735.62 each 735.6280 mm dia 1 735.62 each 735.6265 mm dia 1 735.62 each 735.6250 mm dia 4 735.62 each 2942.48Scour valve50 mm dia 1 735.62 each 735.62

8




5

6










9 Carting from site store the 50 mm diascrewed down air valves, to the site ofworks, lowring them into alreadyprepared trenches and fixing them inposition including boring and threadingthe main etc. Complete and includingthe cost of bailing out of water , supplyof jointing materials such as nut-bolts,rubber insertions, white leadetc.Including their testing complete. 1 306.54 each 306.54

10 Carting of 80 mm dia flanged fire hydrant to the site of works, loweringthem into already prepared trenchesand fixing them in position includingbaring and threading the main etc.Complete including thr cost of bailingout of water, supply of jointing materialssuch as nut-bolts, rubber insertions,white lead etc. Including their testingcomplete. 1 542.31 each 542.31Supply of all materials, labour, T&Petc.Required and construct followingchamber as per department typedesign Masenary type.Sluice valve chamber (masonary Type)

2 2 21200.00 each 42400.00Sluice 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

12 Dismanting of Following type ofsurfaces including sorting out andstacking of serviceable materials anddisposal of unserviceable materials uptoa distance of 50 m.

i. CC Road 3304.70 57.00 sqm 188368.06ii. Bituminous surface 21.30 45.00 sqm 958.50iii. B.O.E. surface 489.26 38.00 sqm 18591.99

Provision for crossing of nalas, road,culvert and embankments (bundhs) etc.including shifting of telephone cablesetc.along the alignement of pipe lineincluding supply of C.I.Tyton pipes andspecials,and their laying and jointingtesting etc.complete.i-culvert crossing 3 6 18 25000.0 each 75000.00ii-Road Crossing through trenchlesstechnique 15 6 90 1600.00 RM 144000.00

13







11


cutting

Reinstatement of the following type ofroad surface with old and new materialsincluding supply of all maaterials,labour, T&P etc. required for propercompletion of the worki-R.C.C.Road 3304.70 1210.00 sqm 3998690.46ii-Bituminous surface 21.30 1066.00 sqm 22705.80iii-B.O.E. Surface (Assuming 50% newbrick and 50% old bricks used) 489.26 165.38 sqm 80914.29


6742853.46742900.0

ASSISTANT ENGINEER

14


cutting

TotalSay

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

1 25 25

TOTAL(A1)= 25 0 0 0 0 0 0 25

2 15 15

3 54 54

4 78 78

5 99 99

6 258 258

7 31 31

8 126 126

9 79 79

10 67 67

11 90 90

12 41 41

13 36 36

14 64 64

15 139 139

16 92 92

17 34 34

18 25 25

19 28 28

20 64 64

21 17 17

22 48 48

23 227 227

24 219 219

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.


25 58 58

26 81 81

27 105 105

28 65 65

29 69 69

30 205 205

31 144 144

32 203 203

33 158 158

34 71 71

35 53 53

36 65 65

37 756 756

38 233 233

39 174 174

40 35 35

41 10 10

42 75 75

43 37 37

44 40 40

45 38 38

46 41 41

47 30 30

48 98 98

49 44 44

50 64 64

51 77 77

52 299 299

53 311 311

54 37 37

55 34 34

56 35 35



57 35 35

58 88 88

59 83 83

60 441 441

61 415 415

62 213 213

63 113 113

64 411 411

65 82 82

66 155 155

67 246 246

68 132 132

69 237 237

70 374 374

71 47 47

72 36 36

73 279 279

74 44 44

75 27 27

76 38 38

77 37 37

78 94 94

79 83 83

80 671 671

109 20 20

159135 135

16055 55

16165 65

162145 145

16390 90

16496 96

16588 88



166236 236

16740 40

16872 72

16947 47

17083 83

247 300 300

Total(B1) 0 0 862 244 949 857 8617 11529

GRAND TOTAL (A1+B1)

25 0 862 244 949 857 8617 11554

81 35 35

82 715 715

103 761 761

TOTAL(A2)= 0 0 0 1511 0 0 0 1511

83 245 245

84 62 62

85 98 98

86 30 30

87 86 86

88 126 126

89 112 112

90 96 96

91 84 84

92 62 62

93 431 431

94 56 56

95 296 296

96 781 781

A2. BULK WATER PIPE





97 247 247

98 250 250

99 600 600

100 295 295

101 65 65

102 109 109

104 269 269

105 619 619

106 384 384

107 163 163

108 1114 1114

110 328 328

111 52 52

112 46 46

113 39 39

114 27 27

115 94 94

116 128 128

117 226 226

118 73 73

119 49 49

120 114 114

121 475 475

122 66 66

123 380 380

124 27 27

125 36 36

Total (B2) 0 0 0 843 519 984 6494 8840

GRANT TOTAL (A2+B2)

0 0 0 2354 519 984 6494 10351

3.For Chardahi Gram Panchayat



126 16701670

TOTAL(A3)= 0 1670 0 0 0 0 0 1670

127 67 67128 297 297129 123 123130 44 44131 140 140132 66 66133 433 433134 196 196135 120 120136 144 144137 48 48138 88 88139 24 24140 37 37141 123 123142 51 51143 26 26144 56 56145 60 60146 77 77147 30 30148 64 64149 28 28150 33 33151 27 27152 31 31153 51 51154 89 89

155 275 275

156 262 262

157 644 644

158 252 252Total(B3) 0 0 421 89 262 252 2982 4006GRAND TOTAL (A3+B3)

0 1670 421 89 262 252 2982 5676

A3. BULK WATER PIPE LINES




171 564 564172 528 528

TOTAL(A4)= 0 0 564 528 0 0 0 1092

173 72 72

174 55 55

175 63 63

176 35 35

177 35 35

178 446 446

179 40 40

180 106 106

181 80 80

182 51 51

183 40 40

184 73 73

185 35 35

186 42 42

187 96 96

188 80 80

189 86 86

190 232 232

191 116 116

192 34 34

193 114 114

194 141 141

195 111 111

196 378 378

197 33 33

198 47 47

A4. BULK WATER PIPE LINES


4.For Baisiya Kala Gram Panchayat



199 115 115

200 35 35

201 115 115

202 134 134

203 226 226

204 121 121

205 87 87

206 505 505

207 543 543

208 45 45

209 10 10

210 68 68

211 30 30

212 72 72

213 74 74

214 54 54

215 18 18

216 56 56

217 1017 1017

218 407 407

219 423 423

220 81 81

221 59 59

222 55 55

223 104 104

224 108 108

225 83 83

226 135 135

227 31 31

228 85 85

229 46 46



230 275 275

231 118 118

232 54 54

233 32 32

234 60 60

235 18 18

236 63 63

237 42 42

238 128 128

239 162 162

240 34 34

241 95 95

242 77 77

243 69 69

244 43 43

245 95 95

246 42 42

Total (B4) 0 0 0 1674 536 423 6357 8990

GRANT TOTAL (A4+B4)

0 0 564 2202 536 423 6357 10082

GRANT TOTAL(BULK

FLOW)=25 1670 564 2039 0 0 0 4298

GRANT TOTAL(Bulk Flow+Intra village)=

25 1670 1847 4889 2266 2516 24450 37663

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 25 0.80 1.20 24.00160 MM 1 1670 0.76 1.16 1472.27140 MM 1 564 0.74 1.14 475.79110 MM 1 2039 0.71 1.11 1606.9490 MM 1 0 0.69 1.09 0.00

3579.00

1.For Kudraha Gram Panchayat140 MM 1 862.00 0.74 1.14 727.18110 MM 1 244.00 0.71 1.11 192.3090 MM 1 949.00 0.69 1.09 713.7475 MM 1 857.00 0.68 1.08 621.8663 MM 1 8617.00 0.66 1.06 6072.99

8328.082.For Jibhiyao Gram Panchayat90 MM 1 519.00 0.69 1.09 390.3475 MM 1 984.00 0.68 1.08 714.0263 MM 1 6494.00 0.66 1.06 4576.77

