DETAILED PROJECT REPORT ON · Nizamabad area is a part of Nizamabad district and it is underlain by...

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DETAILED PROJECT REPORT ON

PROPOSED DRINKING WATER GRID IN NIZAMABAD DISTRICT

1. BACKGROUND

Water is life sustaining and life giving and Water is one of the basic requirements of life.

For a healthy living, pure potable water is a must. The water, though a “priceless” commodity.

But, it is scarce. The total volume of usable water in the whole world is fixed and is less than half

percent of the total volume of water. The newly formed State of Telangana is one of the States

severely affected with Fluorosis. In some areas the fluoride level is nearer to 10 ppm.

According to the surveys conducted, it was observed that the Fluorosis is prevalent in all most all

the districts in Telangana. The severely affected districts are Nalgonda, Mahabubnagar,

Karimnagar, Warangal, Nizamabad, Ranga Reddy. The Telangana is also one of the effected

states with Brackishness in water. The brackishness of the drinking water is prevails in many

habitations of the state.

It has been established that, if the fluoride level exceeds the level of 1.5 ppm, it damages

the teeth resulting in Dental Fluorosis. Concentration above 3 ppm leads to skeletal Fluorosis. It

has also been observed that due to consumption of excess fluoride content water over a longer

period, premature old age occurs in younger age.

2. INTRODUCTION

The Government of Telangana is desired to improve the drinking water supply level to all

the habitations in the state in the context of newly formation of its statehood. Accordingly,

Hon’ble Chief Minister of Telangana State has instructed to construct a Water Supply Grid in the

State of Telangana to upgrade the present water supply level from the existing 40 LPCD to 100

LPCD in rural habitations and to 135 LPCD in urban habitations. And also the Honorable Chief

Minister intended to make provisions in the proposed Water Grid for Industrial Water

Requirement and Water requirement for Municipalities and Corporations in the entire state. So

that the entire water grid will become economically viable and self sustainable to meet Operation

and maintenance cost by getting water user tariff from the Industries, Municipalities and

Corporations along with other users. In this context, a Detailed Preliminary Report is prepared

after conducting reconnaissance survey in the district. The Nizamabad District Profile at a

Glance.

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3. DEMOGRAPHY:

A. Geographical Area : 7,956 Sq. Kms.

a) No. of Revenue Divisions : 3

b) No. of Mandals : 36

c) Total No. of Villages : 1645

d) Un-inhabited Villages : 64

e) Total No. of Gram Panchayath : 718

f) Municipal Corporation : Nizamabad

g) Municipalities : 1. Bodhan 2.Kamareddy 3.Armoor

h) Details of Revenue Divisions and Mandals

NIZAMABAD DIVISION

1.Nizamabad 4. Bheemgal 7. Jakranpally 10.Morthad 13.Sirikonda

2. Armoor 5. Dharpally 8.Kammarpally 11.Nandipet 14.Vailpoor

3. Balkonda 6. Dichpally 9. Makloor 13.Navipet

BODHAN DIVISION

1. Bodhan 4. Birkoor 7. Madnoor 10.Renjal

2. Banswada 5. Jukkal 8.Nizamsagar 11.Varni

3. Bichkunda 6. Kotagir 9.Pitlam 13.Yedapally

KAMAREDDY DIVISION

1.Kamareddy 3.Domakonda 5.Lingampet 7.Nagireddypet 9.Tadwai

2.Bhiknoor 4.Gandhari 6.Machareddy 8.Sadasivnagar 10.Yellareddy

B. POPULATION - 2011 Census - in Lakhs

Total Population : 25.52

Male : 13.52

Female : 13.00

Sex Ratio per 1000 male persons

: 1038

Population density per Sq. Km

: 321

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C. Road Connectivity:

National High Way7 (Hyderabad. to Nagpur)

- 114 Kms

National High Way 16 - 55 Kms

State High Way - 246 Kms

Major District roads - 615 Kms

Z.P.taken over Roads by R&B - 1093 Kms

P.R. Roads - 2304 Kms

Total

4427 Kms

D. EDUCATION:.Various education facilities available in the district are given below.

1. P.G.Colleges 6

2. Engineering 5

3. Medical College 1

4. Degree Colleges 24

5. Junior Colleges 100

6. MBA Colleges 3

7. MCA Colleges 3

8. High Schools 680

9. Upper Primary High Schools

510

10. Primary Schools 1846

11. Teacher Training Colleges 1

13. Polytechnic Colleges (Govt.)

2

13. Industrial Training Institutions

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14. B.Ed.Colleges 6

15. Nursing Training Schools 11

The Demand for Colleges are not considered in the Telangana drinking Water Project

E. INDUSTRIES (2009-10) ( Large & Medium Scale Industries ) :

The Telangana Drinking Water Project is also aiming to supply the water to households in

addition to the industrial requirements. Industrial requirement of Segment-11 (0.188 TMC) is

considered as 10% to the total Drinking water and Industrial requirement of Segment-13 (0.05

TMC) is considered as 5% to the total Drinking water.

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Name of the industry Line of Activity

Unit Production,

2009-10 Employment

Nizam Deccan Sugar Factory, Bodhan

Sugar MTs 31005 256

Nizam Co.op.Sugar Factory,Sarangapoor.

Sugar MTs Presently

not working 344

NCS Gayathri Sugars Ltd. Adlooryellareddy SSNagar(M)

Sugar MTs -- 313

Sukhjith Starch Mill, Mubarak nagar, Nzb.

Maize starch

MTs 54417 246

Vajra Granite, Baswapoor. Polished Granite slabs

Sq. Mts -- 140

Indur Green Power Home Pvt. Ltd, Renjal

Power Generation

M.Watts -- 64

GSR Sugars, Magi (V), Pitlam (M)

Sugar MTs -- 230

Sri Gajanan Agro Mills (India) Pvt. Ltd. Gundaram (V), Nizamabad Mandal

Paddy MTs 36400 74

3. PRESENT STATUS OF RWS & S NIZAMABAD DISTRICT:

In the Nizamabad district, there are 18 No’s CPWS Schemes, 2182 No’s of PWS

Schemes, 2485 No’s of MPWS Schemes and 11,570 Hand Pumps are available for Water Supply

to the habitants. There are 401 Habitations covered with 18 No’s of MVS Schemes which are

already commissioned in the district. Out of the 18 CPWS Schemes, only 5 CPWS Schemes are

conserved in the Segment 13 for upgrading the CPWS Schemes to Grid Standards i.e., from 40

LPCD to 100 LPCD.

There are 139 NSS habitations out of which 76 are fluoride affected habitations and the

balance habitations are Brackish affected. And the supply level of Dirking Water to habitations

of the district is as follows ( as per 55 LPCD ).

FC PC4 PC3 PC2 PC1 554 280 478 94 100

Though there are 554 fully covered habitations due to different seasonal conditions, the

supply level is reduced to around 30 to 40 LPCD only.

EXISTING IRRIGATION PROJECTS:

DAILY GAUGE REPORT OF VARIOUS PROJECTS UNDER IRRIGATION CIRCLE : NIZAMABAD

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NIZAMSAGAR (MEDIUM ) PROJECT - Ayacut 2,31,339 acres

Sl. No Standards Level Unit Capacities Unit

1 F .R. L 1405.00 Ft 17802.68 Mcft

2 M.D.D.L 1376.00 Ft 786.71 Mcft

3 Sill Level 1364.00 Ft 0.724 Mcft

Guage Report

1 To-days Level 1392.76 Ft 5.407 TMC

2 Yestadays Level 1392.92 Ft 5.407 TMC

3 Difference in Capacity

4 Last Year Level 1400.61 Ft 13.053 TMC

POCHARAM (MEDIUM ) PROJECT - Ayacut 10,500 acres


1 F .R. L 1464.0 Ft 1820 Mcft

2 M.D.D.L 1451.0 Ft 318 Mcft

3 Sill Level 1443.0 Ft -

Guage Report

1 To-days Level 1455.9 Ft 724.778 TMC


Inflow = NIL C/s & Out flow - NIL

KOULASNALA (MEDIUM ) PROJECT - Ayacut 9,000 acres


1 F .R. L 458.00 Mtrs 1338 Mcft

2 M.D.D.L 458.00 Mtrs 413.13 Mcft

3 Sill Level - -

Guage Report

1 To-days Level 456.20 Mtrs 840 Mcft

2 Yestadays Level 456.20 Mtrs 840 Mcft

Inflow = NIL C/s & Out flow - 10 C/S leakage

RAMADUGU (MEDIUM ) PROJECT - Ayacut 7,000 acres


1 F .R. L 1378.50 Ft 966 Mcft

2 M.D.D.L 1358.00 Ft 113.551 Mcft

3 Sill Level 1354.00 Ft 62.576 Mcft

Guage Report

1 To-days Level 1365.00 Ft 290.67 Mcft

2 Yestadays Level 1365.50 Ft 290.67 Mcft

Inflow = NIL C/s & Out flow - NIL

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ALISAGAR Balancing Tank


1 F .R. L 1399.50 Ft 304 Mcft

2 M.D.D.L 1387.00 Ft 84.29 Mcft

3 Sill Level 1370.00 Ft -

Guage Report


2 Yestadays Level 1391.70 Ft 130 Mcft

Inflow = Kothapet bridge main canal 2'-10" & Out flow - NIL

SRI RAM SAGAR (MAJOR) PROJECT - Ayacut


1 F .R. L 1091.00 Ft 90.313 TMC

2 M.D.D.L 1060.00 Ft 13.590 TMC

3 Sill Level 1058.00 Ft 11.500 TMC

Guage Report


2 Yestadays Level 1070.70 Ft 30.36 Mcft

Inflow = 1437 C/s & Out flow - 1437 C/s

SINGEETHAM ANICUT


1 F .R. L 416.20 Mtrs - TMC

2 M.D.D.L 414.20 Mtrs - TMC

Guage Report


KALYANI VAGU PROJECT


1 F .R. L 409.50 Mtrs - Mcft

2 M.D.D.L 407.50 Mtrs - Mcft

A thorough study have been done to utilize the avove Projects for the Water Grid Net Work,

but after consideration of its present usage to irrigation purpose, there is no availability of water

exists in the above projects for the Water Grid requirement except in Two Reservoirs i.e., 1. Sri

Ram Sagar Project (SRSP) and 2. Nizamsagar Project (NSP). Even, Out of These two reservoirs the

NSP is having the Standardized Ayacut around 2.31 Lakhs of Acres for the available 17.80 TMC.

During the draught season the 17.80 TMC is not an assured quantity. Hence, in the review meeting

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the Hon’ble Chief Minister has advised to take up the required Water i.e., 1.68 TMC from the

Singoor Reservoir which has No standardized Ayacut.

The details of the Singoor Reservoir is as follows.

SINGOOR (MEDIUM ) PROJECT - Ayacut 40,000 acres


1 F .R. L 523.500 Mtrs 30.00 TMC

2 M.D.D.L 517.800 Mtrs 8.863 TMC

3 Sill Level 510.000 Mtrs 0.704 TMC

Inflow = 1351 C/s & Out flow - 296 C/s

Accordingly a Preliminary Design Report is prepared by considering the Source for the Grid 13. 3. PROJECT AREA:

i) Introduction

Nizamabad District is one of the fluoride affected districts in Telangana for drinking

water. The Project envisages covering all the habitations with supply level of 100 LPCD in rural

habitations and 135 LPCD in urban habitations with a Tap to every house hold along with a 5%

additional provision to meet Industrial requirement.

ii) Geology:

Nizamabad area is a part of Nizamabad district and it is underlain by Archean Crystalline

rocks. They comprise of pink and grey granites with course to medium texture. The granites are

sheared at places. The main jointing trends are NE - SW, NW - SE and ENE - WEW.

Dolerite dykes varying in width from few meters to hundreds of meters traverse the area.

These dykes are hard and compact and stand out prominently in the granite rocks. Quartz and

Pegmatite intrusion are also found in the area.

iii) Hydrogeological Conditions:

The ground water in this area is limited to secondary porosity developed through

fracturing and subsequent weathering. The granites in this area lack primary porosity. The

movement of ground water is controlled by the degree of inter - connection of these secondary

pores. The average depth of weathering varies from 8 to 130 m. The fissures and joints extend

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upto a depth of 20 - 45 m. The ground water occurs in unconfined conditions in shallow

weathered zone and under semi-confined conditions in joints, fissures and fractures. The depth

of well ranges from 6 - 18 m and the yield varies from 20 to 60 cum/day and in some wells upto

200 cum/day.

4. NECESSITY

Nizamabad is one of the 9 Telangana districts in the State. The ground water in the

project area of the district contains high concentration of fluorides and brackish in the ground

water. Due to frequent failure of monsoons in the project area the ground water table is

depleting and the Fluoride and brackish level in the ground water is increasing. As a result of

this, a habitation that is provided with a bore well fitted with hand pump as source of drinking

water in the past is yielding unacceptable quality of water. Many habitations that are partially

covered earlier are again looking for relief as the source infrastructure provided is in need of

either augmentation (or) replacement. The main problem is excess fluoride and brackish in

drinking water due to which people are suffering with knee pains, joint pains, dental Fluorosis

and skeletal Fluorosis.

The provision of safe drinking water deserves top priority to improve the health and economic

development of the people in the Nizamabad District.

5. OBJECTIVE:

As part of the Mission on control of Fluorosis and Brackishness, the present project is

prepared to provide safe drinking water to fluoride and Saline affected habitations and also for

providing house hold tap to each and every house hold with assured supply at the rate of

100LPCD for Rural and 135 LPCD. And an additional 5% is provisioned for Industrial

requirement.

6. RATIONALE:

In Nizamabad District it is extremely difficult to obtain potable drinking water especially

in the project area. The bore wells fitted with hand pumps are yielding water very low and

proved a failure in many places as the water table depleted very fast due to insufficient rains. To

mitigate this problem, this project is prepared.

7. METHODOLOGY:

The RWS & S Department has conducted a preliminary investigation for providing water

grid. Various options are explored in which the ground water sources are not considered since

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they are not potable and can’t dependable due to excess salts and rapid depletion of ground

water. As an alternate, the provision of surface water is examined by duly reviewing the

available 8 No’s of Major and Minor irrigation Projects in the Nizambad District along with

Singoor Project from Nizamabad District. Out of all these Projects, Singoor Project is opted for

taking up the source for Grid 13 after thorough examination of the various factors which effects

the Sustainability of the Source. The Singoor Project is having 30.00TMC of Water from which

1.843 (2048 Year) TMC Water can be allocated for Drinking Water Grid 13 to cover 16 Mandals

out of 36 Mandals of Nizamabad District.

The Segment – 13 is designed for 4 Assembly Segments, the Four assembly Segments

are 1.Jukkal (5 Mandals) 2. Banswada (4 Mandals ) 3, Yellareddy (3 Mandals) and 4. Bodhan

(4Mandals) of Nizamabad District. For this segment 13, the Raw Water will be pumped from

Singoor Intake Well i.e., +513.00 FVL to Head Works at Peddareddypet, 145MLD Treatment

Plant at GL +524.50, Pulkal Mandalof Medak District, the Treated Water will be Pumped to

OHBR at +560.00M at Thadmanur village of Andhol Mandal, Medak District. From the OHBR

at Thadmanur the Filtered Water Flows by Gravity to certain habitations and some habitations

through pumping from sumps.

8. SALIENT FEATURES OF SEGMENT - 13

The Segment 13 covers 4 Assembly Segments, 785 habitations spread over 16 Mandals

and One (1) Bodhan Municipality. The 4 assembly segments are1. Banswada 2. Jukkal 3.

Bodhan and 4. Yellareddy Assembly Segment (only 3 Mandal’s). The Raw Water will be

Pumped from the common Intake Well (Medak Segment has been proposed in the same Intake

Well) at Singoor Reservoir.

Head Works are proposed at Peddareddypet, Pulkal Mandal, Medak District with

145MLD Treatment Plant at GL+524.50M , the Treated Water will be Pumped again to 2 No;s

of 1350 KL OHBR at +560.00M. The Clear Water flows by Gravity to all the designed 785

Habitations in the Four assembly Segments i.e., 1.Jukkal (5 Mandals) 2. Banswada (4 Mandals )

3, Yellareddy (3 Mandals) and 4. Bodhan (4Mandals) of Nizamabad District

SILIENT FEATURES OF THE GRID - 13, NIZAMABAD DISTRICT

1 Name of the Grid: Grid - 13, Nizamabad

2 No of Habitations Covered 785 No's ( List attached )

3 No of Mandals 16 No's

4 No of Muncipalities 1 ( Bodhan Muncipality )

5 No of Assembly Segments 4 ( Jukkal + Banswada + Bodhan + 3 Mandals from Yellareddy )

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6 Total Estimated Cost ( Incl Taxes ) Rs.1300.00 Cr.

Population :

7 As per 2011 Census Rural Population of 785 Habs. 838975 ( List attached )

8 Urban - Designed Population of One Municipality 30013

9 Total Population as per 2011 Census 868988

10 Total Population as Projected to Base Year 2018 921576

11 Projected Population for the Prospective Year 2033 1046135

13 Projected Population for the Ultimate Year 2048 1215983

13 Annual Raw Water Requirement (Rural) 1.44 TMC After Considering the Existing and ongoing Schemes

14 Annual Raw Water Requirement (Urban) 0.154 TMC After Considering the Existing and ongoing Schemes

15 Annual Raw Water Requirement for Industries @ the rate of 5%

0.093 TMC

16 Total Requirement 1.687 TMC

KEY COMPONENTS OF THE GRID - 13

S.No. Description Qty Location

1 Intake Well – 13 x 32M Dia 1 No Singoor Project (30.00 TMC) at FRL +523.50 Mtrs

2 Raw Water Pump Sets 4 x 225 HP Intake Well at Singoor Project, Medak District

3 Raw Water Pumping Main - MS - 1300 MM Ø 0.50KM From Intake Well to Head Works at Peddareddypet

4 Clear Water Pumping Main - MS - 1300 MM Ø 6.00KM From Head Works to OHBR at Tadmanoor +560M

5 Clear Water Gravity Main - MS - 1500 MM Ø: 53.00KM From Tadmanoor OHBR to Nizamsagar Jn.

6 Treatment Plant 145MLD At Peddareedipet Village +560.00M

9 Total Length of Trunk Main 262 KM

10 Total Length of Sub Tunk 1370.00 KM

10 Cost of Tunk Main 335.66 Cr

11 Cost of Sub Trunk 213.30 Cr

13 Intra village pipe line Length with new Pipe and with replacement of Old Pipe

1019.07

KM

13 Intra village Pipe Line without replacement of Old Pipe 784.98 KM

14 Cost of Intra village Pipe Line with new Pipe and with replacement of Old Pipe

36.97 Cr.

15 Cost of Intra village Pipe Line with out replacement of Old Pipe

28.47 Cr

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16 Intra Village OHSR's requirement with Two Filling 613 No's - 32854 KL Volume

17 Intra Village OHSR's requirement with SIngle Flling 562 No's - 20320KL Volume

18 Cost of Intra Village OHSR's requirement with Two Filling 93.71 Cr

19 Cost Intra Village OHSR's requirement with Sngle Flling 135.86 Cr

20 Total Intra village Cost 188.78 Cr

8.a. Coverage to the Industries : There are many Industries existing and proposed in

the Project Area. The Industrial requirement in the Project Area is 1.50 TMC as indicated by

TSIIC Vide Lr. No. 07/CE/TSIIC/TDW/GRID/2014-'15 Dated: 22/10/2014 of CHIEF

ENGINEER, TSIIC LTD HYDERABAD. After careful examination of the water requirement to

Industries, It is decided to consider 10% additional quantity to the designed demand. So that it

comes around 0.11 TMC of Water for Industries from the present Water Grid. And it is also

decided to lay separate lines to meet the additional Industrial Demand in future if required

directly from Manjeera River which will cost around Rs. 50.00 Cr.

b. Existing Infrastructure : There are 11 No’s of CPWS Schemes functioning /

Ongoing in the Project Area covering a population of 4,49,436 in 213 Habitations of 10 Mandals

in Grid - 13 Project Area. The details are as follows.

S.No Name of the

CPWS Scheme Source

No of Habitations

Covered Population

Annual Water

Requirement in KL

Remarks

1 2 3 4 5 6 7

1 CPWS Scheme to Banswada

Intake Well in River

Manjeera 7 37465 533314 Commissioned

2 CPWS Scheme to

Damarancha

Infiltration Well in River


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3 CPWS Scheme

to Kotagiri



4 CPWS Scheme to Mandarna



5 CPWS Scheme to Tagilepally

Nizam Sagar Canal

7 19976 284358 Commissioned

6 CPWS Scheme to Bichkunda



7 CPWS Scheme to

Nagireddypet


Manjeera 41 49107 670568 Trial run done

8 CPWS Scheme

to Madnur


Manjeera 13 23832 339248 Ongoing

9 CPWS Scheme

to Yamcha

Intake Well in River

Godavari 34 89600 1308160 Commissioned

10 CPWS Scheme to

Chinamavandi



11 CPWS Scheme

to Kandgam



Present Water Drawl Quantity ( Annual ) 0.226 TMC

In the design of Segment 13, the above schemes are not considered as there is no

information submitted by the concerned sub divisions such as Designs of the Scheme, Key Plans,

Present rate of water supply and present status of the Scheme all these details are very much

essential to Integrate the Schemes with the Segment 13. The same has been explained in Design

Criteria.

C. Coverage to Municipalities: In the Grid – 13 Project Area, there is only one Municipality

that is Bodhan Municipality in Bodhan Assembly Segment. The water supply by Public Health

Department to this municipality is presently being done from Bellal Reservoir which is being fed

by Nizam Sagar Canal.The Clear Water demand for the Bodhan Municipality is considered in

this water grid @ 135 LPCD as per the Public Health Department Chief Engineer, AC Guards,

Hyderabad Lr.No. 5/T1/Telangana Water Grid/2014-15 Dated 14.11.2014, the requirement for

the Bodhan Municipality is 6.96MLD by year 2033 and 13.44MLD for the year 2048 The same

has been considered in the design of Water Grid – 13.

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8. PROJECT DESIGN CRITERIA: The design parameters adopted for this project component are detailed below: i) Design Period: The year 2018 is taken as the proposed year for commissioning and considered as the base year.

The ultimate design period of the project is considered as 30 years over the base year i.e., 2048.

ii) Design Population: Population Forecast The base year population is worked out by adding the population increase @ 0.8% growth rate

for rural population from 2011and 2% growth rate for urban population.

iii) Design Parameters: Established parameters are followed in the system design.

1. Sources and transmission main lines are designed for ultimate population.

2. Sumps, balancing and service reservoirs, pumping machinery are designed for

Prospective population.

iv) Service Level: The service level of 100 lpcd for rural population and 135 lpcd for urban population is considered. v) System Design Criteria: 1. Operation Period of Pumping Machinery : 22 hours 2. Treatment Rapid Sand Filters 3. Clear Water Sump : 2 ½ hours capacity @ head works 4. Service Storage : Capacity required for 50% Of Prospective daily demand. 5. Balancing Reservoir 30 minutes storage capacity 6. Pumping Machinery a)Design Period 15 Years b) Selection - Preliminary Design As per discharge and head c) Detailed design As per system curves 7. Distribution System As per the actual necessity in the habitation. vi) The hydraulic statements and designs are prepared based on the available data such as

LS and Key Plans which were not signed by the concerned subdivisions engineers, those

who have conducted Detailed Survey with the help of professional Survey firms must be

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signed on each and everydocument. Hence, the Project Executing Team ( i.e., Project

Division ) must take care of the levels by taking working levels before grounding the work

and they must be ensured that the hydraulic statement are correct, if working levels are not

matched they must prepare revised Hydraulic Statements and Designs as per the working

levels.

vii) Further, 11 No’s of existing and ongoing CPWS Schemes are there in the Segment 11,

but the required information ( i.e., Design and Key Plans and present status of the Existing

/ Ongoing CPWS Schemes) is not available for consideration in the Design of Segment 13.

Hence, in the design of Grid 13, the existing and ongoing schemes are not considered. The

Project Executing Team (i.e., Project Division) must review each and every CPWS Scheme

and connectivity shall be proposed to bring the existing and ongoing schemes to Grid

Standard by thoroughly utilizing the structures and pipe lines.

9. DETAILS OF THE PROJECT:

The project is administratively sanctioned for Rs. 1300 Crores vide PR&RD GO RT No.

336 Dated 1.06.2015. The DPR is prepared for Rs 1300 Crores and submitted to the

WAPCOS Limited. The DPR is vetted by WAPCOS Limited vide Project Director Letter

No. WAP/HYD/TDWSP/DPR/2015/2361 Dated 3.08.2015.

i) Source: It is proposed to cover 785 habitations through this segment 13, Source at Singoor,

Peddareddypet, Pulkal Mandal, Medak District. The raw water will be pumped from Intake Well

to Peddareddypet 145 MLD Treatment Plant, Head Works. The Treated water will be Pumped

again from Head Works to OHBR at Raipahad +560.00. From OHBR the water flows by gravity

to all the proposed 785 habitations exect 24 habitations which are situated over +540.00M and

those habitations will be covered by Pumping.

1) Intake well at Singur Resevoir, Near Peddareddypet, Pulkal Mandal, Medak Dist.

2) Rapid Sand Filters of capacity of 145 MLD near Peddareddypet village.

3) Clear Water Sump 13300 Kl Capacity at Peddareddypet.

4) OHBR of Capacity 2 x 1350 KL Capacity with 30.00M Staing at Thadmanur of Andhol

(M).

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Name of the Scheme No of Assembly

Segments No of Habitations

Population as per 2011

Census

Water Grid - 13 4 785

8,68,988

10. PROJECT COST: The cost of the project is Rs. 1300.00 Crores (Consists 145MLD Treatment Plant at

Peddareddypet &, Clear Water Sumps, OHBR, OHSRs and Pipelines etc,

11. PROJECT PERIOD

The completion period is tentatively proposed as two years after obtaining administrative

clearance from the Government.

