DHARAPURAM MUNICIPALITY ERODE DISTRICT TIRUPPUR ...

- 1 - 

DETAILED PROJECT REPORT ON 

IHSDP PROJECT IN DHARAPURAM 

TAMILNADU 

2008 – 2009 

PREPARED BY 

DHARAPURAM MUNICIPALITY 

ERODE DISTRICT 

TIRUPPUR REGION 

SUBMITTED TO 

Housing & Urban Development 

Corporation 

Ministry Of Housing & Urban Poverty 

Alleviation 

Government Of India 

Junior Engineer Municipal Engineer Commissioner, 

Dharapuram Municipality Dharapuram Municipality Dharapuram Municipality

- 2 - 


Dharapuram 

Municipality 



- 3 - 


Erode 

District 

Tamilnadu 

State 



- 4 - 

TIRUPPUR DISTRICT 




- 5 - 


IHSDP 

INDEX 

Chapter Contents Page No 

I Project Abstract 7 

1.1 Project Name 8 

1.2 Agency Name 8 

1.3 Component wise Project Cost 8 

1.4 GOI Subsidy Amount 9 

1.5 State Share Amount 9 

1.6 Beneficiaries Contribution 9 

II Project Background 10 

2.1 City Profile 11 

2.2 City level infrastructure 15 

2.3 City level Infrastructure Components 15 

2.4 Slum Profile of city 16 

2.5 Details of Requisite surveys 19-26 

III Project Linkage with CDP and MOA 29 

IV Project Jusitification 30 

4.1 Project Justification 29 

4.2 Scope of project 32 

4.3.3 Location wise details of project & cost 33 

4.3.10 Following sepecification are incorporated in 

this estimate. 

V Costing and other details of Sub Components 40 

V.1 Housing 41 

V. 2 Water Supply 

V. 3 Sewerage 

V. 4 Storm Water Drains 42 


Dharapuram Municipality Dharapuram Municipality Dharapuram Municipality 

35

VI 

- 6 - 

V. 5 Roads & Pavements 

V. 6 Work Shed 

V. 7 Compound Wall 43 

V. 8 Community Kandra 

Convergence of health education & social security 

facilities 

VII Project Management 47 

VII.1. Project Implementation Mechanism 

VII.2. Details of Project sustainability 

VII. 3. Operation & Maintenance details of services 

VIII Documents Required,Drawings & pictures 49 

IX Estimates 68 

Dwelling Units 69 

Water Supply 113 

Storm water drain 116 

Roads 144 

Work shed 155 

Community Kendra 162 

UGD(Sewerage) 184 

Compound wall 193 

X Data 196 

XI Benificiary List 245 

XII Socio-Economic survey table 258 

Details of Education & Health facilities of the scheme 263 

Checklist of IHSDP 283 

Certificate 323 

CSC minutes observations 331 



44

- 7 - 

I. ABSTRACT OF THE PROJECT 



- 8 - 


Basic Services for Urban Poor IHSDP 

CHAPTER – I 

ABSTRACT OF THE PROJECT 

1.1 1.Project Name Construction of New Houses and Providing 

Infrastructure Facilities 

1.2 2.Agencies Name 

a) Nodal Director of Municipal Administration. Chennai 

b) Implementing Commissioner 

Dharapuram Municipality 

Dharapuram 

Phone : 04258 – 226261 

Tamil Nadu. 

1.3 Component Wise Project Cost 

Sl.No Project Details KM No. Amount 

(Rs.In Lakhs) 

(Length in kiloMeters)Rs.in.Lakhs) 



Total 

Amount 

in Lakhs 

1 No of Houses Housing 

a) Up-gradation 

Cost 

b) New Construction 188x1.07 201.16 201.16 

2 Water supply 1 9.00 

3 Road – CC Pavement 2.67 27.50 

4 Street Lights 

5 Storm water drian 3.63 59.60 

6 Community Center 1 25.00 

7 Informal Market shed 1 2.40 

8 Solid Waste 

Management 

9 Sewerage (Provision 2.73 33.50 Infrastructure 158.50 

for UGD –HSC& 

Diggester) 

cost 

10 Fencing for slums 

11 Compound wall 1 1.50 

12 Joking track 

13 Community Toilet 1 

Total 9.03 193 359.66 359.66

- 9 - 

1.4 Central Share 247.12 

1.5 State Share 112.54 

1.6 Benificare Contribution 56.40 

State grant 56.14 

Total Project cost 359.66 



- 10 - 

II. BACK GROUND OF THE 

PROJECT 



CITY PROFILE 

LOCATION 

- 11 - 

CHAPTER – II 

BACK GROUND OF THE PROJECT 

Located in Erode District of the state, Dharapuram town is situated 

along the banks of River Amaravathi with population about 64984 as per 2001 

census and located in 10 0 45 0 North and 77 0 east with an extent of 

7.02sq.km. Dharapuram is small agricultural marketing centre for a large rural 

hinter land in Erode District 

PHYSICAL CHARACTERISTIC 

The maximum temperature of the town is 38.9 0 C. It is seen during 

summer climate is very hot and where as in the winter it will be very pleasant. 

The maximum rain fall is 729.6mm possible mostly during the south west 

mansion with wind direction flowing from south west to North East Across 

gap. 

MUNICIPALITY STATUS 

The town has attained the status of a Municipality in the year 1916 and 

functioning as the first Grade Municipality from 09-05-1983. The Town 

developments completely depend on the agricultural activities and Commerce 

and Trades. 

DEMOGRAPHIC CHARACTERISTICS 

The Population of this town as per 2001 census is 64984, having 

male population of 31998 and female population of 32986. The population 

growth and decadal variation since the year 1941 is shown in Table 2- A 



DENSITY 

Year 

Population 

- 12 - 

Decennial 

growth/ 

Population 

Variation 

Percentage 

Variation 

1971 34500 8010 30.24% 

1981 42228 7728 22.40 % 

1991 48392 6164 14.60 % 

2001 64984 16592 34.29 % 

The goes population density of dharapuram is around 2364 persons 

per Square kilometer. The town registered a relatively high growth rate of 

34.29 percent between 1991 and 2001 in comparison with 9.63 percent 

growth rate registered between 1951 and 1961.Ward wise population of 

Dharapuram is shown in Table 2-B 

Ward No Female Male Total Total SC 

1 1731 1893 3624 3495 

2 1157 1171 2328 205 

3 933 932 1865 1285 

4 1082 1044 2126 1355 

5 794 799 1593 95 

6 880 897 1777 - 

7 918 888 1806 24 

8 795 768 1563 - 

9 906 1053 1959 445 

10 1006 967 1973 1005 

11 735 539 1274 182 

12 976 983 1959 139 

13 749 734 1483 62 

14 656 648 1274 - 

15 885 877 1762 - 



- 13 - 

16 396 433 829 - 

17 1010 1005 2015 37 

18 1589 1382 2971 1045 

19 939 786 1725 - 

20 1200 1168 2368 506 

21 955 961 1916 27 

22 1419 1479 2898 49 

23 638 588 1226 - 

24 1368 1197 2565 19 

25 1376 1406 2782 - 

26 2831 2716 5547 93 

27 1570 1199 2769 29 

28 1169 1189 2358 63 

29 952 961 1913 316 

30 1401 1335 2736 515 

Total 32986 31998 64984 10991 



- 14 - 

ECONOMIC BASIS AND EMPLOYMENT 

The town depends completely on the agricultural activities, Commerce and 

trade. According to 2001 Census, Primary and Tertiary sectors are the major 

components of the working population accounting for 21% and 66% 

respectively. Major work force in Primary Sector indicates that the down is 

more of a rural character and agriculture continues to be an important 

economic activity in the town. There are no big industries except one spinning 

mill. 

Workers in 1981 

Participants rates 1971 -91 

% to 

total 

workers 

% to total 

Population 

2001 

% to 

total 

workers 

% to total 

Population 

Primary sector 3919 25.68 9.28 6036 21.07 9.27 

Secondary sector 565 3.70 1.34 814 2.84 1.25 

Tertiary sector 10083 66.08 23.88 18695 65.26 28.70 

Marginal workers 692 4.54 1.64 3103 10.83 4.76 

Total 15259 100.00 36.13 28648 100.00 43.98 

Non workers 26969 176.7416 63.87 7688 56.02 

Total population 42228 100.00 64984 100.00 

All the main workers and the marginal workers have been classified 

under one of the four main categories both in 1991 and 2001 census. They 

are cultivators, agricultural labourers, Workers in household industry and 

other workers. 



- 15 - 

MASTER PLAN FOR DHARAPURAM 

This existing administrative status of the town comes under the 

classification of Municipality which is coming under the administration of 

Director of Municipal Administration, Government of Tamil Nadu. The town 

having a Master Plan under Tamil Nadu Town & Country Planning Act. This 

Master Plan was approved as per G.O. NO : 1288/H & UD Dated : 26-10-90. 

The development of the Town is based on the approved Master Plan 2001. 

In this Master Plan the entire area is classified in the following Status : 

1. Residential Area - 2.74 

2. Commercial Area - 0.32 

3. Industrial Area - 0.21 

4. Educational - 0.33 

5. Public and Semi Public - 0.25 

6. Agri and other Use - 3.17 

- 7.02 sq.km 

a. Urbanisable area - 3.85 sq.km 

b. Non Urbanisable area - 3.17 sq.km 

Total - 7.02 sq.km 

The Municipality has submitted the revised master plan to the 

Government of Tamilnadu for getting approval. 

The development of the town is guided by the guidelines and 

instructions issued by Government of Tamil Nadu, Commissioner of Municipal 

administration and District Collector. Based on the 74th amendment Act, the 

elected council has been formed which will take care of development and 

perspective Plan of the town. 



- 16 - 

DETAILS OF CITY LEVEL INFRASTRUCTURE 

2.2 Watersupply Details 

Water source from (a) Amaravathi river 3.00MLD 4.00MLD 

Litres 

(b) From Cauvery water (TWAD) 1.00MLD 

(c) Storage OHT Capacity 32.18 Lakhs 

(d) Pumping Main Length 6.92Km 

(e) Distribution Main Length 49.09Km 

(f) Number of Public fountain 129Nos. 

(g) Number of Power Pump 98Nos. 

(h) Number of Hand Pump 108Nos. 

(i) Water Tap Connection Domestic 6531 

Non-Domestic 226 

Total 6757 

i) Per-capita consumption 70 LPCD 

i) SEWERAGE CONNECTION 

There is no underground sewerage system in Dharapuram. The 

sewerage is disposed in Amaravathi River. The DPR for Underground 

sewerage system for dharapuram is under preparation by TWAD. 

ii) STORM WATER DRAIN 

All storm water drains in Dharapuram are open in nature.In 

dharapuram total 4.36 sq.K.M is covered by storm water drainage whereas 

nearly 13.22 S.q.Km is uncovered.Regarding coverage, Only 23 percent of 

the roads are covered by storm water drains aginst the standard norm of 

minimum 130 percent. Catcha drain 13.64 K.m totally 26.86 K.m Ward wise 

length of storm water drainage in dharapuram . 



iii) SOLID WASTE MANAGEMENT 

- 17 - 

In Dharapuram, the Municipality maintains solid waste collection in all 

30 wards,.The collection, transportation and disposal of Municipal solid 

waste is an obligatory function of dharapuram Municipality. 

The following vehicles are utilized to dispose the wastages under primary 

collection. 

1. Dumper plazer pins (2.5MT) - 60 Nos 

2. Push carts - 126 Nos 

3. Tri cycles - 30 Nos 

The following vehicles are utilized to dispose the wastages under primary 

collection. 

1. Dumper placer - 2 No 

2. Tipper Lorry - 2No 

3. Mini Lorry - 2 No 

4. Sullage tanker - 1 No 

Total waste Generated in the city - 32 MT 

Total waste Collected in the city - 32 MT 

At present the collected waste is Transported to the Compost Yard 

located in Nanchiyam palayam village having an extent of 10.18 acres. This 

Compost Yard is located 2 K.M. from the centre of the town. Compost is 

manufactured in this Compost Yard. The Plastic and Non – Bio Gradable 

Wastes are collected and stored at separate place in the compost Yard. 

Necessary steps being taken by the Municipality to improve the necessary 

basic amenities and other requirements. 

iv) STREET LIGHTS 

The total length of road is 68.93km. (including Municipal, MDR, ODR & 

Highway Roads) For which the municipality maintains 2265Nos. of 

streetlights. To reduce the current consumption automatic timer switches 15 

Nos are fixed in the streetlights. 



40W Type 

Light 

125W 

Mercury 

250W 

Mercury 

- 18 - 

250W 

Sodium 

Vapor 

Lamp 

70W 

Sodium 

Vapor 

Lamp 

High Mast 

Light 

Total 

2007 12 23 149 73 1 2265 

v) Roads 

All parts of the town has been well connected with roads. Dharapuram 

Municipality maintaining 86.66 km length of various types of roads. The Types 

of Roads are given Below : 

Sl.No Type of Roads Length in KM Coverage % 

1 Earthen Road 11.32 16.37 

2 Black Tapped Road 40.48 58.52 

3 Concrete Road 17.37 25.11 

4 Metal Road - 

5 other departmental Road 17.49 20.18 

Total 86.66 100.00 

Unapproved layout development cost collected at present Government 

GO Development of un approved layout scheme proposed and fully 

committed in this scheme after the completion of scheme all either in surface 

level with B.T. 

II. 4. SLUM PROFILE OF THE CITY 

Sl.No Name of the Slum 

i) Total Slums of the city and their population details 

SLUM DETAILS 

Notified/ 

Un Notified 

Population 

Male Female SC/ST 

1. Kamarajapuram Notified 2016 1805 2508 

2. Roman Catholic street Notified 932 934 1473 

3. Kaman Koil 1-st cross Notified 573 601 1010 

4. Tirupur Road (Thangalan street) Notified 490 479 827 

5. Kottaimedu street (Cholakkadai Notified 339 307 389 



Sl. 