6345.493.For Chardahi Gram Panchayat140 MM 1 421.00 0.74 1.14 355.16110 MM 1 89.00 0.71 1.11 70.1490 MM 1 262.00 0.69 1.09 197.0575 MM 1 252.00 0.68 1.08 182.8663 MM 1 2982.00 0.66 1.06 2101.62

2906.834.For Baisiya Kala Gram PanchayatD.I.PIPES110 MM 1 1674.00 0.71 1.11 1319.2890 MM 1 536.00 0.69 1.09 403.1375 MM 1 423.00 0.68 1.08 306.9463 MM 1 6357.00 0.66 1.06 4480.22

6509.5627668.9627669.00

Sub Total (B2)=

A.BULK WATER PIPE LINES

B. INTERNAL PIPE LINESSub Total (A)=

Assitant Engineer

SAY (CUM)

Sub Total (B1)=

Sub Total (B2)=

DETAIL OF EXCAVATION FOR PIPE LINE TRENCHES


TOTAL(A+B1+B2) IN CUM

Sub Total (B1)=

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

1 247 1

2 9 1

3 64 1

4 24 1

5 33 1

6 39 1

7 77 1

8 80 1

9 65 1

10 58 1

11 69 1

12 70 1

13 61 1

14 15 1

15 37 1

16 5 1

0 0 2 0 1 2 8 1 0 0 0 0 0 1 0 0 1

1 117 1

2 104 13 105 14 108 15 110 16 99 17 98 18 93 1

9 83 110 116 111 82 112 96 1 1

0 0 0 1 2 1 6 1 0 0 0 0 0 0 0 1 1Total


Total


Scour Valve (Dia in mm.)Line nos.

Air Valve

SLUICE VALVE



Detail Of Sluice Valve, Wheel Valve, Scour Valve,Butterfly Valve Fire Hydrant And Air Valve

F.H.sl.no

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

Scour Valve (Dia in mm.)Line nos.

Air Valve

SLUICE VALVEF.H.sl.no

1 131 1

2 139 13 157 14 145 15 130 16 133 17 159 18 166 19 158 1

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

1 190 12 204 13 203 14 220 15 219 16 176 18 217 1 1 110 194 1

0 0 0 1 1 1 4 1 0 0 0 0 0 0 0 1 10 0 3 2 4 5 23 3 0 0 0 0 0 1 0 3 4

1 82 12 103 1

1 171 12 126 13 81 16 2 17 158 1

Tota 0 1 2 1 0 1 0

G. Total

3.For Chardahi Gram Panchayat

Total

4.For Baisiya Kala Gram Panchayat

Total

Butter fly valve

5.Detail of Butter fly Valve and sluice for bulk water

Assitant Engineer

Sluice valve

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

1 2 3 4 5 7 6

1 25 200 0.800 20.00 20.00TOTAL(A1)= 25 20 0 0 0 20

2 15 140 0.740 11.10 11.103 54 63 0.663 35.80 35.804 78 140 0.740 57.72 57.725 99 140 0.740 73.26 73.266 258 63 0.663 171.05 171.05 0.007 31 63 0.663 20.55 20.55 0.008 126 63 0.663 83.54 83.54 0.009 79 140 0.740 58.46 58.46 0.0010 67 63 0.663 44.42 44.42 0.0011 90 140 0.740 66.60 66.6012 41 63 0.663 27.18 27.18 0.0013 36 63 0.663 23.87 23.87 0.0014 64 140 0.740 47.36 47.36 0.0015 139 63 0.663 92.16 92.1616 92 63 0.663 61.00 61.00 0.0017 34 140 0.740 25.16 25.1618 25 63 0.663 16.58 16.58 0.0019 28 140 0.740 20.72 20.7220 64 63 0.663 42.43 42.43 0.0021 17 110 0.710 12.07 12.0722 48 63 0.663 31.82 31.82 0.0023 227 110 0.710 161.17 161.1724 219 63 0.663 145.20 145.2025 58 63 0.663 38.45 38.4526 81 63 0.663 53.70 53.7027 105 63 0.663 69.62 69.62 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 Kudraha 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)

28 65 63 0.663 43.10 43.1029 69 63 0.663 45.75 45.7530 205 63 0.663 135.92 135.9231 144 63 0.663 95.47 95.4732 203 63 0.663 134.59 134.5933 158 90 0.690 109.02 109.0234 71 63 0.663 47.07 47.0735 53 63 0.663 35.14 35.14 0.0036 65 63 0.663 43.10 43.1037 756 90 0.690 521.64 521.64 0.0038 233 63 0.663 154.48 154.48 0.0039 174 63 0.663 115.36 115.3640 35 63 0.663 23.21 23.21 0.0041 10 63 0.663 6.63 6.6342 75 63 0.663 49.73 49.73 0.0043 37 63 0.663 24.53 24.5344 40 63 0.663 26.52 26.52 0.0045 38 63 0.663 25.19 25.19 0.0046 41 63 0.663 27.18 27.18 0.0047 30 63 0.663 19.89 19.8948 98 63 0.663 64.97 64.97 0.0049 44 63 0.663 29.17 29.1750 64 63 0.663 42.43 42.4351 77 63 0.663 51.05 51.0552 299 63 0.663 198.24 198.2453 311 63 0.663 206.19 206.1954 37 63 0.663 24.53 24.5355 34 63 0.663 22.54 22.5456 35 63 0.663 23.21 23.21 0.0057 35 90 0.690 24.15 24.1558 88 75 0.675 59.40 59.4059 83 63 0.663 55.03 55.03

60 441 75 0.675 297.68 297.68

61 415 63 0.663 275.15 275.15

62 213 63 0.663 141.22 141.22

63 113 63 0.663 74.92 74.92


1 2 3 4 5 7 6


Length Of Pipe

(in M.)

Dia of Pipe

( in mm.)

Breath Of

Cutting (m)

64 411 63 0.663 272.49 272.49

65 82 75 0.675 55.35 55.35

66 155 63 0.663 102.77 102.77

67 246 75 0.675 166.05 166.05

68 132 63 0.663 87.52 87.52

69 237 63 0.663 157.13 157.13 0.00

70 374 63 0.663 247.96 247.96 0.00

71 47 63 0.663 31.16 31.16 0.00

72 36 63 0.663 23.87 23.87 0.00

73 279 63 0.663 184.98 184.98 0.00

74 44 63 0.663 29.17 29.17

75 27 63 0.663 17.90 17.90 0.00

76 38 63 0.663 25.19 25.19

77 37 63 0.663 24.53 24.53 0.00

78 94 63 0.663 62.32 62.32 0.00

79 83 63 0.663 55.03 55.03 0.00

80 671 63 0.663 444.87 444.87

159 135 64 0.664 89.64 89.64 0.00

160 55 65 0.665 36.58 36.58 0.00

161 65 66 0.666 43.29 43.29 0.00

162 145 67 0.667 96.72 96.72

163 90 68 0.668 60.12 60.12 0.00

164 96 69 0.669 64.22 64.22 0.00

165 88 70 0.670 58.96 58.96 0.00

166 236 71 0.671 158.36 158.36

167 40 72 0.672 26.88 26.88

168 72 73 0.673 48.46 48.46

169 47 74 0.674 31.68 31.68 0.00

170 83 75 0.675 56.03 56.03

247 300 64 0.664 199.20 199.20

Total (B1) 11509 7722.78 889.50 592.75 1356.26 4884.27


1 2 3 4 5 7 6


Length Of Pipe

(in M.)

Dia of Pipe

( in mm.)