13. INSTITUTIONAL SUPPORT:

The RWS&S Department is implementing all developmental activities in rural areas including

rural water supply. The department has sufficient experience in implementing large water supply

projects including projects with bilateral assistance in rural areas. With all the experience gained

in executing the projects already sanctioned, the Department is sufficiently equipped for

implementing this project.

13. CONCLUSION: By implementing this project it can be ensured the availability of adequate quantity of drinking

water of acceptable quality on long-term basis. The long-term objective of improvement of

health of the people in the project area results in the overall development.

The project deserves to be considered on priority to save the people from Fluorosis that is

crippling the abilities of the people in the project area. This project would especially cater to the

health needs of the women and children who are the most essential target groups for any

development to be meaningful and permanent and as well as the socio economic growth of the

district.

The DPR is prepared with current SSR of 2015-16 and early technical sanction is solicited sir.

Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer

TDWSP Banswada / TDWSP Sub division TDWSP Division TDWSP Circle

Yellareddy Banswada/ Yellareddy Banswada Nirmal

Estt cost Rs in Lakhs 130000.00

Sl.

NoDescription of the work Quantity Unit Rate Per

Amount

(in Lakhs))

1Pumping Main from Intake well to Aerator & Clear water Sump to OHBR

Sub Estimate

3300.00

2145 MLD Treatment Plant at Pedhareddipet of Pulkal (M)

1 NosSub

Estimate4952.00

313500 KL Clear water sump at Head works at Pedhareddipet of pulkal (M)

Sub Estimate

501.00

4 Pump sets 4918 HPSub

Estimate1469.00

5 Provision for power supply 4918 0.300 HP 1475.40

6Design & Construction of 2X1350 KL 30 m stg OHBR at Thadmanur of Andhol (M).

2 Nos 463.00Sub

Estimate926.00

7 TrunkmainSub

Estimate34550.00

8 Gravity lines to Jukkal ConstituencySub

Estimate23127.00

9 Gravity lines to Yellareddy Const.Sub

Estimate8000.00

10 Gravity lines to Banswada Const.Sub

Estimate20510.00

11 Gravity lines to Bodhan ConstituencySub

Estimate12000.00

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a)Construction of 100 KL BPT at Aredu (30 m stg) of Nizamsagar (M).

Sub Estimate

141.00

b)Construction of 180 KL BPT at Ch. Kodapgal(10 ms tg) of Pitlam(M).

Sub Estimate

56.00

c)Construction of 30 KL BPT at Chillargi(25 m Stg) of Pitlam(M).

Sub Estimate

87.00

d)Construction of 160 KL BPT at Awalgaon (20m Stg) of Madnoor (M).

Sub Estimate

147.00

e)Construction of 50 KL BPT near Mansuram T Jn (15 m Stg) of bichkunda (M).

Sub Estimate

24.00

f)Construction of 60 KL BPT near Kandebhallur (20 m Stg) of jukkal (M).

Sub Estimate

102.00

g)Construction of 110 KL BPT near Mailar (25 m Stg) of jukkal (M).

Sub Estimate

121.00

h)Construction of 90 KL BPT near Dosthapally (20 m Stg) of jukkal (M).

Sub Estimate

114.00

i)Construction of 30KL Sump at Tadgur Small of Madnoor (M).

Sub Estimate

8.00

j)Construction of 170 KL sump At Gulla Small of Jukkal (M).

Sub Estimate

20.00

k)Construction of 160 KL BPT at Dowlthapur (20 m Stg) of Bichkunda (M).

Sub Estimate

147.00

13

a)Construction of 130 KL BPT At Timmareddy X road (30 m Stg) of Yellareddy (M)

Sub Estimate

155.00

c)Construction of 200 KL sump At Mumbojipet JN Of Lingampet (M)

Sub Estimate

41.00

ABSTRACT ESTIMATE

PROVIDING DRINKING WATER SUPPLY IN NIZAMABAD DIST

Segment 13-Singur,Jukkal,Bodhan,Banswda & Yellareddy

Structures of Jukkal Constituency

Structures of Yellareddy Constituency

Sl.


Amount

(in Lakhs))

d)Construction of 40 KL sump At Bayampalli Jn Of Lingampet (M)

Sub Estimate

9.50

e)Construction of 150 KL Sump At Karpole Of Lingampet (M)

Sub Estimate

18.50

f)Construction of 100 KL sump At Musthapur Of Lingampet (M)

Sub Estimate

15.00

g)Construction of 20 KL Yellaram GLBR Of Yellareddy (M)

Sub Estimate

4.00

h)Construction of 130 KL BPT at Hajeepur 30 M stg Of Yellareddy (M)

Sub Estimate

155.00

14)

a)Construction of 1500 KL BPT near Santosh Nagar 20 M stg Of Banswada (M)

Sub Estimate

471.00

b)Construction of 300 KL Sump near Krishna Nagar T Of Banswada (M)

Sub Estimate

48.50

c)Construction of 50 KL Krishna Nagar T 20 m Staging Of Banswada (M)

Sub Estimate

100.00

d)Construction of 150 KL Sump Near Jalalpur Of Varni (M)

Sub Estimate

18.60

e)Construction of 30 KL Sump at Raitunagar Of Birkur (M)

Sub Estimate

8.00

f)Construction of 90 KL Sump @ Suddalam Of Kotagiri (M)

Sub Estimate

13.00

g)Construction of 10 KL 12 m stg Suddalam OHBR Of Kotagiri (M)

Sub Estimate

10.00

h)Construction of 130 KL BPT at Mirzapur (GLBR) 12 m stg Of Kotagiri (M)

Sub Estimate

46.00

i)Construction of 20KL BPT at Birkur X rd 20 m stg Of Birkur (M)

Sub Estimate

84.00

k)Construction of 10KL BPT at Boppaspally 12 m stg Of Birkur (M)

Sub Estimate

10.00

l)Construction of 60 KL BPT at B0mmandevpally 20 m stg(Near Nasrullabad Hillock) Of Birkur (M)

Sub Estimate

102.00

m)Construction of 180 KL BPT at Sevalal t 12 m stg Of Varni (M)

Sub Estimate

54.50

15)

a)Construction of 700 KL BPT at Akbar Nagar nearby Hillock (12m) Of Varni (M).

Sub Estimate

129.00

b)Construction of 40 KL 30 m stg BPT at Fakeerabad Of Navipet (M).

Sub Estimate

107.00

c)Construction of 90 KL 30 m stgBPT at Navipet Y Jn Of Navipet (M).

Sub Estimate

128.00

16Provision for C/o of Compound walls for Head Works and for all the Intermediate Pumping Stations and Structures

Sub Estimate

48.00

17Construction of Pump room(60 x 15m) at Peddareddipet Head Works of Pulkal (M).

Sub Estimate

115.00

18Construction of Pump room(45 x 10m) at Raipahad

Sub Estimate

62.00

19

Construction of Pump room(4 x 3m) at Sudddulam,Raitunagar,Jalalpur,Karpole,Mumbojipet,Bayanpally, Mustafur, Thadgur Small And Gulla Small.

9 6.00Sub

Estimate54.00

20Construction of Pump room(14 x 10m) at Krishnanagar T of Banswada (M).

Sub Estimate

25.00

Structures of Banswada Constituency

Structures of Bodhan Constituency

Sl.


Amount

(in Lakhs))

21Construction of watchmen Quaters and Operator Quaters at Peddaredipet of Pulkal (M).

Sub Estimate

14.00

22Construction of watchmen Quaters and Operator Quaters atThadmanur of Andhol (M).

Sub Estimate

14.00

23Construction of watchmen Quaters and Operator Quaters at Krishna Nagar T of Banswada (M).

Sub Estimate

14.00

24Provision for Land Scaping at Head works located near Nizamsagar

100.00

25Provision for road crossings, railway crossings and NH Crossings with trenchless technology and canal crossings

Sub Estimate

1745.00

Sub Total 115696.00

26 Provision for Construction of Central Monitaring Building, Division Level

LS 125.00

27 Provision for Land Aquisition (20 acres @ 6 120.0028 Provision for R&B Permissions 100.0029 Provision for NHAI Permissions & Forest

Permissions500.00

30 Provision for O&M for one year 1000.0031 Provision for VAT@5% 4000.0032 Provision for CED 3500.0033 Provision for Labourcess@1% 1156.9634 Provision for price variation of Steel and

Cement800.00

35 Provision for NAC 115.7036 Provision for laying of OFC cable for a length

of Pipe Line all along the pipelines at Rs.400000/- per KM

1680.00 400000 871.34

37 Provision for Providing Automated Operation systems( like SCADA) and providing Flow metres)

1000.00

38 Q.C 0.5% 578.0039 Ls for unforeseen items 437.00

Sub Total 14304.00

130000.00

Asst. Executive Engineer Dy. Executive Engineer TDWSP Banswada/ TDWSP Sub division Yellareddy Banswada/ Yellareddy

Executive Engineer Superintending Engineer TDWSP Division Circle, TDWSP Banswada Nirmal

Grand Total (In Lakhs)

20510.00 Lakhs

SL

NoQty Unit Rate per Amount Rs.

1

6 kg/cm2

63mm dia 6 kg/cm2 Pipes 52478 Rm 257.38 Rm 13506768.14







180mm dia 6 kg/cm2 Pipes 5549 Rm 1,168.87 Rm 6486034.322


225mm dia 6 kg/cm2 Pipes Rm 1,774.71 Rm



8 kg /cm2

63 mm dia 8 kg/cm2 Pipes 19459 Rm 290.49 Rm 5652731.689












10 kg/cm2









200 mm dia 10 kg/cm2 Pipes Rm 2038.90 Rm




12.5 kg/cm2

63 mm dia 12.5 kg/cm2 Pipes 8046 Rm 611.55 Rm 4920563.896



110 mm dia 12.5 kg/cm2 Pipes Rm 1848.24 Rm






TELANGANA DRINKING WATER SUPPLY PROJECT

Segment 13Detailed Sub Estimate for Gravity Mains - Banswada Segment

Description of Item

Construction of pipelines for water supply with HDPE pipes as per IS specifications, with its amendments and revisions thereon

including supplying of pipes,necessary specials such as bends, Tees, etc. lowering, laying and jointing of pipe lines true to

alignment and gradient, trench excavation for pipelines in all soils except rock requring blasting and refilling trenches with

excavated earth (other than rocky soils and boulders) with watering, tamping and removing surplus earth from site of work and

filling the pipeline with water and testing etc., complete as specified in Technical specifications (PartB - Volume I) and as per

drawing (Part C - Volume 1). The rates are inclusive of cost and conveyance of all materials and labour charges for finished item of

pipeline work, but excluding CED and other taxes.

Est. cost.Rs.

225 mm dia 12.5 kg/cm2 PipesRm

7733.36Rm



2

DI K7 Pipeline

100 mm dia DI K7 Pipes Rm 1375.38 Rm


200 mm dia DI K7 Pipes 1840 Rm 2476.72 Rm 4557157.639









750 mm dia DI K7 Pipes Rm Rm



DI K9 Pipeline















3

14 mm thick

1000 mm dia MS pipes 16011 Rm 30687.08 491330837.9

16 mm thick

1100 mm dia MS pipes 14100 Rm 37040.94 522277254

16 mm thick

1200 mm dia MS pipes 8400 Rm 40140.72 337182048

4

on HDPE

50 mm Airvalve on 63 mm 155 each 89866 Each 13929253.88




Construction of pipelines for water supply with MS as per IS:2062-1992 Seemless Pipe with Polyruthen Coating

inside and outside Cement Motor (1:3) lining with required thickness as per design including with all its

amendments and revisions thereon including , mechanical joints and as per Technical specifications as per

requirements, lowering, laying and jointing of pipes true to alignment and gradient, trench excavation of pipelines as

per standard (1.8x2.8M) in all soils except rock requiring blasting and refilling trenches with excavated earth (other

than rocky soils and boulders) with watering and tamping and removing surplus earth from site of work and filling

pipeline with water and testing etc., complete. The rates are inclusive of cost & conveyance of all materials, and

labour charges, but excluding CED and taxes for finished pipeline work.

Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade SG 400/12 or equivalent grade as per

I.S.3896-part2-1985 and subsequent revisions along with construction of Valve chamber

Construction of pipelines for water supply with Centrifugally Ductile Iron S/S pipes as per IS:12288 :1987 with its amendments

and revisions thereon including supply of pipes with rubber gaskets as per IS:8329-2000 including inside cement mortar lining and

outside zinc coating, mechanical joints as per IS:13382-1992 and jiffy joints and as per Technical specifications as per

requirements, lowering, laying and jointing of pipes true to alignment and gradient, trench excavation of pipelines as per standard

in all soils except rock requiring blasting and refilling trenches with excavated earth (other than rocky soils and boulders) with

watering and tamping and removing surplus earth from site of work and filling pipeline with water and testing etc., complete. The

rates are inclusive of cost & conveyance of all materials, and labour charges, but excluding CED and taxes for finished pipeline

work.









5

On DI

50 mm Airvalve on 100 mm 14 each 85755.55 Each 1200577.632



80 mm Airvalve on 250 mm each 104420.13 Each










6

On MS




7

on HDPE

80 mm Sluice valve on 63 mm 192 each 36300.90 Each 6969773.211












7




250 mm Sluice valve on 250 mm each 112923.34 Each










7 each

800 mm Sluice valve on 1000 mm 6 each 1098225.00 6589350

Fixing of Gate valves with DI Wafer Butterfly valves conforming to IS 13095-

1991. With hand lever below 150 mm, with Worm gear for 200 mm and above

along with construction of valve chamber













8

on HDPE

80 mm dia 63-125mm dia line 54 each 41210.69 Each 2225377.092

100 mm dia >125-180mm dia line 4 each 54171.99 Each 216687.9701



200 mm dia >350-400mm dia line each 103216.94 Each


on DI








on MS

80 mm dia 63-125mm dia line each 41210.69 Each







700 mm dia 1100-1600mm dia line 4 each 2274982.00 9099928

9 1890 M3 443.92 M3 839008.8

10 154870.1876

196.9270997

11 8.17

205.10

cr

Asst. Executive Engineer Dy. Executive Engineer

TDWSP Banswada / TDWSP Sub division

Yellareddy Banswada/ Yellareddy

Executive Engineer Superintending Engineer

TDWSP Division TDWSP Circle

Banswada Nirmal

Earth work excavation in hard rock size more than 3.0cum in size

which required blasting including cost and converyance of all

material and labour charges etc., including stacking of the hard

rock after blasting as per the department direction and APDSS

etc., complete for finished item of work

LS for unforceen items

Total Rs.

Fixing of Scou valves usin DI Wafer Butterfly valves conforming to IS 13095-


along with construction of valve chambers

Sub Total

Provision for Anchor blocks, Thrust Blocks on Line at required places and road crossings etc., @ 5 %

Est. cost.Rs. 11999.51 lakhsSL


1

6 kg/cm2

63mm dia 6 kg/cm2 Pipes 8643 Rm 257.38 Rm 22,24,516







180mm dia 6 kg/cm2 Pipes 6493 Rm 1,168.87 Rm 75,89,443





8 kg /cm2

63 mm dia 8 kg/cm2 Pipes 9631 Rm 290.49 Rm 27,97,717












10 kg/cm2













TELANGANA DRINKING WATER SUPPLY PROJECT

Segment 13

Detailed and Abstract Estimate of Gravity Mains - BODHAN SEGMENT

Description of Item

Construction of pipelines for water supply with HDPE pipes as per IS specifications, with its amendments

and revisions thereon including supplying of pipes,necessary specials such as bends, Tees, etc. lowering,

laying and jointing of pipe lines true to alignment and gradient, trench excavation for pipelines in all soils

except rock requring blasting and refilling trenches with excavated earth (other than rocky soils and

boulders) with watering, tamping and removing surplus earth from site of work and filling the pipeline

with water and testing etc., complete as specified in Technical specifications (PartB - Volume I) and as per

drawing (Part C - Volume 1). The rates are inclusive of cost and conveyance of all materials and labour

charges for finished item of pipeline work, but excluding CED and other taxes.

SL

NoQty Unit Rate per Amount Rs.Description of Item

2

DI K7 Pipe Line





300 mm dia DI K7 Pipes 11133 Rm 4200.39 Rm 467,62,901








900 mm dia DI K7 Pipes

DI K9 Pipe Line














3

1000 mm dia PCCP 14 KG / CM2 2804 Rm 20076.28 562,93,889

1000 mm dia PCCP 14 KG / CM2 11560 Rm 20076.28 2320,81,797

4

on HDPE

Construction of pipelines for water supply with PCCP as per IS:2062-1992 Seemless Pipe with

Polyruthen Coating inside and outside Cement Motor (1:3) lining with required thickness as

per design including with all its amendments and revisions thereon including , mechanical

joints and as per Technical specifications as per requirements, lowering, laying and jointing of

pipes true to alignment and gradient, trench excavation of pipelines as per standard (1.8x2.8M)

in all soils except rock requiring blasting and refilling trenches with excavated earth (other than

rocky soils and boulders) with watering and tamping and removing surplus earth from site of

work and filling pipeline with water and testing etc., complete. The rates are inclusive of cost &

conveyance of all materials, and labour charges, but excluding CED and taxes for finished

pipeline work.

Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade SG 400/12 or

equivalent grade as per I.S.3896-part2-1985 and subsequent revisions along with construction

of Valve chamber

Construction of pipelines for water supply with Centrifugally Ductile Iron S/S pipes as per IS:12288 :1987

with its amendments and revisions thereon including supply of pipes with rubber gaskets as per IS:8329-

2000 including inside cement mortar lining and outside zinc coating, mechanical joints as per IS:13382-

1992 and jiffy joints and as per Technical specifications as per requirements, lowering, laying and jointing

of pipes true to alignment and gradient, trench excavation of pipelines as per standard in all soils except

rock requiring blasting and refilling trenches with excavated earth (other than rocky soils and boulders)

with watering and tamping and removing surplus earth from site of work and filling pipeline with water and

testing etc., complete. The rates are inclusive of cost & conveyance of all materials, and labour charges,

but excluding CED and taxes for finished pipeline work.

SL


50 mm Airvalve on 63 mm 42 each 89866.15 Each 37,74,37850 mm Airvalve on 75 mm 34 each 89916.14 Each 30,57,14950 mm Airvalve on 90 mm 53 each 90000.22 Each 47,70,01250 mm Airvalve on 110 mm 52 each 92348.07 Each 48,02,10050 mm Airvalve on 125 mm 55 each 95146.47 Each 52,33,05650 mm Airvalve on 140 mm 40 each 98261.34 Each 39,30,45450 mm Airvalve on 160 mm 55 each 98638.55 Each 54,25,12050 mm Airvalve on 180 mm 38 each 99192.99 Each 37,69,33450 mm Airvalve on 200 mm 29 each 106190.45 Each 30,79,52350 mm Airvalve on 225 mm 29 each 106547.20 Each 30,89,86980 mm Airvalve on 250 mm 57 each 130858.12 Each 74,58,91380 mm Airvalve on 280 mm each 131542.08 Each

5

On DI

50 mm Airvalve on 100 mm 4 each 85755.55 Each 3,43,02250 mm Airvalve on 150 mm 12 each 86666.21 Each 10,39,99550 mm Airvalve on 200 mm each 87866.35 Each80 mm Airvalve on 250 mm 3 each 104420.13 Each 3,13,26080 mm Airvalve on 300 mm 30 each 106040.03 Each 31,81,201100 mm Airvalve on 350 mm 17 each 119984.65 Each 20,39,739100 mm Airvalve on 400 mm 11 each 121568.22 Each 13,37,250100 mm Airvalve on 450 mm 22 each 123834.91 Each 27,24,368150 mm Airvalve on 500 mm each 153846.22 Each150 mm Airvalve on 600 mm 22 each 162232.28 Each 35,69,110150 mm Airvalve on 700 mm 4 each 169737.83 Each 6,78,951200 mm Airvalve on 800 mm each 206385.75 Each200 mm Airvalve on 900 mm each 217188.53 Each

6

On PCCP

150 mm Airvalve on 1000 mm 30 each 133739.31 Each 40,12,179

7

on HDPE

80 mm Sluice valve on 63 mm 45 each 36300.90 Each 16,33,54180 mm Sluice valve on 75 mm 25 each 36350.89 Each 9,08,77280 mm Sluice valve on 90 mm 25 each 36434.97 Each 9,10,874

100 mm Sluice valve on 110 mm 28 each 48358.51 Each 13,54,038125 mm Sluice valve on 125 mm 19 each 50125.80 Each 9,52,390150 mm Sluice valve on 140 mm 14 each 64602.39 Each 9,04,434150 mm Sluice valve on 160 mm 12 each 64979.60 Each 7,79,755150 mm Sluice valve on 180 mm 12 each 65534.04 Each 7,86,408200 mm Sluice valve on 200 mm 10 each 90954.35 Each 9,09,544200 mm Sluice valve on 225 mm 7 each 91311.10 Each 6,39,178250 mm Sluice valve on 250 mm 17 each 124655.69 Each 21,19,147250 mm Sluice valve on 280 mm each Each

8

On DI Pipe Line

100 mm Sluice valve on 100 mm 1 each 45489.97 Each 45,490

150 mm Sluice valve on 150 mm 2 each 59650.82 Each 1,19,302




of Valve chamber



of Valve chamber

Fixing of Gate valves with DI Wafer Butterfly valves

conforming to IS 13095-1991. With hand lever below 150

mm, with Worm gear for 200 mm and above along with

construction of valve chamber

Fixing of Gate valves with DI Wafer Butterfly valves conforming to IS 13095-1991. With

hand lever below 150 mm, with Worm gear for 200 mm and above along with


SL












9

On PCCP Pipes


10

on HDPE

80 mm dia 63-125mm dia line 23 each 41210.69 Each 9,47,846

100 mm dia >125-180mm dia line 34 each 54171.99 Each 18,41,848


150 mm dia>225-350mm dia

line19 each 74315.39 Each 14,11,992


lineeach 103216.94 Each


lineeach 194678.09 Each

on DI

80 mm dia 63-125mm dia line 1 each 41210.69 Each 41,211




line4 each 74315.39 Each 2,97,262


line4 each 103216.94 Each 4,12,868


line11 each 194678.09 Each 21,41,459

500 mm dia600-1000mm dia

line2 each 730299.22 Each 14,60,598

On PCCP

80 mm dia 63-125mm dia line each Each

100 mm dia >125-180mm dia line each Each

125 mm dia >180-225mm dia line each Each





Fixing of Scou valves usin DI Wafer Butterfly valves



construction of valve chambers

SL



lineeach Each


lineeach Each


lineeach Each

500 mm dia600-1000mm dia

line8 each 730299.22 Each 58,42,394

11

1400 M3 443.92 6,21,488

12 1,19,600

114

13 6

120.00






Banswada Nirmal

Sub Total

Provision for Anchor blocks, Thrust Blocks on Line at required places and Road Crossing and

Canal Crossings ectc., @ 5 %

Earth work excavation in Hard Rock of Boulders size more

than 3.0cum requires blsting including cost and converyance

of all charges etc., complete for finished item of work

L.S Unforceen Items



1

6 kg/cm2

63mm dia 6 kg/cm2 Pipes 35270.4 Rm 257.38 Rm 90,77,816







180mm dia 6 kg/cm2 Pipes 21865.398Rm 1,168.87 Rm 255,57,708

200mm dia 6 kg/cm2 Pipes 5834.03 Rm 1,402.90 Rm 81,84,566



8 kg /cm2

63 mm dia 8 kg/cm2 Pipes 40243.946 Rm 290.49 Rm 116,90,497












12.5 kg/cm2

63 mm dia 12.5 kg/cm2 Pipes 11722.252 Rm 379.55 Rm 44,49,181



400138.927

2

DI K7 Pipeline

300 mm dia DI K7 Pipes 15577.778 Rm 4200.39 Rm 654,32,686



DI K9 Pipeline


TELANGANA DRINKING WATER SUPPLY PROJECTSegment 13

Detailed and Abstract Estimate of Gravity Mains - JUKKAL

Description of Item

Construction of pipelines for water supply with HDPE pipes as per IS specifications, with its amendments and revisions

thereon including supplying of pipes,necessary specials such as bends, Tees, etc. lowering, laying and jointing of pipe

lines true to alignment and gradient, trench excavation for pipelines in all soils except rock requring blasting and

refilling trenches with excavated earth (other than rocky soils and boulders) with watering, tamping and removing

surplus earth from site of work and filling the pipeline with water and testing etc., complete as specified in Technical

specifications (PartB - Volume I) and as per drawing (Part C - Volume 1). The rates are inclusive of cost and

conveyance of all materials and labour charges for finished item of pipeline work, but excluding CED and other taxes.

Construction of pipelines for water supply with Centrifugally Ductile Iron S/S pipes as per IS:12288 :1987 with its

amendments and revisions thereon including supply of pipes with rubber gaskets as per IS:8329-2000 including inside

cement mortar lining and outside zinc coating, mechanical joints as per IS:13382-1992 and jiffy joints and as per

Technical specifications as per requirements, lowering, laying and jointing of pipes true to alignment and gradient,

trench excavation of pipelines as per standard in all soils except rock requiring blasting and refilling trenches with

excavated earth (other than rocky soils and boulders) with watering and tamping and removing surplus earth from site of

work and filling pipeline with water and testing etc., complete. The rates are inclusive of cost & conveyance of all

materials, and labour charges, but excluding CED and taxes for finished pipeline work.