No 

veethi) 

- 19 - 

6. Kolinzivadi street Notified 499 553 614 

7. Chokkanathapalayam Notified 520 492 382 

8. Upputhuraipalayam Notified 240 222 245 

9. Devendra street Notified 1003 1018 1281 

10. Jawahar Nagar Notified 641 661 508 

11. Ambedkar street Notified 525 541 99 

12. Ganthipuram (Aladikalam Pathai) Notified 329 372 36 

13. Kulathupunjai street Notified 440 407 40 

14. Nehru Nagar Notified 655 663 14 

Sl.N 

o 

Total 9202 9055 9426 

ii) Slum clusters covered under DPR and their population 

Name of the Slum 

Notified/ 

Un Notified 

Population 

Male Female SC/ST 

1. Kamarajapuram Notified 2016 1805 2508 

2. Roman Catholic street Notified 932 934 1473 

3. Nehru Nagar Notified 655 663 14 

4. Tiruppur road Notified 490 479 827 

Scheme Amount 

sanctioned in 

proceeding No and 

Date 

1. NSDP-2005-06 

2 

iii) Details of Slum Improvement programmes (already due) 

Name of the Work 

Length 

& 

breadth 

In mts 

Estimate 

Amount 

(Rs in 

lakhs) 

1.SWD at Tiruppur raod 120 1.00 0.95 

SJSRY 2005 -06 SWD at kaman koil street odai 100 2.00 2.00 

NSDP-2006-07 

RSD at Ambedkar street 200 3.00 3.00 

SFC 2007-08 Surface dressing at Aladikalam 550 10 00 10.00 

SJSRY 2007-08 SWD at South Ambekar street 340 2.65 2.65 



Expenditure 

incurred 

(Rs in lakhs)

3 

MLA Fund 2008-09 

slum development 

- 20 - 

surface dressing at Ambedkar street CC 

Road Roman Catholic Street, Tirupur Road, 

420 4.50 4.45 

Total 23.15 23.05 

Iv) Slum Free city 

There is 14 nos of slums in this Municipality. In these 14 slums all are 

notified. Out of these 14 notified slums it is proposed to take only 4 nos of 

slums under IHSDP Scheme. After completion of this the Project all slums will 

fully developed. 



- 21 - 

KAMARAJAPURAM SLUM 

1. HOUSING 

In this slum there are 482 number of house sites available out of which 

415 numbers houses are in good condition balance 67 Houses are damaged 

contribution. All the proposed site house had been own patta. 

2. WATER SUPPLY 

Drinking water supply from 1 lakhs capacity OHT at poovadai Road. It 

is inadequate to the public. Hence proposed new feeder line from ginna 

maitham 3 lakhs lit capacity OHT to a length of 2.73 K.M. improve the existing 

drinking water supply. 

3. STROM WATER DRAIN 

Exiting drain in completely damaged, the drain water stagnated caused 

unhygienic problems to the public. So the storm water drain is essential to 

reconstruct the existing storm water to a length of 3.9 km. 

4. ROADS AND PAVEMENSTS 

The existing BT roads are laid in above 18 years back, so all the ** 

worst condition so inconvenient for public transportation. Hence now 

proposed to Black top surface to a length of 2.40 KM 

5. STREET LIGHT 

In this slum area are covered 100% of street light are available. Hence 

it is Sufficient. 

6. COMMUNITY TOILETS 

There is 3 no of community toilet Totally 24 seats facility in this slum. It 

is insufficient to the public. Hence, It is proposed to U.G.D - in that ** 

7. SOLID WASTE MANAGEMENT 

For effective Solid Waste Management it will be purchased under 12 th 

finance 3 scheme & S.S.F.C at an ** out of above 1.00 crores. 



8. SEWERAGE 

- 22 - 

It is proposed to provide Under Ground Sewerage House Service 

Connection to all the existing and proposed houses in this project for 2.73 km 

Length at an estimate cost of 33.50 Lakhs. 

9. EDUCATION 

This slum is located adjacent. Government Schools and Anganwadi. 

10. WORK SHED 

There is no work shed in this slum and nearest. Hence it is proposed 

to Construction a work shed for Rs.2.40 Lakhs 

11. COMPOUND WALL 

slum people. 

It is necessary to construct a Compound wall for 150M to Product the 



1. HOUSING 

- 23 - 

2. ROMAN CATHOLIC STREET 

In this slum there are 162 number of house hold available. Out of which 

115 numbers of houses are in good condition. Balance 47 houses are 

damaged condition Hence proposed for new construction. Out of 162 Nos of 

site having pattta. 


Drinking water supply distribution systems enough for this slum area. 

There is two Bore well. It is in enough to the public. 

3. STORM WATER DRAINS 

The existing drain is partly damaged, the drain water stagnated caused 

unhygienic problems to the public. So the storm water drain is essential to 

reconstruct to the existing storm water drain for 340m Length. 

4. ROADS AND PAVEMENTS 

The existing roads are covered CC pavement already It is sufficient. 

5. STREET LIGHTING 

In this slum area are covered 100 % street light are available. lt is 

enough to this slum people. 


The existing community toilet in this slum is in good condition. 


For effective Solid Waste Management it is Proposed to provide 

container bins for garbage collection in this slum. lt will be purchase under 

12 th Finance scheme. 

8. SEWERGE 

It is proposed already under Ground Sewerage Scheme DPR Prepared 

by TWAD board. Submitted to govt. 



9. EDUCATION 

- 24 - 

This slum is located adjacent to municipal & Government Schools and 

Anganwadi's situated in both the limits. 

10. HEALTH CARE FACILITIES 

Government Hospital and maternity centre are nearer to this slum. 



1. HOUSING 

- 25 - 

3. TIRUPUR ROAD 

In this slum there are 177 number of house hold available. Out of which 

122 numbers of houses are in good condition. Balance 55 houses are 

proposed for new construction. Out of 177 Nos of site having pattta. 



There is two Bore well. It is in enough to the public. 


The existing drain is pacca condition so not essential. 


The existing roads are covered CC pavement already It is sufficient. 


In this slum area are covered 100 % street light are available. lt is 








8. SEWERGE 

It is proposed already under Ground Sewerage Scheme DPR Prepared 

by TWAD board, submitted to govt. 



9. EDUCATION 

- 26 - 

This slum is located adjacent to municipal & Government Schools and 

Anganwadi's situated in both the limits. 

10. HEALTH CARE FACILITIES 

Government Hospital and maternity centre are nearer to this slum 

Private Hospital very nearer to this slum. 



1. HOUSING 

- 27 - 

4. NEHRU NAGAR 

In this slum there are 209 numser of housesites available. Out of which 

190 numbers of houses are in good condition.Balance 19 houses are 

proposed for new construction. Out of 209 Nos of site having pattta. 



There is two Bore well. It is in Enough to the public. 


The existing drain is partly damaged, In Two streets and improper 

disposal in main road the drain water stagnated caused unhygienic problems 

to the public. So the storm water drain is essential to reconstruct to the 

existing storm water drain for 350m Length. 


The existing B.T roads are in worst condition in street so inconvenient 

for public transportation. Hence now proposed to Black top surface to a length 

of 270M width of 5 M. 


In this slum area are covered 100 % street light are available.lt is 










8. SEWERGE 

- 28 - 

It is proposed to provide under Ground Sewerage House Service 

Connection to all the existing and proposed houses in this project Proposal 

sew to Govt by TWAD board. 

9. EDUCATION 

This municipality is located adjacent to corporation limit. Government 

Schools and Anganwadi's situated in both the limits. 

10. HEALTH CARE 

Government Hospital and Maternity centre nearer to this Slum with in 

1.5 KM lead. Primary Health Centre in this slum. 



- 29 - 

CHAPTER. III 

PROJECT LINKAGE WITH CDP AND MOA 

-NIL 



- 30 - 

IV. PROJECT JUSTIFICATION 



1. PROJECT JUSTIFICATION 

a) Criteria for selection 

for particular town/city 

b) Slum Population of the 

municipality and 

percentage to total 

municipality population 

c) Number of slumb 

clusters 

d) Area of slum clusters 

in Sq.K m 

- 31 - 

CHAPTER - IV 

PROJECT JUSTIFICATION 

High 

Density of 

Slum 

Population 

1981 

Popu 7981 

No 

17 

1981 

popu 

7981 

19% 1991 

Popu 

12010 

Popu 

7981 

Area 

0.97 

25% 2001 

Popu 

18257 



No 

15 

Popu 

12010 

Popu 

6035 

Area 

0.97 

CRITERIA FOR SELECTION FOR PARTICULARS SLUM 

No 

14 

Popu 

18257 

There are 14 nos of slums are available in this municipality. In these 

notified slums 14 slums are well developed. The other 4 slums which are 

located in the heart of the city and needs housing and basic infrastructure 

facility are proposed in this project. Afte r completion of the project. The 

proposed slum to be denotified. 

28% 

Popu 

18257 

Area 

0.97

Kamarajapuram: 

- 32 - 

JUSTIFICATION 

This is a slum with a population of 3821. This slum has been 

selected to improve to living condition of the people. ie. 

1. To provide a safe and secure housing . 

2. To provide clean drinking water. 

3. To make the living environment more hygienic and clean. 

4. To provide easy access to their houses. 

Thus to improve the living standard of the people living in the slums, this 

slum has been selected under the IHSDP Scheme. 

Roman Catholic Street : 







Thus to improve the living standard of the people living in the slums, this slum 

has been selected under the IHSDP Scheme. 

Tiruppur Road 







This to improve the living standard of the people living in the slums, this slum 




- 33 - 

Nehru Nagar: 

This is a slum with a population of 1318. This slum has been selected to 

improve to living condition of the people. ie. 





This to improve the living standard of the people living in the slums, this slum 




2.2. Scope of the Project: ( Year wise ) 

Sl. 

No 

1 Housing 

Name of the 

Component 

2 Water Supply 

3 

Storm water drain & 

culvert 

4 Road 

5 Work shed 

6 Community Hall 

7 Sewarage (UGD) 

6 Compound wall 

- 34 - 

Phasing 

I Year II Year III Year IV Year 

IV.3. Project write up covering the following issues: 

In the phase 4 slums clusters 1) Kamarajapuram, 2) Roman catholic street, 3) 

Tiruppur Road, 4) Nehru Nagar have been taken up to provide all basic infrastructure 

facilities and construction of new houses . which need to be attended in order to make 

the slum self sustainable and to denotify the slum. 

IV. 3. Priority list of slums: 

3.1.Number of Slum covered in DPR 

3.2.Priority list of slums 

4 Slums 

1)Kamarajapuram 

2) Roman catholic Street 

3) Tiruppur Road 

4) Nehru Nagar. 



Sl. 

No 

. 

- 35 - 

IV. 3.3. Slums / Location wise details of Project & Costing: 

Name of the 

Slum 

Upgrada 

tion 

No. Amo 

unt 

No. of Houses Water supply Road Work Shed 

New 

Construction Km. / 

No. Amount 

No. 

Amo 

unt 

Km. Amount No. 

Community 

Kendra 

UGSS SWD 



Amo 

unt 

N 

o 

Amou 

nt 

Km. 

Amou 

nt 

Km. 

Amoun 

t 

Compound 

Wall 

Km. 

Amo 

unt 

Total Remarks 

1 2 3 4 5 6 7 9 10 11 12 

1 

2 

Kamaraja 

Puram 

Roman 

Katholic street 

67 71.69 2.93 9.00 

0.47 

1.93 

6.00 

19.00 

1 2.40 - - 

0.53 

2.20 

8.80 

24.70 

0.95 

1.93 

0.32 

8.00 

23.50 

17.00 

0.15 1.5 

47 50.29 - - - - - - - - - - 0.35 6.10 - - 56.39 

3 Tiruppur road 55 58.85 - - - - - - - - - - - - - - 58.85 

4 Nehru Nagar 19 20.33 - - 0.27 2.50 - - 1 25.00 - - 0.35 5.00 - - 52.83 

Total 188 201.16 2.93 9.00 2.67 27.50 1 2.40 1 25.00 2.73 33.50 3.90 59.60 1 1.50 359.66 

IV. 3.4. Status of Project Land: 

Sl 

No 

1 

2 

3 

4 

Kamarajapuram 


Roman catholic street 

Tiruppur Road 

Nehru Nagar 

Status of Project Land 

Govt Private Other 

Status of 

Acquisition in case 

of private land 

Insitu Development only 

Remarks 

191.59

- 36 - 

IV.3.5. Details of Bio metric survey for identification of the beneficiaries: 

A data bank of the entire beneficiary will be maintained by the implementing 

agency. All the beneficiaries will be maintained by the implementing agency. All the 

beneficiaries will be involved in bio-metric identification and kept in this office. 

IV.3.6. Distance of relocated site: 

IV. 3.8 

. Distance of relocated site 

Proposed density envisaged to be achieved by the 

project and its conformity with city’s Master Plan 

IV. 3.9 Adoption of state schedule of rates 

Not arrised 

75% 

2008-2009PWD 

standard schedule of 

rate adopted 



- 37 - 

IV. 3.10. Following Specifications are incorporated in this Estimate: 

Earth work excavation in all soil and sub soil to full depth with initial lead of 10m and lift of 

2m in hard stiff clay, black cotton soil, hard red earth, shallow murrams, gravel stoney earth 

and earth mixed with small size of boulders complete as directed by Deptl. Officers. 

CEMENT CONCRETE 1:5:10 (one cement, five sand and ten aggregate) using 40mm gauge 

hand broken hard granite stone jelly for FOUNDATION including dewatering if found if 

found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete 

Random rubble masonry in CM1: 6 mix using hard rough stones and hard stones including 

cost and conveyance labour charges and other incidental charges including pointing with same 

mortar simultaneously etc., complete as per std. Specification. 

Supply and filling in foundation and basement with good river sand in layers of not more than 

10cm thick well rammed, watered and consolidation complying with std. Specification. 

Brick work in CM 1:6 mix using III class kiln burnt country bricks of size 8 3/4” x 41/4” x 

2 3/4” including cost and conveyance of all materials at site, labour charges and other 

incidental charges etc., complete as per std. specification (Masonry projection wherever 

necessary for obtaining the required elevation shall be done without any extra cost). 

Supplying and erecting steel centering for sides and soffits including supports and strutting up 

to 3.29M heights for plain surface such as RCC slab, rectangular tee beam (or) EII beams, 

lintel bed block stair case waist slab and landing slab etc., complete complying with std. 

Specification. 

Rein forced CC 1:2:4 mix using 20 mm ISS HBG machine chips including cost and 

conveyance of all materials at site labors charges for concrete mixing, watering, curing, 

finishing and other incidental charges etc., complete as per std. Specification. but Excluding 

cost of steel & centering charges as per SS 

Supply fabrication and placing it in position of MS (or) RTS rods including cost of steel 

binding wire and also cutting bending, tying, grills and straightening etc., complete as directed 

by dept., officers 

Plastering with cement mortar 1:5 mix 12mm thick including all cost and conveyance of all 

labour and material charges etc .,complete 

Plastering RCC exposed work such as columns beams& ceiling and other concrete surfaces 

with 10 mm thick plaster with cement mortar 1:3 (one cement and three sand) mix at all height 

and depths above or below plinth level, compiling with standard specifications. 

Finishing the top of flooring with Granolithiic flooring Concrete using 1:2:4 mix 25mm thick 

using 6mm to 10mm HBG metal and top rubbed smooth complying with standard specification 



as directed by dept. officers 

- 38 - 

Supply and fixing of steel doors and windows including cost of G.I sheet and angle and labour 

charges for cutting, welding and fixing charges with necessary locking arrangements and one 

coat of red oxide etc, complete as per standard specification. 

White washing two coats using best shell lime including, cost and conveyance, labour charges 

and other incidental charges etc., complete as directed by Deptl. Officers. 