Breath Of

Cutting (m)

81 35 140 0.740 25.90 25.9082 715 110 0.710 507.65 63.46 444.19

103 761 140 0.740 563.14 112.63 450.51TOTAL(A2) 1511 1096.69 176.08 0 0 920.61

83 245 63 0.663 162.44 162.440.00

84 62 63 0.663 41.1141.11

85 98 63 0.663 64.9764.97 0.00

86 30 63 0.663 19.8919.89

87 86 63 0.663 57.02 57.020.00

88 126 63 0.663 83.54 83.540.00

89 112 63 0.663 74.26 74.260.00

90 96 63 0.663 63.6563.65 0.00

91 84 63 0.663 55.69 55.690.00

92 62 90 0.690 42.7842.78

93 431 63 0.663 285.75285.75 0.00

94 56 63 0.663 37.1337.13 0.00

95 296 63 0.663 196.25196.25

96 781 75 0.675 527.18527.18 0.00

97 247 63 0.663 163.76163.76

98 250 63 0.663 165.75165.75

99 600 63 0.663 397.80397.80

100 295 63 0.663 195.59195.59

101 65 63 0.663 43.1043.10 0.00

102 109 63 0.663 72.2772.27 0.00

2.For Jibhiyao Gram PanchayatA. BULK WATER PIPE LINES



1 2 3 4 5 7 6


Length Of Pipe

(in M.)

Dia of Pipe

( in mm.)

Breath Of

Cutting (m)

104 269 90 0.690 185.61 61.87123.74

105 619 63 0.663 410.40410.40

106 384 90 0.690 264.96 88.32176.64

107 163 63 0.663 108.07108.07

108 1114 90 0.690 768.66768.66

0 0 63 0.663 0.000.00

110 328 63 0.663 217.46217.46

111 52 63 0.663 34.48 34.480.00

112 46 63 0.663 30.50 30.500.00

113 39 63 0.663 25.86 25.860.00

114 27 63 0.663 17.90 17.900.00

115 94 63 0.663 62.32 62.320.00

116 128 63 0.663 84.8684.86

117 226 63 0.663 149.84149.84

118 73 63 0.663 48.4048.40

119 49 63 0.663 32.4932.49

120 114 63 0.663 75.5875.58

121 475 63 0.663 314.93314.93 0.00

122 66 63 0.663 43.7643.76

123 380 63 0.663 251.94251.94

124 27 63 0.663 17.9017.90

125 36 63 0.663 23.8723.87

Total (B2) 8840 5919.68 150.19 432.94 1580.02 3756.53


1 2 3 4 5 7 6


Length Of Pipe

(in M.)

Dia of Pipe

( in mm.)

Breath Of

Cutting (m)

126 1670 160 0.760 1269.20 253.841015.36

TOTAL(A3)= 1670 1269.2 253.84 0 0 1015.36

127 67 63 0.663 44.42 44.42 0.00128 297 140 0.740 219.78 219.78129 123 63 0.663 81.55 81.55 0.00130 44 140 0.740 32.56 32.56131 140 63 0.663 92.82 92.82 0.00132 66 63 0.663 43.76 11.45 32.30133 433 63 0.663 287.08 287.08134 196 63 0.663 129.95 129.95 0.00135 120 63 0.663 79.56 79.56 0.00136 144 63 0.663 95.47 95.47 0.00137 48 63 0.663 31.82 31.82 0.00138 88 63 0.663 58.34 58.34 0.00139 24 140 0.740 17.76 17.76 0.00140 37 63 0.663 24.53 24.53 0.00141 123 63 0.663 81.55 81.55 0.00142 51 63 0.663 33.81 33.81 0.00143 26 63 0.663 17.24 17.24 0.00144 56 140 0.740 41.44 41.44 0.00145 60 63 0.663 39.78 39.78 0.00146 77 63 0.663 51.05 51.05 0.00147 30 63 0.663 19.89 19.89 0.00148 64 63 0.663 42.43 42.43 0.00149 28 63 0.663 18.56 18.56 0.00150 33 63 0.663 21.88 21.88 0.00151 27 63 0.663 17.90 17.90 0.00152 31 63 0.663 20.55 20.55 0.00153 51 63 0.663 33.81 33.81 0.00154 89 110 0.710 63.19 63.19 0.00155 275 63 0.663 182.33 182.33 0.00156 262 90 0.690 180.78 180.78157 644 63 0.663 426.97 426.97 0.00158 252 75 0.675 170.10 170.10

Total (B3) 4006 2702.676 122.39 1613.26 44.42 922.60

3.For Chardahi Gram PanchayatA. BULK WATER PIPE LINES



1 2 3 4 5 7 6


Length Of Pipe

(in M.)

Dia of Pipe

( in mm.)

Breath Of

Cutting (m)

171 564 140 0.740 417.36 150.51 266.85172 528 90 0.690 364.32 364.32 0.00

TOTAL(A4) 1092 781.68 0 150.5085 364.32 266.8515

173 72 63 0.663 47.74 47.74 0.00

174 55 90 0.690 37.95 37.95 0.00

175 63 63 0.663 41.77 41.77 0.00

176 35 90 0.690 24.15 24.15 0.00

177 35 63 0.663 23.21 23.21 0.00

178 446 90 0.690 307.74 307.74 0.00

179 40 63 0.663 26.52 26.52 0.00

180 106 90 0.690 73.14 73.14 0.00

181 80 90 0.690 55.20 55.20 0.00

182 51 63 0.663 33.81 33.81 0.00

183 40 63 0.663 26.52 26.52 0.00

184 73 63 0.663 48.40 48.40 0.00

185 35 63 0.663 23.21 23.21 0.00

186 42 63 0.663 27.85 27.85 0.00

187 96 63 0.663 63.65 63.65 0.00

188 80 63 0.663 53.04 53.04

189 86 63 0.663 57.02 57.02 0.00

190 232 90 0.690 160.08 160.08

191 116 63 0.663 76.91 76.91 0.00

192 34 75 0.675 22.95 22.95

193 114 75 0.675 76.95 76.95 0.00

194 141 63 0.663 93.48 93.48

195 111 63 0.663 73.59 73.59 0.00

196 378 63 0.663 250.61 250.61 0.00

197 33 63 0.663 21.88 21.88 0.00

198 47 63 0.663 31.16 31.16 0.00

4.For Baisiya Kala Gram PanchayatA. BULK WATER PIPE LINES



1 2 3 4 5 7 6


Length Of Pipe

(in M.)

Dia of Pipe

( in mm.)

Breath Of

Cutting (m)

199 115 63 0.663 76.25 76.25 0.00

200 35 63 0.663 23.21 23.21 0.00

201 115 63 0.663 76.25 76.25 0.00

202 134 63 0.663 88.84 88.84 0.00

203 226 63 0.663 149.84 149.84 0.00

204 121 63 0.663 80.22 80.22 0.00

205 87 63 0.663 57.68 57.68 0.00

206 505 63 0.663 334.82 334.82 0.00

207 543 110 0.710 385.53 385.53

208 45 63 0.663 29.84 29.84

209 10 110 0.710 7.10 7.10

210 68 63 0.663 45.08 45.08

211 30 110 0.710 21.30 21.30 0.00

212 72 63 0.663 47.74 47.74 0.00

213 74 110 0.710 52.54 52.54 0.00

214 54 63 0.663 35.80 35.80 0.00

215 18 63 0.663 11.93 11.93 0.00

216 56 63 0.663 37.13 37.13 0.00

217 1017 110 0.710 722.07 103.15 618.92

218 407 63 0.663 269.84 269.84

219 423 75 0.675 285.53 285.53

220 81 63 0.663 53.70 6.71 46.99

221 59 63 0.663 39.12 39.12 0.00

222 55 63 0.663 36.47 36.47 0.00

223 104 63 0.663 68.95 68.95 0.00

224 108 63 0.663 71.60 71.60

225 83 63 0.663 55.03 55.03 0.00

226 135 63 0.663 89.51 89.51

227 31 63 0.663 20.55 20.55

228 85 63 0.663 56.36 56.36

229 46 63 0.663 30.50 30.50 0.00

230 275 63 0.663 182.33 182.33 0.00


1 2 3 4 5 7 6


Length Of Pipe

(in M.)

Dia of Pipe

( in mm.)