Description of Item











202067.437

4

on HDPE50 mm Airvalve on 63 mm 181 each 89866.15 Each 162,65,77450 mm Airvalve on 75 mm 79 each 89916.14 Each 71,03,37550 mm Airvalve on 90 mm 126 each 90000.22 Each 113,40,02850 mm Airvalve on 110 mm 106 each 92348.07 Each 97,88,89550 mm Airvalve on 125 mm 72 each 95146.47 Each 68,50,54650 mm Airvalve on 140 mm 28 each 98261.34 Each 27,51,31850 mm Airvalve on 160 mm 64 each 98638.55 Each 63,12,86750 mm Airvalve on 180 mm 83 each 99192.99 Each 82,33,01850 mm Airvalve on 200 mm 44 each 106190.45 Each 46,72,38050 mm Airvalve on 225 mm 28 each 106547.20 Each 29,83,32280 mm Airvalve on 250 mm 44 each 130858.12 Each 57,57,75780 mm Airvalve on 280 mm 5 each 131542.08 Each 6,57,710

5

On DI

40 mm Airvalve on 100 mm43

each 85755.55 Each 36,87,488

50 mm Airvalve on 150 mm 39 each 86666.21 Each 33,79,98250 mm Airvalve on 200 mm 60 each 87866.35 Each 52,71,98180 mm Airvalve on 250 mm 19 each 104420.13 Each 19,83,982

80 mm Airvalve on 300 mm76

each 106040.03 Each 80,59,042

100 mm Airvalve on 350 mm 92 each 119984.65 Each 110,38,588100 mm Airvalve on 400 mm 16 each 121568.22 Each 19,45,092100 mm Airvalve on 500 mm 13 each 153846.22 Each 20,00,001150 mm Airvalve on 600 mm 18 each 162232.28 Each 29,20,181150 mm Airvalve on 700 mm 15 each 169737.83 Each 25,46,067150 mm Airvalve on 800 mm 37 each 206385.75 Each 76,36,273

6on HDPE






Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade SG 400/12 or equivalent grade

as per I.S.3896-part2-1985 and subsequent revisions along with construction of Valve chamber

Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade SG 400/12 or equivalent grade

as per I.S.3896-part2-1985 and subsequent revisions along with construction of Valve chamber

Fixing of Gate valves with DI Wafer Butterfly valves conforming to IS 13095-1991. With hand lever below 150 mm,





Description of Item








7on DI

100 mm Sluice valve on 100 mm 9 each 45489.97 Each 4,09,410150 mm Sluice valve on 150 mm 12 each 59650.82 Each 7,15,810200 mm Sluice valve on 200 mm 16 each 82589.42 Each 13,21,431250 mm Sluice valve on 250 mm 4 each 112923.34 Each 4,51,693

300 mm Sluice valve on 300 mm16

each 155814.97 Each 24,93,040

350 mm Sluice valve on 350 mm 19 each 374765.07 Each 71,20,536400 mm Sluice valve on 400 mm 3 each 403360.47 Each 12,10,081450 mm Sluice valve on 500 mm 4 each 617395.16 Each 24,69,581500 mm Sluice valve on 600 mm 5 each 670300.29 Each 33,51,501600 mm Sluice valve on 700 mm 4 each 886154.72 Each 35,44,619700 mm Sluice valve on 800 mm 10 each 969591.01 Each 96,95,910

8on HDPE





on DI80 mm dia 63-125mm dia line 15 each 41210.69 Each 6,18,160







8 2000 M3 443.92 M3 8,87,840

9 2252,02,329

230.08

10 1.19231.27

cr






Banswada Nirmal

Provision for Anchor blocks, Thrust Blocks on Line at required places, Valves & Specials @ 5 %

Earth work excavation in Hard Rock which require Blasting of

Builders up to 3.00Cum including cost of all blasting materials and

all labour charges etc., complete for finished item of work

Fixing of Gate valves with DI Wafer Butterfly valves conforming to IS 13095-1991. With hand lever below 150 mm,

Fixing of Scou valves usin DI Wafer Butterfly valves conforming to IS 13095-1991. With hand lever below 150 mm,

L.S Unforceen Items

8000.00 LakhsSL


1

6 kg/cm2













8 kg /cm2













10 kg/cm2














Detailed Sub Estimate for Gravity Mains of Yellareddy Segment

Description of Item

Construction of pipelines for water supply with HDPE pipes as per IS specifications, with its amendments

and revisions thereon including supplying of pipes,necessary specials such as bends, Tees, etc. lowering,

laying and jointing of pipe lines true to alignment and gradient, trench excavation for pipelines in all soils

except rock requring blasting and refilling trenches with excavated earth (other than rocky soils and

boulders) with watering, tamping and removing surplus earth from site of work and filling the pipeline with

water and testing etc., complete as specified in Technical specifications (PartB - Volume I) and as per

drawing (Part C - Volume 1). The rates are inclusive of cost and conveyance of all materials and labour

charges for finished item of pipeline work, but excluding CED and other taxes.

Est. cost.Rs.

SL


2

DI K7 Pipeline












750 mm dia DI K7 Pipes Rm Rm



DI K9 Pipeline















3

on HDPE50 mm Airvalve on 63 mm 140 each 89866.15 Each 125,81,26250 mm Airvalve on 75 mm 31 each 89916.14 Each 27,87,40050 mm Airvalve on 90 mm 32 each 90000.22 Each 28,80,00750 mm Airvalve on 110 mm 48 each 92348.07 Each 44,32,70750 mm Airvalve on 125 mm 23 each 95146.47 Each 21,88,36950 mm Airvalve on 140 mm 19 each 98261.34 Each 18,66,96650 mm Airvalve on 160 mm 27 each 98638.55 Each 26,63,24150 mm Airvalve on 180 mm 42 each 99192.99 Each 41,66,10550 mm Airvalve on 200 mm 34 each 106190.45 Each 36,10,47550 mm Airvalve on 225 mm 10 each 106547.20 Each 10,65,47280 mm Airvalve on 250 mm 20 each 130858.12 Each 26,17,16280 mm Airvalve on 280 mm 19 each 131542.08 Each 24,99,300

Construction of pipelines for water supply with Centrifugally Ductile Iron S/S pipes as per IS:12288 :1987

with its amendments and revisions thereon including supply of pipes with rubber gaskets as per IS:8329-2000

including inside cement mortar lining and outside zinc coating, mechanical joints as per IS:13382-1992 and

jiffy joints and as per Technical specifications as per requirements, lowering, laying and jointing of pipes true

to alignment and gradient, trench excavation of pipelines as per standard in all soils except rock requiring

blasting and refilling trenches with excavated earth (other than rocky soils and boulders) with watering and

tamping and removing surplus earth from site of work and filling pipeline with water and testing etc.,

complete. The rates are inclusive of cost & conveyance of all materials, and labour charges, but excluding

CED and taxes for finished pipeline work.

Single Chamber DI Air Valve pn 1.6 with Body and cover in Ductile Iron of grade SG 400/12 or

equivalent grade as per I.S.3896-part2-1985 and subsequent revisions along with construction of

Valve chamber

SL


4

On DI50 mm Airvalve on 100 mm 52 each 85755.55 Each 44,59,28850 mm Airvalve on 150 mm 19 each 86666.21 Each 16,46,65850 mm Airvalve on 200 mm 34 each 87866.35 Each 29,87,45680 mm Airvalve on 250 mm each 104420.13 Each80 mm Airvalve on 300 mm 17 each 106040.03 Each 18,02,680100 mm Airvalve on 350 mm 48 each 119984.65 Each 57,59,263100 mm Airvalve on 400 mm each 121568.22 Each100 mm Airvalve on 450 mm 4 each 123834.91 Each 4,95,340150 mm Airvalve on 500 mm 18 each 153846.22 Each 27,69,232150 mm Airvalve on 600 mm 7 each 162232.28 Each 11,35,626150 mm Airvalve on 700 mm each Each200 mm Airvalve on 800 mm each Each200 mm Airvalve on 900 mm each Each

5

on HDPE80 mm Sluice valve on 63 mm 149 each 36300.90 Each 54,08,83480 mm Sluice valve on 75 mm 24 each 36350.89 Each 8,72,42180 mm Sluice valve on 90 mm 22 each 36434.97 Each 8,01,569100 mm Sluice valve on 110 mm 25 each 48358.51 Each 12,08,963125 mm Sluice valve on 125 mm 12 each 50125.80 Each 6,01,510150 mm Sluice valve on 140 mm 12 each 64602.39 Each 7,75,229150 mm Sluice valve on 160 mm 16 each 64979.60 Each 10,39,674150 mm Sluice valve on 180 mm 19 each 65534.04 Each 12,45,147200 mm Sluice valve on 200 mm 15 each 90954.35 Each 13,64,315200 mm Sluice valve on 225 mm 7 each 91311.10 Each 6,39,178250 mm Sluice valve on 250 mm 8 each 124655.69 Each 9,97,246250 mm Sluice valve on 280 mm 10 each 125339.66 Each 12,53,397

6

100 mm Sluice valve on 100 mm 33 each 45489.97 Each 15,01,169150 mm Sluice valve on 150 mm 3 each 59650.82 Each 1,78,952200 mm Sluice valve on 200 mm 3 each 82589.42 Each 2,47,768250 mm Sluice valve on 250 mm each 112923.34 Each300 mm Sluice valve on 300 mm 9 each 155814.97 Each 14,02,335350 mm Sluice valve on 350 mm 20 each 374765.07 Each 74,95,301400 mm Sluice valve on 400 mm each 403360.47 Each450 mm Sluice valve on 450 mm 3 each 617395.16 Each 18,52,185500 mm Sluice valve on 500 mm 4 each 670300.29 Each 26,81,201600 mm Sluice valve on 600 mm 3 each 886154.72 Each 26,58,464700 mm Sluice valve on 700 mm each 969591.01 Each800 mm Sluice valve on 800 mm each 1095515.40 Each900 mm Sluice valve on 900 mm each 1131054.83 Each


conforming to IS 13095-1991. With hand lever below

150 mm, with Worm gear for 200 mm and above along

with construction of valve chamber




with construction of valve chamber


equivalent grade as per I.S.3896-part2-1985 and subsequent revisions along with construction of

Valve chamber

SL


7

on HDPE80 mm dia 63-125mm dia

line

69 each 41210.69 Each 28,43,537

100 mm dia >125-180mm dia

line

23 each 54171.99 Each 12,45,956


line

12 each 74315.39 Each 8,91,785


line

15 each 74315.39 Each 11,14,731


line

20 each 103216.94 Each 20,64,339


line

each 194678.09 Each

on DI80 mm dia 63-125mm dia

line

20 each 41210.69 Each 8,24,214


line

15 each 54171.99 Each 8,12,580


line

each 74315.39 Each


line

17 each 74315.39 Each 12,63,362


line

13 each 103216.94 Each 13,41,820


line

7 each 194678.09 Each 13,62,747

500 mm dia 600-1000mm dia

line

each 730299.22 Each

8 2000 M3 443.92 M3 8,87,840.00

9 L.S Unforceen Items 1,21,257.33

72.19

10 7.81

80.00






Banswada Nirmal

Provision for Anchor blocks, Thrust Blocks on Line at

required places, Valves & Specials @ 10 %

Earth work excavation in Hard Rock which require

Blasting of Builders up to 3.00Cum including cost of all

blasting materials and all labour charges etc., complete

for finished item of work

Total Rs

Fixing of Scou valves usin DI Wafer Butterfly valves



with construction of valve chambers

Sub Total

Est. Cost Rs. 33.00 Cr.

SL No Qty Unit Rate per Amount Rs.

1

MS Pipe LINE From Intake well to Aerator

1300 mm dia MS pipe 12 mm thick 500 Rm 34890.76 Rm 17445378.74From Clear Water sump at Head works to OHBR at Rai Pahad

1300 mm dia MS Pipe 14 mm thick 6000 Rm 39041.11 Rm 234246680.62

2

ON MS Pipe

200MM Air Valve 1300 mm dia MS pipe 14 each 158905.76 Rm 2224680.62

3

ON MS Pipe

900MM Sluice

Valve

1300 mm dia MS pipe 4 each 1407652.00 Rm 5630608.00

4

ON MS Pipe

700MM Scour

Valve

1300 mm dia MS pipe 4 each 2274982.00 Rm 9099928.00

5 LS 30000000.00

6 2400 M3 443.92 M

3 1065408.00

7 25169205.94

8 5118110.09

33.00 Cr.




Executive Engineer Superintending EngineerTDWSP Division TDWSP CircleBanswada Nirmal

Provision for Anchor blocks, Thrust Blocks on Line at required places, Valves & Specials @ 2 %

LS for Unforseen Items

Total. Amount in Lakhs

TELANGANA DRIKINING WATER SUPPLY PROJECT

S/D and errection of Surge Equipment including cost and conveyance of all materials and labour

charges etc., complete for finished item of work

E/W excavation in Hard Rock of size more than 3.00 cum in size including cost and converyance

of all materials and labour charges etc., complete for finished item of work

Fixing of Scou valves usin DI Wafer Butterfly valves conforming to IS 13095-1991. With hand

lever below 150 mm, with Worm gear for 200 mm and above along with construction of valve

chambers

Fixing of Gate valves with DI Wafer Butterfly valves conforming to IS 13095-1991. With hand

lever below 150 mm, with Worm gear for 200 mm and above along with construction of valve

Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade SG 400/12 or equivalent

grade as per I.S.3896-part2-1985 and subsequent revisions along with construction of Valve

DETAILED SUB-ESTIMATE FOR PUMPING MAIN OF SEGMENT - 13 OF NIZAMABAD DISTRICT

Description of Item

Construction of pipelines for water supply with MS as per IS:2062-1992 Seemless Pipe with Polyruthen Coating inside and outside

Cement Motor (1:3) lining with required thickness as per design including with all its amendments and revisions thereon including

, mechanical joints and as per Technical specifications as per requirements, lowering, laying and jointing of pipes true to alignment

and gradient, trench excavation of pipelines as per standard (1.8x2.8M) in all soils except rock requiring blasting and refilling

trenches with excavated earth (other than rocky soils and boulders) with watering and tamping and removing surplus earth from

site of work and filling pipeline with water and testing etc., complete. The rates are inclusive of cost & conveyance of all materials,

and labour charges, but excluding CED and taxes for finished pipeline work.

34,550

SL No Qty Unit Rate per Amount Rs.

S&D of MS pipes

1

PCCP Pipe Line From Rai Pahad to Aredu X road

From Ch. 0.00M to 2400.00M

PCCP Pipe Line 1500MM Dia 10 KG/CM2 2100 Rm 34680.48 72829008.00

From Ch.2400.00M to 3900.00M

PCCP Pipe Line 1500MM Dia 12KG/CM2 1500 Rm 36275.35 54413025.00

From Ch.3900.00M to 7140.00M


From Ch.7140.00M to 10500.00M


From Ch.10500.00M to 26100.00


From Ch.26100.00 to 33300.00 0.00


MS Pipe Line From Ch. 33300.00 to 37140.00

MS 14 MM Thick 1500MM Dia 3840 44823.96 172124006.00

From Ch.37140.00 to 58856.00

MS 14 MM Thick 1500MM Dia 21716 44823.96 973397115.00

From Aredu X Road to Narsinga Rao pally Jn

MS 14MM Thick & 1200MM Dia 7076 Rm 36277.81 Rm 256701792.00

From Narsinga Rao Pally Jn to Boggu Gudise Thanda jn


Boggu Gudise Thanda Jn to BPT near Santosh Nagar


2150MM Air

Valve1000 mm dia MS/PCCP Pipe

29each 120786.07 Rm 3502796.00

150MM Air


35each 120786.07 Rm 4227512.00

200MM Air


106each 158905.76 Rm 16844010.00

3800 MM Sluice

Valve1000 mm dia MS/PCCP Pipe 2 each 1098225.00 Rm 2196450.00

900 MM Sluice

Valve1200 mm dia MS/PCCP Pipe 3 each 1405150.00 Rm 4215450.00

1000 MM

Sluice Valve1500 mm dia MS/PCCP Pipe 2 each 1675621.00 Rm 3351242.00

TELANGANA DRINKING WATER PROJECT

Est. Cost in Lakhs

DETAILED SUB-ESTIMATE FOR GRAVITY MAIN OF SEGMENT-13 OF NIZAMABAD DISTRICT

Description of Item

Construction of pipelines for water supply with MS as per IS:2062-1992 Seemless Pipe with Polyruthen Coating

inside and outside Cement Motor (1:3) lining with required thickness as per design including with all its

amendments and revisions thereon including , mechanical joints and as per Technical specifications as per

requirements, lowering, laying and jointing of pipes true to alignment and gradient, trench excavation of

pipelines as per standard (1.8x2.8M) in all soils except rock requiring blasting and refilling trenches with

excavated earth (other than rocky soils and boulders) with watering and tamping and removing surplus earth

from site of work and filling pipeline with water and testing etc., complete. The rates are inclusive of cost &

conveyance of all materials, and labour charges, but excluding CED and taxes for finished pipeline work.



Fixing of Gate valves with DI Wafer Butterfly valves conforming to IS

13095-1991. With hand lever below 150 mm, with Worm gear for 200

mm and above along with construction of valve chamber

4500 MM Scour


6 each 730299.22 Rm4381795.00

700 MM Scour


8 each 2274982.00 Rm18199856.00

700 MM Scour


25 each 2274982.00 Rm56874550.00

5

3000 M3 443.92 M3

1331760.00

39294217

34,550

Asst. Executive Engineer Dy. Executive Engineer TDWSP Banswada TDWSP Sub division Yellareddy Banswada/ Yellareddy

Executive Engineer Superintending Engineer TDWSP Division Circle, TDWSP

Banswada Nirmal

Fixing of Scou valves usin DI Wafer Butterfly valves conforming to IS

13095-1991. With hand lever below 150 mm, with Worm gear for 200

mm and above along with construction of valve chambers

E/W Excavation in Hard Rock of size more than 3.0 cum in size which

requires blasting with initial lead and lift inluding cost and conveyance of

all materials and labour charges etc., complete for finished item of work

Total. Amount Rs

Provision for Anchor blocks, Thrust Blocks on Line at required places, Valves &

Specials @ 2 %

The components of the filtration plant are as per SSR 2015-16

Capacity: 145.00

Description Amount

Basic Rate Rs.2.5 per litre *145000000 362500000

Increase/Decrese for cement

Basic Rate*(RC-6300)*0.00007 -2537500

Increase/Decrese for Steel

Basic Rate*(Rs-40000)*0.00002 0

(With 10% Rural area allowence) 36250000

Sub Total 396212500

Add Contractor's Profit 53944332

450156832

Unforeseen items 45043168

Total � 4952,00,000

Asst executive Engineer Deputy Executive Enginer

Rws&sBanswada/ Yellareddy RWS&S Banswada/

Yellareddy

Executive Enginer Superintending Engineer

RWS&S Banswada RWS&S Circle Nirmal

TELANGANA DRINKING WATER SUPPLY PROJECT - SEGMENT 13

Construction of Rapid Gravity Filteration plant including civil, mechanical and

electrical trial running etc. complete-M30 Grade concrete).

RAPID SAND FILTER AT PEDDAREDDYPET

Wind Velocity 158.4 KMPH Velocity 44 Pressure 116.16

Construction of 10000 Lts capacity OHSR with 12.00 Mts staging

Est.Cost Rs 1000000

A) Basic cost 10000 X 60.35 : Rs 603500

B) (With 10% Rural area allowence) 0

C) Add for increse in price of cement

6200 6300 0.7 603500 : Rs -4225

( 100 X 100)

D) Add for increase/ Decrease in price of Steel

J) Railling with Stainless Steel of grade 304 in two rows around OHSR fixed in RCC (1:2:4) of post ofsize 100x75x75mm with 1.5m m itervals around the pheriphary on top of OHSR

Construction of 10000 Lts Capacity OHSR with 12 m staging with raft foundation

plastering with CM(1:3) 2 coats of Weather proof emulsion painting for external surfaces, and 3 coats

of epoxy paint to inner surface of the reservoir including roof dome, lettering as per Dept Direction,

S/Fof the CI D/F Pipes verticals, vlaves, Execution as per Design and drawigns supplied by the Dept.,

including the cost and conveyance of the all materials , Bends , Specials Etc complete including the

following.- M30 Grade Concreteb)D.I man hole covers with frame of size 0.60 X 0.60 mts -2 Nos (light duty)

c) DI Swan Neck ventilators shall be provided in Top dome/slab with flyproof mesh

d)RCC Phinial with copper or Stainless stell flyproof mesh

e)RCC or Aluminium ladder inside of 0.60 mts width

CONSTRUCTION OF 10,000 Liters Capacity OHBR Stg:12 Mt at Boppaspally

f)RCC spiral stair case with handrailing upto 200kl

for above 200kl capacity Doglegged staircase with flight width of 1mt and landing of 1.2mts and SS Handrailing upto 1mt g)Waterlevel indicator of good quality with ebonite/copper float approved pattern - 1 No.

h)Lightening arrestor of approved pattern 1 No complete including conductor earthing


40000 40000 2.0 603500 : Rs 0

( 1000 X 100)

E) Add for staging above 10Mts by .10 paise per Lts. : Rs 0

F) Add or deduct for Wind Pressure

116.16 250 5 603500 : Rs -40386

( 100 X 100)

G) Cost of DI Specials : Rs 212175

H) Cost of D.I valves 2 Nos : Rs

17 Valve Chambers Inlet 100 mm dia 1 18694 18694.00

Valve Chambers Outlet 100 mm dia 1 18694 18694.00

Valve Chambers Scour 100 mm dia 1 18694 18694.00

I) Cost of valve chambers 2 Nos : Rs 0

Total 827146

J) Add Contractor's Profit 13.615% 104980

K) Provision for unforceen items : Rs 67874

Total cost � 10,00,000




Superintending Engineer

TDWSP Circle

Nirmal

Executive Engineer

TDWSP Division

Banswada



Est.Cost Rs 1000000

A) Basic cost 10000 X 60.35 : Rs 603500



6200 6300 0.7 603500 : Rs -4225

( 100 X 100)





J) Railling with Stainless Steel of grade 304 in two rows around OHSR fixed in RCC (1:2:4) ofpost of size 100x75x75mm with 1.5m m itervals around the pheriphary on top of OHSR


plastering with CM(1:3) 2 coats of Weather proof emulsion painting for external surfaces, and

3 coats of epoxy paint to inner surface of the reservoir including roof dome, lettering as per

Dept Direction, S/Fof the CI D/F Pipes verticals, vlaves, Execution as per Design and

drawigns supplied by the Dept., including the cost and conveyance of the all materials ,

Bends , Specials Etc complete including the following.- M30 Grade Concrete

CONSTRUCTION OF 10,000 Liters Capacity OHBR Stg:12 Mt at Suddulam

b)D.I man hole covers with frame of size 0.60 X 0.60 mts -2 Nos (light duty)





40000 40000 2.0 603500 : Rs 0

( 1000 X 100)



116.16 250 5 603500 : Rs -40386

( 100 X 100)







Total 827146




Rate per lt � 93.21





TDWSP Circle

Nirmal

Executive Engineer

TDWSP Division

Banswada

Est.Cost Rs. 84.00 Lacks

S.No Description No's L B D Quantity Rate Per Amount

1 2 3 4 5 6 7 8 9 101)

0-3 m Depth 1xπ/4 13.10 13.10 3.00 404.35 Cum 128.20 51838.00

2)

1xπ/4 14.40 14.40 0.30 48.83 Cum 4511.29 220301.00

3)

1xπ/4 14.00 14.00 1.20 184.63 Cum 8951.13 1652665.00

4)

Sub Estimate for Construction of 20 KL OHBR Shaft Type 20 Mtrs Staging at BIRKUR X RD

SUB-ESTIMATE

Earth work excavation in ordinary Gravelly soils except in hard rock whichrequires blasting with initial lead and lift including cost and conveyance ofall materials and labour charges etc., complete for finished item of work asper SS of APDSS for foundation

PCC(1:4:8) prop using 40mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curing

charges etc., complete for finished item of work as per SS of APDSS for

Raft Levelling Course

VRCC(M30) using 20mm HBG Metal including cost and conveyance of allmaterials and labour charges and strutting , centring and curing charges

etc., complete for finished item of work as per SS of APDSS for Raft Slab

VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curing


Raft ring beam excluding cost of steel

1xπ 2.70 0.35 1.20 3.56 Cum 10731.39 38204.00

5)

for Raft Ring Beam Portion 0.785 2.40 2.40 1.80 8.14 Cum

8.14 Cum 1560.60 12702.00

6)

0.785 11.8 11.8 1.8 109.30 Cum 183.15 20019.007)

Below G.L 1xπ 2.70 0.30 3.00 7.63 Cum 12647.91 96504.00

0 - 3 Mts

Shaft Side Wall 1xπ 2.70 0.30 3.00 7.63 Cum

Deduct Oppening 1x1 1.20 0.30 2.10 -0.76 Cum

6.87 Cum 17753.01 122034.00

Landing Slab 1x1 3.14 1.20 0.20 0.75 9046.48 6817.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8099.02 4373.00

Risers 1x20 1.20 0.15 0.075 0.27 8099.02 2187.00

3 - 6 Mts Shaft Side Wall 1xπ 2.70 0.30 3.00 7.63 17905.26 136617.00

Landing Slab 1x1 3.14 1.20 0.20 0.75 9198.73 6932.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8251.26 4456.00

Risers 1x20 1.20 0.15 0.075 0.27 8251.26 2228.00



Filling the foundation the with sand including cost and conveyance of allmaterials and labour charges etc., complete for relling of foundation

Filling the foundation the with excavated earth including cost andconveyance of all materials and labour charges etc., complete for relling offoundation

VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and shuttering , centring and curingcharges etc., complete for finished item of work as per SS of APDSS

excluding cost of steel for Shaft Side Wall

Shaft Structures 20.8.15(rev).xlsx


1 2 3 4 5 6 7 8 9 10

Landing Slab 1x1 3.14 1.20 0.20 0.75 9350.97 7047.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8403.51 4538.00

Risers 1x20 1.20 0.15 0.075 0.27 8403.51 2269.00


Landing Slab 1x1 3.14 1.20 0.20 0.75 9503.21 7162.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8555.75 4620.00

Risers 1x20 1.20 0.15 0.075 0.27 8555.75 2310.00


Landing Slab 1x1 3.14 1.20 0.20 0.75 9655.46 7276.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8708.00 4702.00

Risers 1x20 1.20 0.15 0.075 0.27 8708.00 2351.00


Landing Slab 1x1 3.14 1.20 0.20 0.75 10006.59 7541.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8860.24 4785.00