Colour washing two coats using best shell lime including, cost and conveyance, labour 

charges and other incidental charges etc., complete as directed by Deptl. officers. 

Painting two coats for new Iron work including one coat of priming coat and using the best 

quality Iron primer and best quality synthetic enamel paint etc complete complying with 

standard specification 

IV. 3.11. Details with regard to Elected Body: 

Urban Local Body Election was conducted in the year 2006 and the 

council is in force. There are 30 ward councilors elected for the council. 

IV.3.12. Details of on site infrastructure connectivity 

with city level infrastructure system (S) 

IV 3.13. Details of Solid waste Management: 

All the proposed 4 slums have 

network with the existing city 

level infrastructure connectivity 

system. 

The solid waste management comprising collection, transportation and disposal of 

municipal solid waste is an obligatory function of the urban local body; municipal solid 

waste comprises waste from households, markets, commercial establishments, hotels, 

hospitals and industries in the town 

27MT of waste is generated in the town per day. The municipality claims to 

collect and dispose 27MT of waste daily. Segregated door to door collection is being 

done. The slum dwellers will be motivated by the Community Development 

Organizations, NGOs Social service Organization etc., to source segregate the solid 

wastes in to bio- degradable and non-degradable wastes and the garbage will be collected 

at door step using NGOs. Degradable waste is collected and conveyed through tipper 

lorries and heaped in the compost yard. 



- 39 - 

IV.3.14. Details of Environmental benefits of the project: 

After completion of the project, all the 2 slums will be self 

sustainable in basic infrastructure facilities like storm water drain, street light, safe drinking 

water and better sanitations have been proposed to all the dwelling units. There won’t be any 

stagnation of sullage water which will be taken care by the Storm water drain proposed to carry 

rain water ultimately. The slum clusters will become eco-friendly after completion of the project. 

IV.3.15. Details of approvals received from concerned Authorities. 

Layout maps on “As is where is” basis prepared by the implementing 

agency for all the 4 slums taken up in this project and applied for DTCP approval. 

IV. 3.16. Use of Cost Effective Technology: 

Prominent care has been taken for cost effectiveness. 



- 40 - 

CHAPTER. V 



COSTING DETAILS: 

1. Housing: 

- 41 - 

i). No.of Units. : 188 

ii). Cost per Units. : s.1,07,000 

iii). Unit Design. : 25.11 Sq.m 

iv). Design philosophy . : Enclosed 

v). Basis for planning : Enclosed 

vi). Structural Design : Enclosed 

2. Water Supply 

i). Basis for designing of water 

supply quantity of water : 90 Lpcd 

ii). Source of Water Supply : Amaravathi River 

iii). Quality of Water : Good 

iv). Any provision for Treatment 

of water for making it potable : Nil 

v). Length of water supply line proposed : Nil 

vi). Provision for Rain water Harvesting : Yes 

vii). Provision for water meter : No 

viii). Costing details : Rs. 9.00 Lakhs 

3. SWERAGE 

i). Type of Sewerage system proposed : Under ground drainage 

ii). Length of sewerage line proposed : 2.73 

iii). No.of Septic tanks, manholes : 

(laying pipe Line) 



iv). Sewerage disposal point and its 

- 42 - 

integeration with city level sewerage system : Nil 

v). Costing details : 33.50 

4. STORM WATER DRAIN. 

i). Design and planning aspects : Enclosed 

ii). Length of storm water drain proposed : 3.90 Km 

iii). Its integeration with city level sewerage system: : Yes 

iv). Costing details : Rs.59.60 Lakhs 

5. ROAD / PAVEMENTS. 

i). Type and Length of roads and : B.T & CC Roads 

pavements proposed : 2.67 Km 

ii). Roads side plantation : No 

iii). Costing details : Rs.27.50 Lakhs 

6. WORK SHED: . 

i). No.of Work shed : 1No 

ii). Cost per Unit / Complexes : 2.40 

iii). Unit Design . : Enclosed 


v). Basis for planing : Enclosed 

7. PARKS AND OPEN SPACES . 

i). Provision of organized open spaces with 

location marked in the site lay out plan : Nil 



8. COMPOUND WALL:. 

- 43 - 

i). Design and planning aspects : Enclosed 

ii). Length of storm water drain proposed : 0.15 Km 

iii). Its integeration with city level sewerage system: : Yes 

iv). Costing details : Rs.1.50 Lakhs 

9. COMMUNITY FACILITIES. 

i). No.of Community Centers / Other facilities : 1No 

ii). Cost per Unit / Complexes : 25.00 

iii). Unit Design . : Enclosed 


v). Basis for planing : Enclosed 



- 44 - 

CHAPTER. VI 



- 45 - 

CHAPTER – VI 

CONVERGENCE OF HEALTH EDUCATIONAL & SOCIAL SECURITY 

EDUCATION AND MEDICAL FACILITIES 

FACILITIES 

The Dharapuram Municipality is having Eight Hr. Sec. school, Four Middle 

School and Five Elementary school. Two no of Arts and Science college, One no of Polytechnic 

college, One no of ITI, Five Teacher Training Institutions and Three no. of Nursing Colleges 

within 2 kms radius from this town. 

EDUCATIONAL FACILITIES 

S.No. Type of Institutions Nos Strength of Students 

1. Arts & Science Colleges 2 1800 

2. Polytechnic Instituions 1 410 

3. ITI Centre 1 420 

4. Teacher training Colleges 5 250 

5. Nursing Colleges 3 540 

Total 12 3420 

HEALTH FACILITY 

The Dharapuram Municpality having one no of Government hospital with fully equipped, 

one no of maternity centre and One Ayurvedic Clinic which was maintained by the local body 

with wellversed arrangements and also twelve nos of private nursing homes and hospitals are 

functioned in this town as below. 

S.No. Classifications No. Bed Strength 

1. Government Hospital 1 80 

2. Maternity centre 1 11 

3. Approved private Numbering Home and Hospitals 12 130 

4. Ayurvedic Clinic 1 - 

----------------------------------------------------------------------------------------------------------------------- 

Total 15 221 

----------------------------------------------------------------------------------------------------------------------- 



- 46 - 

• HEALTH 

Adequate number of Government Primary Health Centers, Hospitals functioning in 

the vicinity of the proposed scheme area. The treatments in all the above centers are totally free 

to the poor and the people of this scheme area can greatly benefit from these facilities at no extra 

cost. 

Some of the State programmes related to health is given below: 

1. Under Dr. Muthulakshmi Reddy maternity benefit scheme each pregnant women is 

getting Rs.6000/- (From 7 th month to 9 th month and postnatal period for three months). 

Awareness programme being conducted periodically about the various diseases like 

Chickun Kunia, Dengue, Malaria, Water Bound Disease. 

2. Educating the people to adopt family welfare scheme. 

• EDUCATION 

The city is well placed in educational infrastructure already created, and hence 

there are adequate number of Government Primary Schools, Middle Schools, High Schools 

and Higher Secondary Schools functioning nearby the proposed scheme area. The 

educational needs of all ages and all classes can be catered to, almost at free of cost of the 

existing schools in the surrounding area itself and it is quite adequate for the population 

covered in this proposal. 

Social Security: 

These are programmes marketed by District Industries under Backward Class 

Department, Social Welfare Department, THADCO to promote self entrepreneurship of 

unemployed youth and adults to have inclination in skill development activities to improve the 

living standards of slum dwellers. Poverty alleviation programmes and also implemented for the 

slum clusters for the benefit of slum dwellers. 

Non government Organization (NGO) and also played in vital road in changing the 

living status of slum dwellers. 



- 47 - 

VII. PROJECT MANAGEMENT 



- 48 - 

CHAPTER – VII 

PROJECT MANAGEMENT 

1. PROJECT IMPLEMENTATION MECHANISM 

(i) At present there is one Municipal Engineer, One Junior Engineeer, One Overseer and one 

Work Inspector working in the Engineering Section. After Sanctioning of IHSDP additional 

technical staff will be appointed. 

(iii-a) Housing: 

Execution by the beneficiary 

Schedule – 15 Months 

(iii-b) Infrastructrure: 

Routine procedure by calling for open tenders and awarding work order. 

Schedule – One Year 

(vi) Beneficiary committee will be formed in consultation with the beneficiary and asset audit will 

be conducted by third party inspection. 

2. DETAILS OF PROJECT SUSTAINABILITY 

(i) Nominal user charges will be collected for water supply and sewerage after getting necessary 

approval from the council. 

(ii) The beneficiary committee will be involved in maintenance of the assets created under 

IHSDP. 

(iii) For operation and maintenance of the asset, the funds will be met out from general fund as 

and when required. 

Progress in % 

120 

100 

80 

60 

40 

20 

0 

2 4 6 8 10 12 

Months 

Housing Infrastructure 

3. OPERATION & MAINTENANCE DETAILS OF SERVICES 

(i) Funds are earmarked for the maintenance of asstes by providing necessary provision in the 

budget. 



- 49 - 

VII DOCUMENT REQUIRED 



Sl. 

No 

- 50 - 

Documents Required Attached / Not Attached 

1 Key map of the city indicating locations of slums Attached 

2 Key map proposed site and surrounding areas Attached 

3 

4 

5 

6 

Approved Layout plans indicating proposed areas 

for housing, roads, open spaces, community 

facilities etc. 

Approved building designs. The confirmation & 

details of computerized structural design for 

multistoried buildings. 

Service plans indicating existing and proposed 

components 

Both housing and Infrastructure components, 

specifications, detailed bill of quantities based on 

measurement, rate analysis, maps / drawings 

(existing & proposed ) etc., 

Attached 

Attached 

Attached 

Attached 

7 List of Beneficiaries Attached 

8 Photographs of existing & proposed site Attached 

9 Recommendations of SLCC Nil 

10 

11 

Financials of the ULB, indicating total budget, 

surplus and expenditure, revenue base with sources, 

budgetary support, and market linked financial 

instruments and / or other sources. 

Undertaking from Nodal / implementing agency on 

the adequacy and correctness of design, quality 

calculations and conformity to the proposed 

planning. 

12 Copy of signed MOA Nil 

13 

14 

Certificate confirming that the slum will be 

denotified 

Confirmation regarding consideration of earth 

quake resistant design. 



Nil 

Nil 

Attached 

Nil

- 51 - 

MASTER PLAN FOR DHARAPURAM 

This existing administrative status of the town comes under the classification of 

Municipality which is coming under the administration of Director of Municipal 

Administration, Government of Tamil Nadu. The town having a Master Plan under 

Tamil Nadu Town & Country Planning Act. This Master Plan was approved as per 

G.O. NO : 1288/H & UD Dated : 26-10-90. The development of the Town is based on 

the approved Master Plan 2001. 

In this Master Plan the entire area is classified in the following Status : 

1. Residential Area - 2.74 

2. Commercial Area - 0.32 

3. Industrial Area - 0.21 

4. Educational - 0.33 

5. Public and Semi Public - 0.25 

6. Agri and other Use - 3.17 

- 7.02 sq.km 

c. Urbanisable area - 3.85 sq.km 

d. Non Urbanisable area - 3.17 sq.km 

Total - 7.02 sq.km 

The Municipality has submitted the revised master plan to the Government of 

Tamilnadu for getting approval. 

The development of the town is guided by the guidelines and instructions issued 

by Government of Tamil Nadu, Commissioner of Municipal administration and District 

Collector. Based on the 74th amendment Act, the elected council has been formed 

which will take care of development and perspective Plan of the town. 



POLLACHI 

CENTRAL BUS STAND 

RELIGIO US CEN TER 

EDUCUCA TIONAL 

O.H.T WATER TANK 

HOSPITAL 

CHANNAL 

RIVER 

BURIA L GROUND 

COMM UNITY TOILET 

DAILY MARKET 

MUNICIPAL PARK 

ELLISH NAGAR 

NO.28 

CHITHRAVUTHAN PALAYAM 

- 52 - 

28 

POLLACH IROAD 

N ACHIMUTH UPPU THUR 

COIM BAT ORE 

K ANNAKI NAGAR 

N .M .P N AGAR 

H OUSIN G UNIT 

NO.30 

NANJIYAM P ALAYAM 

K OTTA PPULIPALAYAM 

CHERAN NAGAR 

26 

O.H.T 

BYE PASS RO AD 

M UTHU NAGAR 

BYE PASS RO AD 

COIMBATORE & 

TIRUPUR 

N ANJIAM PALAYAM 

STREET 

O.H.T 

N EW BUS STAND 

O.H.T 

G EETHA NAGAR 

PON NU METRIC HR 

SCH OOL 

U DUMALAI 

PETTAI 

1 

2 

NADAR STREET 

A NNA O.H.T NAGAR 


RAMANA THAN NAGAR 

N ATESAN N AGAR 


KAMARAJA 

PURAM 

NEHRU 

NAGAR 

30 

K ULATHU PUNCHUI 

STREET 

N .G.G.O CO LONY 

C.S.I NAGAR 

M.S.P N AG AR 

V ITTA LBOY NAGAR 

CHEN NIY APPA N AGAR 

V ASANDH A ROAD 

RAJA NTH IRA NAGAR 

UDUMMALAI ROAD 

ROMAN 

CATHOLIC 

STREET 

3 4 

TIRUPUR 

ROAD 

SLUM 

SUNDH ARAM 

CHETTIYAMMAI 

STREET 

NETHAJI STREET 

U DUMALA I ROAD 

16 

G INNA MA ITHANAM 

SUNDH ARAM 

A GRAHARAM 

C.S.I COM PO UND 

K ANNAN NAGAR 

G ANTHIPURAM 

SELV AM MAN DAPAM 

24 

25 

29 

TIRUPUR 

27 

K URUN CHI NAGAR L.G.COLONY 

A LANGIYAM 

ERODE DISTRICT 


MASTER PLAN 

NO.31 

DHARAPURAM (NORTH) 

NO.68 

DHARAPURAM (SOUTH) 



O.H.T 

ALANGIY AM ROAD 

6 

C.S.I EDUCATIONL 

TRUST 

C.S.I H OSPITAL 

CLOTH 

BAZZAR 

STREET 

O.H.T O.H.T 

20 

A MMBETHKAR 

NAGAR 

O.H.T 

PALANI 

M OSQUE 7 

STREET 

15 

A GAMUTAIYAR 

STREET 

N.N.PETTAI STREET 

M.M.C 

C.M.M.S 

M URUGAN 

KOVIL STREET 

VELLAIYAPPA 

NAGAR 

PANAG KADU 

G ANDHIUPURAM 

M ARIYAMMAN 

KOVIL 

KATTU 

N AYAGAR 

STREET 

A MMBETHKAR 

21 NAGAR 

N ATTRAYAN 

PILLA I STREET 

PUKKARA 

STREET 

23 

19 

5 

STREET 

17 

8 

BIRAVN 

KOVIL 

STREET 

D EVANTHIRA 

STREET 

WEST KA TCARI 

STREET 

K RISTIYAN 

STREET 

BASGAR 

THOTAM 

PERIYAR WEST 

PERIY AR EAST 

K ALIYAMMAN 

KOVIL 

STREET 

B.R.MAIN 

STREET 

CHOLLAKADAI 

STREET 

RAMAR 

KOVIL 

STREET ANNUMANTHA 

PURAM 

K UDITHERU 

18 

O LD AG RAHARM 

U DAIYAR STREET 

22 

PARK ROAD 

G OVT. 