Breath Of

Cutting (m)

231 118 63 0.663 78.23 78.23 0.00

232 54 63 0.663 35.80 35.80 0.00

233 32 63 0.663 21.22 21.22 0.00

234 60 63 0.663 39.78 39.78 0.00

235 18 63 0.663 11.93 11.93 0.00

236 63 63 0.663 41.77 41.77 0.00

237 42 63 0.663 27.85 27.85 0.00

238 128 63 0.663 84.86 84.86 0.00

239 162 63 0.663 107.41 107.41 0.00

240 34 63 0.663 22.54 22.54 0.00

241 95 63 0.663 62.99 62.99 0.00

242 77 63 0.663 51.05 51.05 0.00

243 69 63 0.663 45.75 45.75 0.00

244 43 63 0.663 28.51 28.51 0.00

245 95 63 0.663 62.99 62.99 0.00

246 42 63 0.663 27.85 27.85 0.00

Total (B2) 8990 6071.658 21.3 3304.7029 489.26288 2256.3923

TOTAL (Bulk lines)

Total 1116.69 429.92 150.51 364.32 2222.82

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 type design atwater works including supply ofall materials, 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 departmental typedesign including if all material,labour,T&P etc.required forproper completion of work 1.0 1.00 37900.0 each 37900.00

3 Provide all materials , labour,T&P etc.required for propercompletion of work and constructbrick on edge approach road For water works 1 0.00 3.60 0.00

1 35.00 3.00 105.00

Total 105.00 283.71 sqm 29789.554 Provide all materials , labour,

T&P etc.required for propercompletion of works includingleveling dressing exvavation andfilling of earth where necessaryfor departmental of water workssite including carriage of earthfrom distant of about 8 km. for IstWater Works.For water works 1 30.00 30.00 2.45 2205.0

Total 2205.0 323.92 Cum 714243.601107853.21107900.00

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 construct half set of 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

20151 2 3 41 Provision for expenditure on

Electricity 307410.00 25617.50 76852.502 Provision for expenditure on

Chemical 12980.00 1081.70 3245.10Total 80097.6

Say Rs. 80100.0

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. 1x1x110Km. 47.00 5170.00

(ii) Carting of Rig Machine T&P two tripsby Truck from store to site 2x2x110Km. 31.00 13640.00

(iii) Loading and unloading two trips2x2 Job 1165.00 4660.00

23470.00(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. 1x2x110Km. 55.00 12100.00

(ii) Carting of CompressorT&P by Truck of from Store to site one trip. 1x2x110Km. 31.00 6820.00

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

21250.001(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. 1x2x110Km. 55.00 12100.00

(ii) Carting of O.P.Unit T&P by Truck from store to site one trip. 1x2x110Km. 31.00 6820.00

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

21250.00

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


DISTRICT : BASTI

ESTIMATE FOR CONSTRUCTION OF TUBEWELL


TOTAL OF (A+B+C) 65970.00

(D) Return back of above Units and T&Pafter copmpletion of work at siteTotal of item 1(A+B+C) 65970.00

TOTAL OF ITEM 1 131940.00

2-TRANSPORTATION OF ASSEMBLY FROM

GORAKHPUR STORE TO SITE

(i) Carting of T.W,. Assembly in 2 trips byTruck from store to site 2x2x110Km. 31.00 13640.00

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

18300.00

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 55 m 1875.00 103125.00

(iv) 200mm.dia 7.1 mm thick M.S. Slotted pipe(size 1.2x75mm) 30 m 2720.00 81600.00

(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

357309.00

Sl.No. Description of works Quantity Rate in Rs. Amount in Rs.1 2 3 4 54 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

253346.006 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 1201835.00

SAY 1202000.00

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 1350 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) 2 200000.00 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.

DISTRICT : BASTI

ESTIMATE FOR PUMPING PLANT & CHLORINATING PLANT



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 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

ESTIMATE FOR INTERNAL ELECTRIFICATION OF PUMP HOUSE

E./M. WORK IN KUDARAHA GROUP OF VILLAGES WATER SUPPLY SCHEME

UNDER WORLD BANK PROGRAMME

DISTRICT : BASTI

ESTIMATE FOR CONSTRUCTION OF TUBEWELL & OTHER

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 452130.00SAY 452000.00

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

ASSISTANT ENGINEER



DISTRICT : BASTI

ESTIMATE FOR TRANSMISION LINE OF TUBE WELL

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 : KUDARAHA WATER SUPPLY SCHEME, BASTI

Discharge required 1350 LPM 81 Cum/hr. 0.0225 Cum/Sec.

DESIGEN CRITERIA A . SIZE OF PIPE (SCREEN /SOLTTED PIPES)

For discharge of 81 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. 1.27 Under Size 100 2 200mm. dia. 0.71 Suitable size 100 3 300mm. dia. 0.31 Over size except housing 100 Permissible vertical velocity is 0.60 to 1.20 m/sec. 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 23.88 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

26.28 m.

Length of slotted pipe proposed for construction of Tube Well considering potential & thickness of strata of Tube Well constructed hereby proposed scheme

30 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 1350 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 2160 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 KUDARAHA G.O.V. W/S SCHEME, BASTI

Discharge = 1350 LPM Water produced per Hr. = 1350 x 60 = 81000 LPH 1 Gallon = 4.546 Litres Water Produced per Hr. in Gallon = 81000 LPH = 17817.86(GPH) 4.546 Assume the pumping hours of Pump per day as 12 Hr. water produced per day 213814.32 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 = 213814.32 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 = 213814.32 x 1 x 24 x 100

10 x 25

= 213814.32 x 2400 10 x 25

= 513154368 10 x 25 = 20526174.72 1000000 = 20.52 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

CONSUMPTION OF PEE GRAVEL OF 120 M. DEEP TUBEWELL SIZE OF TUBEWELL 300X200 MM.

KUDARAHA G.O.V. W/S SCHEME, BASTI

OFFICE OF THE EXECUTIVE ENGINEER CONSTRUCTION DIVISION(E./M.),

U.P. JAL NIGAM, GORAKHPUR

CLEARIFICATION ABOUT TRANSPORTATION KUDARAHA 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 : Kudraha ii. Gram Panchayat : Kudraha

iii. District: Basti iv. Village code : Kudraha v. Water authority Panchayat President Community Representative Signature

vi. Date of Visit: 24/04/13 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: KUDRAHA GROUP OF VILLAGES WATER SUPPLY SCHEME Estimated Cost (in Crores): Rs.376.82 S. No. Description Particulars Remarks

GENERAL 1. Name of District BASTI

2. Name of Gram Panchayat(s) covered KUDRAHA, JIBHIYAO, BAISIYA KALA & CHARDAHI

3. Population covered(year 2015/2030/2045) 9700/11800/14300 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) 26036’35’’N/82049’13’’E c) Height of structure(s) above mean sea level 105.00M

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) 26036’35’’N/82049’13’’E c) Height of structure(s) above mean sea level 105.00M

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) 26036’35’’N/82049’13’’E c) Height of structure(s) above mean sea level 105.00M

24. Proneness and Vulnerability to Wind and High damage risk zone

Cyclone 25. Frequency and intensity 44-47 m/sec. 26. Wind speed zone/Maximum wind speed High Damage Risk Zone 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) 26036’35’’N/82049’13’’E c) Height of structure(s) above mean sea level 105.00M

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.


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 KUDRAHA GROUP OF VILLAGES WATER SUPPLY SCHEMES, UNDER RWSSP-LIS (WORLD BANK), CATEGORY: SMVS S.No. Description Particulars Remarks

GENERAL

1. Name of Habitation(s)

Kudraha, Chamrauti, Belwariya, Masraghawa Chamar tola, Puchkarwa, Rethiya, Sankarpur, Ujiyanpur, Jibhiyao , Chamrauti, Maurya purwa, Muslim Purwa, Pandey purwa, Pipariya , Teli Purwa, Chardahi, Paltipurwa, Baisiya Kala, Chamartola-1, Chamartola-2, Anariya, Dubahana, Gothaipur Chamartola, Jethupuwa, Maurya Purwa, Baisiya Khurd, Jamalpur and Klyanpur.

28 Nos. Habitations

2. Name of Gram Panchayat(s) Kudraha, Chardahi,Baisiya Kala and Jibhiyao

3. Name of Block(s) Kudraha 4. Name of District Basti 5. Population (Present) 9232 Census(2011)

6. Total Water demand (Litres per day) 781 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 DPR

10. Net demand of water from the proposed source (Litres/day) 781 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? Kudraha 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

2

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

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 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

3

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 attached .

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

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 Included in DPR.