Risers 1x20 1.20 0.15 0.075 0.27 8860.24 2392.00

18 - 20 Mts Shaft Side Wall 1xπ 2.70 0.20 3.00 5.09 25429.12 129434.0018 - 20 Mts Shaft Side Wall 1xπ 2.70 0.20 3.00 5.09 25429.12 129434.00

Landing Slab 1x1 2.00 2.00 0.20 0.80 10291.42 8233.00

Steps (Treads) 1x14 1.20 0.30 0.075 0.38 9012.48 3407.00

Risers 1x14 1.20 0.15 0.075 0.19 9012.48 1703.00

8)

(20.00 - 20.60 LVL) 1xπ 2.70 0.45 0.60 2.29 Cum 16891.12 38681.009)

Bottom Dome (@ 21.80 LVL) 2xπ 2.50 1.00 0.25 3.93 Cum

Deduct Oppening 1xπ/4 1.20 1.20 0.25 -0.28 Cum

3.65 Cum 26143.53 95356.00

10)

at 20.6 m LVL 1xπ 6.45 0.75 0.20 3.04 Cum 25429.12 77305.00

11)

at 21.35 LVL 1xπ 4.00 0.45 0.45 2.54 Cum 18803.06 47760.00

VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,

excluding cost of steel for Middle Ring Beam


excluding cost of steel for Bottom Ring Beam


excluding cost of steel for Bottom Slab(Dome)


excluding cost of steel for Conical portion



1 2 3 4 5 6 7 8 9 1012)

for Tank side wall @ 21.80 LVL 1xπ 4.00 0.20 3.00 7.54 Cum 26420.87 199213.00

Top Ring Beam @ 24.20 1xπ 4.00 0.30 0.45 1.70 Cum 21436.88 36443.00

Internal shaft @ 22.80 LVL 1xπ 1.20 0.20 3.00 2.26 Cum 26420.87 59711.00

13)

Top Dome @ 24.20 LVL 2xπ 2.500 1.00 0.20 3.14 Cum


Deduct Manhole openning and Ventilator 1x2 0.60 0.60 0.10 -0.07

2.84 Cum 27165.23 77201.00

14)

Top slab out side 2xπ 2.500 1.20 18.84 M2

Side wall inside 1xπ 3.80 3.00 35.81 M2

Bottom slab 2xπ 2.500 1.00 15.70 M2

Internal shaft out side 1xπ 1.40 3.00 13.19 M2


excluding cost of steel for Side Wall


excluding cost of steel for Top Slab (Dome)

Impervous coat with Plastering with CM(1:3) prop. 12 mm thick includingcost and conveyance of all materials and labour charges etc., complete asper SS of APDSS for Finished item of work


83.54 M2 1623.98 13566.00

15)

for side wall out 1xπ 4.20 3.00 39.58 M2

Ring girder O/s 1xπ 6.71 0.60 12.65 M2

Ring girder I/s 1xπ 5.91 0.60 11.14 M2

Shaft O/s 1xπ 4.9 34.71 534.32 M2

Shaft I/s 1xπ 4.5 34.71 4998.24 M2

Bottom slab 2xπ 2.500 1.00 15.71 M2

Steps of stair case 1x200 1.20 0.45 52.92 M2

5664.56 M2

852.38 482836.00

16)

5664.56 M21029.89 583387.00

17)

40.01 MT's 51392.61 2056218.00

18) Lightning arrester 1x1 1.00 No's 15000.00 15000.00

19) RCC ladder inside the tank 1x1 1.00 No's 15000.00 15000.00

20) Water level indicater 1x1 1.00 No's 5000.00 5000.00

21)Painting of name board 1x1 1.00 No's 1000.00 1000.00

22)

Hand railing on top slab 1x1 1.00 No's 10000.00 10000.00

23)Phenial & fly proof ventilator 1x1 1.00 No's 1500.00 1500.00

24)Manhole cover and frame (0.6x0.6) 1x2 2.00 No's 2000.00 4000.00

Cement Plastering with CM(1:3) prop. 12 mm thick including cost andconveyance of all materials and labour charges etc., complete for finisheditem of work as per IS Specifications etc., complete

Snowcem Paint with approved colour including cost and conveyance of allmaterials and labour charges etc., complete for finished item of work asper SS of APDSSCost, supply and delivery of Tor Steel including fabrication andconveyance and all labour charges etc., complete for finished item of workas per SS of APDSS



1 2 3 4 5 6 7 8 9 1025)

CI specials and Valves as per Data 627805.00

26)Provision for RCC Valve Chambers (I&O) 1x2 2.00 No's 30000.00 60000.00

27)Provision for RCC Valve Chambers (scour) 1x1 1.00 No's 10000.00 10000.00

28)MS ladder 1x2 2.00 No's 10000.00 20000.00

29)Cost, supply and delivery of MS SheetedDoor with Angled Frame including fabricationand conveyance and all labour charges etc.,complete for finished item of work as per SSof APDSS 1x1 1.00 No's 10000.00 10000.00

30)

Unforeseen items 721478.00

8400000.00

Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending EngineerTDWSP Banswada TDWSP Sub division TDWSP Division TDWSP CircleYellareddy Banswada/ Yellareddy Banswada Nirmal

Total




Est.Cost Rs 2400000

A) Basic cost 50000 X 31.76 : Rs 1587750



6200 6300 0.7 1587750 : Rs -11114

( 100 X 100)







plastering with CM(1:3) 2 coats of Weather proof emulsion painting for external surfaces, and

3 coats of epoxy paint to inner surface of the reservoir including roof dome, lettering as per

Dept Direction, S/Fof the CI D/F Pipes verticals, vlaves, Execution as per Design and drawigns

supplied by the Dept., including the cost and conveyance of the all materials , Bends , Specials

Etc complete including the following.- M30 Grade Concrete

CONSTRUCTION OF 50,000 Liters Capacity OHBR Stg:15 Mt at Mansuram T





40000 40000 2.0 1587750 : Rs 0

( 1000 X 100)



116.16 250 5 1587750 : Rs -106252

( 100 X 100)







Total 2109533









TDWSP Circle

Nirmal

Executive Engineer

TDWSP Division

Banswada



1 2 3 4 5 6 7 8 9 101)

0-3 m Depth 1xπ/4 14.80 14.80 3.00 516.10 Cum 128.20 66164.00

2)

1xπ/4 14.40 14.40 0.30 48.83 Cum 4511.29 220301.00

3)

1xπ/4 14.00 14.00 1.20 184.63 Cum 8951.13 1652665.00

4)

SUB-ESTIMATE

Sub Estimate for Construction of 60 KL OHBR Shaft Type 20 Mtrs Staging at BOMMANDEVPALLY










1xπ 4.40 0.35 1.20 5.81 Cum 10731.39 62349.00

5)


23.75 Cum 1560.60 37068.00

6)

0.785 10.1 10.1 1.8 340.57 Cum 183.15 62375.007)

Below G.L 1xπ 4.40 0.30 3.00 12.44 Cum 12647.91 157340.00

0 - 3 Mts



11.68 Cum 17753.01 207426.00

Landing Slab 1x1 4.92 1.20 0.20 1.18 9046.48 10681.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8099.02 4373.00

Risers 1x20 1.20 0.15 0.075 0.27 8099.02 2187.00


Landing Slab 1x1 4.92 1.20 0.20 1.18 9198.73 10860.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8251.26 4456.00

Risers 1x20 1.20 0.15 0.075 0.27 8251.26 2228.00









1 2 3 4 5 6 7 8 9 10

Landing Slab 1x1 4.92 1.20 0.20 1.18 9350.97 11040.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8403.51 4538.00

Risers 1x20 1.20 0.15 0.075 0.27 8403.51 2269.00


Landing Slab 1x1 4.92 1.20 0.20 1.18 9503.21 11220.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8555.75 4620.00

Risers 1x20 1.20 0.15 0.075 0.27 8555.75 2310.00


Landing Slab 1x1 4.92 1.20 0.20 1.18 9655.46 11400.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8708.00 4702.00

Risers 1x20 1.20 0.15 0.075 0.27 8708.00 2351.00


Landing Slab 1x1 4.92 1.20 0.20 1.18 10006.59 11814.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8860.24 4785.00

Risers 1x20 1.20 0.15 0.075 0.27 8860.24 2392.00


Landing Slab 1x1 2.00 2.00 0.20 0.80 10291.42 8233.00

Steps (Treads) 1x14 1.20 0.30 0.075 0.38 9012.48 3407.00

Risers 1x14 1.20 0.15 0.075 0.19 9012.48 1703.00

8)

(20.00 - 20.60 LVL) 1xπ 4.40 0.45 0.60 3.73 Cum 16891.12 63004.009)



6.88 Cum 26143.53 179800.00

10)

at 20.6 m LVL 1xπ 6.45 0.75 0.20 3.04 Cum 25429.12 77305.00

11)

at 21.35 LVL 1xπ 5.70 0.45 0.45 3.63 Cum 18803.06 68255.00











1 2 3 4 5 6 7 8 9 1012)


Top Ring Beam @ 24.60 1xπ 5.70 0.30 0.45 2.42 Cum 21436.88 51877.00


13)




5.43 Cum 27165.23 147559.00

14)



Bottom slab 2xπ 4.561 1.00 28.64 M2








124.59 M2 1623.98 20233.00

15)




Shaft O/s 1xπ 4.9 34.71 534.32 M2

Shaft I/s 1xπ 4.5 34.71 4998.24 M2

Bottom slab 2xπ 4.561 1.00 28.66 M2


5689.83 M2

852.38 484990.00

16)

5689.83 M21029.89 585990.00

17)

47.13 MT's 51392.61 2422134.00





22)








1 2 3 4 5 6 7 8 9 1025)

DI specials and Valves as per Data 798458.00



28)MS ladder 1x2 2.00 No's 10000.00 20000.00


30)

Provision for unforseen items 900724.00

10200000.00


Total




1 2 3 4 5 6 7 8 9 101)

0-3 m Depth 1xπ/4 14.80 14.80 3.00 516.10 Cum 128.20 66164.00

2)

1xπ/4 14.40 14.40 0.30 48.83 Cum 4511.29 220301.00

3)

1xπ/4 14.00 14.00 1.20 184.63 Cum 8951.13 1652665.00

4)

SUB-ESTIMATE

Sub Estimate for Construction of 100 KL OHBR Shaft Type 30 Mtrs Staging at AREDU










1xπ 5.80 0.35 1.20 7.65 Cum 10731.39 82095.00

5)


42.74 Cum 1560.60 66705.00

6)

0.785 10.1 10.1 1.8 144.14 Cum 183.15 26399.007)

Below G.L 1xπ 5.80 0.30 3.00 16.40 Cum 12647.91 207426.00

0 - 3 Mts



15.64 Cum 17753.01 277728.00

Landing Slab 1x1 6.38 1.20 0.20 1.53 9046.48 13862.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8099.02 4373.00

Risers 1x20 1.20 0.15 0.075 0.27 8099.02 2187.00


Landing Slab 1x1 6.38 1.20 0.20 1.53 9198.73 14095.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8251.26 4456.00

Risers 1x20 1.20 0.15 0.075 0.27 8251.26 2228.00









1 2 3 4 5 6 7 8 9 10

Landing Slab 1x1 6.38 1.20 0.20 1.53 9350.97 14329.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8403.51 4538.00

Risers 1x20 1.20 0.15 0.075 0.27 8403.51 2269.00


Landing Slab 1x1 6.38 1.20 0.20 1.53 9503.21 14562.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8555.75 4620.00

Risers 1x20 1.20 0.15 0.075 0.27 8555.75 2310.00


Landing Slab 1x1 6.38 1.20 0.20 1.53 9655.46 14795.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8708.00 4702.00

Risers 1x20 1.20 0.15 0.075 0.27 8708.00 2351.00


Landing Slab 1x1 6.38 1.20 0.20 1.53 10006.59 15333.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8860.24 4785.00

Risers 1x20 1.20 0.15 0.075 0.27 8860.24 2392.00


Landing Slab 1x1 6.38 1.20 0.20 1.53 10291.42 15770.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 9012.48 4867.00

Risers 1x20 1.20 0.15 0.075 0.27 9012.48 2433.00


Landing Slab 1x1 6.38 1.20 0.20 1.53 10576.25 16206.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 9164.73 4949.00

Risers 1x20 1.20 0.15 0.075 0.27 9164.73 2474.00


Landing Slab 1x1 6.38 1.20 0.20 1.53 10861.08 16643.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 9316.97 5031.00

Risers 1x20 1.20 0.15 0.075 0.27 9316.97 2516.00


Landing Slab 1x1 2.00 2.00 0.20 0.80 11079.62 8864.00

Steps (Treads) 1x20 1.20 0.30 0.075 0.54 9469.22 5113.00

Risers 1x20 1.20 0.15 0.075 0.27 9469.22 2557.00

8)

(30.00 - 30.60 LVL) 1xπ 5.80 0.45 0.60 4.92 Cum 18597.53 91500.00





1 2 3 4 5 6 7 8 9 109)



10.40 Cum 27975.50 290872.00

10)

at 30.6 m LVL 1xπ 6.45 0.75 0.20 3.04 Cum 28136.85 85536.00

11)

at 31.35 LVL 1xπ 7.10 0.45 0.45 4.52 Cum 20132.65 91000.00

12)

π










Top Ring Beam @ 34.20 LVL 1xπ 7.10 0.30 0.45 3.01 Cum 22274.22 67045.00


13)




8.25 Cum 28137.89 232192.00

14)



Bottom slab 2xπ 6.801 1.00 42.71 M2


172.18 M2 1623.98 27962.00

15)




Shaft O/s 1xπ 4.9 34.71 534.32 M2

Shaft I/s 1xπ 4.5 34.71 4998.24 M2







1 2 3 4 5 6 7 8 9 10

Bottom slab 2xπ 6.801 1.00 42.73 M2


5720.80 M2 852.38 487630.00

16)

5720.80 M21029.89 589179.00

17)

57.51 MT's 51392.61 2955589.00





22)




25)DI specials and Valves as per Data 2008288.00



28)


28)MS ladder 1x2 2.00 No's 10000.00 20000.00


30)

Unforeseen items 1235770.00

14100000.00


Total




Est.Cost Rs 4600000

A) Basic cost 130000 X 24.35 : Rs 3164850



6200 6300 0.7 3164850 : Rs -22154

( 100 X 100)


40000 40000 2.0 3164850 : Rs 0

( 1000 X 100)






plastering with CM(1:3) 2 coats of Weather proof emulsion painting for external surfaces, and 3

coats of epoxy paint to inner surface of the reservoir including roof dome, lettering as per Dept

Direction, S/Fof the CI D/F Pipes verticals, vlaves, Execution as per Design and drawigns

supplied by the Dept., including the cost and conveyance of the all materials , Bends , Specials

Etc complete including the following.- M30 Grade Concreteb)D.I man hole covers with frame of size 0.60 X 0.60 mts -2 Nos (light duty)




CONSTRUCTION OF 130,000 Liters Capacity OHBR Stg:12 Mt at Mirzapur

( 1000 X 100)



116.16 250 5 3164850 : Rs -211792

( 100 X 100)







Total 4015197









TDWSP Circle

Nirmal

Executive Engineer

TDWSP Division

Banswada



Est.Cost Rs 5450000

A) Basic cost 180000 X 22.77 : Rs 4098600



6200 6300 0.7 4098600 : Rs -28690

( 100 X 100)


J) Railling with Stainless Steel of grade 304 in two rows around OHSR fixed in RCC (1:2:4) of post ofsize 100x75x75mm with 1.5m m itervals around the pheriphary on top of OHSR


plastering with CM(1:3) 2 coats of Weather proof emulsion painting for external surfaces, and 3 coats

of epoxy paint to inner surface of the reservoir including roof dome, lettering as per Dept Direction,

S/Fof the CI D/F Pipes verticals, vlaves, Execution as per Design and drawigns supplied by the Dept.,

including the cost and conveyance of the all materials , Bends , Specials Etc complete including the

following.- M30 Grade Concreteb)D.I man hole covers with frame of size 0.60 X 0.60 mts -2 Nos (light duty)




CONSTRUCTION OF 180,000 Liters Capacity OHBR Stg:12 Mt at Sevlal T





40000 40000 2.0 4098600 : Rs 0

( 1000 X 100)



116.16 250 5 4098600 : Rs -274278

( 100 X 100)






Total 4758872








TDWSP Circle

Nirmal

Executive Engineer

TDWSP Division

Banswada


Construction of 180000 Lts capacity OHSR with 12 Mts staging

Est.Cost Rs 5600000

A) Basic cost 180000 X 22.77 : Rs 4098600



6200 6300 0.7 4098600 : Rs -28690

( 100 X 100)



plastering with CM(1:3) 2 coats of Weather proof emulsion painting for external surfaces,

and 3 coats of epoxy paint to inner surface of the reservoir including roof dome, lettering as

per Dept Direction, S/Fof the CI D/F Pipes verticals, vlaves, Execution as per Design and




CONSTRUCTION OF 180,000 Liters Capacity OHBR Stg:12 Mt at Ch kodapgal

J) Railling with Stainless Steel of grade 304 in two rows around OHSR fixed in RCC (1:2:4)of post of size 100x75x75mm with 1.5m m itervals around the pheriphary on top of OHSR








40000 40000 2.0 4098600 : Rs 0

( 1000 X 100)



116.16 250 5 4098600 : Rs -274278

( 100 X 100)







Total 4879925








Superintending Engineer Executive Engineer Superintending Engineer

TDWSP Circle

Nirmal

TDWSP Division

Banswada



Est.Cost Rs 12900000

A) Basic cost 700000 X 15.45 : Rs 10816400



6200 6300 0.7 10816400 : Rs -75715

( 100 X 100)

CONSTRUCTION OF 700000 Liters Capacity OHBR Stg:12 Mt at Akbar Nagar T


plastering with CM(1:3) 2 coats of Weather proof emulsion painting for external surfaces,

and 3 coats of epoxy paint to inner surface of the reservoir including roof dome, lettering as

per Dept Direction, S/Fof the CI D/F Pipes verticals, vlaves, Execution as per Design and










J) Railling with Stainless Steel of grade 304 in two rows around OHSR fixed in RCC (1:2:4)of post of size 100x75x75mm with 1.5m m itervals around the pheriphary on top of OHSR


40000 40000 2.0 10816400 : Rs 0

( 1000 X 100)



116.16 250 5 10816400 : Rs -723833

( 100 X 100)







Total 11383295



Total cost � 129,00,000





TDWSP Circle

Nirmal

Executive Engineer

TDWSP Division

Banswada

Est.Cost Rs. 463.00 Lakhs


1 2 3 4 5 6 7 8 9 101)

0-3 m Depth 1.00 xπ/4

23.55 23.55 3.55 1546.32 Cum 128.20 198238.00

For Stair Case 1 x 2 5.30 6.56 3.00 208.61 Cum 128.20 26744.00

3)

1 x π 16.075 6.275 0.20 63.39 Cum 5031.04 318903.00


4)

For Raft Slab 1 x π 16.075 5.975 0.60 181.07 Cum 9413.13 1704435.00


5)

Outer Ring Beam 1 x π 19.50 0.50 0.40 12.25 Cum 11193.33 137118.00

Inner Ring Beam 1 x π 12.00 0.50 0.40 7.54 Cum 11193.33 84398.00

8)

Sub Estimate for Construction of 1350KL(30M Staging) at Tadmanoor of Andhol Mandal

SUB-ESTIMATE

VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and

Earth work excavation in ordinary Gravelly soils except in hard rock which requires blasting with

initial lead and lift including cost and conveyance of all materials and labour charges etc.,

complete for finished item of work as per SS of APDSS for foundation

PCC(1:4:8) prop using 40mm HBG Metal including cost and conveyance of all materials and

labour charges and strutting , centring and curing charges etc., complete for finished item of work

as per SS of APDSS for Raft Levelling Course

VRCC(M30) using 20mm HBG Metal including cost and conveyance of all materials and labour

charges and strutting , centring and curing charges etc., complete for finished item of work as per

SS of APDSS for Raft Slab



as per SS of APDSS for Raft ring beam excluding cost of steel

Below G.L 0-3 M 2 x 20 0.50 0.50 1.30 13.00 Cum 18876.25 245391.00


9

For Outer Tie Beam 1 x 20 3.06 0.30 0.50 9.19 11193.33 102871.00

For Inner Tie Beam 1 x 20 1.89 0.30 0.50 5.66 11193.33 63305.00

Radial Brace Beam 1 x 20 3.98 0.30 0.50 11.93 11193.33 133480.00

7)

1481.87 Cum 973.10 1442010.00

0 - 3 Mts

For Column 2 x 20 0.50 0.50 3.00 30.00 Cum18876.25

566288.00

For Staircase

Columns 1 x 4 0.30 0.30 3.00 1.0825535.60

27578.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 9508.42 3803.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 8561.02 2889.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 23946.99 13578.00

Beam 1 x 1 3.16 0.300 0.300 0.28 23946.99 6811.00


labour charges and shuttering , centring and curing charges etc., complete for finished item of

work as per SS of APDSS excluding cost of steel for Column

Filling the foundation with excavated earth including cost and conveyance of all materials and

labour charges etc., complete for relling of foundation






work as per SS of APDSS excluding cost of steel for Tie Beams



work as per SS of APDSS excluding cost of steel for Radial Brace Beam

1350KL Tadmanoor19082015(rev).xlsx


1 2 3 4 5 6 7 8 9 10

3 - 6 Mts

For Column 2 x 20 0.50 0.50 2.50 25.00 19028.49 475712.00



Radial Brace beam 1 x 20 3.98 0.30 0.50 11.93 23700.23 282625.00

For Staircase

Columns 1 x 4 0.30 0.30 3.00 1.08 25687.84 27743.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 10309.00 4124.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 8713.26 2941.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 24099.23 13664.00

Beam 1 x 1 3.16 0.300 0.300 0.28 24099.23 6854.00

6 - 9 Mts

For Column 2 x 20 0.50 0.50 3.00 30.00 19180.74 575422.00

For Staircase

Columns 1 x 4 0.30 0.30 3.00 1.08 25840.09 27907.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 10461.24 4184.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 8865.51 2992.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 24251.48 13751.00

Beam 1 x 1 3.16 0.300 0.300 0.28 24251.48 6897.00

9 - 12 Mts

For Column 2 x 20 0.50 0.50 2.50 25.00 19332.98 483325.00

1 x 20For Outer Tie Beam 1 x 20 3.06 0.30 0.50 9.19 24004.71 220612.00



For Staircase

Columns 1 x 4 0.30 0.30 3.00 1.08 25992.33 28072.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 10613.48 4245.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 9017.75 3043.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 24403.72 13837.00

Beam 1 x 1 3.16 0.300 0.300 0.28 24403.72 6940.00

12 - 15 Mts

For Column 2 x 20 0.50 0.50 2.50 25.00 19485.23 487131.00




For Stair Case

Columns 1 x 4 0.30 0.30 3.00 1.08 26144.58 28236.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 10765.73 4306.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 9170.00 3095.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 24555.97 13923.00

Beam 1 x 1 3.16 0.300 0.300 0.28 24555.97 6984.00

15 - 18 Mts

For Column 2 x 20 0.50 0.50 3.00 30.00 20536.48 616094.00

For Stair Case

Columns 1 x 4 0.30 0.30 3.00 1.08 27795.18 30019.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 11116.86 4447.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 9322.24 3146.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 26206.57 14859.00

Beam 1 x 1 3.16 0.300 0.300 0.28 26206.57 7453.00



1 2 3 4 5 6 7 8 9 10

18 - 21 Mts

For Column 2 x 20 0.50 0.50 2.50 25.00 21288.07 532202.00




For Stair Case

Columns 1 x 4 0.30 0.30 3.00 1.08 28946.32 31262.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 11401.69 4561.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 9474.48 3198.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 27357.71 15512.00

Beam 1 x 1 3.16 0.300 0.300 0.28 27357.71 7781.00

21 - 24 Mts

For Column 2 x 20 0.50 0.50 3.00 30.00 22039.66 661190.00

For Stair Case

Columns 1 x 4 0.30 0.30 3.00 1.08 30097.47 32505.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 11686.52 4675.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 9626.73 3249.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 28508.86 16165.00

Beam 1 x 1 3.16 0.300 0.300 0.28 28508.86 8108.00

24 - 27 Mts

For Column 2 x 20 0.50 0.50 2.50 25.00 22791.24 569781.00

1 x 20For Outer Tie Beam 1 x 20 3.06 0.30 0.50 9.19 28361.99 260657.00



For Stair Case

Columns 1 x 4 0.30 0.30 3.00 1.08 31248.62 33749.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 11971.35 4789.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 9778.97 3300.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 29660.01 16817.00

Beam 1 x 1 3.16 0.300 0.300 0.28 29660.01 8435.00

27- 30 Mts

For Column 2 x 20 0.50 0.50 2.25 22.50 23243.16 522971.00

For Stair Case

Columns 1 x 4 0.30 0.30 3.00 1.08 31900.31 34452.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 12189.89 4876.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 9931.22 3352.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 30311.70 17187.00