HOSPITAL 

O.H.T 

K ARU R ROAD 

K OTTAI MADU 

PALA NI ROAD 

AMARAVATHI RIVER 

K OLINGIVADI 

K UTITERU 

9 10 

14 

13 

K ARU R R OAD 

K OLINGIVADI 

NO.66 

KOLINJIVADI 

MENACHI PURAM 

PALAN I DINDUG AL ROAD 

NO.66 

KOLINJIVADI 

11 

A CHIYUR 

MENACHI PURAM 

WEST 

O.H.T 

UPPUTHURAI 

PALAYAM 

12 

U PPU THU RAI 

PALAYAM 

NORTH 

KARUR 

RETTA RAVA LASU 

NO.64 

KOLATHUPP ALAYAM 

DINDUGAL 

EXISTING SLUMS 

PROPOSED SLUMS 

KAMARAJAPURAM 

ROMAN CATHOLIC 

TIRUPUR ROAD SLUM 

NEHRU NAGAR

- 53 - 



- 54 - 



- 55 - 



- 56 - 



W 

V 

TOILET 

0.90X1.20 

BED ROOM 

2.62X2.20 KITCHEN 

1.64X2.20 

BATH ROOM 

1.76X1.00 

HALL 

2.50X2.31 

- 57 - 

PLAN , SECTION & ELEVATION SHOWING THE PROPOSED CONSTRUCTION OF 

DWELING UNIT IN SLUM CLUSTER AREA AT DHARAPURAM MUNICIPALTY 

D1 

D 

D1 

ELEVATION 

PLAN 

W 

W 

GL 

NOTE : 

3.073 0.889 

.30 

0.7M 

0.4 

0.2 

0.5 

SECTION 

PLINTH AREA IN GROUND FLOOR : 25.11 SQ.M 

JOINERY DETAILS : 

DOORS - D - 0.90 X 2.00 M 

DOORS - D1 - 0.75 X 2.00 M 

WINDOW - W - 0.90X1.10 M 



Parapet wall 

Weathering course 

Roofing with r c c 1:2:4 

GL 

Brick work in C.M.1:6 

Flooring concrete 1:5:10 

Sand filling 

RR masonry in cm 1:6, 

P c c 1:5:10

- 58 - 

Name of the work:Providing Fedder Line from 

Jinamaithanam OHT to Kamarajapuram slum 

Est Amount:9.00(lakhs) 



- 59 - 

Name of the work: Consutration of strom water drain 

at Kamarajapuram (South) 

Est Amount: 8.00(lakhs) 

Name of the work: Consutration of strom water drain at 

Kamarajapuram (North) 




- 60 - 



- 61 - 

Name of the work: Upgradation of Existing B.T Road 

Kamrajapuram (South) 




- 62 - 



- 63 - 

PLAN SHOWING THE PRO.RESURFACING 

DRESSING AT NEHRU NAGER EST.Rs.2.50lakhs 

35.OOM 

A 

25.00M 

Nehru nager road 

JUNIOR ENGINEER 


Pro.community 

hall 

Tirupur Road 

5.OOM 

A 

180.OOM 

C/S at A-A 

Proposed Resurfacing Dressing 


70.OOM 

sankar mill 

Pre mix carpet 

over existing BT 

MUNICIPAL ENGINEER 




13 

N

- 64 - 

Name of the work: Consutration of Work shed at Kamarajapuram 




- 65 - 

Name of the work: Consutration of Under ground drainage 

at Kamarajapuram(North) 


Name of the work: Consutration of Under ground drainage at 

Kamrajapuram (South) 

Est Amount: 8.80 (lakhs) 



- 66 - 

Name of the work: Consutration of Community kendhra at 

Nehru Nagar 




- 67 - 

Name of the work: Consutration of Compound wall 




PROJECT WISE ABSTRACT 

- 68 - 


IHSDP SCHEME 

Sl.No. Particulars 

1. Construction of New Houses 

Unit / 

Km 



Estimate 

Amount 

a) Kamarajapuram 67 71.69 

b) Roman Catholic Street 47 50.29 

c) Tirupur Road 55 58.85 

d) Nehru Nagar 19 20.33 

II. Water Supply 

TOTAL 188 201.16 

a) Providing Feeder Main at Kamarajapuram 2.93 9.00 

III. B.T. Road 

a) Upgradation of Existing B.T. Road in Kamarajapuram (South) 0.47 6.00 

b) Upgradation of Existing B.T. Road in Kamarajapuram (North) 1.93 19.00 

c) Resurface dressing B.T. Road at Nehru Nagar 0.27 2.50 

TOTAL 2.67 27.50 

IV. a) Construction SWD at Kamarajapuam (South) 0.95 8.00 

V. UGD 

b) Construction SWD at Kamarajapuam (North) 1.93 23.50 

c) Construction retaining wall and SWD at Kamarajapuam (East) 0.32 17.00 

d) Construction SWD at Roman Catholic Street 0.35 6.10 

e) Construction SWD at Nehru Nagar 0.35 5.00 

TOTAL 3.9 59.60 

a) Providing UGD Main at Kamarajarapuram South 0.53 8.80 

b) Providing UGD Main at Kamarajarapuram North 2.20 24.70 

TOTAL 2.73 33.50 

VI. Work shed at Kamarajapuram 1 No 2.40 

VII. Construction of Community Kendra at Nehru Nagar 1 No 25.00 

VIII. Construction of Compound wall 0.15 1.50 

NET TOTAL 359.66

- 69 - 

SPECIFICATION REPORT FOR THE WORK 

OF CONSTRUCTION OF DWELLING HOUSE 

Estimate of cost: 1.07 Lakhs 

1. Name of the work : Construction of Dwelling unit in Slum Cluster Area 

2. Scheme : IHSDP 

3. Location : Slum area 

4. Necessity : Better living conditions of poor slum people 

And there by increasing the aesthetic 

appearances of Dharapuram Town. 

5. Provision :The following provision are made in the Estimate 

1. Earth work Excavation all causes of soil 

2. PCC 1:5:10 using 40mm ISS HBG metal 

3. RR masonry in CM 1:6 for basement 

4. B.W in CM 1:5 using country bricks of std size 

5. Supplying and erection of Steel centering for 

lintel and roof slab 

6. Supplying and fabrication of MS (or) RTS rod. 

7. RCC 1:2:4 using 20mm HBG metal for roofing 

8. Supply and fixing of steel doors and windows 

9. Plastering with cement mortar 1:3 mix 10mm tk 


11. Granolithic flooring Concrete using 1:2:4 mix 

25mm thick 

6. Rates : Current PWD Schedule of rate 2008-09 

7. Conditions : The work will be carried out as per PWD 

specification and Instruction issued by higher 

officers from time to time. 



Sl. 

N 

o 

- 70 - 


IHSDP Scheme 2008 - 09 

ABSTRACT OF ESTIMATE 

Name of Work: Construction of Dwelling unit in Slum Cluster Area 

Estimate Amount : Rs.1.07Lakhs. 

Description of the Work Quantity Rate Per Amount 

1 Earth work excavation for foundation in 

all kinds of soils and sub soils to full 

depth as directed by the departmental 

officers except hard rock inclusive of 

shoring strutting and balling out water 

wherever necessary and refilling the 

sides of foundation with excavated 

earth in layers of 15cm thick well 

rammed and consolidated and 

depositing the surplus earth with in the 

compound in places shown by the 

departmental officers with initial lead of 

10 meters and initial lift of 2 meters 

including cost of all labour charges etc., 

complete as per standard specification 

23 & 24 VI (S2) VII.9,10 

2 Cement concrete in 1:5:10[one cement 

and five sand and ten aggregate ] 

using 40 mm size ISS grade machine 

crushed chips including the cost of 

mixinglaying curing etc., complete 

complying with standard specification. 

3 Random rubble masonry in C.M.1:5 

mix Using New R.R stone with 

simultaneous pointing including all cost 

and conveyance of all materials to the 

site and all labour charges etc 

complete. 

4 Brick work in cement morter1:5(one 

cement and five sand) using country 

bricks of size 8 3/4" x 4 1/4"x 2 3/4" the 

rate including cost, conveyance of all 

materials and labour charges etc., 

complete. In ground Floor 

5 Supplying and erecting centering and 

soffits including strutting and supports 

for slabs ,beams , lintel etc.,using 90cm 

x 60cm and B.G 10stifened with 

welded mild steel angles of size 25mm 

x 25mm x 3mm for boarding laid over( 

silver oak joists ) of size 10cm x 6.50cm 

spread at about 90cm etc. complete 

complying with standard specification . 

6 Reinforced cement concrete 1:2:4 (one 

cement two sand four aggregates) 

using 20mm ISS HBG metal including 

cost of all materials and labour charges 

for mixing, laying, finishing and curing 

etc complete but excluding cost of steel 

& Centering charges etc., complete as 

per SS 

9.00 M 3 60.86 1M 3 547.74 

3.30 M 3 1688.10 1M 3 5570.73 

9.40 M 3 1536.49 1M 3 14443.01 

16.00 M 3 1940.40 1M 3 31046.40 

27.00 M 2 251.56 1M 2 6792.12 

3.30 M 3 3005.00 1M 3 9916.50 



7 Supplying, fabricating and placing in 

position of Steel Reinforcement using 

Mild steel or Ribbed tor steel rods, for 

all RCC works as per the design given 

by the departmental officers including 

cost of steel and binding wire and all 

labour charges for cutting, bending, 

tying and placing in position etc, 

complete as per SS. 

8 Supply and fixing of Ms steel door & 

window and etc., using necessary 

angels flats,GI sheet the rate including 

of locking arrangements,hold fast and 

primaing goat etc., as per std 

specification (Double / Single Door) 

9 Flooring with granolathic concrete using 

PCC 1:2:4 (one three two sand and four 

aggregates using 10mm and below 

HBG stone jelly"25mm thick as per std 

specification 

10 Plastering in cement mortar 1:5 mix 

12mm thick using clean screened sand 

and including cost of curing for fifteen 

days from the completion of the work 

and surface should free from 

undulations and including the cost of 

preparing the surface for plastering and 

protecting for plastering for plastering 

and protecting from other damages till 

setting of mortar etc.complete 

complying with standard specification-- 

10m2 












10m2 

12 white washing two coats over plastererd 

wall surface as per standrad 

specification 

13 Colour washing two coats over 

plastererd wall surface as per standrad 

specification 

14 Supply and fixing in position with ISI 

make 18" water closet size including all 

cost and conveyance of 

materials,labour charges etc.,complete 

with stanarad specification 

15 Supply and fixing RCC jolly including 

cost of all materials to site and all labour 

charges etc., complete as per standard 

specification 

16 Painting two coats New Iron work 

including all cost and conveyance of all 

labour and material chargesbut 

- 71 - 

275.0 

0 

kg 50.90 1kg 13997.50 

170.0 

0 M3 46.20 1M 3 7854.00 

18.00 M 2 70.55 1M 2 1269.90 

100.0 

0 M2 60.20 1M 2 6020.00 

27.00 M 2 68.60 1M 2 1852.20 

85.00 M 2 6.48 1M 2 550.80 

42.00 M 2 9.48 1M 2 398.16 

1.00 N 

o 

750.00 



1N 

o 

750.00 

1.00 M 2 100.00 1M 2 100.00 

13.00 M 2 47.90 1M 2 622.70

excluding cost of Priming coat 

etc.,complete. 

- 72 - 

18 Supply and fixing of cuddapha slab 25 

mm thick as per std specification 

3.00 M 2 100.00 1M 2 300.00 

17 

Electrification arrangements 3200.00 

19 Provision for RWH structure 1200.00 

20 Provision for unforeseen items of 

works 

- 568.24 

Total 



107000.0 

0 

105231.7 

6

- 73 - 


DETAILED OF ESTIMATE 

Name of Work: Construction of Dwelling unit in Slum Cluster Area 


Sl.N 

o 

Description of Work No 

L 

Measurement in Metre 

B D 

Contents 

1 Earth work excavation for foundation in all kinds of soils and sub soils to full depth 

as directed by the departmental officers except hard rock inclusive of shoring 

strutting and balling out water wherever necessary and refilling the sides of 

foundation with excavated earth in layers of 15cm thick well rammed and 

consolidated and depositing the surplus earth with in the compound in places 

shown by the departmental officers with initial lead of 10 meters and initial lift of 2 

meters including cost of all labour charges etc., complete as per standard 

specification 23 & 24 VI (S2) VII.9,10 

Building alround 1 x 1 

18.5 

3 

0.60 0.60 6.67 

Toilets 2 sides 1 x 1 2.52 0.45 0.45 0.51 

cross wall in between hall & kit 

living 1 x 1 

2.63 0.60 0.60 0.95 

kit & living 1 x 1 2.07 0.45 0.45 0.42 

Tota 

l 

8.55 3 

M 

Say 9.00 M 3 

2 Cement concrete in 1:5:10[one cement and five sand and ten aggregate ] using 

40 mm size ISS grade machine crushed chips including the cost of mixinglaying 

curing etc., complete complying with standard specification. 


18.5 

3 

0.60 0.10 1.11 


" 1 x 1 2.63 0.60 0.10 0.16 

" 1 x 1 2.07 0.45 0.10 0.09 

hall 1 x 1 2.27 2.83 0.10 0.64 

Living 1 x 1 2.27 2.22 0.10 0.50 

Kitchen 1 x 1 2.27 1.60 0.10 0.36 

Toilet 1 x 1 1.50 1.16 0.10 0.17 

Tota 

l 

3.16 3 

M 

Say 3.30 M 3 

3 

Random rubble masonry in C.M.1:5 mix Using New R.R stone with simultaneous 

pointing including all cost and conveyance of all materials to the site and all labour 

charges etc complete. 