9 Improper disposal of backwash water from WTP

Integrate system for reuse/ recycling of backwash water into design of WTP

Not applicable

10

Improper disposal of Sludge from WTP

Integrate system for proper disposal of sludge into design of WTP

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 Pass

P.H.

O.H.T 800

K.L., 16 M

STAGING

30

.0

0

30.06

30

.0

0

Bitumen Road

B.O.E. ROAD

Building of Munizer Chaudhary

Rising M

ain 200D

I K

-7

200DI K-7

Distrib

utio

n M

ain

2

00

mm

P

.V

.C

.P

ip

e.

Banjar Land

BF

BF

STAFF

QUARTER

LEGEND

RISING MAIN

DISTRIBUTION

BUTTER FLY VALVE

WATER METER

BOE ROAD

BF

SITE PLAN OF KUDRAHA GROUP OF VILLAGES W/S SCHEME

BLOCK:- KUDRAHADISTT. :- BASTI

J.E. A.E. E.E.

1ST. CONSTRUCTION DIV. U.P.JAL NIGAM, BASTI

To Kudraha

To Kudraha

To CHHARDAHI

To BAISIYA KALA

To JIBHIYAO

Building of Hari Prasad Dubey

140MM DIA

75MM DIA

110 MM DIA

140MM DIA

160MM DIA

BF

BF

BF

BF

KUDRAHA VILLAGE OF

KUDRAHA G.P.

354

63/30

599

140/55

9

79

140/45

1067

63/40

1190

140/50

13

36

63/20

15139

140/80

1692

63/50

24219

63/125

27

105

63/60

2865

63/35

30205

63/115

32203

63/115

33158

90/90

3553

63/30

3665

63/35

37756

90/430

38233

63/135

6258

63/145

731

63/20

8126

63/70

52299

63/170

5983

63/45

60441

75/250

7236

63/20

73279

63/160

7894

63/55

71 47

63/25

4

5

59

60

83.68

83.71

83.83

84.85

85.10

85.10

83.926

84.41

83.71

83.76

84.76

84.86

84.34

84.93

83.91

83.91

83.78 84.79

85.22

83.85

84.40

85.15

84.31

84.37

84.63

84.63

84.69

84.61

85.08

84.68

86.23

85.48

85.26

84.13

84.50

84.71

84.45

84.45

84.47

84.02

84.61

85.05

84.63

84.16

84.17

84.00

83.12

84.82

85.20

84.31

84.62

84.36

84.07

84.44

83.57

84.03

83.97

83.97

83.94

84.88

84.88

84.15

84.15

84.15

83.89

84.74

83.78

84.00

84.68

T.B.M. ON TOP P/F OF

H.P. RL-

84.89

T.B.M.ON TOP P/F OF

H.P. RL-85.79


H.P. RL-

84.66

T

.

B

.

M

.

O

N

P

L

I

N

G

T

H

O

F

T

E

M

P

L

E

R

L

-

8

4

.

8

4

UJIYANPUR VILLAGE

OF KUDRAHA G.P.

247300

140/0

231

478

140/45

16

18

19

1825

63/15

19 28

140/15

21

2064

63/35

2117

110/10

2248

63/25

23227

110/130

24

27

28

29

30

31

2681

63/45

2558

63/35

25

26

32

33

84.36

34

3471

63/40

37

38

39

39

174

63/100

40

4035

63/20

41

4110

63/5

42

4275

63/45

43

4337

63/20

44

4440

63/25

45

46

4641

63/25

47

48

4730

63/15

49

4898

63/55

50

51

52

4944

63/25

5064

63/35

5177

75/45

84.28

53

54

55

56

5534

63/20

5635

63/20

58

5888

75/50

61415

63/235

61

62

62213

63/120

64

64411

63/235

65

65 82

75/45

66

67

66155

63/90

67246

75/140

68

69

68132

63/75

69237

63/135

70

70374

63/215

71

72

73

74

75

76

77

78

79

7943

63/45

80671

63/385

81

84.65

85.00

85.08

85.08

84.17

84.00

84.00

83.50

3

215

140/0

5437

63/20

63113

63/65

7444

63/25

75 27

63/15

7638

63/20

7737

63/20

53311

63/175

BELWARIYA

KUDRAHA

CHAMRAUTI

PUCHKARWA

MASRAGWA

HARIZAN

BASTI

RETHIYA

JIBHIYAON G.P.

10165

63/25

9456

63/20

88126

63/45

117226

63/85

11873

63/25

11949

63/20

120114

63/45

12266

63/25

121475

63/180

123380

63/140

84.70

84.80

85.44

85.85

85.18

84.83

84.53

84.70

84.98

84.21

83.63

83.98

84.33

83.72

84.47 84.59

83.53

83.39

83.24

84.98

84.89

84.10

84.02

83.33

84.77

84.42

83.83

84.64

84.20

83.85

85.11

84.66

84.25

85.31

84.98

85.20


H.P. RL-

86.58

8135

110/0

82

83

82715

110/270

84

85

9262

110/25

83245

63/90

8462

63/25

8598

63/35

8630

63/10

8786

63/30

95296

63/110

93431

63/160

96781

110/295

98250

90/95

97247

63/95

100295

63/110

99600

75/225

102109

63/40

104269

90/100

1081144

63/420

11246

63/15

11152

63/20

116128

63/50

11594

63/35

11427

63/10

11339

63/15

106

105

104

98

97

99

102

103

101

95

96

94

93

88

89

91

90

92

87

86

107

108

109

109270

63/0

110328

63/125

111

117

116

115114

112

113

118

119

123

121

120

126

122

124

12427

63/10

125

12536

63/15

85.15

85.15

85.10

85.15

85.15

85.23

85.23

MUSLIM

PURWA

MAURYA

PURWA

PANDEY

PURWA

PIPARIYA

5735

75/20

CHHARDAHI G.P.

12767

63/35

128297

140/150

13044

140/20

133433

63/220

14037

63/20

14251

63/25

14326

63/15

14456

140/30

154 89

110/45

158252

75/130

16496

63/50

17083

63/40

16947

63/25

14560

63/30

157644

63/325

135120

63/60

13748

63/25

15033

63/15

84.66

84.16

84.25

84.90

85.09

85.39

84.86

85.51

84.96

85.19

84.75

84.93

14730

63/15

84.32

84.67

85.00

85.21

85.35

84.68

85.52

86.02

85.87

86.034

86.39

84.77

85.009

84.07

84.01

84.29

83.40

85.21

84.87

84.71

83.71

84.48

84.32

85.22

85.41

85.74

85.36

85.31

84.29

84.99

84.24


H.P. RL-

85.69

T.B.M. NO 1 ON TOP P/F

OF H.P. RL- 85.69


H.P. RL- 84.66

SHANKARPUR

VILLAGE OF

KUDRAHA G.P.

127

130

147

149

154

153

151

150

146

145

155

142

143

140

131

132

137

139

156

157

158

159

160

162

163

161

164

165

166

167

168

171

169

170

135

133

136

134

128

126

1670

160/0

13924

140/10

131140

63/70

15351

63/25

15127

63/15

152 31

63/15

14864

63/35

156262

90/135

159135

63/70

162145

63/75

16055

63/30

16390

63/45

166236

63/120

63/20

16740

16872

63/35

129

134196

63/100

138

144

155

63/140

275

84.31

84.75

13266

63/35

13888

63/50

CHARDAHI

PALTI

PURWA

PIPARPATI

CHAURAHA

BA

IS

IY

A K

ALA

C

H

AU

R

AH

A

PANCHAYAT

BHAWAN

PRIMERY

SCHOOL

P

O

N

D


H.P. RL-

18180

63/20

18796

63/20

188

80

63/20

218

407

63/95

239162

63/40

24443

63/10

24642

63/10

24195

63/20

24369

63/15

23742

63/10

85.06

83.65

85.15

83.77

83.27

84.10

83.80

83.80

83.80

83.67

83.67

83.67

84.12

84.19

84.19

83.62

83.88

83.71

83.53

83.31

83.81

84.31

83.27

83.40

85.23

85.10

85.47

85.52

84.50

85.87

85.41

84.73

85.71

83.52

83.64

83.41

83.82

83.63

83.30

83.446

83.95

83.46

83.88

84.61

84.27

83.61

83.97

83.95

84.21

83.95

84.51

84.00

83.993

83.85

83.66

84.08

84.06

84.13

84.45

84.55

85.81

84.90

84.90

83.66

83.60

84.11

86.22

T.B.M. NO 2 ON TOP

CULVERT-84.87

KALYANPUR VILLAGE

OF BAISIYA KALA G.P.