Beam 1 x 1 3.16 0.300 0.300 0.28 30311.70 8621.00

Outer Bottom Ring Beam 1 x π 19.50 0.50 0.75 22.98 16205.76 372342.00

Inner Bottom Ring Beam 1 x π 12.00 0.50 0.75 14.14 16205.76 229133.00

Bottom Flat Slab 1 x π 16.08 3.975 0.325 65.24 16135.58 1052685.00

30- 33 Mts

For Column 1 x 20 0.30 0.30 3.00 5.40 26690.68 144130.00



as per SS of APDSS, excluding cost of steel For Bottom Ring Beam @ 29.25Mts



as per SS of APDSS, excluding cost of steel Bottom Flat Slab @ 30.00mts



1 2 3 4 5 6 7 8 9 10

Bottom Dome 2 x π 12.04 1.75 0.275 72.79 21814.06 1587845.00

Side Walls 1 x π 19.50 0.30 3.00 55.13 22535.79 1242398.00

33- 36 Mts

For Column 1 x 20 0.30 0.30 2.00 3.60 27342.37 98433.00

Side Walls 1 x π 19.50 0.30 2.20 40.43 28751.10 1162407.00

Top Dome2 x π

9.81 2.25 0.10 27.72 35213.06 976106.00

Top Flat Slab 1 x π 16.08 3.975 0.12 24.09 28336.17 682618.00



as per SS of APDSS, excluding cost of steel for Bottom Dome @30.00mts



as per SS of APDSS, excluding cost of steel for Side Wall @30 to 33Mts



as per SS of APDSS, excluding cost of steel for Top Flat Slab @ 35 Mts





as per SS of APDSS, excluding cost of steel for Top Slab(Dome) @35 Mts

Top Ring Beam 1 x π 12.00 0.30 0.30 3.39 26735.11 90632.00

12

Top Dome out side 2 x π 16.075 2.25 454.51 M2

Top Flat Slab 1 x π 16.08 3.975 200.74 M2

Side Wall In side 1 x π 19.50 5.08 311.21

Bottom Dome out side 2 x π 12.240 1.75 269.17 M2

Bottom Flat Slab 1 x π 16.08 3.975 200.74 M2

1436.37 M2 1739.78 249897.00

13

for side wall out 1 xπ

19.50 5.20 318.56 M2

Ring Beam O/s 1 xπ

19.50 0.75 45.95 M2

Ring Beam I/s 1 xπ

12.00 0.75 28.27 M2

392.78 M2 869.75 34162.00

14

392.78 M21029.89 40452.00

15

152.62 MTN 51392.61 7843645.00

Lightning arrester 1 x 1 1.00 No's 7000.00 7000.00

RCC ladder inside the tank 1 x 1 1.00 No's 2000.00 2000.00

Water level indicater 1 x 1 1.00 No's 2500.00 2500.00

16Painting of name board 1 x 1 1.00 No's 3000.00 3000.00

17Hand railing on top slab 1 x 1 1.00 No's 5000.00 5000.00

19Phenial & fly proof ventilator 1 x 1 1.00 No's 3000.00 3000.00

20Manhole cover and frame (0.6x0.6) 1 x 2 2.00 No's 600.00 1200.00

21CI specials and Valves as per Data 11911690.00

23Provision for RCC Valve Chambers (I&O) 1 x 2 2.00 No's 30000.00 60000.00

24Provision for RCC Valve Chambers (scour) 1 x 1 1.00 No's 10000.00 10000.00

25MS ladder 1 x 2 2.00 No's 10000.00 20000.00

Impervous coat with Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of

all materials and labour charges etc., complete as per SS of APDSS for Finished item of work

Cement Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of all

materials and labour charges etc., complete for finished item of work as per IS Specifications

etc., complete

Snowcem Paint with approved colour including cost and conveyance of all materials and labour

charges etc., complete for finished item of work as per SS of APDSS

Cost, supply and delivery of Tor Steel including fabrication and conveyance and all labour



as per SS of APDSS, excluding cost of steel For Top Ring Beam



1 2 3 4 5 6 7 8 9 1026 Door with Angled Frame including fabrication

and conveyance and all labour charges etc.,

complete for finished item of work as per SS

of APDSS 1 x 1 1.00 No's 10000.00 10000.00

27 Unforeseen items such as fixing of verticals

and Hard Rock Anchoring for Foundation

etc., if any 4208700.00

46300000.00

Assistant Executive Engineer Dy Executive Engineer Executive Engineer Superingtending Engineer

TDWSP Banswada/yellareddy TDWSP Banswada TDWSP Div Banswada TDWSP Circle Nirmal

Total


Est.Cost Rs. 471.00 Lakhs


1 2 3 4 5 6 7 8 9 101)

0-3 m Depth 1.00 xπ/4

24.65 24.65 3.55 1694.15 Cum 128.20 217190.00


3)

1 x π 17.175 6.275 0.20 67.72 Cum 4511.29 305525.00


4)

For Raft Slab 1 x π 17.175 5.975 0.60 193.46 Cum 8951.13 1731689.00


5)

Outer Ring Beam 1 x π 20.60 0.50 0.40 12.94 Cum 10731.39 138864.00

Inner Ring Beam 1 x π 13.10 0.50 0.40 8.23 Cum 10731.39 88319.00

8)

Below G.L 0-3 M 2 x 21 0.50 0.50 1.30 13.65 Cum 18414.25 251355.00

Sub Estimate for Construction of 1500 at Santhosh nagar of Banswada Mandal




Earth work excavation in ordinary Gravelly soils except in hard rock which requires blasting with

initial lead and lift including cost and conveyance of all materials and labour charges etc., complete

for finished item of work as per SS of APDSS for foundation

PCC(1:4:8) prop using 40mm HBG Metal including cost and conveyance of all materials and


as per SS of APDSS for Raft Levelling Course

VRCC(M30) using 20mm HBG Metal including cost and conveyance of all materials and labour

charges and strutting , centring and curing charges etc., complete for finished item of work as per

SS of APDSS for Raft Slab



as per SS of APDSS for Raft ring beam excluding cost of steel

Below G.L 0-3 M 2 x 21 0.50 0.50 1.30 13.65 Cum 18414.25 251355.00


9



Radial Brace Beam 1 x 21 3.98 0.30 0.50 12.52 10731.39 134370.00

7)

1632.21 Cum 1560.60 2547228.00

0 - 3 Mts

For Column 2 x 21 0.50 0.50 3.00 31.50 Cum18414.25

580049.00

For Staircase

Columns 1 x 4 0.30 0.30 3.00 1.0825073.60

27079.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 9046.48 3619.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 8099.02 2733.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 23485.05 13316.00

Beam 1 x 1 3.16 0.300 0.300 0.28 23485.05 6679.00

3 - 6 Mts

For Column 2 x 21 0.50 0.50 2.50 26.25 18566.49 487370.00






Filling the foundation with excavated earth including cost and conveyance of all materials and

labour charges etc., complete for relling of foundation



work as per SS of APDSS excluding cost of steel for Tie Beams



work as per SS of APDSS excluding cost of steel for Radial Brace Beam


For Staircase

Columns 1 x 4 0.30 0.30 3.00 1.08 25225.84 27244.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 9847.06 3939.00

1500KL Santhoshnagar19082015(rev).xlsx


1 2 3 4 5 6 7 8 9 10

Steps (1/2) x 20 1.00 0.225 0.150 0.34 8251.26 2785.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 23637.29 13402.00

Beam 1 x 1 3.16 0.300 0.300 0.28 23637.29 6722.00

6 - 9 Mts

For Column 2 x 21 0.50 0.50 3.00 31.50 18718.74 589640.00

For Staircase

Columns 1 x 4 0.30 0.30 3.00 1.08 25378.09 27408.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 9999.30 4000.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 8403.51 2836.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 23789.54 13489.00

Beam 1 x 1 3.16 0.300 0.300 0.28 23789.54 6766.00

9 - 12 Mts

For Column 2 x 21 0.50 0.50 2.50 26.25 18870.98 495363.00




For Staircase

Columns 1 x 4 0.30 0.30 3.00 1.08 25530.33 27573.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 10151.54 4061.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 8555.75 2888.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 23941.78 13575.00

Beam 1 x 1 3.16 0.300 0.300 0.28 23941.78 6809.00

12 - 15 Mts

For Column 2 x 21 0.50 0.50 2.50 26.25 19023.23 499360.00




For Stair Case

Columns 1 x 4 0.30 0.30 3.00 1.08 25682.58 27737.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 10303.79 4122.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 8708.00 2939.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 24094.03 13661.00

Beam 1 x 1 3.16 0.300 0.300 0.28 24094.03 6852.00

15 - 18 Mts

For Column 2 x 21 0.50 0.50 3.00 31.50 20074.48 632346.00

For Stair Case

Columns 1 x 4 0.30 0.30 3.00 1.08 27333.18 29520.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 10654.92 4262.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 8860.24 2990.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 25744.63 14597.00

Beam 1 x 1 3.16 0.300 0.300 0.28 25744.63 7322.00

18 - 21 Mts

For Column 2 x 21 0.50 0.50 2.50 26.25 20826.07 546684.00




For Stair Case

Columns 1 x 4 0.30 0.30 3.00 1.08 28484.32 30763.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 10939.75 4376.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 9012.48 3042.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 26895.77 15250.00

Beam 1 x 1 3.16 0.300 0.300 0.28 26895.77 7649.00



1 2 3 4 5 6 7 8 9 10

21 - 24 Mts

For Column 2 x 21 0.50 0.50 3.00 31.50 21577.66 679696.00

For Stair Case

Columns 1 x 4 0.30 0.30 3.00 1.08 29635.47 32006.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 11224.58 4490.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 9164.73 3093.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 28046.92 15903.00

Beam 1 x 1 3.16 0.300 0.300 0.28 28046.92 7977.00

24 - 27 Mts

For Column 2 x 21 0.50 0.50 2.50 26.25 22329.24 586143.00




For Stair Case

Columns 1 x 4 0.30 0.30 3.00 1.08 30786.62 33250.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 11509.41 4604.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 9316.97 3144.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 29198.07 16555.00

Beam 1 x 1 3.16 0.300 0.300 0.28 29198.07 8304.00

27- 30 Mts

For Column 2 x 21 0.50 0.50 2.25 23.63 22781.16 538205.00

For Stair Case

Columns 1 x 4 0.30 0.30 3.00 1.08 31438.31 33953.00

Landing Slab 1 x 2 1.00 1.00 0.20 0.40 11727.95 4691.00

Steps (1/2) x 20 1.00 0.225 0.150 0.34 9469.22 3196.00

Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 29849.76 16925.00

Beam 1 x 1 3.16 0.300 0.300 0.28 29849.76 8489.00

Outer Bottom Ring Beam 1 x π 20.60 0.50 0.75 24.27 15743.82 382133.00

Inner Bottom Ring Beam 1 x π 13.10 0.50 0.75 15.44 15743.82 243007.00

Bottom Flat Slab 1 x π 17.18 3.975 0.325 69.71 15673.64 1092609.00

30- 33 Mts

For Column 1 x 21 0.30 0.30 3.00 5.67 26228.68 148717.00

Bottom Dome 2 x π 14.09 1.75 0.275 85.19 21352.12 1818987.00

Side Walls 1 x π 20.60 0.30 3.00 58.25 22073.79 1285798.00



as per SS of APDSS, excluding cost of steel for Bottom Dome @30.00mts



as per SS of APDSS, excluding cost of steel for Side Wall @30 to 33Mts



as per SS of APDSS, excluding cost of steel For Bottom Ring Beam @ 29.25Mts



as per SS of APDSS, excluding cost of steel Bottom Flat Slab @ 30.00mts

33- 36 Mts

For Column 1 x 21 0.30 0.30 2.00 3.60 26880.37 96769.00

Side Walls 1 x π 20.60 0.30 2.20 42.71 28289.10 1208227.00



1 2 3 4 5 6 7 8 9 10

Top Dome2 x π

11.40 2.25 0.10 32.23 34751.12 1120029.00

Top Flat Slab 1 x π 17.18 3.975 0.12 25.74 27874.23 717483.00

Top Ring Beam 1 x π 13.10 0.30 0.30 3.70 26273.17 97211.00

12

Top Dome out side 2 x π 17.175 2.25 485.61 M2

Top Flat Slab 1 x π 17.18 3.975 214.48 M2

Side Wall In side 1 x π 20.60 5.08 328.76

Bottom Dome out side 2 x π 12.240 1.75 269.17 M2

Bottom Flat Slab 1 x π 17.18 3.975 214.48 M2

1512.50 M2 1623.98 245627.00

13


20.60 5.20 336.53 M2

Impervous coat with Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of

all materials and labour charges etc., complete as per SS of APDSS for Finished item of work

Cement Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of all materials

and labour charges etc., complete for finished item of work as per IS Specifications etc., complete



as per SS of APDSS, excluding cost of steel for Top Flat Slab @ 35 Mts



as per SS of APDSS, excluding cost of steel For Top Ring Beam



as per SS of APDSS, excluding cost of steel for Top Slab(Dome) @35 Mts


20.60 5.20 336.53 M2

Ring Beam O/s 1 xπ

20.60 0.75 48.54 M2

Ring Beam I/s 1 xπ

13.10 0.75 30.87 M2

415.94 M2852.38 35454.00

14

415.94 M21029.89 42837.00

15

163.07 MTN 51392.61 8380818.00

Lightning arrester 1 x 1 1.00 No's 7000.00 7000.00

RCC ladder inside the tank 1 x 1 1.00 No's 2000.00 2000.00

Water level indicater 1 x 1 1.00 No's 2500.00 2500.00

16Painting of name board 1 x 1 1.00 No's 3000.00 3000.00

17

Hand railing on top slab 1 x 1 1.00 No's 5000.00 5000.00

19Phenial & fly proof ventilator 1 x 1 1.00 No's 3000.00 3000.00

20Manhole cover and frame (0.6x0.6) 1 x 2 2.00 No's 600.00 1200.00

21DI specials and Valves as per Sub estimate 10159931.00

23Provision for RCC Valve Chambers (I&O) 1 x 2 2.00 No's 30000.00 60000.00

24Provision for RCC Valve Chambers (scour) 1 x 1 1.00 No's 10000.00 10000.00

25MS ladder 1 x 2 2.00 No's 10000.00 20000.00

26 Door with Angled Frame including fabrication

and conveyance and all labour charges etc.,

complete for finished item of work as per SS

of APDSS 1 x 1 1.00 No's 10000.00 10000.00

27 Unforeseen items such as fixing of verticals

and Hard Rock Anchoring for Foundation

etc., if any 4219630.00

47100000.00


Total

Snowcem Paint with approved colour including cost and conveyance of all materials and labour


Cost, supply and delivery of Tor Steel including fabrication and conveyance and all labour charges

etc., complete for finished item of work as per SS of APDSS


TDWSP Banswada/Yellareddy TDWSP Banswada TDWSP Div Banswada TDWSP Circle Nirmal


Telangana Drinking Water Supply Project

Est.Cost Rs

S.No Description Quantity Rate Amount

1

1xp/4 4.80 4.80 1.15 20.82 128.20 267

2

1xp/4 4.80 4.80 0.30 5.43 4251.40 23089

3

1xp/4 4.80 4.80 0.25 4.53 8720.10 39465

Haunch 1xp 3.50 0.30 0.30 0.99 8720.10 8633

4

1 p 4.00 0.30 0.30 1.13 10498.00 11878

Name of the Sub work: Construction of 20KL GLBR at Yellaram

Earth work excavation in all type of soils

with intial lead and lift etc complete

CC(1:4:8)using 40 mm HBG metal icluding

Cost and conveyance of the all materials etc

complete.

M30 Grade concrete using 20 mm HBG metal

including cost and conveyance of all the

materials,but excluding the cost of the steel

etc complete for bottom raft

M30 grade concrete using 20 mm HBG metal



etc complete for Top Ring Beams


5

p 4.00 2.20 0.20 5.53 11361.20 62844

6

1xp/4 4.80 4.80 0.15 2.71 16639.60 4517

7

B-Slab 1xp/4 3.80 3.80 11.35

Slab 1xp/4 4.80 4.80 18.10

Inside walls p 3.80 2.50 29.86

59.31 2184.00 12952

8

p 4.20 2.50 33.00 4794.40 15822

9

Side wall p 4.20 2.50 33.00

Top Slab 1xp/4 4.80 4.80 18.10

51.10 1029.90 5262

Cement plastering with CM(1:3),12mm

thick including cost and conveyance of all the

materials ect complete.

Snowcem painting including cost and

conveyance of all the materials ect complete.




etc complete for Side walls




etc complete for Top Slab with- 0.15 m

Thckness

Accoproof plastering with CM(1:3),12mm



51.10 1029.90 5262

S.No Description Quantity Rate Amount

11

2.23 51392.60 114808

13 80mm dia DI Scour Valve including chamber 41211

14 DI Pipe for Overflow 1 LS 11140

13 Man hole covers 1 3000 3000

14 1 2000 2000

16 Unforceen items 43111

Total � 4,00,000

Supply and placing of the HYSD bars,

fabrication including cost and conveyance of

all the materials etc complete.

Central Phenials

Capacity of Tank required : 30.00

Size of sump well: :

Internal Dia of the sump : 3.50

: 35.60

Side wall height with 0.250 m thick 4.20 m 4.30

Side wall height above GL 0.60 m

Side wall height below GL 3.60 m

Top ring beam( Bredth, Web ) 0.30 0.30

Top Dome thickness 0.125 m

Top Dome Projection 0.000 m

Bottom slab projection 0.15 m

Thickness of bottom slab 0.40 m

Size of bottom slab:

Outer Dia : 4.30 m

Size of Top Dome: Suction pit size

Outer Dia : 4.00 m L 2.5

Thickness of CC bed 0.30 m B 1

Radius of the Dome 2.92 m D 0.5

Rise of the dome 0.58 m

Thickness of the dome 0.13 m

Dead storage 0.30 m

Free board 0.20 m

Abstract cum detailed estimate for Construction of 30 KL Sump at Raithu Nagar Est Cost in Rs Lakhs: 8.00

L B D

1

a For sump Fdn. Up to 3m Depth 1xπ/4 4.30 4.30 3.00 43.57 Cum 128.20 1 Cum 5,586

b 3-6 m depth

Sump Portion 1xπ/4 4.00 4.00 1.30 16.34

Suction pit 1 3.00 1.50 0.80 3.60

19.94 Cum 164.83 1 Cum 593

2

1xπ/4 4.30 4.30 0.30 4.36 Cum 4511.29 1 Cum 19,669

3

a) Floor slab 1xπ/4 4.300 4.300 0.400 5.81 Cum 8951.13 1 Cum 52,006

b) Side wall 250 mm Thick 1xπ 3.750 0.250 4.200 12.37

Suction Pit Walls 1 4.000 0.250 1.000 1.00

13.37 Cum 13492.45 1 Cum 1,80,394

c) Haunch portion 1xπ 3.350 0.150 0.075 0.12 Cum 8951.13 1 Cum 1,074

d) Top ring beam 1xπ 3.800 0.300 0.300 1.07 Cum 12372.82 1 Cum 13,239

e) Dome 2xπ 2.917 0.583 0.125 1.34 Cum 31104.83 1 Cum 41,680

Abstract cum detailed estimate for Construction of 30 KL Sump at Raithu Nagar

Sl.N

o.Description No.

MeasurementsQty. Rate (Rs) per Amount (Rs)

Earthwork in excavation for structures as per drawing and technical

specifications Clause 305.1 including setting out, construction of shoring and

bracing, removal of stumps and other deleterious material and disposal upto a

lead of 50 m, dressing of sides and bottom and backfilling in trenches with

excavated suitable material as per Technical Specification 305 MORD / 304

MORTH

PCC (1:4:8) using 40 mm HBG metal including cost and conveyance of all

materials and labour charges etc., complete as per standard specifications for

foundation levelling course

RCC M30 Grade including cost and conveyence of all materials and labour

charges but excluding cost of steel and its fabrication charges etc., complete as

per standard specifications for

L B D

Sl.N

o.Description No.


4

Bottom of the sump 1xπ/4 3.500 3.500 - 9.62

Side walls inside 1xπ 3.500 - 4.200 46.18

Top dome ceiling 2xπ 2.917 0.583 - 10.69

66.49 Sqm 1542.40 10 Sqm 10,255

5

Side walls Outside 1xπ 4.000 - 0.600 7.54

Over dome 2xπ 2.917 0.583 - 10.69

Total 18.23 Sqm 852.38 10 Sqm 1,554

6

Side wall Outside above GL 1xπ 4.000 - 0.600 7.54

Over top dome 2xπ 2.917 0.583 - 10.69

Total 18.23 Sqm 1029.89 10 Sqm 1,877

7 10,000

8 5.26 MT

51392.61

1 MT 2,70,428

9 1 Job 1500.0 1 Job 1,500

10 1 Job 300.0 1 Job 300

11 1 No 4000.0 1 Each 4,000

12 1 Job 75000.0 1 Job 75,000

13 1 No 2130.0 1 each 2,130

14 Vertical connections 69,129

15 L.S.39586

Total Rs. � 8,00,000

In Rs lakhs 8.00


TDWSP Banswada TDWSP Sub division TDWSP Division TDWSP Circle

Yellareddy Banswada Banswada Nirmal

Provision for RCC central phenial as per standard specifications

Providing mesh to phenials including all charges

Provision for RCC inside ladder as per the standard specifications

Provision for CI Specials

Supply and fixing of CI light type man hole cover with frame of size

0.6 x 0.6m as per standard specification

Provision for unforeseen items such as refilling the foundation with

excavated earth and rock cutting, etc.

Snowcem painting with 2 coats over a primary coat including cost and

conveyance of all materials and labour charges etc., complete as per standard

specifications

Providing of RCC Design railing of 65mm Thick including cost and conveyance of

all materials and labour charges etc., complete

Supplying, fitting and placing HYSD bar reinforcement in foundation

complete as per drawings and technical specifications for Bars below

36 mm dia including over laps and wastage, where they are not

welded

Acco-proof Plastering with CM(1:3) prop. 12 mm thick with 2% acco-proof

powder including cost and conveyance of all materials and labour charges etc.,

complete as per standard specifications for sump well

Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of all


sump well




: 35.60










Outer Dia : 4.30 m







Dead storage 0.30 m

Free board 0.20 m

Abstract cum detailed estimate for Construction of 30 KL Sump at Tadgur Small X rd Est Cost in Rs Lakhs: 8.00

L B D

1


b 3-6 m depth

Sump Portion 1xπ/4 4.00 4.00 1.30 16.34

Suction pit 1 3.00 1.50 0.80 3.60

19.94 Cum 164.83 1 Cum 593

2

1xπ/4 4.30 4.30 0.30 4.36 Cum 4511.29 1 Cum 19,669

3




13.37 Cum 13492.45 1 Cum 1,80,394



e) Dome 2xπ 2.917 0.583 0.125 1.34 Cum 31104.83 1 Cum 41,680

Abstract cum detailed estimate for Construction of 30 KL Sump at Tadgur Small X rd

Sl.N

o.Description No.







MORTH







L B D

Sl.N

o.Description No.


4




66.49 Sqm 1542.40 10 Sqm 10,255

5


Over dome 2xπ 2.917 0.583 - 10.69

Total 18.23 Sqm 852.38 10 Sqm 1,554

6


Over top dome 2xπ 2.917 0.583 - 10.69

Total 18.23 Sqm 1029.89 10 Sqm 1,877

7 Ls 10,000

8 5.26 MT

51392.61

1 MT 2,70,428

9 1 Job 1500.0 1 Job 1,500

10 1 Job 300.0 1 Job 300

11 1 No 4000.0 1 Each 4,000

12 1 Job 75000.0 1 Job 75,000

13 1 No 2130.0 1 each 2,130


15 L.S.39586

Total Rs. � 8,00,000

In Rs lakhs 8.00














specifications






welded






sump well




: 51.26










Outer Dia : 5.00 m


Outer Dia : 4.70 m L 3





Dead storage 0.30 m

Free board 0.20 m

Abstract cum detailed estimate for Construction of 40 KL Sump at Bayanpally Est Cost in Rs Lakhs: 9.50

L B D

1


b 3-6 m depth

Sump Portion 1xπ/4 4.70 4.70 1.30 22.55

Suction pit 1 3.50 1.50 0.80 4.20

26.75 Cum 164.83 1 Cum 692

2

1xπ/4 5.00 5.00 0.30 5.89 Cum 4511.29 1 Cum 26,571

3




15.81 Cum 13492.45 1 Cum 2,13,316



e) Dome 2xπ 3.500 0.700 0.125 1.92 Cum 31104.83 1 Cum 59,721

Abstract cum detailed estimate for Construction of 40 KL Sump at Bayanpally

Sl.N

o.Description No.







MORTH







L B D

Sl.N

o.Description No.


4




84.66 Sqm 1542.40 10 Sqm 13,058

5


Over dome 2xπ 3.500 0.700 - 15.39

Total 24.25 Sqm 852.38 10 Sqm 2,067

6


Over top dome 2xπ 3.500 0.700 - 15.39

Total 24.25 Sqm 1029.89 10 Sqm 2,497

7 10,000

8 6.42 MT

51392.61

1 MT 3,29,941

9 1 Job 1500.0 1 Job 1,500

10 1 Job 300.0 1 Job 300

11 1 No 4000.0 1 Each 4,000

12 Provision for CI Specials 1 Job 75000.0 1 Job 75,000

13 1 No 2130.0 1 each 2,130


15 L.S.30866

Total Rs. � 9,50,000

In Rs lakhs 9.50













specifications






welded






sump well




: 91.13










Outer Dia : 6.40 m



Thickness of CC bed 0.30 m B 1.2

Radius of the Dome 4.67 m D 1



Dead storage 0.30 m

Free board 0.20 m

Abstract cum detailed estimate for Construction of 90 KL Sump at Suddulum Est Cost in Rs Lakhs: 13.00

L B D

Abstract cum detailed estimate for Construction of 90 KL Sump at Suddulum

Sl.N

o.Description No.