Building alround Ist footing 1 x 1 

18.5 

3 

0.60 0.23 2.56 

II nd 1 x 1 

18.5 

3 

0.40 0.60 4.45 


C/W in between Hall & kit,living 1 x 1 2.63 0.60 0.23 0.36 



4 

- 74 - 

II nd 1 x 1 2.83 0.40 0.60 0.68 

kit & living 1 x 1 2.27 0.40 0.60 0.54 

Tota 

l 

9.24 

Say 9.40 M 3 

Brick work in cement morter1:5(one cement and five sand) using country bricks 

of size 8 3/4" x 4 1/4"x 2 3/4" the rate including cost, conveyance of all materials 

and labour charges etc., complete. In ground Floor 

side wall 1 x 1 4.85 0.23 2.70 3.01 

" 1 x 1 3.46 0.23 2.70 2.15 

middle wall 1 x 1 4.85 0.23 3.00 3.35 

rear wall 1 x 2 2.44 0.23 2.85 3.20 

front wall 1 x 2 2.44 0.23 2.85 3.20 

Toilet wall 1 x 1 2.89 0.23 2.10 1.40 

1 x 1 2.44 0.12 2.10 0.61 

Deduction 1 x 2 0.90 0.23 1.80 -0.75 

door 1 x 2 0.90 0.23 1.20 -0.50 

window 1 x 1 0.90 0.23 0.60 -0.12 

jolli 1 x 1 0.60 0.23 0.45 -0.06 

" 1 x 1 0.75 0.23 1.80 -0.31 

Tota 

l 

15.18 

Say 16.00 

5 Supplying and erecting centering and soffits including strutting and supports for 

slabs ,beams , lintel etc.,using 90cm x 60cm and B.G 10stifened with welded mild 

steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists 

) of size 10cm x 6.50cm spread at about 90cm etc. complete complying with 

standard specification . 

hall 1 x 1 2.44 3.00 7.32 

6 

kitchen 1 x 1 2.44 4.39 10.71 

lintel 1 x 5 0.90 0.23 1.04 

side 1 x 5 1.36 0.15 1.02 

sides 1 x 1 

19.4 

5 

0.11 2.14 

Toilet 1 x 1 1.73 1.39 2.40 

side 1 x 2 4.85 0.23 2.23 

Tota 

l 

26.86 2 

M 

Say 27.00 M 2 

Reinforced cement concrete 1:2:4 (one cement two sand four aggregates) using 

20mm ISS HBG metal including cost of all materials and labour charges for 

mixing, laying, finishing and curing etc complete but excluding cost of steel & 

Centering charges etc., complete as per SS 

roof slab 1 x 2 3.02 4.85 0.11 3.22 

D/F offset 1 x 1 0.94 1.39 0.11 -0.14 

lintel 1 x 5 1.36 0.23 0.11 0.17 

Tota 

l 

3.25 

Say 3.30 M 3 



- 75 - 

7 Supplying, fabricating and placing in position of Steel Reinforcement using Mild 

steel or Ribbed tor steel rods, for all RCC works as per the design given by the 

departmental officers including cost of steel and binding wire and all labour 

charges for cutting, bending, tying and placing in position etc, complete as per SS. 

as per item 6 

8 Supply and fixing of Ms steel door & window and etc., using necessary angels 

flats,GI sheet the rate including of locking arrangements,hold fast and primaing 

goat etc., as per std specification (Double / Single Door) 



275.0 

0 kg 

275.0 

0 kg 

door 1 x 2 0.90 1.80 3.24 

window 1 x 2 0.90 1.20 2.16 

toilet door 1 x 1 0.60 1.80 1.08 

Tota 

l 

Say 

6.48 M 2 

170.0 

0 kg 

9 Flooring with granolathic concrete using PCC 1:2:4 (one three two sand and four 

aggregates using 10mm and below HBG stone jelly"25mm thick as per std 

specification 

hall 1 x 1 2.44 3.00 7.32 

kit 1 x 1 2.44 1.83 4.47 

living 1 x 1 2.44 2.44 5.95 

Tota 

l 

17.74 

Say 18.00 M 2 

10 Plastering in cement mortar 1:5 mix 12mm thick using clean screened sand and 

including cost of curing for fifteen days from the completion of the work and 

surface should free from undulations and including the cost of preparing the 

surface for plastering and protecting for plastering for plastering and protecting 

from other damages till setting of mortar etc.complete complying with standard 

specification--10m2 

Qty as per item 1 x 1 

16.0 

0 

2.00 

/0.2 

3 

Tota 

l 

Say 

139.0 

0 

-39.00 

100.0 

0 M 2 

100.0 

0 M 2 







centering Area item 5 27.00 M 2 

12 white washing two coats over plastererd wall surface as per standrad specification 

2/3 item 10+11 85.00 M 2 

13 Colour washing two coats over plastererd wall surface as per standrad 

specification 

1/3 item 10+11 42.00 M 2

- 76 - 

14 Supply and fixing in position with ISI make 18" water closet size including all cost 

and conveyance of materials,labour charges etc.,complete with stanarad 

specification 

Toilet 

1 x 1 

15 Supply and fixing RCC jolly including cost of all materials to site and all labour 

charges etc., complete as per standard specification 



1.00 N 

o 

kitchen 1 x 1 0.90 0.60 0.54 

Toilet 1 x 1 0.60 0.45 0.27 

Tota 

l 

0.81 2 

M 

Say 1.00 M 2 

16 Painting two coats New Iron work including all cost and conveyance of all labour 

and material chargesbut excluding cost of Priming coat etc.,complete. 

2 x 2 0.90 1.80 6.48 M 2 

2 x 2 0.90 1.20 4.32 

2 x 1 0.60 1.80 2.16 

Tota 

l 

12.96 

Say 13.00 

17 Supply and fixing of cuddapha slab 25 mm thick as per std specification 

kitchen plat form 1 x 1 2.44 0.60 1.46 

selves 1 x 4 1.20 0.30 1.44 

Tota 

l 

2.90 

Say 3.00 M 2 

18 Electrification arrangements 

19 Provision for RWH structure 

20 Provision for unforeseen 

items of works - 

- - -

- 77 - 

Specification report to accompany the estimate for the work of Construction of 

Shelter at Kamarajapuram. 

Estimate Amount Rs. 1.07 Lakhs. X 67 = 71.69Lakhs 

1. Name of work : Construction of Shelter Kamarajapuram. 


3. Location : Kamarajapuram 

4. Classification : Housing 

5 Necessity : To provide a better up-gradation in life 

6. Proposal : Construction of dwelling unit 

6.1 Soil condition : Hard Gravelly Soil 

6.2 Building : Dwelling unit of plinth area 25.11Sq.m (269.93 

Sq.Ft) in load bearing type structure with 

R.C.C. Roof 

7 Provisions made are 

1. Suitable foundation in hard gravelly soil to a depth of 0.6 M and 



- 78 - 

foundation concrete in 1:5:10 mix using 40 mm metal for 10 C.M thick. 

2. Basement is proposed in R.R Masonry in C.M 1:5 mix up to a height of 

0.30 M above ground level. 

3. Super structure is proposed in Brick work in C.M 1:5 mix and plastering 

12 mm thick. 

4. Roof is proposed in R.C.C. 1:2:4 mix to a thickness of 11 c.m. 

5. Suitable bath and toilet, M.S Door and R.C.C Jolly work are proposed. 

6. Totally 3 rooms to cover all needs and separate Bath & Toilet is 

proposed at a cost of Rs. 1,07,000/- 

7. Provision for RWH structure 

8. Provision for Electrification charges Leach pit,water supply,H.S.C. 

8. L.S. Provision : The following L.S Provisions are made in this 

estimate. 

1. Provision for selves 

2. Provision for Leach pit 

3. Contingencies and unforeseen charges 

9 Rates : Current schedule of rates for the year 2008- 

2009 of PWD & TWAD Erode District is 

Adopted 

10 Conclusion : The work will be carried out as per TNDS 

specification 

11 Name of District : Erode 

12 Name of Municipality : Dharapuram 

PROFORMA 

1. Details of C.D Works 

S. 

No 

Location Nos 

2. Details of Building works 

Type of 

Work 

Does not Arise 

Length in 

M 

S. No Name of Work Proposed 

1 Area of proposed Building 25.11 Sq.m 

2 No. of Rooms 3 

Cost (Rs. 

In Lakhs) 



- 79 - 

3 Type of Roof R.C.C 

4 Cost Rs. 1,07,000/- 

5 Open Area 2.30 Sq.m 



Sl. 

N 

o 

- 80 - 




Name of the Work : Construction of Dwelling unit at Kamarajapuram 


















23 & 24 VI (S2) VII.9,10 












complete. 























per SS 

9.00 M 3 60.86 1M 3 547.74 

3.30 M 3 1688.10 1M 3 5570.73 

9.40 M 3 1536.49 1M 3 14443.01 

16.00 M 3 1940.40 1M 3 31046.40 

27.00 M 2 251.56 1M 2 6792.12 

3.30 M 3 3005.00 1M 3 9916.50 






















specification 












10m2 












10m2 



specification 



specification 









specification 

- 81 - 

275.0 

0 

kg 50.90 1kg 13997.50 

170.0 

0 M3 46.20 1M 3 7854.00 

18.00 M 2 70.55 1M 2 1269.90 

100.0 

0 M2 60.20 1M 2 6020.00 

27.00 M 2 68.60 1M 2 1852.20 

85.00 M 2 6.48 1M 2 550.80 

42.00 M 2 9.48 1M 2 398.16 

1.00 N 

o 

750.00 



1N 

o 

750.00 

1.00 M 2 100.00 1M 2 100.00



labour and material chargesbut 


18 


Supply and fixing of cuddapha slab 25 


- 82 - 

13.00 M 2 47.90 1M 2 622.70 

3.00 M 2 100.00 1M 2 300.00 

17 Electrification arrangements 3200.00 



works 

- 568.24 

Total 



107000.0 

0 

105231.7 

6

- 83 - 



Name of the Work : Construction of Dwelling unit at Kamarajapuram 


Sl.N 

o 


L 


B D 

Contents 










18.5 

3 

0.60 0.60 6.67 



living 1 x 1 

2.63 0.60 0.60 0.95 

kit & living 1 x 1 2.07 0.45 0.45 0.42 

Tota 

l 

8.55 3 

M 

Say 9.00 M 3 





18.5 

3 

0.60 0.10 1.11 


" 1 x 1 2.63 0.60 0.10 0.16 

" 1 x 1 2.07 0.45 0.10 0.09 

hall 1 x 1 2.27 2.83 0.10 0.64 

Living 1 x 1 2.27 2.22 0.10 0.50 

Kitchen 1 x 1 2.27 1.60 0.10 0.36 

Toilet 1 x 1 1.50 1.16 0.10 0.17 

Tota 

l 

3.16 3 

M 

Say 3.30 M 3 

3 





18.5 

3 

0.60 0.23 2.56 

II nd 1 x 1 

18.5 

3 

0.40 0.60 4.45 



II nd 1 x 1 2.83 0.40 0.60 0.68 

kit & living 1 x 1 2.27 0.40 0.60 0.54 

Tota 

l 

9.24 

Say 9.40 M 3 



4 

- 84 - 

Brick work in cement morter1:5(one cement and five sand) using country bricks 



side wall 1 x 1 4.85 0.23 2.70 3.01 

" 1 x 1 3.46 0.23 2.70 2.15 

middle wall 1 x 1 4.85 0.23 3.00 3.35 

rear wall 1 x 2 2.44 0.23 2.85 3.20 

front wall 1 x 2 2.44 0.23 2.85 3.20 

Toilet wall 1 x 1 2.89 0.23 2.10 1.40 

1 x 1 2.44 0.12 2.10 0.61 

Deduction 1 x 2 0.90 0.23 1.80 -0.75 

door 1 x 2 0.90 0.23 1.20 -0.50 

window 1 x 1 0.90 0.23 0.60 -0.12 

jolli 1 x 1 0.60 0.23 0.45 -0.06 

" 1 x 1 0.75 0.23 1.80 -0.31 

Tota 

l 

15.18 

Say 16.00 






hall 1 x 1 2.44 3.00 7.32 

6 

kitchen 1 x 1 2.44 4.39 10.71 

lintel 1 x 5 0.90 0.23 1.04 

side 1 x 5 1.36 0.15 1.02 

sides 1 x 1 

19.4 

5 

0.11 2.14 

Toilet 1 x 1 1.73 1.39 2.40 

side 1 x 2 4.85 0.23 2.23 

Tota 

l 

26.86 2 

M 

Say 27.00 M 2 





roof slab 1 x 2 3.02 4.85 0.11 3.22 

D/F offset 1 x 1 0.94 1.39 0.11 -0.14 

lintel 1 x 5 1.36 0.23 0.11 0.17 

Tota 

l 

3.25 

Say 3.30 M 3 





as per item 6 



275.0 

0 kg 

275.0 

0 kg

- 85 - 




door 1 x 2 0.90 1.80 3.24 

window 1 x 2 0.90 1.20 2.16 

toilet door 1 x 1 0.60 1.80 1.08 



Tota 

l 

Say 

6.48 M 2 

170.0 

0 kg 



specification 

hall 1 x 1 2.44 3.00 7.32 

kit 1 x 1 2.44 1.83 4.47 

living 1 x 1 2.44 2.44 5.95 

Tota 

l 

17.74 

Say 18.00 M 2 








16.0 

0 

2.00 

/0.2 

3 

Tota 

l 

Say 

139.0 

0 

-39.00 

100.0 

0 M 2 

100.0 

0 M 2 








12 white washing two coats over plastererd wall surface as per standrad specification 

2/3 item 10+11 85.00 M 2 


specification 

1/3 item 10+11 42.00 M 2 



specification 

Toilet 

1 x 1 



1.00 N 

o

- 86 - 

kitchen 1 x 1 0.90 0.60 0.54 

Toilet 1 x 1 0.60 0.45 0.27 

Tota 

l 

0.81 2 

M 

Say 1.00 M 2 



2 x 2 0.90 1.80 6.48 M 2 

2 x 2 0.90 1.20 4.32 

2 x 1 0.60 1.80 2.16 

Tota 

l 

12.96 

Say 13.00 



selves 1 x 4 1.20 0.30 1.44 

Tota 

l 

2.90 

Say 3.00 M 2 





- - - 



- 87 - 


Shelter at Roman Catholic Slum Area. 

Estimate Amount Rs. 1.07 Lakhs. X 47 = 50.29Lakhs 

1. Name of work : Construction of Shelter Roman Catholic 

Slum Area. 


3. Location : Roman Catholic Slum 





6.2 Building : Dwelling unit of plinth area 25.70 Sq.m (277 


R.C.C. Roof 







12 mm thick. 






16. Provision for Electrification charges 


estimate. 






9 Rates : 

- 88 - 

Current schedule of rates for the year 2008- 


Adopted 

10 Conclusion : The work will be carried out as per TNDS 

specification 



PROFORMA 


S. 

No 

Location Nos 


Type of 

Work 


Length in 

M 





4 Cost Rs. 1,07,000/- 


Cost (Rs. 

In Lakhs) 



Sl. 