BAISIYA KALA VILLAGE


JAMALPUR VILLAGE


17372

63/15

174

55

90/15

175

63

63/15

179 40

63/10

180

106

63/25

184

73

63/15

18535

63/10

189 86

63/20

190

232

63/55

191 116

63/25

192

34

63/10

193

114

63/25

194

141

63/35

195111

63/25

196378

63/90

201

115

63/25

202

134

63/30

203226

63/55

204

121

63/30

20587

63/20

206

505

63/120

2171017

110/235

219423

75/100

22255

63/15

22159

63/15

22081

63/20

223104

63/25

231

118

63/25

224108

63/25

22583

63/20

226135

63/30

22731

63/5

22946

63/10

22885

63/20

23254

63/15

234

60

63/15

85.59

23332

63/5

24277

63/20

238128

63/30

24595

63/20

21454

63/15

213

74

110/15

212

72

63/15

208

45

63/10

172

528

110/0

176

35

90/10

177

35

90/10

84.98

198

47

63/10

197

33

63/10

84.98

84.95

200

35

63/10

199

115

63/25

209

10

110/0

211

30

110/5

210

68

63/15

21656

63/15

21518

63/5

24034

63/10

84.16

83.66

84.06

207

543

110/125

178

446

90/105

MURYA

PURWA

JETHU

PURWA

DUBAHANA

CHAMAR

TOLA-1

ANARIYA

BAISIYA

183

40

63/10

51

63/10

182

HAND PUMP

POND

CULVERT

GRAM PANCHAYAT & VILLAGE BOUNDARY

BRICK ROAD

CEMENT CONCERET ROAD

EARTH ROAD

BITUMENIOUS ROAD

LEGEND

PIPE LINE

NODE NUMBER

90

85

63/20

LINE NUMBER,LENGTH & DIA.

LINE

NUMBER

LENGTH

SEC. POP.

SLUICE VALVE

BUILDING

TEMPLE

MASJID

FIRE HYDRANT

AIR VALVE

Mean Sea Leve= 85.04

BUTTER FLY VALVE

SCOUR VALVE

B/F

DIA.

KEY PLAN

1

83.00

2

4

HARIJAN

TOLA-2

2

3

109

28

63/00

1

103761

110/285

57

LOOP

LOOP

LOOP

LOOP

B/F

85.68

KUDRAHA VILLAGE OF

KUDRAHA G.P.

354

63/30

599

140/55

979

140/45

1067

63/40

1190

140/50

1336

63/20

15139

140/80

1692

63/50

24219

63/125

27105

63/60

2865

63/35

30205

63/115

32203

63/115

33158

90/90

3553

63/30

3665

63/35

37756

90/430

38233

63/135

6258

63/145

7 31

63/20

8126

63/70

52299

63/170

5983

63/45

60441

75/250

7236

63/20

73279

63/160

78 94

63/55

7147

63/25

4

5

59

60

83.68

83.71

84.16

83.83

84.85

85.10

85.10

83.926

84.41

83.71

83.76

84.76

84.86

84.34

84.93

83.91

83.91

83.78 84.79

85.22

83.85

84.40

85.15

84.31

84.37

84.63

84.63

84.69

84.61

85.08

84.68

86.23

85.48

85.26

84.13

85.75

84.71

84.45

84.45

84.47

84.02

84.61

85.05

84.63

84.16

84.17

84.00

83.12

84.82

85.20

84.31

84.62

84.36

84.07

84.44

83.57

84.03

83.97

83.97

83.94

84.88

84.88

84.15

84.15

84.15

83.89

84.74

83.78

84.00

84.68


H.P. RL-84.89

T.B.M.ON TOP P/F OF

H.P. RL- 85.79


H.P. RL-

84.66

T

.

B

.

M

.

O

N

P

L

I

N

G

T

H

O

F

T

E

M

P

L

E

R

L

-

8

4

.

8

4

UJIYANPUR VILLAGE

OF KUDRAHA G.P.

HAND PUMP

POND

CULVERT


BRICK ROAD


EARTH ROAD

BITUMENIOUS ROAD

LEGEND

PIPE LINE

NODE NUMBER

90

85

63/20


LINE

NUMBER

LENGTH

SEC POP.

SLUICE VALVE

BUILDING

TEMPLE

MASJID

FIRE HYDRANT

AIR VALVE


5735

75/20

247300

140/0

231

478

140/45

16

18

19

1825

63/15

1928

140/15

21

2064

63/35

2117

110/10

2248

63/25

23227

110/130

24

27

28

29

30

31

2681

63/45

2558

63/35

25

26

32

33

84.36

3434

71

63/40

37

38

39

39

174

63/100

40

4035

63/20

41

4110

63/5

42

4275

63/45

43

4337

63/20

44

4440

63/25

45

46

4641

63/25

47

48

4730

63/15

49

4898

63/55

50

51

52

4944

63/25

5064

63/35

5177

63/45

84.28

53

54

55

56

5534

63/20

5635

63/20

58

5888

75/50

61415

63/235

61

62

62213

63/120

64

64411

63/235

65

6582

75/45

66

67

66155

63/90

67246

75/140

68

69

68132

63/75

69237

63/135

70

70374

63/215

71

72

73

74

75

76

77

78

79

7943

63/45

80671

63/385

81

84.65

85.00

85.08

85.08

84.17

84.00

84.00

83.50

3

215

140/0

5437

63/20

63113

63/65

7444

63/25

75 27

63/15

76 38

63/20

7737

63/20

53311

63/175

DIA.

BUTTER FLY VALVE

SCOUR VALVE

B/F

BELWARIYA

KUDRAHA

CHAMRAUTI

PUCHKARWA

MASRAGWA

HARIZAN

BASTI

RETHIYA

BASE MAP

B

y

e

P

a

s

s

P

.

H

.

O

.

H

.

T

4

0

0

K

.

L

.

/

1

6

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

.

S

T

A

F

F

Q

U

A

R

T

E

R

2

1

83.00

2

3

10920

63/00

57

LOOP

LOOP

B/F

JIBHIYAO G.P.

10165

63/25

9456

63/20

88126

63/45

117226

63/85

11873

63/25

11949

63/20

120114

63/45

12266

63/25

121475

63/180

123380

63/140

84.70

84.80

85.44

85.85

85.18

84.83

84.53

84.70

84.98

84.21

83.63

83.98

84.33

83.72

84.47 84.59

83.53

83.39

84.98

84.89

84.10

84.02

83.33

84.77

84.42

83.83

84.64

84.20

83.85

85.11

84.66

84.25

85.31

84.98

85.20


H.P. RL-

86.58

HAND PUMP

POND

CULVERT


BRICK ROAD


EARTH ROAD

BITUMENIOUS ROAD

LEGEND

PIPE LINE

NODE NUMBER

90

85

63/20


LINE

NUMBER

LENGTH

SEC.POP.

SLUICE VALVE

BUILDING

TEMPLE

MASJID

FIRE HYDRANT

AIR VALVE


8135

110/0

82

83

82715

110/270

84

85

9262

110/25

83245

63/90

8462

63/25

8598

63/35

8630

63/10

8786

63/30

95296

63/110

93431

63/160

96781

110/295

98250

90/95

97247

63/95

100295

63/110

99600

75/225

102109

63/40

104269

90/100

1081144

63/420

11246

63/15

11152

63/20

116128

63/50

11594

63/35

11427

63/10

11339

63/15

106

105

104

98

97

99

102

103

101

95

96

94

93

88

89

91

90

92

87

86

107

108

109

110328

63/125

111

117

116

115114

112

113

118

119

123

121

120

126

122

124

12427

63/10

125

12536

63/15

85.15

85.15

85.15

85.10

85.15

85.15

85.23

85.23

2

103761

110/285

DIA.