1


b 3-6 m depth

Sump Portion 1xπ/4 6.10 6.10 1.30 37.99

Suction pit 1 4.00 1.70 1.30 8.84

46.83 Cum 164.83 1 Cum 1,457

2

1xπ/4 6.40 6.40 0.30 9.65 Cum 4511.29 1 Cum 43,534

3

a) Floor slab 1xπ/4 6.400 6.400 0.400 12.87 Cum 8951.13 1 Cum 1,15,201



20.60 Cum 13492.45 1 Cum 2,77,944



e) Dome 2xπ 4.667 0.933 0.125 3.42 Cum 31104.83 1 Cum 1,06,379

Earthwork in excavation for structures as per drawing and technical specifications

Clause 305.1 including setting out, construction of shoring and bracing, removal of

stumps and other deleterious material and disposal upto a lead of 50 m, dressing of

sides and bottom and backfilling in trenches with excavated suitable material as per

Technical Specification 305 MORD / 304 MORTH

PCC (1:4:8) using 40 mm HBG metal including cost and conveyance of all materials

and labour charges etc., complete as per standard specifications for foundation

levelling course

RCC M30 Grade including cost and conveyence of all materials and labour charges

but excluding cost of steel and its fabrication charges etc., complete as per standard

specifications for

4




125.89 Sqm 1542.40 10 Sqm 19,417

5


Over dome 2xπ 4.667 0.933 - 27.37

Total 38.87 Sqm 852.38 10 Sqm 3,313

6


Over top dome 2xπ 4.667 0.933 - 27.37

Total 38.87 Sqm 1029.89 10 Sqm 4,003

7 10,000

8 8.90 MT

51392.61

1 MT 4,57,523

Snowcem painting with 2 coats over a primary coat including cost and conveyance

of all materials and labour charges etc., complete as per standard specifications

Providing of RCC Design railing of 65mm Thick including cost and conveyance of all

materials and labour charges etc., complete



36 mm dia including over laps and wastage, where they are not welded

Acco-proof Plastering with CM(1:3) prop. 12 mm thick with 2% acco-proof powder

including cost and conveyance of all materials and labour charges etc., complete as

per standard specifications for sump well


materials and labour charges etc., complete as per standard specifications for sump

well

9Provision for RCC central phenial as per

standard specifications1 Job 1500.0 1 Job 1,500

10Providing mesh to phenials including

all charges1 Job 300.0 1 Job 300

11Provision for RCC inside ladder as per

the standard specifications1 No 4000.0 1 Each 4,000


13

Supply and fixing of CI light type man

hole cover with frame of size 0.6 x

0.6m as per standard specification

1 No 2130.0 1 each 2,130

14 Vertical connections 1,15,644

15

Provision for unforeseen items such as

refilling the foundation with excavated

earth and rock cutting, etc.

L.S.

27918

Total Rs. � 13,00,000

In Rs lakhs 13.00





Abstract cum detailed estimate for Construction of 100 KL Sump at Musthapur Est Cost in Rs Lakhs: 15.00

L B D

1


b 3-6 m depth

Sump Portion 1xπ/4 6.70 6.70 1.30 45.83

Suction pit 1 5.50 1.70 0.80 7.48

53.31 Cum 164.83 1 Cum 1,233

2

1xπ/4 7.00 7.00 0.30 11.55 Cum 4511.29 1 Cum 52,105

3




22.96 Cum 13492.45 1 Cum 3,09,787



e) Dome 2xπ 5.167 1.033 0.125 4.19 Cum 31104.83 1 Cum 1,30,329

4




145.55 Sqm 1542.40 10 Sqm 22,450

5


Over dome 2xπ 5.167 1.033 - 33.55

Total 46.18 Sqm 852.38 10 Sqm 3,936

6


Over top dome 2xπ 5.167 1.033 - 33.55

Total 46.18 Sqm 1029.89 10 Sqm 4,756

7 10,000



specifications



Amount (Rs)






MORTH












sump well

Sl.N

o.Description No.

MeasurementsQty. Rate (Rs) per

8 10.13 MT

51392.61

1 MT 5,20,736

9Provision for RCC central phenial as

per standard specifications1 Job 1500.0 1 Job 1,500






13




1 No 2130.0 1 each 2,130


15

Provision for unforeseen items such

as refilling the foundation with


L.S.

52986

Total Rs. � 15,00,000

In Rs lakhs 15.00




welded

Abstract cum detailed estimate for Construction of 150 KL Sump at Jalalpur Est Cost in Rs Lakhs: 18.60

L B D

1


b 3-6 m depth

Sump Portion 1xπ/4 8.00 8.00 1.30 65.35

Suction pit 1 5.50 1.70 1.30 12.16

77.51 Cum 164.83 1 Cum 2,004

2

1xπ/4 8.30 8.30 0.30 16.23 Cum 4511.29 1 Cum 73,218

3




27.24 Cum 13492.45 1 Cum 3,67,534



e) Dome 2xπ 6.250 1.250 0.125 6.14 Cum 31104.83 1 Cum 1,90,984

4




192.23 Sqm 1542.40 10 Sqm 29,650

5


Over dome 2xπ 6.250 1.250 - 49.09

Total 64.17 Sqm 852.38 10 Sqm 5,470

6


Over top dome 2xπ 6.250 1.250 - 49.09

Total 64.17 Sqm 1029.89 10 Sqm 6,609

7 10,000



specifications



Amount (Rs)






MORTH












sump well

Sl.N

o.Description No.


8 12.71 MT

51392.61

1 MT 6,53,174








13




1 No 2130.0 1 each 2,130


15




L.S.

27669

Total Rs. � 18,60,000

In Rs lakhs 18.60




welded

Abstract cum detailed estimate for Construction of 150 KL Sump at Karpole Est Cost in Rs Lakhs: 18.50

L B D

1


b 3-6 m depth

Sump Portion 1xπ/4 8.00 8.00 1.30 65.35

Suction pit 1 5.50 1.70 1.30 12.16

77.51 Cum 164.83 1 Cum 2,004

2

1xπ/4 8.30 8.30 0.30 16.23 Cum 4511.29 1 Cum 73,218

3




27.24 Cum 13492.45 1 Cum 3,67,534



e) Dome 2xπ 6.250 1.250 0.125 6.14 Cum 31104.83 1 Cum 1,90,984

4




192.23 Sqm 1542.40 10 Sqm 29,650

5


Over dome 2xπ 6.250 1.250 - 49.09

Total 64.17 Sqm 852.38 10 Sqm 5,470

6


Over top dome 2xπ 6.250 1.250 - 49.09

Total 64.17 Sqm 1029.89 10 Sqm 6,609

7 10,000



specifications



Amount (Rs)






MORTH












sump well

Sl.N

o.Description No.


L B DAmount (Rs)

Sl.N

o.Description No.


8 12.71 MT 51392.60 1 MT 6,53,174








13




1 No 2130.0 1 each 2,130


15




L.S.

17669

Total Rs. � 18,50,000

In Rs lakhs 18.50







welded




: 172.30










Outer Dia : 8.50 m


Outer Dia : 8.20 m L 6

Thickness of CC bed 0.30 m B 1.5

Radius of the Dome 6.42 m D 1



Dead storage 0.30 m

Free board 0.20 m

Abstract cum detailed estimate for Construction of 170 KL Sump at Gulla small Est Cost in Rs Lakhs: 20.00

L B D

1


b 3-6 m depth

Sump Portion 1xπ/4 8.20 8.20 1.30 68.65

Suction pit 1 6.50 2.00 1.30 16.90

85.55 Cum 164.83 1 Cum 2,786

2

1xπ/4 8.50 8.50 0.30 17.02 Cum 4511.29 1 Cum 76,782

3




28.22 Cum 13492.45 1 Cum 3,80,757



e) Dome 2xπ 6.417 1.283 0.125 6.47 Cum 31104.83 1 Cum 2,01,248

Amount (Rs)



bracing, removal of stumps and other deleterious material and disposal upto a lead

of 50 m, dressing of sides and bottom and backfilling in trenches with excavated

suitable material as per Technical Specification 305 MORD / 304 MORTH





charges but excluding cost of steel and its fabrication charges etc., complete as per

standard specifications for

Abstract cum detailed estimate for Construction of 170 KL Sump at Gulla small

Sl.N

o.Description No.


L B DAmount (Rs)

Sl.N

o.Description No.


4




199.91 Sqm 1542.40 10 Sqm 30,834

5


Over dome 2xπ 6.417 1.283 - 51.74

Total 67.20 Sqm 852.38 10 Sqm 5,728

6


Over top dome 2xπ 6.417 1.283 - 51.74

Total 67.20 Sqm 1029.89 10 Sqm 6,921

7 10,000

8 13.22 MT

51392.61

1 MT 6,79,462

9 1 Job 1500.0 1 Job 1,500

10 1 Job 300.0 1 Job 300

11 1 No 4000.0 1 Each 4,000

12 1 Job 75000.0 1 Job 75,000

13 1 No 2130.0 1 each 2,130


15 L.S.180514

Total Rs. � 20,00,000

In Rs lakhs 20.00




Supply and fixing of CI light type man hole cover with frame of size 0.6

x 0.6m as per standard specification







Snowcem painting with 2 coats over a primary coat including cost and conveyance

of all materials and labour charges etc., complete as per standard specifications










materials and labour charges etc., complete as per standard specifications for sump

well

Est. cost in Rs lakhs 41.00

L B D

Capacity 202.16 cum

Length of sump 7.6 m

Width of sump 7.6 m

Depth of sump 4.05 m

Above GL 0.9 m

Raft 0.3 m

PCC 0.3 m

Top slab 0.15 m

Side wall width upto 2m 0.35 m

Side wall width above 2m 0.25 m

Dead Storage 0.15 Free Board 0.4

1

For sump Fdn. Up to 2m Depth 1 10.10 10.10 2.00 204.02

2m -3.00 m Depth 1 9.70 9.70 1.00 94.09

298.11 128.20 1 Cum 38,218

3 m -3.25 m Depth 1 9.70 9.70 1.05 98.79

For Suction Channel 2.5 Mts below

raft

1 7.60 6.35 2.50 120.65

219.44 164.83 1 Cum 36,170

2

For Total 1 9.40 9.40 0.30 26.51

26.51 5179.12 1 Cum 1,37,298

3

a) Raft slab 1 9.10 9.10 0.30 24.84

24.84 8951.13 1 Cum 2,22,346

b) Side wall 450 mm Thick L/W 2 6.15 0.45 1.900 10.52

Side wall 450 mm Thick at suction

side 2.5 Mts

2 4.90 0.45 1.900 8.38

18.90 10636.93 1 Cum 2,01,038

Amount (Rs)

Excavation in all kinds of soil including boulders upto 0.3m diameter for canal,seating of

embankment, filter drains / catch water drains etc., including dressingbed and sides to

required level and profile, cost of all materials, machinery,labour, placing the excavated soil

neatly in dump area or for the formation ofservice road / embankment as directed etc.,

complete with initial lead upto 1 km and all lifts.Labour Component (including contractor's

profit and Overheads) cum

Cement concrete (1:3:6) prop using 40 mm 60% and 20mm 40% gauge HG metalincluding cost &conveyance like cement, sand, coarse aggregate water etc., to site ,cost of seigniorage charges on all materials, all taxes, labour charges , for mixing ,laying, concrete in foundation ramming in 15 cm layers, finishing top surface to therequired level curing etc., complete for finished item of work as per (S.S. No. 402)

Supply and placing of the Design Mix Concrete corresponding to IS 456 using WEIGHBATCHER / MIXER with 20mm size graded machine crushed hard granite metal(coarse aggregate) from approved quarry including cost and conveyance of allmaterials like cement, fine aggregate (sand) coarse aggregate, water etc., to site andincluding Seigniorage charges, sales & other taxes on all materials including alloperational, incidental and labour charges such as weigh batching, machine mixing,laying concrete, curing etc.,complete but excluding cost of steel and its fabricationcharges for finished item of work (APSS No. 402)with minimum cement content asper IS code from standard suppliers approved by the department including pumping,centering, shuttering, laying concrete, vibrating, curing etc. complete but excludingcost of steel and its fabrication charges for finished item of work.

Sub estimate for Construction of 200 KL Sump at Mumbojipet

Sl.N

o.Description No.


L B DAmount (Rs)

Sl.N

o.Description No.


c) Side wall 350 mm Thick L/W 2 8.30 0.35 2.00 11.62

Side wall 350 mm Thick C/W 2 7.60 0.35 2.00 10.64

22.26 11268.84 1 Cum 2,50,844

d) Side wall 250 mm Thick L/W 2 8.10 0.25 2.05 8.30


16.09 12406.29 1 Cum 1,99,617

e) Haunch portion all round 1 30.50 0.30 0.15 1.37 8951.13 1 Cum 12,263

f) Columns 1 0.30 0.30 4.05 0.36

Additional Height at suction

Channel

1 0.30 0.30 1.90 0.17

0.53 10744.10 1 Cum 5,694

g) Beam at Roof level 1 8.10 0.23 0.30 0.56

1 7.60 0.23 0.30 0.52

Deduct Column Junctions 1 0.30 0.23 0.30 -0.02

1.06 6836.67 1 Cum 7,247

h) Roof Slab 1 8.70 8.70 0.15 11.35

Deduct Man Holes 8 0.60 0.60 0.15 -0.43

Central Phenial 0.5 0.30 0.30 0.15 -0.01

Air Vents 0.5 0.18 0.18 0.15 0.00

10.91 9783.09 1 Cum 1,06,734

4

Bottom of the sump 1 7.60 7.60 - 57.76

Side walls inside 2 7.60 - 4.05 61.56

2 7.60 - 4.05 61.56

Additional Height at suction Channel 2 5.70 - 1.90 21.66

2 4.45 1.90 16.91

Deduct Column Junctions (Bootom,

ceiling)

1 0.30 0.30 -0.09

Beam At column 8 0.30 0.23 -0.55

218.81 1542.40 10 Sqm 33,749

5

Side walls O/S all round above GL 4 8.10 - 0.90 29.16

Top slab ceiling 1 8.70 8.70 - 75.69

Beam sides 4 7.60 - 0.30 9.12

Roof slab projection (All round) 1 31.40 0.30 - 9.42

Salb Vertical face (All round) 4 8.70 - 0.15 5.22

Deduct Beam junctions at columns 2 0.30 - 0.30 -0.18

Man Holes 8 0.60 0.60 - -17.28

Central Phenial 0.5 0.30 0.30 - -0.27

Air Vents 0.5 0.18 0.18 - -0.10

Total 110.78 852.38 10 Sqm 9,443

6

Side wall Outside above GL 4 8.10 - 0.90 7.29

Roof slab projection 1 31.40 0.30 - 9.42


Deduct Man Holes 8 0.60 0.60 - -17.28

Central Phenial 0.5 0.30 0.30 - -0.27

Air Vents 0.5 0.18 0.18 - -0.10

Total 4.28 1029.89 10 Sqm 441

Snowcem painting with 2 coats over a primary coat including cost and conveyance of all

materials and labour charges etc., complete as per standard specifications

Acco-proof Plastering with CM(1:3) prop12mm thick with 2% acco-proof powder including

cost and conveyance of all materials and labour charges etc., complete as per standard

specifications for sump well

Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of all materials

and labour charges etc., complete as per standard specifications for sump well

L B DAmount (Rs)

Sl.N

o.Description No.


7 LS2,00,000

8 20.00 51392.61 1 MT 10,27,852

9 Bailing out water from channel with

oil engine driven and wages of driver

and helper etc., complete as per

standard specification

1 10.00 60.00 12.00 7200 56.81 1 4,09,032

10 Job 4,00,000

11 Job 3,00,000

12 Each 2,00,000

13 each 2,00,000

14 each 30,000

15 L.S.

72014

Total Rs. � 41,00,000




Supply and fixing of CI light type man hole cover with frame of size 0.6 x 0.6m as per


Cost supply and fixing of Water level indicator inclusive of all charges

Provision for unforeseen items such as refilling the foundation with excavated

earth and rock cutting, bailing out water etc.



Supply and delivery of Steel Reinforcement H.Y.S.D. confirming to

I.S.S. including cost & conveyance of all materials , cost of binding

wire and its fabrication charges, placing in position tying grills etc.,

complete.





L B D

Capacity 302.72 cum


Width of sump 9.3 m


Above GL 0.9 m

Raft 0.3 m

PCC 0.3 m

Top slab 0.15 m




1


2m -3.00 m Depth 1 11.40 11.40 1.00 129.96

408.44 128.20 1 Cum 52,362

3 m -3.25 m Depth 1 11.40 11.40 1.05 136.46


raft

1 9.30 6.35 2.50 147.64

284.10 164.83 1 Cum 46,828

2

For Total 1 11.10 11.10 0.30 36.96

36.96 5132.54 1 Cum 1,89,699

3

a) Raft slab 1 10.80 10.80 0.30 34.99

34.99 8951.13 1 Cum 3,13,200



side 2.5 Mts

2 4.90 0.45 1.900 8.38

21.80 10636.93 1 Cum 2,31,885

Amount (Rs)









Sub estimate for Construction of 300 KL Sump at Krishnanagar T

Sl.N

o.Description No.


L B DAmount (Rs)

Sl.N

o.Description No.




27.02 11268.84 1 Cum 3,04,484



19.58 12406.29 1 Cum 2,42,915

e) Haunch portion all round 1 37.30 0.30 0.15 1.68 8951.13 1 Cum 15,038

f) Columns 4 0.30 0.30 4.05 1.46


Channel

2 0.30 0.30 1.90 0.34

1.80 10744.10 1 Cum 19,339


2 9.30 0.23 0.30 1.28


2.55 6836.67 1 Cum 17,434

h) Roof Slab 1 10.40 10.40 0.15 16.22

Deduct Man Holes 8 0.60 0.60 0.15 -0.43

Central Phenial 2 0.30 0.30 0.15 -0.03

Air Vents 2 0.18 0.18 0.15 -0.01

15.75 9783.09 1 Cum 1,54,084

4



2 9.30 - 4.05 75.33


2 4.45 1.90 16.91


ceiling)

4 0.30 0.30 -0.36

Beam At column 16 0.30 0.23 -1.10

280.72 1542.40 10 Sqm 43,298

5


Top slab ceiling 1 10.40 10.40 - 108.16

Beam sides 8 9.30 - 0.30 22.32




Man Holes 8 0.60 0.60 - -17.28

Central Phenial 2 0.30 0.30 - -1.08

Air Vents 2 0.18 0.18 - -0.39

Total 163.99 852.38 10 Sqm 13,978

6




Deduct Man Holes 8 0.60 0.60 - -17.28

Central Phenial 2 0.30 0.30 - -1.08

Air Vents 2 0.18 0.18 - -0.39

Total 7.77 1029.89 10 Sqm 800








L B DAmount (Rs)

Sl.N

o.Description No.


7 LS2,00,000

8 20.00 51392.61 1 MT 10,27,852





1 10.00 60.00 12.00 7200 56.81 1 4,09,032

10 Job 4,00,000

11 Job 3,00,000

12 Each 2,00,000

13 each 2,00,000

14 each 30,000

15 L.S.

437772

Total Rs. � 48,50,000














complete.





L B D

Capacity 13585 cum


Width of sump 62.3 m


Above GL 0.9 m

Raft 0.3 m

PCC 0.3 m

Top slab 0.15 m




1


2m -3.00 m Depth 1 64.40 64.40 1.00 4147.36

12545.44 128.20 1 Cum 16,08,325

3 m -3.25 m Depth 1 64.40 64.40 1.05 4354.73


raft

1 21.47 6.35 2.50 340.78

4695.51 164.83 1 Cum 7,73,961

2

For Total 1 64.10 64.10 0.30 1232.64

1232.64 5652.29 1 Cum 69,67,239

3

a) Raft slab 1 63.80 63.80 0.30 1221.13

1221.13 9413.13 1 Cum 114,94,655



side 2.5 Mts

2 4.90 0.45 1.900 8.38

42.61 11098.93 1 Cum 4,72,925

Sub estimate for Construction of 13500 KL Clear Water Sump at Peddareddipet of Pulkal Mandal

Sl.N

o.Description No.










L B D

Sl.N

o.Description No.




175.42 11730.84 1 Cum 20,57,824



128.23 12868.29 1 Cum 16,50,101

e) Haunch portion all round 1 249.30 0.30 0.15 11.22 9413.13 1 Cum 1,05,615

f) Columns 256 0.30 0.30 4.05 93.31


Channel

16 0.30 0.30 1.90 2.74

96.05 11206.10 1 Cum 10,76,346


16 62.30 0.23 0.30 68.78


132.81 11193.33 1 Cum 14,86,586

h) Roof Slab 1 63.40 63.40 0.15 602.93

Deduct Man Holes 8 0.60 0.60 0.15 -0.43

Central Phenial 128 0.30 0.30 0.15 -1.73

Air Vents 128 0.18 0.18 0.15 -0.62

600.15 10245.03 1 Cum 61,48,555

4



2 62.30 - 4.05 504.63


2 4.45 1.90 16.91


ceiling)

256 0.30 0.30 -23.04

Beam At column 128 0.30 0.23 -8.83

4949.94 1658.20 10 Sqm 8,20,799

5


Top slab ceiling 1 63.40 63.40 - 4019.56

Beam sides 64 62.30 - 0.30 1196.16




Man Holes 8 0.60 0.60 - -17.28

Central Phenial 128 0.30 0.30 - -69.12

Air Vents 128 0.18 0.18 - -24.88

Total 5397.54 869.75 10 Sqm 4,69,451

6




Deduct Man Holes 8 0.60 0.60 - -17.28

Central Phenial 128 0.30 0.30 - -69.12

Air Vents 128 0.18 0.18 - -24.88

Total 58.34 1029.89 10 Sqm 6,008








L B D

Sl.N

o.Description No.


7 LS3,00,000

8 250.00 50915.43 1 MT 127,28,858





1 10.00 60.00 12.00 7200 56.81 1 LS 4,00,000

10 Job 4,00,000

11 Job 3,00,000

12 Each 3,00,000

13 Each 2,00,000

14 Each 30,000

15 L.S.

302752

Total Rs. � 501,00,000






Providing of RCC Design railing of 65mm Thick including cost and conveyance of all materials

and labour charges etc., complete




complete.




Detailed cum Abstract Estimate

45.0 10.0

Quantity Rate AmountSl No. No. L B D

1

All round 1 110.92 0.6 0.75 49.9 Ext-columns 32 1.5 1.5 1.50 108.0 Steps 2 10.0 1.2 0.60 14.4 Deduction 32 0.6 1.5 0.75 -21.6

Total 150.71 128.20 19322.00

2

c-footings 32 1.5 1.5 0.30 21.6 All round 1 110.9 0.6 0.15 10.0 Deductions 32 0.6 1.5 0.15 -4.3

Total 27.26 1560.60 42546.00

3

footings 32 1.5 1.5 0.30 21.6 All round 1 110.9 0.6 0.15 10.0 Steps 2 10.0 1.2 0.30 7.2 Deductions 32 1.5 0.6 0.15 -4.3

Name of the work: Construction of the Pump house of size 45mx10m at Rahapahad

Name of the work: Construction of the Pump house of size ESTIMATED COST: 62.0 Lakhs

Description Dimensions



stumps and other deleterious material and disposal upto a lead of 50 m, dressing

of sides and bottom and backfilling in trenches with excavated suitable material as

per Technical Specification 305 MORD / 304 MORTH

Filling the Foundation with sand including cost,

conveyance ,watering and ramming etc complete.

CC(1:4:8)using 40 mm HBG metal icluding Cost and

conveyance of the all materials etc complete.

Total 34.5 4511.29 155472.00

4

footings 32 1.5 1.5 0.25 18.0 C-Raft 32 0.85 0.85 0.40 9.2

Total 27.2 8537.99 232643.00

5

32 0.3 0.45 3.00 13.0 10300.63 133496.00

32 0.3 0.45 3.70 16.0 10365.20 165677.00

6

Short beams 16 10.30 0.3 0.45 22.2 Long beams 2 45.45 0.3 0.45 12.3

Total 34.5 10757.93 371358.00

7

1st footing 1 110.92 0.6 0.6 39.93 2nd footings 1 110.92 0.45 0.6 29.95

Steps 1st

2 10.0 1.2 0.30 7.20

Step 2nd

2 10.0 0.9 0.30 5.40Deduct: Column portion 32 0.3 0.45 0.60 -2.59

Total 79.9 3722.90 297414.00

8

Over door 2 0.3 0.23 0.10 0.01

VRCC(1:1.5:3) using 20 mm HBG metal including cost and

conveyance of all the materials,but excluding the cost of the

steel etc complete for Columns footing



steel etc complete for Columns



steel etc complete for Beams (plinth)

RR Masonary with CM(1:6) using rough stone (HBG) including

cost and conveyance of all the materials etc complete

VCC(1:1.5:3) using 20 mm HBG metal including cost and

conveyance of all the materials etc complete for Bed Blocks

Over door 2 0.3 0.23 0.10 0.01 Over windows 30 0.3 0.23 0.10 0.21

Total 0.22 8032.41 1774.00




9

Lintel : Over door 1 112 0.23 0.30 7.69 Deductions 32 0.30 0.45 0.30 -1.3

Total 6.40 10644.89 68101.00Beam for Gantry Girder 2 10.0 0.30 0.45 2.70

2 45.0 0.30 0.45 12.15Add for projection 28 0.75 0.3 0.45 2.84

Deductions 32 0.30 0.45 0.30 -1.3Total 16.39 10757.93 176312.00

Roof Beams 16 10.0 0.3 0.45 21.602 45.0 0.3 0.45 12.15

Total 33.75 11137.01 375874.00

10

Over door 1 112 0.6 - 66.90 SqmTotal 66.90 10644.53 71212.00

11

1 11.06 46.06 - 509.42 12998.64 662181.00



steel etc complete for Lintel /Tie Beams / roof Beams

VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades of

Size 75 mm thick at one end 50mm other end and 600mm

width ,including cost and conveyance of all the materials, but

excluding the cost of the steel etc complete



steel etc complete for Roof Slab with125 mm Thick Per 10

Sqm1 11.06 46.06 - 509.42 12998.64 662181.00

12

All round upto 3m 1 110.92 0.23 3.00 76.53DeductionsWindows 30 1.5 1.20 0.23 -12.42Shutters 2 3.6 3.00 0.23 -4.97 Lintels Same quantity as above -6.40Beam for Gantry Girder Same quantity as above -16.39 Ventilators 34 0.9 0.23 0.3 -2.11

Total 34.24 5054.37 173079.00All round above 3m 1 110.92 0.23 2.55 65.05 5763.33 374905.00

13

Alround Basement 1 112.12 0.60 - 67.27 624.80 4203.00

14

Out side all round upto 3m 1 111.84 3.00 - 335.52In side all round 1 110.00 3.00 - 330.00Deductions

Doors 2 3.60 3.00 - -21.60Windows 30 1.50 1.20 - -54.00Ventilators 34 0.30 0.90 - -9.18

Total 580.74 2933.41 170355.00Out side all round above 3m 1 111.84 3.00 - 335.52In side all round 1 110.00 3.00 - 330.00Ceiling 1 10.00 45.00 - 450.00

1115.52 3014.99 336329.00

15

Brick Masonary with CM(1:6) using Second Class Bricks

including cost and conveyance of all the materials etc

complete

Flush Pointing with CM(1:3) including cost and conveyance of

all the materials etc complete

Cement plastering with CM(1:5),8mm thick and CM (1:3)

4mm thick including cost and conveyance of all the materials

ect complete.