N 

o 

- 89 - 




Name of the Work : Construction of Dwelling unit at Roman Catholic 


















23 & 24 VI (S2) VII.9,10 












complete. 























per SS 

9.00 M 3 60.86 1M 3 547.74 

3.30 M 3 1688.10 1M 3 5570.73 

9.40 M 3 1536.49 1M 3 14443.01 

16.00 M 3 1940.40 1M 3 31046.40 

27.00 M 2 251.56 1M 2 6792.12 

3.30 M 3 3005.00 1M 3 9916.50 






















specification 












10m2 












10m2 



specification 



specification 






15 

Supply and fixing RCC jolly including 



specification 

- 90 - 

275.0 

0 

kg 50.90 1kg 13997.50 

170.0 

0 M3 46.20 1M 3 7854.00 

18.00 M 2 70.55 1M 2 1269.90 

100.0 

0 M2 60.20 1M 2 6020.00 

27.00 M 2 68.60 1M 2 1852.20 

85.00 M 2 6.48 1M 2 550.80 

42.00 M 2 9.48 1M 2 398.16 

1.00 N 

o 

750.00 



1N 

o 

750.00 

1.00 M 2 100.00 1M 2 100.00

16 

- 91 - 

Painting two coats New Iron work 


labour and material chargesbut 13.00 M 



2 47.90 1M 2 622.70 

17 



3.00 M 2 100.00 1M 2 300.00 

18 

Electrification arrangements 

3200.00 



works 

- 568.24 

107000.0 

Total 

0 



105231.7 

6

- 92 - 



- 93 - 



Name of the Work : Construction of Dwelling unit at Roman Catholic 


Sl.N 

o 


L 


B D 

Contents 










18.5 

3 

0.60 0.60 6.67 



living 1 x 1 

2.63 0.60 0.60 0.95 

kit & living 1 x 1 2.07 0.45 0.45 0.42 

Tota 

l 

8.55 3 

M 

Say 9.00 M 3 




3 


18.5 

3 

0.60 0.10 1.11 


" 1 x 1 2.63 0.60 0.10 0.16 

" 1 x 1 2.07 0.45 0.10 0.09 

hall 1 x 1 2.27 2.83 0.10 0.64 

Living 1 x 1 2.27 2.22 0.10 0.50 

Kitchen 1 x 1 2.27 1.60 0.10 0.36 

Toilet 1 x 1 1.50 1.16 0.10 0.17 

Tota 

l 

3.16 3 

M 

Say 3.30 M 3 





18.5 

3 

0.60 0.23 2.56 

II nd 1 x 1 

18.5 

3 

0.40 0.60 4.45 



II nd 1 x 1 2.83 0.40 0.60 0.68 

kit & living 1 x 1 2.27 0.40 0.60 0.54 

Tota 

l 

9.24 

Say 9.40 M 3 



- 94 - 

4 Brick work in cement morter1:5(one cement and five sand) using country bricks 



side wall 1 x 1 4.85 0.23 2.70 3.01 

" 1 x 1 3.46 0.23 2.70 2.15 

middle wall 1 x 1 4.85 0.23 3.00 3.35 

rear wall 1 x 2 2.44 0.23 2.85 3.20 

front wall 1 x 2 2.44 0.23 2.85 3.20 

Toilet wall 1 x 1 2.89 0.23 2.10 1.40 

1 x 1 2.44 0.12 2.10 0.61 

Deduction 1 x 2 0.90 0.23 1.80 -0.75 

door 1 x 2 0.90 0.23 1.20 -0.50 

window 1 x 1 0.90 0.23 0.60 -0.12 

jolli 1 x 1 0.60 0.23 0.45 -0.06 

" 1 x 1 0.75 0.23 1.80 -0.31 

Tota 

l 

15.18 

Say 16.00 






hall 1 x 1 2.44 3.00 7.32 

6 

kitchen 1 x 1 2.44 4.39 10.71 

lintel 1 x 5 0.90 0.23 1.04 

side 1 x 5 1.36 0.15 1.02 

sides 1 x 1 

19.4 

5 

0.11 2.14 

Toilet 1 x 1 1.73 1.39 2.40 

side 1 x 2 4.85 0.23 2.23 

Tota 

l 

26.86 2 

M 

Say 27.00 M 2 





roof slab 1 x 2 3.02 4.85 0.11 3.22 

D/F offset 1 x 1 0.94 1.39 0.11 -0.14 

lintel 1 x 5 1.36 0.23 0.11 0.17 

Tota 

l 

3.25 

Say 3.30 M 3 





as per item 6 



275.0 

0 kg

- 95 - 




275.0 

0 kg 

door 1 x 2 0.90 1.80 3.24 

window 1 x 2 0.90 1.20 2.16 

toilet door 1 x 1 0.60 1.80 1.08 

42.00 2 

1/3 item 10+11 

M 



Tota 

l 

Say 

6.48 M 2 

170.0 

0 kg 



specification 

hall 1 x 1 2.44 3.00 7.32 

kit 1 x 1 2.44 1.83 4.47 

living 1 x 1 2.44 2.44 5.95 

Tota 

l 

17.74 

Say 18.00 M 2 

10 Plastering in cement mortar 1:5 mix 12mm thick using clean screened 

sand and including cost of curing for fifteen days from the completion of 

the work and surface should free from undulations and including the cost 

of preparing the surface for plastering and protecting for plastering for 

plastering and protecting from other damages till setting of mortar 

etc.complete complying with standard specification--10m2 


16.0 

0 

2.00 

/0.2 

3 

Tota 

l 







12 

centering Area item 5 

white washing two coats over plastererd wall surface as per standrad specification 

2/3 item 10+11 


specification 

Say 

139.0 

0 

-39.00 

100.0 

0 M 2 

100.0 

0 M 2 

27.00 M 2 

85.00 M 2

- 96 - 



specification 

Toilet 

1 x 1 

15 Supply and fixing RCC jolly including cost of all materials to site and all 

labour charges etc., complete as per standard specification 

kitchen 

1 x 1 

Toilet 1 x 1 



1.00 N 

o 

0.90 0.60 0.54 

0.60 0.45 0.27 



Tota 

l 

0.81 2 

M 

Say 1.00 M 2 

2 x 2 0.90 1.80 6.48 M 2 

2 x 2 0.90 1.20 4.32 

2 x 1 0.60 1.80 2.16 

Tota 

l 

12.96 

Say 13.00 



selves 1 x 4 1.20 0.30 1.44 

Tota 

l 

2.90 

Say 3.00 M 2 





- - -

- 97 - 


Shelter at Tiruppur Road 

Estimate Amount Rs. 1.07 Lakhs. X 55 = 58.55 Lakhs 

1. Name of work : Construction of Shelter Tiruppur Road. 


3. Location : Tiruppur Road 







R.C.C. Roof 







12 mm thick. 








estimate. 








10 Conclusion : 

- 98 - 

Adopted 

The work will be carried out as per TNDS 

specification 



PROFORMA 


S. 

No 

Location Nos 


Type of 

Work 


Length in 

M 





4 Cost Rs. 1,07,000/- 


Cost (Rs. 

In Lakhs) 



Sl. 

N 

o 

- 99 - 




Name of the Work : Construction of Dwelling unit at Tirupur Road 


















23 & 24 VI (S2) VII.9,10 

2 

Cement concrete in 1:5:10[one cement 











complete. 
















9.00 M 3 60.86 1M 3 547.74 

3.30 M 3 1688.10 1M 3 5570.73 

9.40 M 3 1536.49 1M 3 14443.01 

16.00 M 3 1940.40 1M 3 31046.40 

27.00 M 2 251.56 1M 2 6792.12 







3.30 M 



3 3005.00 1M 3 9916.50


per SS 




















specification 












10m2 












10m2 



specification 



specification 









specification 

- 100 - 

275.0 

0 

kg 50.90 1kg 13997.50 

170.0 

0 M3 46.20 1M 3 7854.00 

18.00 M 2 70.55 1M 2 1269.90 

100.0 

0 M2 60.20 1M 2 6020.00 

27.00 M 2 68.60 1M 2 1852.20 

85.00 M 2 6.48 1M 2 550.80 

42.00 M 2 9.48 1M 2 398.16 

1.00 N 

o 

750.00 



1N 

o 

750.00 

1.00 M 2 100.00 1M 2 100.00

- 101 - 



labour and material chargesbut 13.00 M 



2 47.90 1M 2 622.70 

18 



3.00 M 2 100.00 1M 2 300.00 

17 

Electrification arrangements 3200.00 



works 

Total 



568.24 

107000.0 

0 

105231.7 

6

- 102 - 



Name of the Work : Construction of Dwelling unit at Tirupur Road 


Sl.N 

o 


L 


B D 

Contents 

1 Earth work excavation for foundation in all kinds of soils and sub soils to 

full depth as directed by the departmental officers except hard rock 

inclusive of shoring strutting and balling out water wherever necessary and 

refilling the sides of foundation with excavated earth in layers of 15cm thick 

well rammed and consolidated and depositing the surplus earth with in the 

compound in places shown by the departmental officers with initial lead of 

10 meters and initial lift of 2 meters including cost of all labour charges 

etc., complete as per standard specification 23 & 24 VI (S2) VII.9,10 


18.5 

3 

0.60 0.60 6.67 



living 1 x 1 

2.63 0.60 0.60 0.95 

kit & living 1 x 1 2.07 0.45 0.45 0.42 

Tota 

l 

8.55 3 

M 

Say 9.00 M 3 

2 Cement concrete in 1:5:10[one cement and five sand and ten aggregate ] 

using 40 mm size ISS grade machine crushed chips including the cost of 

mixinglaying curing etc., complete complying with standard specification. 

3 


18.5 

3 

0.60 0.10 1.11 


" 1 x 1 2.63 0.60 0.10 0.16 

" 1 x 1 2.07 0.45 0.10 0.09 

hall 1 x 1 2.27 2.83 0.10 0.64 

Living 1 x 1 2.27 2.22 0.10 0.50 

Kitchen 1 x 1 2.27 1.60 0.10 0.36 

Toilet 1 x 1 1.50 1.16 0.10 0.17 

Tota 

l 

3.16 3 

M 

Say 3.30 M 3 

Random rubble masonry in C.M.1:5 mix Using New R.R stone with 

simultaneous pointing including all cost and conveyance of all materials to 

the site and all labour charges etc complete. 


18.5 

3 

0.60 0.23 2.56 

II nd 1 x 1 

18.5 

3 

0.40 0.60 4.45 



II nd 1 x 1 2.83 0.40 0.60 0.68 

kit & living 1 x 1 2.27 0.40 0.60 0.54 

Tota 

l 

9.24 

Say 9.40 M 



3

4 

- 103 - 

Brick work in cement morter1:5(one cement and five sand) using country 

bricks of size 8 3/4" x 4 1/4"x 2 3/4" the rate including cost, conveyance of 

all materials and labour charges etc., complete. In ground Floor 

side wall 1 x 1 4.85 0.23 2.70 3.01 

" 1 x 1 3.46 0.23 2.70 2.15 

middle wall 1 x 1 4.85 0.23 3.00 3.35 

rear wall 1 x 2 2.44 0.23 2.85 3.20 

front wall 1 x 2 2.44 0.23 2.85 3.20 

Toilet wall 1 x 1 2.89 0.23 2.10 1.40 

1 x 1 2.44 0.12 2.10 0.61 

Deduction 1 x 2 0.90 0.23 1.80 -0.75 

door 1 x 2 0.90 0.23 1.20 -0.50 

window 1 x 1 0.90 0.23 0.60 -0.12 

jolli 1 x 1 0.60 0.23 0.45 -0.06 

" 1 x 1 0.75 0.23 1.80 -0.31 

Tota 

l 

15.18 

Say 16.00 






hall 1 x 1 2.44 3.00 7.32 

6 

kitchen 1 x 1 2.44 4.39 10.71 

lintel 1 x 5 0.90 0.23 1.04 

side 1 x 5 1.36 0.15 1.02 

sides 1 x 1 

19.4 

5 

0.11 2.14 

Toilet 1 x 1 1.73 1.39 2.40 

side 1 x 2 4.85 0.23 2.23 

Tota 

l 

26.86 2 

M 

Say 27.00 M 2 





roof slab 1 x 2 3.02 4.85 0.11 3.22 

D/F offset 1 x 1 0.94 1.39 0.11 -0.14 

lintel 1 x 5 1.36 0.23 0.11 0.17 

Tota 

l 

3.25 

Say 3.30 M 3 





as per item 6 275.0 kg 



- 104 - 






0 

275.0 

0 kg 

door 1 x 2 0.90 1.80 3.24 

window 1 x 2 0.90 1.20 2.16 

toilet door 1 x 1 0.60 1.80 1.08 

Tota 

l 

Say 

6.48 M 2 

170.0 

0 kg 



specification 

hall 1 x 1 2.44 3.00 7.32 

kit 1 x 1 2.44 1.83 4.47 

living 1 x 1 2.44 2.44 5.95 

Tota 

l 

17.74 

Say 18.00 M 2 








16.0 

0 

2.00 

/0.2 

3 

Tota 

l 

Say 

139.0 

0 

-39.00 

100.0 

0 M 2 

100.0 

0 M 2 








12 

white washing two coats over plastererd wall surface as per standrad specification 

2/3 item 10+11 

85.00 M 2 


specification 

1/3 item 10+11 42.00 M 2

- 105 - 



specification 

Toilet 

1 x 1 





1.00 N 

o 

kitchen 1 x 1 0.90 0.60 0.54 

Toilet 1 x 1 0.60 0.45 0.27 

Tota 

l 

0.81 2 

M 

Say 1.00 M 2 



2 x 2 0.90 1.80 6.48 M 2 

2 x 2 0.90 1.20 4.32 

2 x 1 0.60 1.80 2.16 

Tota 

l 

12.96 

Say 13.00 



selves 1 x 4 1.20 0.30 1.44 

Tota 

l 

2.90 

Say 3.00 M 2 





- - -

- 106 - 


Shelter at Nehru nagar. 

Estimate Amount Rs. 1.07 Lakhs. X 19 = 20.33 Lakhs 

1. Name of work : Construction of Shelter Nehru Nagar. 


3. Location : Nehru Nagar 







R.C.C. Roof 







12 mm thick. 








estimate. 








10 Conclusion : 

- 107 - 

Adopted 

The work will be carried out as per TNDS 

specification 



PROFORMA 


S. 

No 

Location Nos 


Type of 

Work 


Length in 

M 





4 Cost Rs. 1,07,000/- 


Cost (Rs. 

In Lakhs) 



Sl. 

N 

o 

- 108 - 




Name of the Work : Construction of Dwelling unit at Nehru Nagar 



1 Earth work excavation for 

foundation in all kinds of soils and 

sub soils to full depth as directed by 

the departmental officers except 

hard rock inclusive of shoring 

strutting and balling out water 





depositing the surplus earth with in 

the compound in places shown by 

the departmental officers with initial 

lead of 10 meters and initial lift of 2 

meters including cost of all labour 

charges etc., complete as per 

standard specification 23 & 24 VI 

(S2) VII.9,10 

2 Cement concrete in 1:5:10[one 

cement and five sand and ten 

aggregate ] using 40 mm size ISS 

grade machine crushed chips 

including the cost of mixinglaying 

curing etc., complete complying with 

standard specification. 



simultaneous pointing including all 

cost and conveyance of all materials 

to the site and all labour charges etc 

complete. 


cement and five sand) using 

country bricks of size 8 3/4" x 4 

1/4"x 2 3/4" the rate including cost, 

conveyance of all materials and 

labour charges etc., complete. In 

ground Floor 

5 Supplying and erecting centering 

and soffits including strutting and 

supports for slabs ,beams , lintel 

etc.,using 90cm x 60cm and B.G 

10stifened with welded mild steel 

angles of size 25mm x 25mm x 

3mm for boarding laid over( silver 

oak joists ) of size 10cm x 6.50cm 

spread at about 90cm etc. 