BUTTER FLY VALVE

SCOUR VALVE

B/F

MUSLIM

PURWA

MAURYA

PURWA

PANDEY

PURWA

PIPARIYA

BASE MAP

1

LOOP

85.68

B/F

CHHARDAHI G.P.

12767

63/35

128297

140/150

130 44

140/20

133 433

63/220

14037

63/20

14251

63/25

14326

63/15

14456

140/30

15489

110/45

158252

75/130

16496

63/50

17083

63/40

16947

63/25

14560

63/30

157644

63/325

135120

63/60

137 48

63/25

15033

63/15

84.66

84.16

84.25

84.90

85.09

85.39

84.86

85.51

84.96

85.19

84.75

84.93

14730

63/15

84.32

84.67

85.00

85.21

85.35

84.68

85.52

86.02

85.87

86.034

86.39

84.77

85.009

84.07

84.01

84.29

83.40

85.21

84.87

84.71

83.71

84.48

84.32

85.22

85.41

85.74

85.36

85.31

84.29

84.99

84.24


H.P. RL-85.69

T.B.M. NO 1 ON TOP P/F

OF H.P. RL- 85.69


H.P. RL- 84.66

SHANKARPUR

VILLAGE OF

KUDRAHA G.P.

HAND PUMP

POND

CULVERT


BRICK ROAD


EARTH ROAD

BITUMENIOUS ROAD

LEGEND

PIPE LINE

NODE NUMBER

90

85

63/20


LINE

NUMBER

LENGTH

SEC. POP.

SLUICE VALVE

BUILDING

TEMPLE

MASJID

FIRE HYDRANT

AIR VALVE


127

130

147

149

154

153

151

150

146

145

155

142

143

140

131

132

137

139

156

157

158

159

160

162

163

161

164

165

166

167

168

171

169

170

135

133

136

134

128

1261670

160/0

13924

140/10

131140

63/70

15351

63/25

15127

63/15

15231

63/15

14864

63/35

156262

90/135

159135

63/70

162145

63/75

16055

63/30

16390

63/45

166236

63/120

63/20

16740

16872

63/35

129

134196

63/100

138

144

155

63/140

275

84.31

84.75

BUTTER FLY VALVE

SCOUR VALVE

B/F

DIA.

13266

63/35

13888

63/50

CHARDAHI

PALTI

PURWA

BASE MAP

2

B

y

e

P

a

s

s

P

.

H

.

O

.

H

.

T

4

0

0

K

.

L

.

/

1

6

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

.

B

F

B

F

S

T

A

F

F

Q

U

A

R

T

E

R

1

83.00

B/F

B/F

PIPARPATI

CHAURAHA

BA

IS

IY

A K

ALA

C

H

AU

R

AH

A

PANCHAYAT

BHAWAN

PRIMERY

SCHOOL

P

O

N

D


H.P. RL-

18180

63/20

18796

63/20

188

80

63/20

218

407

63/95

239162

63/40

24443

63/10

24642

63/10

24195

63/20

24369

63/15

23742

63/10

85.06

83.65

85.15

83.77

83.27

84.10

83.80

83.80

83.80

83.67

83.67

83.67

84.12

84.19

84.19

83.62

83.88

83.71

83.53

83.31

83.81

84.31

83.27

83.40

85.23

85.10

85.47

85.52

84.50

85.87

85.41

84.73

85.71

83.52

83.64

83.41

83.82

83.63

83.30

83.446

83.95

83.46

83.88

84.61

84.27

83.61

83.97

83.95

84.21

83.95

84.51

84.00

83.993

83.85

83.66

84.08

84.06

84.13

84.45

84.55

85.81

84.90

84.90

83.66

83.60

84.11

86.22

T.B.M. NO 2 ON TOP

CULVERT-84.87

KALYANPUR VILLAGE




JAMALPUR VILLAGE


HAND PUMP

POND

CULVERT


BRICK ROAD


EARTH ROAD

BITUMENIOUS ROAD

LEGEND

PIPE LINE

NODE NUMBER

90

85

63/20


LINE

NUMBER

LENGTH

SEC. POP.

SLUICE VALVE

BUILDING

TEMPLE

MASJID

FIRE HYDRANT

AIR VALVE


173 72

63/15

174

55

90/15

175

63

63/15

17940

63/10

180

106

63/25

184

73

63/15

185 35

63/10

189 86

63/20

190

232

63/55

191 116

63/25

192

34

63/10

193

114

63/25

194

141

63/35

195111

63/25

196378

63/90

201

115

63/25

202

134

63/30

203 226

63/55

204

121

63/30

20587

63/20

206

505

63/120

2171017

110/235

219423

75/100

22255

63/15

22159

63/15

22081

63/20

223104

63/25

231

118

63/25

224108

63/25

22583

63/20

226135

63/30

22731

63/5

22946

63/10

22885

63/20

23254

63/15

23460

63/15

85.59

23332

63/5

24277

63/20

238128

63/30

24595

63/20

21454

63/15

213

74

110/15

212

72

63/15

20845

63/10

172

528

110/0

176

35

90/10

177

35

90/10

84.98

198

47

63/10

197

33

63/10

84.98

84.95

200

35

63/10

199

115

63/25

209

10

110/0

211

30

110/5

210

68

63/15

21656

63/15

21518

63/5

24034

63/10

84.16

83.66

84.06

207

543

110/125

178

446

90/105

BUTTER FLY VALVE

SCOUR VALVE

B/F

DIA.

MURYA

PURWA

JETHU

PURWA

DUBAHANA

CHAMAR

TOLA-1

HARIJAN

TOLA-2

ANARIYA

BAISIYA

183

40

63/10

51

63/10

182

2

B

y

e

P

a

s

s

P

.

H

.

O

.

H

.

T

4

0

0

K

.

L

.

/

1

6

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

.

S

T

A

F

FQ

U

A

R

T

E

R

1

83.00

BASE MAP

4

85.95

B/F

LOOP

KUDRAHA VILLAGE OF

KUDRAHA G.P.

354

63/30

599

140/55

979

140/45

1067

63/40

1190

140/50

1336

63/20

15139

140/80

1692

63/50

24219

63/125

27105

63/60

2865

63/35

30205

63/115

32203

63/115

33158

90/90

3553

63/30

3665

63/35

37756

90/430

38233

63/135

6258

63/145

7 31

63/20

8126

63/70

52299

63/170

5983

63/45

60441

75/250

7236

63/20

73279

63/160

7894

63/55

7147

63/25

4

5

59

60

83.68

83.71

84.16

83.83

84.85

85.10

85.10

83.926

84.41

83.71

84.76

84.86

84.34

84.93

83.91

83.91

83.78 84.79

85.22

83.85

84.40

85.15

84.31

84.37

84.63

84.63

84.69

84.61

85.08

84.68

86.23

85.48

85.26

84.13

84.71

84.45

84.45

84.47

84.02

84.61

85.05

84.63

84.16

84.17

84.00

83.12

84.82

85.20

84.31

84.62

84.36

84.07

84.44

83.57

84.03

83.97

83.97

83.94

84.88

84.88

84.15

84.15

84.15

83.89

84.74

83.78

84.00

84.68


H.P. RL-84.89

T.B.M.ON TOP P/F OF

H.P. RL-85.79


H.P. RL-

84.66

T

.

B

.

M

.

O

N

P

L

I

N

G

T

H

O

F

T

E

M

P

L

E

R

L

-

8

4

.

8

4

UJIYANPUR VILLAGE

OF KUDRAHA G.P.