Accoproof plastering with CM(1:5),12mm thick including

cost and conveyance of all the materials ect complete.

1 46.06 11.06 - 509.42 1542.40 78574.00




17

1 10.00 45.00 - 450.00 6580.99 296145.00

18

Doors 2 2.25 3.60 3.00 48.60Windows 30 2.75 1.50 1.20 148.50

Total 197.10 2136.60 42113.00

20

Inside & Out Side Same quantity as above 1696.26 1029.89 174697.00

21

2 3.60 3.00 - 21.60 4062.87 87758.00

2230 LS 300000.00

23

34 LS 170000.00

Flooring with CC (1:4:8) using 40mm HBG metal for

100mm thick and Top plastering with CM(1:3) ,20mm thick

including cost and conveyance of all the materials ect

complete.

Synthetic Enamel painting over primary coat and Enamel

painting in two caots including cost and conveyance of all the

materials etc., complete

Snowcem painting including cost and conveyance of all the


Supply and fixing of Rolling Shutter Size 3.60 X 3.00m With

angular frame CR Sheet including fixtures , fasteners including

csot and conveyance of the all the materials , labour charges

ect complete.

Supply and fixing of the MS windows

Supply and fixing of the Ready made Ventilators of Size

0.9x0.30 including csot and conveyance of the all the

materials , labour charges ect complete.

24 21.71 51392.61 1115928.00

25 Provision towards Electricity 50000.00

6147468

26 52532Total � 62,00,000




Supply and placing of the HYSD bars, fabrication including

cost and conveyance of all the materials etc complete.

Sub Total

Unforcein items


4.0 3.0


1


Total 21.83 128.20 2799.00

2


Total 3.50 1560.60 5466.00

3


Name of the work: Construction of the Pump house of size 4mx3m at Mumbojipet













4

footings 4 1.5 1.5 0.25 2.3 C-Raft 4 0.85 0.85 0.40 1.2

Total 3.4 8537.99 29080.00

5

4 0.3 0.30 3.00 1.1 10300.63 11125.00

4 0.3 0.3 0.85 0.3 10365.20 3172.00

6


Total 1.4 10757.93 14717.00

7


Steps 1st

2 3.0 1.2 0.30 2.16

Step 2nd


Total 13.0 3722.90 48262.00

8

Over door 2 0.3 0.23 0.10 0.01















Total 0.03 8032.41 222.00




9





Roof Beams 2 3.0 0.3 0.30 0.542 4.0 0.3 0.30 0.72

Total 1.26 11137.01 14033.00

10


11

1 4.06 5.06 - 20.54 12998.64 26704.00











Sqm

12


Total 2.03 5054.37 10246.00All round above 3m 1 14.92 0.23 -0.30 -1.03 5763.33 -5936.00

13


14




12.00 3014.99 3618.00

15



complete





ect complete.



1 5.06 4.06 - 20.54 1542.40 3169.00




17

1 3.00 4.00 - 12.00 6580.99 7898.00

18

Doors 2 2.25 3.60 3.00 48.60Windows 2 2.75 1.50 1.20 9.90

Total 58.50 2136.60 12500.00

20


21

2 3.60 3.00 - 21.60 4062.87 87758.00

222 LS 20000.00

23

6 LS 30000.00




complete.









ect complete.





24 1.18 51392.61 60444.00


519631

26 80369Total � 6,00,000






Sub Total

Unforcein items


4.0 3.0


1


Total 21.83 128.20 2799.00

2


Total 3.50 1560.60 5466.00

3


Name of the work: Construction of the Pump house of size 4mx3m at Bayanpalli













4

footings 4 1.5 1.5 0.25 2.3 C-Raft 4 0.85 0.85 0.40 1.2

Total 3.4 8537.99 29080.00

5

4 0.3 0.30 3.00 1.1 10300.63 11125.00

4 0.3 0.3 0.85 0.3 10365.20 3172.00

6


Total 1.4 10757.93 14717.00

7


Steps 1st

2 3.0 1.2 0.30 2.16

Step 2nd


Total 13.0 3722.90 48262.00

8

Over door 2 0.3 0.23 0.10 0.01















Total 0.03 8032.41 222.00




9





Roof Beams 2 3.0 0.3 0.30 0.542 4.0 0.3 0.30 0.72

Total 1.26 11137.01 14033.00

10


11

1 4.06 5.06 - 20.54 12998.64 26704.00











Sqm

12



13


14




12.00 3014.99 3618.00

15



complete





ect complete.



1 5.06 4.06 - 20.54 1542.40 3169.00




17

1 3.00 4.00 - 12.00 6580.99 7898.00

18

Doors 2 2.25 3.60 3.00 48.60Windows 2 2.75 1.50 1.20 9.90

Total 58.50 2136.60 12500.00

20


21

2 3.60 3.00 - 21.60 4062.87 87758.00

222 LS 20000.00

23

6 LS 30000.00




complete.









ect complete.





24 1.18 51392.61 60444.00


519631

26 80369Total � 6,00,000






Sub Total

Unforcein items


4.0 3.0


1


Total 21.83 128.20 2799.00

2


Total 3.50 1560.60 5466.00

3

footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Steps 2 3.0 1.2 0.30 2.2










Name of the work: Construction of the Pump house of size 4mx3m at Gulla Small

Name of the work: Construction of the Pump house of size

ESTIMATED COST: 6.0 Lakhs


Steps 2 3.0 1.2 0.30 2.2 Deductions 4 1.5 0.6 0.15 -0.5

Total 5.7 4511.29 25547.00

4

footings 4 1.5 1.5 0.25 2.3 C-Raft 4 0.85 0.85 0.40 1.2

Total 3.4 8537.99 29080.00

5

4 0.3 0.30 3.00 1.1 10300.63 11125.00

4 0.3 0.3 0.85 0.3 10365.20 3172.00

6


Total 1.4 10757.93 14717.00

7


Steps 1st

2 3.0 1.2 0.30 2.16

Step 2nd


Total 13.0 3722.90 48262.00

8















Total 0.03 8032.41 222.00




9





Roof Beams 2 3.0 0.3 0.30 0.542 4.0 0.3 0.30 0.72

Total 1.26 11137.01 14033.00

10


11

1 4.06 5.06 - 20.54 12998.64 26704.00











Sqm1 4.06 5.06 - 20.54 12998.64 26704.00

12



13


14




12.00 3014.99 3618.00

15



complete





ect complete.



1 5.06 4.06 - 20.54 1542.40 3169.00




17

1 3.00 4.00 - 12.00 6580.99 7898.00

18

Doors 2 2.25 3.60 3.00 48.60Windows 2 2.75 1.50 1.20 9.90

Total 58.50 2136.60 12500.00

20


21

2 3.60 3.00 - 21.60 4062.87 87758.00

222 LS 20000.00

23

6 LS 30000.00






ect complete.








complete.




24 1.18 51392.61 60444.00


519631

26 80369Total � 6,00,000






Sub Total

Unforcein items


4.0 3.0


1


Total 21.83 128.20 2799.00

2


Total 3.50 1560.60 5466.00

3


Total 5.7 4511.29 25547.00

Name of the work: Construction of the Pump house of size 4mx3m at Jalalpur












Total 5.7 4511.29 25547.00

4

footings 4 1.5 1.5 0.25 2.3 C-Raft 4 0.85 0.85 0.40 1.2

Total 3.4 8537.99 29080.00

5

4 0.3 0.30 3.00 1.1 10300.63 11125.00

4 0.3 0.3 0.85 0.3 10365.20 3172.00

6


Total 1.4 10757.93 14717.00

7


Steps 1st

2 3.0 1.2 0.30 2.16

Step 2nd


Total 13.0 3722.90 48262.00

8















Over windows 2 0.3 0.23 0.10 0.01Total 0.03 8032.41 222.00




9





Roof Beams 2 3.0 0.3 0.30 0.542 4.0 0.3 0.30 0.72

Total 1.26 11137.01 14033.00

10


11

1 4.06 5.06 - 20.54 12998.64 26704.00











Sqm

12



13


14




12.00 3014.99 3618.00

15



complete





ect complete.



1 5.06 4.06 - 20.54 1542.40 3169.00




17

1 3.00 4.00 - 12.00 6580.99 7898.00

18

Doors 2 2.25 3.60 3.00 48.60Windows 2 2.75 1.50 1.20 9.90

Total 58.50 2136.60 12500.00

20


21

2 3.60 3.00 - 21.60 4062.87 87758.00

222 LS 20000.00

23

6 LS 30000.00




complete.









ect complete.





24 1.18 51392.61 60444.00


519631

26 80369Total � 6,00,000






Sub Total

Unforcein items


4.0 3.0


1


Total 21.83 128.20 2799.00

2


Total 3.50 1560.60 5466.00

3


Name of the work: Construction of the Pump house of size 4mx3m at Karpole














Total 5.7 4511.29 25547.00

4

footings 4 1.5 1.5 0.25 2.3 C-Raft 4 0.85 0.85 0.40 1.2

Total 3.4 8537.99 29080.00

5

4 0.3 0.30 3.00 1.1 10300.63 11125.00

4 0.3 0.3 0.85 0.3 10365.20 3172.00

6


Total 1.4 10757.93 14717.00

7


Steps 1st

2 3.0 1.2 0.30 2.16

Step 2nd


Total 13.0 3722.90 48262.00

8















Total 0.03 8032.41 222.00




9





Roof Beams 2 3.0 0.3 0.30 0.542 4.0 0.3 0.30 0.72

Total 1.26 11137.01 14033.00

10


11

1 4.06 5.06 - 20.54 12998.64 26704.00











Sqm

12



13


14




12.00 3014.99 3618.00

15



complete





ect complete.



1 5.06 4.06 - 20.54 1542.40 3169.00




17

1 3.00 4.00 - 12.00 6580.99 7898.00

18

Doors 2 2.25 3.60 3.00 48.60Windows 2 2.75 1.50 1.20 9.90

Total 58.50 2136.60 12500.00

20


21

2 3.60 3.00 - 21.60 4062.87 87758.00

222 LS 20000.00

23

6 LS 30000.00




complete.









ect complete.





24 1.18 51392.61 60444.00


519631

26 80369Total � 6,00,000






Sub Total

Unforcein items


4.0 3.0


1


Total 21.83 128.20 2799.00

2


Total 3.50 1560.60 5466.00

3











Name of the work: Construction of the Pump house of size 4mx3m at Mustafur





Total 5.7 4511.29 25547.00

4

footings 4 1.5 1.5 0.25 2.3 C-Raft 4 0.85 0.85 0.40 1.2

Total 3.4 8537.99 29080.00

5

4 0.3 0.30 3.00 1.1 10300.63 11125.00

4 0.3 0.3 0.85 0.3 10365.20 3172.00

6


Total 1.4 10757.93 14717.00

7


Steps 1st

2 3.0 1.2 0.30 2.16

Step 2nd


Total 13.0 3722.90 48262.00

8















Total 0.03 8032.41 222.00




9





Roof Beams 2 3.0 0.3 0.30 0.542 4.0 0.3 0.30 0.72

Total 1.26 11137.01 14033.00

10


11

1 4.06 5.06 - 20.54 12998.64 26704.00











Sqm1 4.06 5.06 - 20.54 12998.64 26704.00

12



13


14




12.00 3014.99 3618.00

15



complete





ect complete.



1 5.06 4.06 - 20.54 1542.40 3169.00




17

1 3.00 4.00 - 12.00 6580.99 7898.00

18

Doors 2 2.25 3.60 3.00 48.60Windows 2 2.75 1.50 1.20 9.90

Total 58.50 2136.60 12500.00

20


21

2 3.60 3.00 - 21.60 4062.87 87758.00

222 LS 20000.00

23

6 LS 30000.00






ect complete.








complete.




24 1.18 51392.61 60444.00


519631

26 80369Total � 6,00,000






Sub Total

Unforcein items


4.0 3.0


1


Total 21.83 128.20 2799.00

2


Total 3.50 1560.60 5466.00

3


Name of the work: Construction of the Pump house of size 4mx3m at Raitu Nagar













Total 5.7 4511.29 25547.00

4

footings 4 1.5 1.5 0.25 2.3 C-Raft 4 0.85 0.85 0.40 1.2

Total 3.4 8537.99 29080.00

5

4 0.3 0.30 3.00 1.1 10300.63 11125.00

4 0.3 0.3 0.85 0.3 10365.20 3172.00

6


Total 1.4 10757.93 14717.00

7


Steps 1st

2 3.0 1.2 0.30 2.16

Step 2nd


Total 13.0 3722.90 48262.00

8















Total 0.03 8032.41 222.00




9





Roof Beams 2 3.0 0.3 0.30 0.542 4.0 0.3 0.30 0.72

Total 1.26 11137.01 14033.00

10


11

1 4.06 5.06 - 20.54 12998.64 26704.00











Sqm

12



13


14




12.00 3014.99 3618.00

15



complete





ect complete.



1 5.06 4.06 - 20.54 1542.40 3169.00




17

1 3.00 4.00 - 12.00 6580.99 7898.00

18

Doors 2 2.25 3.60 3.00 48.60Windows 2 2.75 1.50 1.20 9.90

Total 58.50 2136.60 12500.00

20


21

2 3.60 3.00 - 21.60 4062.87 87758.00

222 LS 20000.00

23

6 LS 30000.00




complete.









ect complete.





24 1.18 51392.61 60444.00


519631

26 80369Total � 6,00,000






Sub Total

Unforcein items


4.0 3.0


1


Total 21.83 128.20 2799.00

2


Total 3.50 1560.60 5466.00

3


Total 5.7 4511.29 25547.00










Name of the work: Construction of the Pump house of size 4mx3m at Suddulum



Total 5.7 4511.29 25547.00

4

footings 4 1.5 1.5 0.25 2.3 C-Raft 4 0.85 0.85 0.40 1.2

Total 3.4 8537.99 29080.00

5

4 0.3 0.30 3.00 1.1 10300.63 11125.00

4 0.3 0.3 0.85 0.3 10365.20 3172.00

6


Total 1.4 10757.93 14717.00

7


Steps 1st

2 3.0 1.2 0.30 2.16

Step 2nd


Total 13.0 3722.90 48262.00

8

Over door 2 0.3 0.23 0.10 0.01














2 0.3 0.23 0.10 0.01 Over windows 2 0.3 0.23 0.10 0.01

Total 0.03 8032.41 222.00




9





Roof Beams 2 3.0 0.3 0.30 0.542 4.0 0.3 0.30 0.72

Total 1.26 11137.01 14033.00

10


11

1 4.06 5.06 - 20.54 12998.64 26704.00











Sqm1 4.06 5.06 - 20.54 12998.64 26704.00

12



13


14




12.00 3014.99 3618.00

15



complete





ect complete.



1 5.06 4.06 - 20.54 1542.40 3169.00




17

1 3.00 4.00 - 12.00 6580.99 7898.00

18

Doors 2 2.25 3.60 3.00 48.60Windows 2 2.75 1.50 1.20 9.90

Total 58.50 2136.60 12500.00

20


21

2 3.60 3.00 - 21.60 4062.87 87758.00

222 LS 20000.00

23

6 LS 30000.00






ect complete.








complete.




24 1.18 51392.61 60444.00


519631

26 80369Total � 6,00,000





Sub Total

Unforcein items


4.0 3.0


1


Total 21.83 128.20 2799.00

2


Total 3.50 1560.60 5466.00

3











Name of the work: Construction of the Pump house of size 4mx3m at Thadgur Small




4

footings 4 1.5 1.5 0.25 2.3 C-Raft 4 0.85 0.85 0.40 1.2

Total 3.4 8537.99 29080.00

5

4 0.3 0.30 3.00 1.1 10300.63 11125.00

4 0.3 0.3 0.85 0.3 10365.20 3172.00

6


Total 1.4 10757.93 14717.00

7


Steps 1st

2 3.0 1.2 0.30 2.16

Step 2nd


Total 13.0 3722.90 48262.00

8

Over door 2 0.3 0.23 0.10 0.01















Total 0.03 8032.41 222.00




9





Roof Beams 2 3.0 0.3 0.30 0.542 4.0 0.3 0.30 0.72

Total 1.26 11137.01 14033.00

10


11

1 4.06 5.06 - 20.54 12998.64 26704.00











Sqm1 4.06 5.06 - 20.54 12998.64 26704.00

12



13


14




12.00 3014.99 3618.00

15



complete





ect complete.



1 5.06 4.06 - 20.54 1542.40 3169.00




17

1 3.00 4.00 - 12.00 6580.99 7898.00

18

Doors 2 2.25 3.60 3.00 48.60Windows 2 2.75 1.50 1.20 9.90

Total 58.50 2136.60 12500.00

20


21

2 3.60 3.00 - 21.60 4062.87 87758.00

222 LS 20000.00

23

6 LS 30000.00






ect complete.








complete.




24 1.18 51392.61 60444.00


519631

26 80369Total � 6,00,000






Sub Total

Unforcein items


14.0 10.0


1


Total 68.81 128.20 8822.00

2


Total 10.88 1560.60 16984.00

3


Name of the work: Construction of the Pump house of size 14mx10m at Krishna Nagar T













4

footings 12 1.5 1.5 0.25 6.8 C-Raft 12 0.85 0.85 0.40 3.5

Total 10.2 8537.99 87241.00

5

12 0.3 0.45 3.00 4.9 10300.63 50061.00

12 0.3 0.45 3.70 6.0 10365.20 62129.00

6


Total 12.2 10757.93 131725.00

7


Steps 1st

2 10.0 1.2 0.30 7.20

Step 2nd


Total 42.4 3722.90 158028.00

8

Over door 2 0.3 0.23 0.10 0.01















Total 0.08 8032.41 665.00




9





Roof Beams 6 10.0 0.3 0.45 8.102 14.0 0.3 0.45 3.78

Total 11.88 11137.01 132308.00

10


11

1 11.06 15.06 - 166.56 12998.64 216510.00











Sqm1 11.06 15.06 - 166.56 12998.64 216510.00

12



13


14




433.52 3014.99 130706.00

15



complete





ect complete.



1 15.06 11.06 - 166.56 1542.40 25691.00




17

1 10.00 14.00 - 140.00 6580.99 92134.00

18

Doors 2 2.25 3.60 3.00 48.60Windows 10 2.75 1.50 1.20 49.50

Total 98.10 2136.60 20961.00

20


21

2 3.60 3.00 - 21.60 4062.87 87758.00

2210 LS 100000.00

23

14 LS 70000.00




complete.









ect complete.





24 7.54 51392.61 387413.00


2428670

26 71330Total � 25,00,000






Sub Total

Unforcein items


60.0 15.0


1


Total 202.91 128.20 26014.00

2


Total 36.26 1560.60 56592.00

3











Name of the work: Construction of the Pump house of size 60mx15m at Peddareddipet (Head Works)





Total 47.1 4511.29 212314.00

4

footings 42 1.5 1.5 0.25 23.6 C-Raft 42 0.85 0.85 0.40 12.1

Total 35.8 8537.99 305344.00

5

42 0.45 0.60 3.00 34.0 10300.63 350427.00

42 0.45 0.6 3.55 40.3 10365.20 417272.00

6


Total 120.2 10757.93 1293582.00

7


Steps 1st

2 15.0 1.2 0.30 10.80

Step 2nd


Total 107.2 3722.90 399004.00

8















Total 0.29 8032.41 2328.00




9





Roof Beams 21 15.0 0.5 0.45 63.792 60.0 0.5 0.45 24.30

Total 88.09 11137.01 981031.00

10


11

1 16.06 61.06 - 980.62 12998.64 1274677.00











Sqm1 16.06 61.06 - 980.62 12998.64 1274677.00

12



13


14




1805.52 3014.99 544363.00

15



complete





ect complete.



1 61.06 16.06 - 980.62 1542.40 151252.00




17

1 15.00 60.00 - 900.00 6580.99 592290.00

18

Doors 2 2.25 3.60 3.00 48.60Windows 40 2.75 1.50 1.20 198.00

Total 246.60 2136.60 52689.00

20


21

2 3.60 3.00 - 21.60 4062.87 87758.00

2240 LS 400000.00

23

44 LS 220000.00






ect complete.








complete.




24 43.27 51392.61 2223600.00


11425073

26 74927Total � 115,00,000






Sub Total

Unforcein items

Est.Cost Rs 14.00 lakhs

Nos L B D

1

column footings 12.0 1.2 1.2 1.50 25.92

alround 1.0 31.72 0.9 0.60 17.13

long wall 1.0 9.53 0.9 0.60 5.15

cross walls 4.0 2.27 0.9 0.60 4.90

platform 1.0 7 0.6 0.60 2.52

deduction 12.0 1.2 1.2 0.60 -10.37

Total 45.25 128.20 5801.00

2

column footings 12.0 1.2 1.2 0.20 3.46

alround 1.0 31.72 0.9 0.20 5.71

long wall 1.0 9.53 0.9 0.20 1.72

cross walls 4.0 2.27 0.9 0.20 1.63

platform 1.0 7 0.6 0.20 0.84

deduction 12.0 1.2 1.2 0.20 -3.46

Total 9.90 1560.60 15450.00

3

column footings 12.0 1.2 1.2 0.30 5.18

alround 1.0 31.72 0.9 0.30 8.56

long wall 1.0 9.53 0.9 0.30 2.57

cross walls 4.0 2.27 0.9 0.30 2.45

platform 1.0 7 0.6 0.15 0.63

deduction 12.0 1.2 1.2 0.30 -5.18

14.21 4605.79 65448.00

4

first footing 1.0 28.96 0.6 0.60 10.43

second footing 1.0 28.96 0.45 0.45 5.86

third footing 1.0 28.96 0.3 0.30 2.61

long wall first footing 1.0 8.84 0.6 0.60 3.18

long wall second footing 1.0 8.84 0.45 0.45 1.79

long wall third footing 1.0 8.84 0.3 0.30 0.80

cross walls first footing 4.0 2.04 0.6 0.60 2.94

cross walls second footing 4.0 2.04 0.45 0.45 1.65

cross walls third footing 4.0 2.04 0.3 0.30 0.73

platform 7.0 0.6 0.6 0.45 1.13

platform 7.0 0.3 0.45 0.30 0.28

31.40 3838.39 120525.00

5

12 0.4305 5.166 8632.50 44595.00

Amount

Earth work excavation in all type of soils with intial lead

and lift etc complete

Filling the Foundation with sand including

cost,conveyance ,watering and ramming etc complete.



RR Masonary with CM(1:6) using rough stone (HBG)


complete

VRCC(1:1.5:3) using 20 mm HBG metal including cost

and conveyance of all the materials,but excluding the

cost of the steel etc complete for Columns footing

TELANGANA DRINKING WATER SUPPLY PROJECT -

SEGMENT-12 IN NIZAMABAD DISTRICT

Detailed cum abstract Estimate

Name of the Sub work : Construction of Watch man and Operator Quarter at Rahapahad Pump House

Sl.N

o DescriptionDimensions

Qty Rate

Nos L B DAmount


Sl.N


Qty Rate

6

Door 1 2.0 2.25 0.23 0.23 0.24

Door 2 4.0 2.1 0.23 0.23 0.44

Door 3 2.0 1.65 0.23 0.23 0.17

Window 1 2.0 2.1 0.23 0.23 0.22

Window 2 2.0 1.8 0.23 0.23 0.19

ventilator 2.0 1 0.23 0.23 0.11

1.37 10739.38 14713.00

7

Columns 12.0 0.23 0.23 5.03 3.19 10395.12 33160.00

8

Beams(F) 1.0 27.515 0.23 0.30 1.90

Beams(R) 1.0 27.515 0.23 0.30 1.90

3.80 10852.43 41239.00

8

Beams(F) 1.0 27.515 0.23 0.30 1.90

Beams(R) 1.0 27.515 0.23 0.30 1.90

3.80 10852.43 41239.00

9

Door 1 2.0 1.05 0.6 0.0625 0.08

Window 1 2.0 1.2 0.6 0.0625 0.09

Window 2 2.0 0.9 0.6 0.0625 0.07

0.24 10715.40 2572.00

10

1.0 9.76 6.56 64.03 13116.76 83987.00

11

out side 1.0 50.78 0.23 3.15 36.79

inside 2.0 6 0.1 3.15 3.78

inside 2.0 2.5 0.1 3.15 1.58

Deductions

Door 1 2.0 1.05 2 0.23 -0.97

Door 2 4.0 0.9 2 0.10 -0.72

Door 3 2.0 0.75 2 0.10 -0.30

Window 1 2.0 1.2 1.2 0.23 -0.66

Window 2 2.0 0.9 1.2 0.23 -0.50

out side Coulmns 10.0 0.23 0.23 3.00 -1.59

Ventilators 2.0 0.6 0.23 0.23 -0.06

37.35 5054.37 188781.00

Brick Masonry with CM(1:6) using Second Class Bricks


complete



cost of the steel etc complete for Lintel Beams



cost of the steel etc complete for Columns



cost of the steel etc complete for Plinth Beams



cost of the steel etc complete for Beams

VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades

of Size 75 mm thick at one end 50mm other end and

600mm width ,including cost and conveyance of all the

materials,but excluding the cost of the steel etc complete



cost of the steel etc complete for Roof Slab with

125mm Thick

Nos L B DAmount


Sl.N


Qty Rate

12

Door 1 of 2.00 x 1.05 mts 2 LS 10000.00

Door 2 of 2.00 x 0.90 mts 4 LS 14000.00

Door 3 of 2.00 x 0.75 mts 2 LS 6000.00

13

Window 1 of size 1.20 X 1.20 mts2 LS 6000.00


14

Hall 2 2.94 2.94 17.29

bed room 2 3.47 2.94 20.40

Kitchen 2 2.44 1.57 7.66

Toilets 2 2.44 1.14 5.56

Platform 1 7.00 0.6 4.20

55.11 6675.49 36789.00

15

Inside & out side A/R 1 114.64 3.15 361.12

Deductions

Door 1 2 1.05 2 -4.20

Door 2 4 0.90 2 -7.20

Door 3 2 0.75 2 -3.00

Window 1 2 1.20 1.2 -2.88

Window 2 2 0.90 1.2 -2.16

Ventilators 2 0.60 0.23 -0.28

341.40 2933.41 100147.00

16

Roof slab 1 9.76 6.56 64.03 1542.40 9876.00

18

341.40 1029.89 35160.00

Snowcem painting including cost and conveyance of all

the materials ect complete.