9.00 M 3 60.86 1M 3 547.74 

3.30 M 3 1688.10 1M 3 5570.73 

9.40 M 3 1536.49 1M 3 14443.01 

16.00 M 3 1940.40 1M 3 31046.40 

27.00 M 2 251.56 1M 2 6792.12 



complete complying with standard 

specification . 

6 Reinforced cement concrete 1:2:4 

(one cement two sand four 

aggregates) using 20mm ISS HBG 

metal including cost of all materials 

and labour charges for mixing, 

laying, finishing and curing etc 

complete but excluding cost of steel 

& Centering charges etc., complete 

as per SS 


position of Steel Reinforcement 

using Mild steel or Ribbed tor steel 

rods, for all RCC works as per the 

design given by the departmental 

officers including cost of steel and 

binding wire and all labour charges 

for cutting, bending, tying and 

placing in position etc, complete as 

per SS. 



angels flats,GI sheet the rate 

including of locking 

arrangements,hold fast and 



9 Flooring with granolathic concrete 

using PCC 1:2:4 (one three two 

sand and four aggregates using 

10mm and below HBG stone 

jelly"25mm thick as per std 

specification 


12mm thick using clean screened 

sand and including cost of curing for 

fifteen days from the completion of 

the work and surface should free 

from undulations and including the 

cost of preparing the surface for 

plastering and protecting for 

plastering for plastering and 

protecting from other damages till 


complying with standard 



10mm thick using clean screened 

sand and including cost of curing for 

fifteen days from the completion of 

the work and surface should free 

from undulations and including the 

cost of preparing the surface for 

plastering and protecting for 

plastering for plastering and 

protecting from other damages till 

- 109 - 

3.30 M 3 3005.00 1M 3 9916.50 

275.0 

0 

kg 50.90 1kg 13997.50 

170.0 

0 M3 46.20 1M 3 7854.00 

18.00 M 2 70.55 1M 2 1269.90 

100.0 

0 M2 60.20 1M 2 6020.00 

27.00 M 2 68.60 1M 2 1852.20 




complying with standard 


12 white washing two coats over 

plastererd wall surface as per 

standrad specification 


plastererd wall surface as per 

standrad specification 


make 18" water closet size including 

all cost and conveyance of 

materials,labour charges 

etc.,complete with stanarad 

specification 

15 Supply and fixing RCC jolly 

including cost of all materials to site 

and all labour charges etc., 

complete as per standard 

specification 


including all cost and conveyance of 

all labour and material chargesbut 


18 


Supply and fixing of cuddapha slab 

25 mm thick as per std specification 

- 110 - 

85.00 M 2 6.48 1M 2 550.80 

42.00 M 2 9.48 1M 2 398.16 

1.00 N 

o 

750.00 



1N 

o 

750.00 

1.00 M 2 100.00 1M 2 100.00 

13.00 M 2 47.90 1M 2 622.70 

3.00 M 2 100.00 1M 2 300.00 

17 Electrification arrangements 3200.00 



works 

Total 

568.24 

107000.0 

0 

105231.7 

6

- 111 - 



Name of the Work : Construction of Dwelling unit at Nehru Nagar 


Sl.N 

o 


L 


B D 

Contents 

1 Earth work excavation for foundation in all kinds of soils and sub soils to 

full depth as directed by the departmental officers except hard rock 

inclusive of shoring strutting and balling out water wherever necessary and 

refilling the sides of foundation with excavated earth in layers of 15cm 

thick well rammed and consolidated and depositing the surplus earth with 

in the compound in places shown by the departmental officers with initial 

lead of 10 meters and initial lift of 2 meters including cost of all labour 

charges etc., complete as per standard specification 23 & 24 VI (S2) 

VII.9,10 


18.5 

3 

0.60 0.60 6.67 


cross wall in between hall & 

kit living 1 x 1 

2.63 0.60 0.60 0.95 

kit & living 1 x 1 2.07 0.45 0.45 0.42 

Tota 

l 

8.55 3 

M 

Say 9.00 M 3 




18.5 

0.60 0.10 1.11 

3 




3 


" 1 x 1 2.63 0.60 0.10 0.16 

" 1 x 1 2.07 0.45 0.10 0.09 

hall 1 x 1 2.27 2.83 0.10 0.64 

Living 1 x 1 2.27 2.22 0.10 0.50 

Kitchen 1 x 1 2.27 1.60 0.10 0.36 

Toilet 1 x 1 1.50 1.16 0.10 0.17 

Tota 

l 

3.16 3 

M 

Say 3.30 M 3 

Random rubble masonry in C.M.1:5 mix Using New R.R stone with 

simultaneous pointing including all cost and conveyance of all materials to 

the site and all labour charges etc complete. 


18.5 

3 

0.60 0.23 2.56 

II nd 1 x 1 

18.5 

3 

0.40 0.60 4.45 


C/W in between Hall & 

2.63 0.60 0.23 0.36 

kit,living 1 x 1 

II nd 1 x 1 2.83 0.40 0.60 0.68 

kit & living 1 x 1 2.27 0.40 0.60 0.54 

Tota 9.24

4 

- 112 - 

l 

Say 9.40 M 3 

Brick work in cement morter1:5(one cement and five sand) using country 

bricks of size 8 3/4" x 4 1/4"x 2 3/4" the rate including cost, conveyance of 

all materials and labour charges etc., complete. In ground Floor 

side wall 1 x 1 4.85 0.23 2.70 3.01 

" 1 x 1 3.46 0.23 2.70 2.15 

middle wall 1 x 1 4.85 0.23 3.00 3.35 

rear wall 1 x 2 2.44 0.23 2.85 3.20 

front wall 1 x 2 2.44 0.23 2.85 3.20 

Toilet wall 1 x 1 2.89 0.23 2.10 1.40 

1 x 1 2.44 0.12 2.10 0.61 

Deduction 1 x 2 0.90 0.23 1.80 -0.75 

door 1 x 2 0.90 0.23 1.20 -0.50 

window 1 x 1 0.90 0.23 0.60 -0.12 

jolli 1 x 1 0.60 0.23 0.45 -0.06 

" 1 x 1 0.75 0.23 1.80 -0.31 

Tota 

l 

15.18 

Say 16.00 

5 Supplying and erecting centering and soffits including strutting and 

supports for slabs ,beams , lintel etc.,using 90cm x 60cm and B.G 

10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for 

boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at 

about 90cm etc. complete complying with standard specification . 

hall 1 x 1 2.44 3.00 7.32 

kitchen 1 x 1 2.44 4.39 10.71 

lintel 1 x 5 0.90 0.23 1.04 

side 1 x 5 1.36 0.15 1.02 

sides 1 x 1 

19.4 

5 

0.11 2.14 

Toilet 1 x 1 1.73 1.39 2.40 

side 1 x 2 4.85 0.23 2.23 

Tota 

l 

26.86 2 

M 

Say 27.00 M 2 

6 

Reinforced cement concrete 1:2:4 (one cement two sand four aggregates) 

using 20mm ISS HBG metal including cost of all materials and labour 

charges for mixing, laying, finishing and curing etc complete but excluding 

cost of steel & Centering charges etc., complete as per SS 

roof slab 1 x 2 3.02 4.85 0.11 3.22 

D/F offset 1 x 1 0.94 1.39 0.11 -0.14 

lintel 1 x 5 1.36 0.23 0.11 0.17 

Tota 

l 

3.25 

Say 3.30 M 3 

7 Supplying, fabricating and placing in position of Steel Reinforcement using 

Mild steel or Ribbed tor steel rods, for all RCC works as per the design 

given by the departmental officers including cost of steel and binding wire 

and all labour charges for cutting, bending, tying and placing in position 



etc, complete as per SS. 

as per item 6 

- 113 - 

275.0 

0 kg 

275.0 

0 kg 

8 Supply and fixing of Ms steel door & window and etc., using necessary 

angels flats,GI sheet the rate including of locking arrangements,hold fast 

and primaing goat etc., as per std specification (Double / Single Door) 

door 1 x 2 0.90 1.80 3.24 

window 1 x 2 0.90 1.20 2.16 

toilet door 1 x 1 0.60 1.80 1.08 

Tota 

l 



Say 

6.48 M 2 

170.0 

0 kg 

9 Flooring with granolathic concrete using PCC 1:2:4 (one three two sand 

and four aggregates using 10mm and below HBG stone jelly"25mm thick 

as per std specification 

hall 1 x 1 2.44 3.00 7.32 

kit 1 x 1 2.44 1.83 4.47 

living 1 x 1 2.44 2.44 5.95 

Tota 

l 

17.74 

Say 18.00 M 2 








16.0 

0 

2.00 

/0.2 

3 

Tota 

l 

Say 

139.0 

0 

-39.00 

100.0 

0 M 2 

100.0 

0 M 2 








12 white washing two coats over plastererd wall surface as per standrad 

specification 

2/3 item 10+11 85.00 M 2

- 114 - 


specification 

1/3 item 10+11 42.00 M 2 

14 Supply and fixing in position with ISI make 18" water closet size including 

all cost and conveyance of materials,labour charges etc.,complete with 

stanarad specification 

Toilet 

1 x 1 

15 Supply and fixing RCC jolly including cost of all materials to site and all 

labour charges etc., complete as per standard specification 



1.00 N 

o 

kitchen 1 x 1 0.90 0.60 0.54 

Toilet 1 x 1 0.60 0.45 0.27 

Tota 

l 

0.81 2 

M 

Say 1.00 M 2 

16 Painting two coats New Iron work including all cost and conveyance of all 

labour and material chargesbut excluding cost of Priming coat 


2 x 2 0.90 1.80 6.48 M 2 

2 x 2 0.90 1.20 4.32 

2 x 1 0.60 1.80 2.16 

Tota 

l 

12.96 

Say 13.00 



selves 1 x 4 1.20 0.30 1.44 

Tota 

l 

2.90 

Say 3.00 M 2 





- - -

- 115 - 



Name of the Work : Providing feeder line from Jina maithanam OHT to Kamarajapuram Slum 

Sl. 

No 

Estimate Amount : Rs.9.00 Lakhs. 


1 Earth work excavation for foundation in all kinds 

of soils and sub soils to full depth as directed by 

the departmental officers except hard rock 

inclusive of shoring strutting and balling out 

water wherever necessary and refilling the sides 

of foundation with excavated earth in layers of 

15cm thick well rammed and consolidated and 1900 M 


compound in places shown by the departmental 

officers with initial lead of 10 meters and initial lift 

of 2 meters including cost of all labour charges 

etc., complete as per standard specification 23 & 

24 VI (S2) VII.9,10 for pipe line works 

3 72.00 1M 3 136800.00 

2 Supply and delivery of wate supply materials 

with ISI specification 

a) 160 mm dia PVC pipe 6Ksc 1100 M 293.50 1M 322850.00 

b) 110 mm dia PVC pipe 6Ksc 1693 M 139.00 1M 235327.00 

c) 90mm dia PVC pipe 6 KSc 141 M 96.50 1M 13606.50 

d) water supply PVC specials L.S 10000.00 



- 116 - 

3 Lowering PVC rigid pipes and specials to trench 

and laying to prober grade and aligement jointing 

with PVC couplers with cement paste and testing 

to the required freshure including conveyance of 

the water for filling during testing etc.,complete. 

a) 160 mm dia PVC pipe 6Ksc 1100 M 7.00 1M 7700.00 

b) 110 mm dia PVC pipe 6Ksc 1693 M 6.00 1M 10158.00 

c) 90mm dia PVC pipe 6 KSc 141 M 5.00 1M 705.00 

4 Supply of Sluice valve with ISI specification 

a)150mm dia sluice valve 2 No 4774.00 1No 9548.00 

b)100 mm dia sluice valve 7 No 3168.00 1No 22176.00 

5 Supply of CI non standard speicals with ISI 

specification 

a)150mm dia CI flanged and socket 4 No 1880.00 1No 7520.00 

b)100mm dia CI flanged and socket 14 No 1175.00 1No 16450.00 

6 Refilling the excavated earth in foundation after 

laying the PVC pipes as directed by the 

1850 M 3 10.10 1M 3 18685.00 

departmental officers 

7 Restoration charges L.S 25000.00 

8 Supply and fixing of MS 5/8" x3" Bolt & Nut 30 Kg 75.00 1Kg 2250.00 

9 Supply and fixing of rubber washer (5mm thick) 30 Kg 60.00 1Kg 1800.00 

10 Labour charges for Fixing of sluice valve L.S 5000.00 

11 P.S Carges for unforeseen item of work L.S 54424.50 

Total 900000.00 

(Rupees Nine Lakhs Only) 



840575.50

- 114 - 



Name of the Work : Providing feeder line from Jina maithanam OHT to Kamarajapuram Slum 


Sl.No Description of Work No 

Measurement in 

Metre Contents 

L B D 

1 Earth work excavation for foundation in all kinds of soils and sub soils to full depth as 

directed by the departmental officers except hard rock inclusive of shoring strutting and 

balling out water wherever necessary and refilling the sides of foundation with excavated 

earth in layers of 15cm thick well rammed and consolidated and depositing the surplus 

earth with in the compound in places shown by the departmental officers with initial lead of 

10 meters and initial lift of 2 meters including cost of all labour charges etc., complete as 

per standard specification 23 & 24 VI (S2) VII.9,10 for pipe line works 

Main road 1 x 1 1100.00 0.60 1.05 693.00 

Kamarajapuram cross street 1 x 1 130.00 0.60 1.05 81.90 

" 1 x 2 110.00 0.60 1.05 138.60 

" 1 x 2 150.00 0.60 1.05 189.00 

" 1 x 2 165.00 0.60 1.05 207.90 

" 1 x 1 218.00 0.60 1.05 137.34 

" 1 x 1 225.00 0.60 1.05 141.75 

" 1 x 1 125.00 0.60 1.05 78.75 

" 1 x 1 145.00 0.60 1.05 91.35 

" 1 x 1 55.00 0.60 1.05 34.65 

" 1 x 1 36.00 0.60 1.05 22.68 

" 1 x 1 50.00 0.60 1.05 31.50 

Total 1848.42 M 3 

2 Supply and delivery of wate supply materials with ISI specification 



Say 1900.00 M 3 

a) 160 mm dia PVC pipe 6Ksc 1 x 1 1100.00 1100.00 

b) 110 mm dia PVC pipe 6Ksc 1 x 1 1693.00 1693.00 

c) 90mm dia PVC pipe 6 KSc 1 x 1 141.00 141.00 

d) Water supply PVC specials L.S 

3 Lowering PVC rigid pipes and specials to trench and laying to prober grade and aligement 

jointing with PVC couplers with cement paste and testing to the required freshure including 

conveyance of the water for filling during testing etc.,complete. 