5735

90/20

247300

140/0

231

478

140/45

16

18

19

1825

63/15

19 28

140/15

21

2064

63/35

2117

110/10

2248

63/25

23227

110/130

24

27

28

29

30

31

2681

63/45

2558

63/35

25

26

32

33

84.36

3434

71

63/40

37

38

39

39

174

63/100

40

4035

63/20

41

4110

63/5

42

4275

63/45

43

4337

63/20

44

4440

63/25

45

46

4641

63/25

47

48

4730

63/15

49

4898

63/55

50

51

52

4944

63/25

5064

63/35

5177

63/45

84.28

53

54

55

56

5534

63/20

5635

63/20

58

5888

75/50

61415

63/235

61

62

62213

63/120

64

64411

63/235

65

6582

75/45

66

67

66155

63/90

67246

75/140

68

69

68132

63/75

69237

63/135

70

70374

63/215

71

72

73

74

75

76

77

78

79

7943

63/45

80671

63/385

81

84.65

85.10

85.00

85.08

85.08

84.17

84.00

84.00

83.50

215

140/0

5437

63/20

63113

63/65

7444

63/25

7527

63/15

7638

63/20

7737

63/20

53311

63/175

BELWARIYA

KUDRAHA

CHAMRAUTI

PUCHKARWA

MASRAGWA

HARIZAN

BASTI

RETHIYA

HYDRAULIC FLOW LINES FOR

B

y

e

P

a

s

s

P

.

H

.

O

.

H

.

T

4

0

0

K

.

L

.

,

1

6

M

S

T

A

G

I

N

G

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

.

S

T

A

F

F

Q

U

A

R

T

E

R

1

2

3

2

3

85.10

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

LOOP

57

63/00

20B/F

LOOP

LOOP

DESIGN POPULATION= 5698

85.75

JIBHIYAO G.P.

10165

63/25

9456

63/20

88126

63/45

117226

63/85

11873

63/25

11949

63/20

120114

63/45

12266

63/25

121475

63/180

123380

63/140

84.70

84.80

85.44

85.85

85.18

84.83

84.53

84.70

84.98

84.21

83.63

83.98

84.33

83.72

84.47 84.59

83.53

83.39

83.24

84.98

84.89

84.10

84.02

83.33

84.77

84.42

83.83

84.64

84.20

83.85

85.11

84.66

84.25

85.31

84.98

85.20

8135

110/0

82

83

82715

110/270

84

85

9262

110/25

83245

63/90

8462

63/25

8598

63/35

8630

63/10

8786

63/30

95296

63/110

93431

63/160

96781

110/295

98250

90/95

97247

63/95

100295

63/110

99600

75/225

102109

63/40

104269

90/100

1081144

63/420

11246

63/15

11152

63/20

116128

63/50

11594

63/35

11427

63/10

11339

63/15

106

105

104

98

97

99

102

103

101

95

96

94

93

88

89

91

90

92

87

86

107

108

109

110328

63/125

111

117

116

115114

112

113

118

119

123

121

120

126

122

124

12427

63/10

125

12536

63/15

85.15

85.15

85.15

85.10

85.15

85.15

85.23

85.23

2

103761

110/285

MUSLIM

PURWA

MAURYA

PURWA

PANDEY

PURWA

PIPARIYA


O

.

H

.

T

4

0

0

K

.

L

.

,

1

6

M

S

T

A

G

I

N

G

1

PIPE LINE

NODE NUMBER


LINE

NUMBER

LENGTH

DIA.

SLUICE VALVE

FIRE HYDRANT

AIR VALVE

SEC. POP.

BUTTER FLY VALVE

SCOUR VALVE

B/F

LEGEND


90

85

63/10

LOOP

LOOP


85.68

B/F

CHHARDAHI G.P.

12767

63/35

128297

140/150

13044

140/20

133433

63/220

14037

63/20

14251

63/25

14326

63/15

14456

140/30

15489

110/45

158252

75/130

16496

63/50

17083

63/40

16947

63/25

14560

63/30

157644

63/325

135120

63/60

13748

63/25

15033

63/15

84.66

84.16

84.25

84.90

85.09

85.39

84.86

85.51

84.96

85.19

84.75

84.93

14730

63/15

84.32

84.67

85.00

85.21

85.35

84.68

85.52

86.02

85.87

86.034

86.39

84.77

85.009

84.07

84.01

84.29

83.40

85.21

84.87

84.71

83.71

84.48

84.32

85.22

85.41

85.74

85.36

85.31

84.29

84.99

84.24

SHANKARPUR

VILLAGE OF

KUDRAHA G.P.

127

130

147

149

154

153

151

150

146

145

155

142

143

140

131

132

137

139

156

157

158

159

160

162

163

161

164

165

166

167

168

171

169

170

135

133

136

134

128

126

1670

160/0

13924

140/10

131140

63/70

15351

63/25

15127

63/15

15231

63/15

14864

63/35

156262

90/135

159135

63/70

162145

63/75

16055

63/30

16390

63/45

166236

63/120

63/20

16740

16872

63/35

129

134196

63/100

138

144

155

63/140

275

84.31

84.75

13266

63/35

138 88

63/50

CHARDAHI

PALTI

PURWA


2

B

y

e

P

a

s

s

P

.

H

.

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

.

B

F

B

F

S

T

A

F

FQ

U

A

R

T

E

R

1

83.00

O

.

H

.

T

4

0

0

K

.

L

.

,

1

6

M

S

T

A

G

I

N

G

B/F



B/F

PIPE LINE

NODE NUMBER


LINE

NUMBER

LENGTH

SLUICE VALVE

FIRE HYDRANT

AIR VALVE

SEC. POP.

BUTTER FLY VALVE

SCOUR VALVE

B/F

LEGEND


90

85

63/10

LOOP

PANCHAYAT

BHAWAN

P

O

N

D

18180

63/20

187 96

63/20

188

80

63/20

218

407

63/95

239162

63/40

24443

63/10

24642

63/10

24195

63/20

24369

63/15

23742

63/10

85.06

83.65

85.15

83.77

83.27

84.10

83.80

83.80

83.80

83.67

83.67

83.67

84.12

84.19

84.19

83.62

83.88

83.71

83.53

83.31

83.81

84.31

83.40

85.23

85.10

85.47

85.52

84.50

85.87

85.41

84.73

85.71

83.52

83.64

83.41

83.82

83.63

83.30

83.446

83.95

83.46

83.88

84.61

84.27

83.61

83.97

83.95

84.21

83.95

84.51

84.00

83.993

83.85

83.66

84.08

84.06

84.13

84.45

84.55

85.81

84.90

84.90

83.66

83.60

84.11

KALYANPUR VILLAGE




JAMALPUR VILLAGE


173 72

63/15

174

55

90/15

175

63

63/15

17940

63/10

180106

63/25

184

73

63/15

18535

63/10

189 86

63/20

190

232

63/55

191 116

63/25

19234

63/10

193

114

63/25

194

141

63/35

195111

63/25

196378

63/90

201

115

63/25

202

134

63/30

203 226

63/55

204

121

63/30

20587

63/20

206

505

63/120

2171017

110/235

219 423

75/100

22255

63/15

22159

63/15

22081

63/20

223104

63/25

231

118

63/25

224108

63/25

22583

63/20

226135

63/30

22731

63/5

22946

63/10

22885

63/20

23254

63/15

23460

63/15

85.59

23332

63/5

24277

63/20

238128

63/30

24595

63/20

21454

63/15

213

74

110/15

212

72

63/15

20845

63/10

172

528

110/0

176

35

90/10

177

35

90/10

84.98

198

47

63/10

197

33

63/10

84.98

84.95

200

35

63/10

199

115

63/25

209

10

110/0

211

30

110/5

210

68

63/15

21656

63/15

21518

63/5

24034

63/10

84.1683.66

84.06

207

543

110/125

178

446

90/105

MURYA

PURWA

JETHU

PURWA

DUBAHANA

CHAMAR

TOLA-1

CHAMAR

TOLA-2

ANARIYA

BAISIYA

183

40

63/10

51

63/10

182

B

y

e

P

a

s

s

P

.

H

.

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

.

S

T

A

F

F

Q

U

A

R

T

E

R

1

83.00

HYDRAULIC FLOW LINES FORO

.

H

.

T

4

0

0

K

.

L

.

,

1

6

M

S

T

A

G

I

N

G

4

PIPE LINE

NODE NUMBER


LINE

NUMBER

LENGTH

DIA.

SLUICE VALVE

FIRE HYDRANT

AIR VALVE

SEC. POP.

BUTTER FLY VALVE

SCOUR VALVE

B/F

LEGEND


90

85

63/10

LOOP

2

LOOP


B/F

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