Supply and fixing of the Sal Wood Door With angular

frame CR Sheet including fixtures , fasteners including

csot and conveyance of the all the materials , labour

charges ect complete.

Supply and fixing of the Sal Wood Windows of Size 0.9 X

1.20m With angular frame CR Sheet including fixtures ,

fasteners including csot and conveyance of the all the


Flooring with CC(1:4:8) using 40mm HBG metal for

100mm thick and Top plastering with CM(1:3) ,20mm

thick including cost and conveyance of all the materials

ect complete.

Cement plastering with CM(1:5),8mm thick and CM

(1:3) 4mm thick including cost and conveyance of all the


Accoproof plastering with CM(1:5),12mm thick


complete.

Nos L B DAmount


Sl.N


Qty Rate

19

Door 1 2 1.05 2 4.20

Door 2 4 0.90 2 7.20

Door 3 2 0.75 2 3.00

Window 1 2 1.20 1.2 2.88

Window 2 2 0.90 1.2 2.16

19.44 2136.60 4154.00

20

3.60 51392.61 184774.00

Provision towards Electricity 100000.00

Provision towards Water supply and Sanitation 100000.00

21

2 LS 10000.00

1278410.00

22

121590.00

TOTAL 1400000.00




Synthatic Enamel painting over primary coat and Enamel

painting in two caots including csot and conveyance of all

the materials ect complete

Supply and placing of the HYSD bars, fabrication


complete.

Supply and fixing of the Ready made Ventilaters of Size

0.9x0.23including csot and conveyance of the all the


Unforeseen items


Nos L B D

1

column footings 12.0 1.2 1.2 1.50 25.92

alround 1.0 31.72 0.9 0.60 17.13

long wall 1.0 9.53 0.9 0.60 5.15

cross walls 4.0 2.27 0.9 0.60 4.90

platform 1.0 7 0.6 0.60 2.52

deduction 12.0 1.2 1.2 0.60 -10.37

Total 45.25 128.20 5801.00

2

column footings 12.0 1.2 1.2 0.20 3.46

alround 1.0 31.72 0.9 0.20 5.71

long wall 1.0 9.53 0.9 0.20 1.72

cross walls 4.0 2.27 0.9 0.20 1.63

platform 1.0 7 0.6 0.20 0.84

deduction 12.0 1.2 1.2 0.20 -3.46

Total 9.90 1560.60 15450.00

3

column footings 12.0 1.2 1.2 0.30 5.18

alround 1.0 31.72 0.9 0.30 8.56

long wall 1.0 9.53 0.9 0.30 2.57

cross walls 4.0 2.27 0.9 0.30 2.45

platform 1.0 7 0.6 0.15 0.63

deduction 12.0 1.2 1.2 0.30 -5.18

14.21 4605.79 65448.00

4

first footing 1.0 28.96 0.6 0.60 10.43

second footing 1.0 28.96 0.45 0.45 5.86

third footing 1.0 28.96 0.3 0.30 2.61







platform 7.0 0.6 0.6 0.45 1.13

platform 7.0 0.3 0.45 0.30 0.28

31.40 3838.39 120525.00

5

12 0.4305 5.166 8632.50 44595.00

Amount









complete







Name of the Sub work : Construction of Watch man and Operator Quarter at Krishna Nagar T Pump House

Sl.N


Qty Rate

Nos L B DAmount


Sl.N


Qty Rate

6

Door 1 2.0 2.25 0.23 0.23 0.24

Door 2 4.0 2.1 0.23 0.23 0.44

Door 3 2.0 1.65 0.23 0.23 0.17

Window 1 2.0 2.1 0.23 0.23 0.22

Window 2 2.0 1.8 0.23 0.23 0.19

ventilator 2.0 1 0.23 0.23 0.11

1.37 10739.38 14713.00

7

Columns 12.0 0.23 0.23 5.03 3.19 10395.12 33160.00

8

Beams(F) 1.0 27.515 0.23 0.30 1.90

Beams(R) 1.0 27.515 0.23 0.30 1.90

3.80 10852.43 41239.00

8

Beams(F) 1.0 27.515 0.23 0.30 1.90

Beams(R) 1.0 27.515 0.23 0.30 1.90

3.80 10852.43 41239.00

9

Door 1 2.0 1.05 0.6 0.0625 0.08

Window 1 2.0 1.2 0.6 0.0625 0.09

Window 2 2.0 0.9 0.6 0.0625 0.07

0.24 10715.40 2572.00

10

1.0 9.76 6.56 64.03 13116.76 83987.00

11

out side 1.0 50.78 0.23 3.15 36.79

inside 2.0 6 0.1 3.15 3.78

inside 2.0 2.5 0.1 3.15 1.58

Deductions

Door 1 2.0 1.05 2 0.23 -0.97

Door 2 4.0 0.9 2 0.10 -0.72

Door 3 2.0 0.75 2 0.10 -0.30

Window 1 2.0 1.2 1.2 0.23 -0.66

Window 2 2.0 0.9 1.2 0.23 -0.50

out side Coulmns 10.0 0.23 0.23 3.00 -1.59

Ventilators 2.0 0.6 0.23 0.23 -0.06

37.35 5054.37 188781.00



complete




















125mm Thick

Nos L B DAmount


Sl.N


Qty Rate

12

Door 1 of 2.00 x 1.05 mts 2 LS 10000.00

Door 2 of 2.00 x 0.90 mts 4 LS 14000.00

Door 3 of 2.00 x 0.75 mts 2 LS 6000.00

13



14

Hall 2 2.94 2.94 17.29

bed room 2 3.47 2.94 20.40

Kitchen 2 2.44 1.57 7.66

Toilets 2 2.44 1.14 5.56

Platform 1 7.00 0.6 4.20

55.11 6675.49 36789.00

15


Deductions

Door 1 2 1.05 2 -4.20

Door 2 4 0.90 2 -7.20

Door 3 2 0.75 2 -3.00

Window 1 2 1.20 1.2 -2.88

Window 2 2 0.90 1.2 -2.16

Ventilators 2 0.60 0.23 -0.28

341.40 2933.41 100147.00

16

Roof slab 1 9.76 6.56 64.03 1542.40 9876.00

18

341.40 1029.89 35160.00

Snowcem painting including cost and conveyance of

all the materials ect complete.












ect complete.


(1:3) 4mm thick including cost and conveyance of all the




complete.

Nos L B DAmount


Sl.N


Qty Rate

19

Door 1 2 1.05 2 4.20

Door 2 4 0.90 2 7.20

Door 3 2 0.75 2 3.00

Window 1 2 1.20 1.2 2.88

Window 2 2 0.90 1.2 2.16

19.44 2136.60 4154.00

20

3.60 51392.61 184774.00



21

2 LS 10000.00

1278410.00

22

121590.00

TOTAL 1400000.00









complete.




Unforeseen items


Nos L B D

1

column footings 12.0 1.2 1.2 1.50 25.92

alround 1.0 31.72 0.9 0.60 17.13

long wall 1.0 9.53 0.9 0.60 5.15

cross walls 4.0 2.27 0.9 0.60 4.90

platform 1.0 7 0.6 0.60 2.52

deduction 12.0 1.2 1.2 0.60 -10.37

Total 45.25 128.20 5801.00

2

column footings 12.0 1.2 1.2 0.20 3.46

alround 1.0 31.72 0.9 0.20 5.71

long wall 1.0 9.53 0.9 0.20 1.72

cross walls 4.0 2.27 0.9 0.20 1.63

platform 1.0 7 0.6 0.20 0.84

deduction 12.0 1.2 1.2 0.20 -3.46

Total 9.90 1560.60 15450.00

3

column footings 12.0 1.2 1.2 0.30 5.18

alround 1.0 31.72 0.9 0.30 8.56

long wall 1.0 9.53 0.9 0.30 2.57

cross walls 4.0 2.27 0.9 0.30 2.45

platform 1.0 7 0.6 0.15 0.63

deduction 12.0 1.2 1.2 0.30 -5.18

14.21 4605.79 65448.00

4

first footing 1.0 28.96 0.6 0.60 10.43

second footing 1.0 28.96 0.45 0.45 5.86

third footing 1.0 28.96 0.3 0.30 2.61







platform 7.0 0.6 0.6 0.45 1.13

platform 7.0 0.3 0.45 0.30 0.28

31.40 3838.39 120525.00

5

12 0.4305 5.166 8632.50 44595.00




Name of the Sub work : Construction of Watch man and Operator Quarter at Pedhareddipet

Sl.N


Qty Rate Amount









complete




Nos L B D

Sl.N


Qty Rate Amount

Earth work excavation in all type of soils with intial lead6

Door 1 2.0 2.25 0.23 0.23 0.24

Door 2 4.0 2.1 0.23 0.23 0.44

Door 3 2.0 1.65 0.23 0.23 0.17

Window 1 2.0 2.1 0.23 0.23 0.22

Window 2 2.0 1.8 0.23 0.23 0.19

ventilator 2.0 1 0.23 0.23 0.11

1.37 10739.38 14713.00

7

Columns 12.0 0.23 0.23 5.03 3.19 10395.12 33160.00

8

Beams(F) 1.0 27.515 0.23 0.30 1.90

Beams(R) 1.0 27.515 0.23 0.30 1.90

3.80 10852.43 41239.00

8

Beams(F) 1.0 27.515 0.23 0.30 1.90

Beams(R) 1.0 27.515 0.23 0.30 1.90

3.80 10852.43 41239.00

9

Door 1 2.0 1.05 0.6 0.0625 0.08

Window 1 2.0 1.2 0.6 0.0625 0.09

Window 2 2.0 0.9 0.6 0.0625 0.07

0.24 10715.40 2572.00

10

1.0 9.76 6.56 64.03 13116.76 83987.00

11

out side 1.0 50.78 0.23 3.15 36.79

inside 2.0 6 0.1 3.15 3.78

inside 2.0 2.5 0.1 3.15 1.58

Deductions

Door 1 2.0 1.05 2 0.23 -0.97

Door 2 4.0 0.9 2 0.10 -0.72

Door 3 2.0 0.75 2 0.10 -0.30

Window 1 2.0 1.2 1.2 0.23 -0.66

Window 2 2.0 0.9 1.2 0.23 -0.50

out side Coulmns 10.0 0.23 0.23 3.00 -1.59

Ventilators 2.0 0.6 0.23 0.23 -0.06




















125mm Thick



complete

Nos L B D

Sl.N


Qty Rate Amount

Earth work excavation in all type of soils with intial lead 37.35 5054.37 188781.00

12

Door 1 of 2.00 x 1.05 mts 2 LS 10000.00

Door 2 of 2.00 x 0.90 mts 4 LS 14000.00

Door 3 of 2.00 x 0.75 mts 2 LS 6000.00

13



14

Hall 2 2.94 2.94 17.29

bed room 2 3.47 2.94 20.40

Kitchen 2 2.44 1.57 7.66

Toilets 2 2.44 1.14 5.56

Platform 1 7.00 0.6 4.20

55.11 6675.49 36789.00

15


Deductions

Door 1 2 1.05 2 -4.20

Door 2 4 0.90 2 -7.20

Door 3 2 0.75 2 -3.00

Window 1 2 1.20 1.2 -2.88

Window 2 2 0.90 1.2 -2.16

Ventilators 2 0.60 0.23 -0.28

341.40 2933.41 100147.00

16

Roof slab 1 9.76 6.56 64.03 1542.40 9876.00

18

341.40 1029.89 35160.00

19

Door 1 2 1.05 2 4.20

Door 2 4 0.90 2 7.20

Door 3 2 0.75 2 3.00

Window 1 2 1.20 1.2 2.88

Window 2 2 0.90 1.2 2.16

19.44 2136.60 4154.00












ect complete.


(1:3) 4mm thick including cost and conveyance of all

the materials ect complete.



complete.

Snowcem painting including cost and conveyance of

all the materials ect complete.




Nos L B D

Sl.N


Qty Rate Amount

Earth work excavation in all type of soils with intial lead20

3.60 51392.61 184774.00



21

2 LS 10000.00

1278410.00

22

121590.00

TOTAL 1400000.00






complete.




Unforeseen items


Nos L B D

1

column footings 16.0 1.2 1.2 1.50 34.56

long wall 1.0 340 0.9 0.75 229.50

Total 264.06 128.20 33852

2

column footings 16.0 1.2 1.2 0.30 6.91

long wall 1.0 340 0.9 0.30 91.80

98.71 4605.79 454638

3

first footing 1.0 340 0.6 0.75 153.00

second footing 1.0 340 0.45 0.45 68.85

third footing 1.0 340 0.3 0.30 30.60

Earth work excavation in all type of soils

with intial lead and lift etc complete

CC(1:4:8)using 40 mm HBG metal icluding

Cost and conveyance of the all materials etc

complete.

RR Masonary with CM(1:6) using rough stone

(HBG) including cost and conveyance of all

the materials etc complete

TELANGANA WATER GRID - SEGMENT 13 IN NIZAMABAD DISTRICT


Name of the Sub work : Construction of Compound wall at Peddareddipet Head Works, Krishna Nagar T

Pump House, Mumbojipet Pump House, Mustapur Pump House,

Sl.

NoDescription

DimensionsQty Rate Amount

third footing 1.0 340 0.3 0.30 30.60

252.45 3838.39 969002

4

16.0 0.4305 6.888 8632.50 59461

5

Columns 16.0 0.35 0.35 5.03 9.86 10395.12 102496

6

out side 1.0 340 0.23 1.80 140.76

Pillarsters 226.7 0.12 0.35 1.80 17.14

157.90 5054.37 798085

7

Inside & out side

A/R 1 680.92 1.80 1225.66

1 340.46 0.23 78.31

227 0.94 1.80 383.52

1687.49 2933.41 495010

Cement plastering with CM(1:5),12mm



VRCC(1:1.5:3) using 20 mm HBG metal



etc complete for Columns footing

VRCC(1:1.5:3) using 20 mm HBG metal



etc complete for Columns

Brick Msaonary with CM(1:6) using Second

Class Bricks including cost and conveyance of


8

Same quantity as above 1687.49

1687.49 1029.89 173793

9

Gate 2 6.00 3 36.00

36.00 2136.60 7692

10

5.00 51392.61 256963

11 LS 400000

Levelling the ground with morrum soils & Land scaping etc., 1000000

4750992

1249008

� 48,00,000

Unforeseen items

TOTAL

Snowcem painting including cost and

conveyance of all the materials ect complete.

Synthatic Enamel painting over primary coat

and Enamel painting in two caots including

csot and conveyance of all the materials ect

complete

Supply and placing of the HYSD bars,

fabrication including cost and conveyance of

all the materials etc complete.

Supply and fixing of GATE

� 48,00,000

Asst. Executive Engineer Deputy Executive Engineer

TDWSP TDWSP Sub Division


TDWSP Division, Armoor TDWSP Circle Nirmal

TOTAL

FLOW DIAGRAM OF GRID 13 (SINGOOR- JUKKAL) NIZAMABAD DISTRICT

NAME OF THE GRID - GRID 13 (SINGOOR-JUKKAL)

NO OF HABS - 785

NO OF MANDALS - 16

NO OF MUNCIPALITIES - 1

NO OF ASSEMBLY SEGMENMTS - 4

(JUKKAL, BANSWADA, BODHAN, YELLAREDDY)

POPULATION - AS PER 2011 CENSUS --8,68,988

ULTIMATE POPULATION -- 12,15,983

NAME OF THE SOURCE - SINGUR PROJECT

REQUIRED RAW WATER QTY (2018)- 1.397 TMC

LENGTH OF PUMPING MAIN - 6.5 KMS

LENGTH OF TRUNK MAIN - 262 KMS

ESTIMATED COST - Rs: 1300.00 CRORES

LENGTH OF SUB TRUNK - 1309.55 KMS

GRAVITY MAINS

OHBR

SUMPS

HABITATIONS

PUMPING CLEAR WATER

PUMPING RAW WATER

NIZAMABAD

AutoCAD SHX Text

50KL

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60KL

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90KL

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160KL

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160KL

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130KL

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130KL

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40KL

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90KL

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1350KL

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100KL

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30KL

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110KL

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1500KL

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130KL

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50KL

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100KL

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180KL

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20KL

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60KL

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20KL

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20 KL

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41 HABITATIONS

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70 HABS OF YELLAREDDY, NAGIREDDPET & LINGAMPET

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180KL

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EKLASPUR X RD

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10 KL

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700KL

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1350KL

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SINGUR RESERVOIR

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NAGIREDDYPET

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(44 HABS)

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PITLAM JN

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GL +430.130 M

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YEDAPALLY (17 HABS)

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BIRKOOR MANDAL (41 HABS)

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BANSWADA (M)

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TREATMENT PLANT

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CLEAR WATER SUMP @

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PEDDEREDDIPET OF PULKAL (M)

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VARNI (M)

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NARSINGRAOPALLI JN

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145 MLD -GL+ 560.00

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13300 KL

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1300 MM Dia

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MS PIPE

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L = 0.50 KM

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INTAKE WELL

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30 TMC

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F V L - +513.00

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Dia - 350-63 MM

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L - 45.37 KM

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6 X 225 H.P VT PUMPSETS

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+424.040 M

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GL +426.610 M

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+369.37

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KANDARPALLY JN

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JUKKAL X ROADS

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GL +389.120 M

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BODHAN

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BYPASS JN

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+368.00

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MAX G.L = +401.00 MTS

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MWL = +414.00 MTS @

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TANAKALAN (V)

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BALAJI T RD

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MAX G.L = +465.00 MTS

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MWL = +478.00 MTS @

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WADALAPARTHI (V)

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MAX G.L = +535.00 MTS

AutoCAD SHX Text

MWL = +548.00 MTS @ BOMLINAIK(T)

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MAX G.L = +363.00 mts

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MWL = +475.00 MTS @

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DANIYA NAYAK (T)

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MAX G.L = +554.230 MTS

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DI/HDPE PIPE

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AT PEDDEREDDIPET OF PULKAL (M)

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MWL - +556.00

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BPT AT CH.KODAPGAL JN

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PITLAM (M)

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MWL+483.00

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BPT AT CHILLARGI

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PITLAM (M)

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MWL+429.00

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BPT AT MANSURAM T BICHUKUNDA (M)

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MWL+538.00

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BPT AT KANDEBALLUR

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JUKKAL (M) FOR

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MWL+438.00

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MWL+518.00

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MWL+473.00

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BPT AT DOWLATHAPUR

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FOR 36 HABITAIONS IN BICHKUNDA (M)

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MWL+443.00

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BPT AT THADGUR SMALL / AWALGOAN OF MADNOOR (M)

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TO 36 HABITATIONS IN MADNOOR (M)

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MWL+455.00

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MWL+423.00

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BPT AT THIMMAREDDY X-RD

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YELLAREDDY (M) OF YELLAREDDY&NAGIREDDYPET (M)

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MWL+498.00

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BPT AT HAJIPUR HILLOCK OF YELLAREDDY (M)

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MWL+533.00

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GL+465.00

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GL+500.00

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1 HABS

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GL+410.00

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GL+401.00

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MWL+470.00

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GL+520.00

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GL+415.00

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GL+490.00

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GL+450.00

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GL+420.00

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GL+432.00

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BPT AT FAKEERABAD T OF NAVIPET (M) 15 HABS

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MWL+382.100

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GL+349.500

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BPT AT NAVIPET (M) OF NAVIPET (M)

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MWL+369.600

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GL+367.100

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GL+512.00

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OHBR'S AT THADMANUR

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OF ANDHOL (M) STAGING 30 Mts

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MWL+590.00

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GL+560.00

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BOGGUGUDA JN.

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+420.00

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BPT AT DOSTPALLI OF JUKKAL (M)

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21 HABS IN JUKKAL&MADNOOR (M)

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CHINNA DEVAR SINGH T X ROADS

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BPT AT SANTOSHNAGAR OF BANSWADA (M)

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78 HABS IN BANSWADA (M)

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MWL+483.00

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GL+460.00

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BPT AT AREDU OF

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NIZAMSAGAR (M) 39 HABS

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MWL+475.00

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GL+445.00

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GLBR AT KRISHNAGAR (T) OF BANSWADA (M)

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MWL +563.00

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200 KL

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SUMP AT MUMBOJIPET (T)

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G.L +503.99 MTS

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100 KL SUMP AT

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MUSTAFUR (T)

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GLBR NEAR YELLARAM OF

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GL+620.00

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LINGAMPET (M) 7 HABS

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GL+560.00

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BPT AT BIRKUR X RD OF BIRKUR (M)

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3 HABS OF BIRKUR (M)

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GL+ 385

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MWL+408.00

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300 KL

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SUMP AT

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KRISHNA

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NAGAR(T) OF BANSWADA (M)

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GL+414.00

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GL+410.513

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70 KL SUMP AT RAITU NAGAR

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OF BIRKUR (M) 1 HAB OF BIRKUR (M)

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BPT AT BOMMANDEVPALLY OF

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BIRKUR (M) OF HABS 12 OF BIRKUR (M)

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MWL+443.00

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GL+420.00

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BPT AT BOPPASPALLY OF

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BIRKUR (M) OF 4 HABS OF BIRKUR (M)

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MWL+433.00

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GL+420.00

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GL+431.641

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15 KL SUMP AT JALALPUR OF VARNI (M)

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1 HAB IN VARNI (M)

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1300 MM Dia

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MS PIPE

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L = 6.0 KM

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1500 MM Dia

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MS PIPE

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L = 53 KM

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AREDU JN

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1200 MM Dia

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MS PIPE

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L = 7.076 KM

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CH.KODAPGAL JN

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GL +435.570 M

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750 MM Dia

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DI K9 PIPE

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L = 10.675 KM

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400 MM Dia

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DI K9 PIPE

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L = 1.05 KM

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SUB TRUNK LENGHT

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= 79.93 KM

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700 MM Dia

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DI K9 PIPE

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L = 7.281 KM

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300 MM Dia

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DI K9 PIPE

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L = 6.657 KM

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600 MM Dia

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DI K9 PIPE

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L = 8.78 KM

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400 MM Dia

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DI K9 PIPE

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L = 4.60 KM

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KANDEBALLUR BPT JN

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GL + 408.720 M

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BPT AT MAILAR

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JUKKAL (M)

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DOSTPALLI X RD

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GL + 480.65

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500 MM Dia

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DI K9 PIPE

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L = 6.217 KM

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350 MM Dia

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DI K9 PIPE

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L = 3.22 KM

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350 MM Dia

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DI K9 PIPE

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L = 6.079 KM

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+384.00

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MADNOOR X RD

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350 MM Dia

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DI K9 PIPE

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L = 13.80 KM

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350 MM Dia

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DI K9 PIPE

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L = 4.848 KM

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THIMMAREDDY X-RD JN

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GL +419.60 M

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600 MM Dia

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DI K9 PIPE

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L - 3.060 KM

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500 MM Dia

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DI K9 PIPE

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L - 8.985 KM

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450 MM Dia

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DI K9 PIPE

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L - 1.682 KM

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GL +440.230 M

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HAJIPUR JN

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GL +440.230 M

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KOTALA X RD

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GL +504.66 M

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NAGARAM JN

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70 KL

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SUMP AT KARPOLE IN

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GL+506.800

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GL +482.62 M

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MANGARAM X RD

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BPT AT SEVALAL T OF VARNI (M)

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43 HABS IN VARNI (M)

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GL+ 440

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MWL+452

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GL+404.00

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45KL SUMP AT SUDDULAM

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OF KOTAGIRI (M)

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MWL+438

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GL+425.00

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BPT AT MIRZAPUR OF KOTAGIRI (M)

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39 HABS OF KOTAGIRI (M)

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BPT AT AKBAR NAGAR OF BODHAN (M)

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OF 98 HABS BODHAN (M)

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MWL+433.00

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GL+420.00

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FAKEERABAD RD

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MWL+590.00

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GL+560.00

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OHBR AT SUDDULAM

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OF KOTAGIRI (M)

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MWL +623.00

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GL+410.00

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BANSWADA

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CONSTITUENCY TRUNK MAIN

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TOTAL LENGTH 53 KMS

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BODHAN

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CONSTITUENCY TRUNK MAIN

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TOTAL LENGTH 48 KMS

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13 HABS IN JUKKAL & MADNOOR(M)

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GL +530.640 M

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98 HABS

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14 HABS IN PITLAM (M)

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56 HABS IN PITLAM (M)

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20 KL

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SUMP AT BAYANPALLI

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1 HABITATION

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GL+514.67

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11 HABS IN JUKKAL&MADNOOR(M)

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OF LINGAMPET (M)

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OF LINGAMPET (M) 1 HABITATION

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LINGAMPET (M) 5 HABITATIONS

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LINGAMPET (M) 5 HABS

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OF 22 HABS IN NAVIPET

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23 HABS IN BNW

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27 HABS IN BICHUKUNDA& JUKKAL (M)

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6 HABS OF KOTAGIRI (M)

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OF ANDHOL (M) STAGING 30 Mts

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STAGING 30 Mts

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STAGING 10 Mts

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STAGING 25 Mts

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STAGING 20 Mts

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STAGING 15 Mts

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STAGING 20 Mts

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STAGING 25 Mts

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STAGING 20 Mts

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STAGING 30 Mts

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STAGING 20 Mts

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STAGING 10 Mts

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STAGING 9Mts

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STAGING 30 Mts

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STAGING 30 Mts

DETAILED PROJECT REPORT ON · Nizamabad area is a part of Nizamabad district and it is underlain by...

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Transcript of DETAILED PROJECT REPORT ON · Nizamabad area is a part of Nizamabad district and it is underlain by...