a) 160 mm dia PVC pipe 6Ksc 1 x 1 1100.00 1100.00 

b) 110 mm dia PVC pipe 6Ksc 1 x 1 1693.00 1693.00 

c) 90mm dia PVC pipe 6 KSc 1 x 1 141.00 141.00 

4 Supply of Sluice valve with ISI specification 

a)150mm dia sluice valve 1 X 2 2.00 

b)100 mm dia sluice valve 1 X 7 7.00 

5 Supply of CI non standard speicals with ISI specification 

a)150mm dia CI flanged and socket 1 x 4 4.00 

b)100mm dia CI flanged and socket 1 x 14 14.00 

6 Refilling the excavated earth in foundation after laying 

the PVC pipes as directed by the departmental officers 

1 x 1 1850.00 1850.00 

Total 1850.00 

Say 1850.00 M 3

- 115 - 

7 Restoration charges L.S 

8 Supply and fixing of MS 5/8" x3" Bolt & Nut 1 x 30 30.00 Kg 

9 Supply and fixing of rubber washer (5mm thick) 1 x 30 30.00 kg 

10 Labour charges for Fixing of sluice valve L.S 

10 P.S Carges for unforeseen item of work - - - - L.S 



- 116 - 

Specification report to accompany the estimate for the work of storm water drain 

and culvert at Kamarajapuram - South 

Estimate Amount Rs. 8.00 Lakhs 

1. Name of work : Strom water drain and culvert at 

Kamarajapuram – South 



4. Classification : SWD and Culvert 

5 Necessity : Stagnation of water due to unhygienic to the 

public 

6. Proposal : Providing storm water drainage and culvert 

7 Provisions made are for 475 meter length 

1. Dismantling the existing RR in cement mortar 

2. Dismantling the existing damaged brick in cement mortar 

3. Earthwork excavation 

4. CC in 1:5:10 using 40mm metal 

5. Supplying and erecting or centering for drainage side wall and culvert 

body wall 

6. RR masonry in CM 1:5 mix using old RR 

7. PCC 1:3:6 using 20mm metal 

8. Plastering in CM 1:3 10mm thick 

9. Plastering in CM 1:5 mix 20mm thick 

10. Supplying and erecting of centering for culvert deck slaps 

11. Supplying fabricating of steel for RCC work 

12. RCC 1:2:4 using 20mm metal 

13. Conveyance charges 


estimate. 

Contingencies and unforeseen charges 


2009 of PWD and TWAD board 





Sl. 

No 

- 117 - 



Name of the Work : Construction of Storm Water Drain and Culvert at kamaraja puram south side 

Estimate Amount: Rs.8.00Lakhs 


1 Dismantling the existing RR masonry in cement 

mortar wall below three metre hight including cost of 

all labour charges for stocking useful materials at 

site etc., complete 

2 Dismantling the Existing damaged Brick masonry in 

cement mortar and clearing awayfrom the site of 

work as directed by the departmental officers 

3 Earthwork excavation and depositing on bank with 

initial lead of 10M and initial lift of 2M in all soil 

except hard rock requiring blasting. For drain 

4 Cement concrete in 1:5:10[one cement and five sand 

and ten aggregate ] using 40 mm size ISS grade 

machine crushed chips including the cost of 

mixinglaying curing etc., complete complying with 


5 Supplying and erecting centering to sides and soffits 

including supports and strutting for drainage sides 

and culvert body wall sides using 90cm x 60cm and 

B.G 10stifened with welded mild steel angles of size 

25mm x 25mm x 3mm for boarding laid over( silver 

oak joists ) of size 10cm x 6.50cm spread at about 

90cm etc. complete complying with standard 


6 Random rubble masonry in C.M.1:5 mix Using Old 

R.R stone with simultaneous pointing including all 

cost and conveyance of all materials to the site and 

all labour charges etc complete. 

7 Plain Cement concrete in 1:3:6 [one cement and 

three sand and six aggregate ] using 20 mm size 

ISS grade machine crushed chips including the cost 

of mixinglaying curing etc., complete complying with 


8 Plastering in cement mortar 1:3 mix 10mm thick 

using clean screened sand and including cost of 

curing for fifteen days from the completion of the 

work and surface should free from undulations and 

including the cost of preparing the surface for 

plastering and protecting for plastering for plastering 

and protecting from other damages till setting of 

mortar etc.complete complying with standard 







plastering and protecting for plastering for plastering 

and protecting from other damages till setting of 

mortar etc.complete complying with standard 


85 M 3 66.00 1M 3 5610.00 

72 M 3 66.00 1M 3 4752.00 

200 M 3 36.00 1M 3 7200.00 

94 M 3 1688.10 1M 3 158681.40 

729 M2 202.34 1M 2 147505.86 

84 M 3 1175.24 1M 3 98720.16 

110 M 3 2266.20 1M 3 249282.00 

624 M 2 68.60 1M 2 42806.40 

656 M 2 114.60 1M 2 75177.60 



- 118 - 

10 Conveyance Of excavated excess earth to a lead of 

0 to 1 km including all labour charges for loading 

unloading in low laying area and transporting etc as 

directed by the dept officers.etc complete. 

130 M 3 38.25 1M 3 4972.50 

TNCWWD 2400.00 

11 P.S charges for unforeseen item of work 5 % L.S - L.S 2892 

Rupees Eight lakhs only 

Total 800000 



- 119 - 



Name of the Work : Construction of Storm Water Drain and Culvert at kamaraja puram south side 


Sl. 


No Description of Work No 


L B D 

1 Dismatling the existing RR masanry in cement mortar wall below three metre hight 

including cost of all labour charges for stocking use ful materials at site etc., complete 

south street 1 x 2 135 0.45 0.30 36.45 

middle 1 x 2 125 0.45 0.30 33.75 

north 1 x 2 125 0.45 0.30 33.75 

1 x 2 120 0.45 0.30 32.40 

D/F Damaged portion -51.35 

Total 85.00 



Say 85.00 M3 

2 Dismantling the Existing damaged Brick masonry in cement mortar and clearing 

awayfrom the site of work as directed by the departmental officers 

south street 1 x 2 520 0.23 0.30 71.76 

Total 71.76 

Say 72.00 M3 

3 Earthwork excavation and depositing on bank with initial 

lead of 10M and initial lift of 2M in all soil except hard 

rock requiring blasting. For drain 

south street 1 x 2 520 0.90 0.45 421.20 

deduct for Old RR /Brick work Qty -225.00 

Total 200.00 

Say 200.00 M3 

4 Cement concrete in 1:5:10[one cement and five sand and ten aggregate ] using 40 mm 

size ISS grade machine crushed chips including the cost of mixinglaying curing etc., 

complete complying with standard specification. 

south street 1 x 2 520 0.90 0.10 93.60 

Total 93.60 

Say 94.00 M3 

5 Supplying and erecting centering to sides and soffits including supports and strutting for 

drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with 

welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak 

joists ) of size 10cm x 6.50cm spread at about 90cm etc. complete complying with 


south street 2 x 2 520 0.35 728.00 

Total 729.00 

Say 729.00 M3 

6 Random rubble masonry in C.M.1:5 mix Using Old R.R stone with simultaneous pointing 

including all cost and conveyance of all materials to the site and all labour charges etc 

complete.

- 120 - 

House side south street 1 x 2 520 0.23 0.35 83.72 

Total 83.72 

Say 84.00 M3 

7 Plain Cement concrete in 1:3:6 [one cement and three sand and six aggregate ] using 

20 mm size ISS grade machine crushed chips including the cost of mixinglaying curing 

etc., complete complying with standard specification. 

House side south street 1 x 



Total 109.20 

Say 110.00 M3 

8 Plastering in cement mortar 1:3 mix 10mm thick using clean screened sand and including 

cost of curing for fifteen days from the completion of the work and surface should free 

from undulations and including the cost of preparing the surface for plastering and 

protecting for plastering for plastering and protecting from other damages till setting of 

mortar etc.complete complying with standard specification--10m2 

House side south street 1 x 2 520 0.60 624.00 

Total 624.00 

Say 624.00 M2 






House side south street 1 x 1 1040 0.40 416.00 

1 x 1 1040 0.23 239.20 

Total 655.20 

Say 656.00 M2 

10 Conveyance Of excavated excess earth to a lead of 0 to 1 km including all labour charges 

for loading unloading in low laying area and transporting etc as directed by the dept 

officers.etc complete. 

130.00 M3 

11 L.S.Charges For Labour Welfare Fund 0.3% - - - - L.S 

12 P.S Carges for unforeseen item of work 5 % -

- 121 - 


and culvert at Kamarajapuram - North 


1. Name of work : Strom water drain and culvert at 

Kamarajapuram – North 





public 








body wall 










estimate. 








- 122 - 



Name of the Work : Construction of Storm Water Drain and Culvert at Kamarajapuram North side 

Sl. 

No 




mortar wall below three metre hight including 

cost of all labour charges for stocking useful 

materials at site etc., complete 

160 M 3 66.00 1M 3 10560.00 

2 Dismantling the Existing damaged Brick 

masonry in cement mortar and clearing 

awayfrom the site of work as directed by the 


180 M 3 66.00 1M 3 11880.00 

3 Earthwork excavation and depositing on bank 

with initial lead of 10M and initial lift of 2M in all 

soil except hard rock requiring blasting. For 

drain 

800 M 3 36.00 1M 3 28800.00 

4 Cement concrete in 1:5:10[one cement and five 

sand and ten aggregate ] using 40 mm size 

ISS grade machine crushed chips including the 

cost of mixinglaying curing etc., complete 


210 M 3 1688.10 1M 3 354501.00 

5 Supplying and erecting centering to sides and 

soffits including supports and strutting for 

drainage sides and culvert body wall sides 

using 90cm x 60cm and B.G 10stifened with 

welded mild steel angles of size 25mm x 25mm 

x 3mm for boarding laid over( silver oak joists ) 

of size 10cm x 6.50cm spread at about 90cm 

2030 M 

etc. complete complying with standard 


2 202.34 M 2 410750.20 

6 Random rubble masonry in C.M.1:5 mix Using 

Old R.R stone with simultaneous pointing 


materials to the site and all labour charges etc 

complete. 

200 M 3 1175.24 1M 3 235048.00 

7 Plain Cement concrete in 1:3:6 [one cement 

and three sand and six aggregate ] using 20 

mm size ISS grade machine crushed chips 

including the cost of mixinglaying curing etc., 


340 M 3 2266.20 1M 3 770508.00 




work and surface should free from undulations 

and including the cost of preparing the surface 

for plastering and protecting for plastering for 

plastering and protecting from other damages till 

setting of mortar etc.complete complying with 

standard specification--10m2 

1520 M 2 68.60 1M 2 104272.00 





1440 

and including the cost of preparing the surface 

for plastering and protecting for plastering for 



M 2 114.60 1M 2 165024.00 



- 123 - 


10 Supplying and erecting centering and soffits 

including strutting and supports for culvert Deck 

slabs using 90cm x 60cm and B.G 10stifened 

with welded mild steel angles of size 25mm x 

25mm x 3mm for boarding laid over( silver oak 

joists ) of size 10cm x 6.50cm spread at about 



11 Supplying, fabricating and placing in position of 

Steel Reinforcement using Mild steel or Ribbed 

tor steel rods, for all RCC works as per the 

design given by the departmental officers 

including cost of steel and binding wire and all 

labour charges for cutting, bending, tying and 

placing in position etc, complete as per SS. 

12 Reinforced cement concrete 1:2:4 (one cement 

two sand four aggregates) using 20mm ISS 

HBG metal including cost of all materials and 

labour charges for mixing, laying, finishing and 

curing etc complete but excluding cost of steel & 


88 M 2 251.56 1M 2 22137.28 

23 Qtl 5090.00 1Qtl 117070.00 

23 M 3 3005.00 1M 3 69115.00 

13 Conveyance Of excavated excess earth to a 

lead of 0 to 1 km including all labour charges for 

loading unloading in low laying area and 

transporting etc as directed by the dept 


460 M 3 38.25 1M 3 17595.00 

14 L.S.Charges For Labour Welfare Fund 0.3% L.S 7200 

15 P.S Carges for unforeseen item of work 5 % L.S - L.S 25540 

Total 2350000 

1844821.60 



- 124 - 



Name of the Work : Construction of Storm Water Drain and Culvert at Kamarajapuram North side 


Sl. 




L B D 

1 Dismatling the existing RR masanry in cement mortar wall below three metre hight 

including cost of all labour charges for stocking use ful materials at site etc., complete 

north south 1 x 1 120 0.45 0.40 21.60 

1 x 1 225 0.45 0.40 40.50 

1 x 1 130 0.45 0.40 23.40 

1 x 1 105 0.45 0.40 18.90 

East west 2 x 1 150 0.45 0.40 54.00 

1 x 1 85 0.45 0.40 15.30 



173.70 

D/F Damaged portion -13.70 

Say 160.00 M3 

2 Dismantling the Existing damaged Brick masonry in 

cement mortar and clearing awayfrom the site of 

work as directed by the departmental officers 

house side 2 x 1 965 0.23 0.40 177.56 

Total 177.56 

Say 180.00 M3 


initial lead of 10M and initial lift of 2M in all soil except 

hard rock requiring blasting. For drain 

Drain foundation 2 x 1 965 1.05 0.55 1114.58 

culvert 10 x 1 6.00 2.35 1.20 22.56 

deduct 

797.14 

Say 800.00 M3 

4 Cement concrete in 1:5:10[one cement and five sand 

and ten aggregate ] using 40 mm size ISS grade 




Drain foundation 2 x 1 965 1.05 0.10 202.65 

culvert 1 x 10 6.00 1.00 0.10 6.00 

Total 208.65 

Say 210.00 M3 

5 Supplying and erecting centering to sides and soffits 

including supports and strutting for drainage sides 

and culvert body wall sides using 90cm x 60cm and 

B.G 10stifened with welded mild steel angles of size

- 125 - 

25mm x 25mm x 3mm for boarding laid over( silver 

oak joists ) of size 10cm x 6.50cm spread at about 



drain 2 x 

culvert 4 x 10 6.00 1.20 288.00 

Total 2025.00 

Say 2030.00 M3 

6 Random rubble masonry in C.M.1:5 mix Using Old 

R.R stone with simultaneous pointing including all 

cost and conveyance of all materials to the site and 

all labour charges etc complete. 

drain sides 1 x 2 965 0.23 0.45 199.76 

Total 199.76 

Say 200.00 M3 

7 Plain Cement concrete in 1:3:6 [one cement and three sand and six aggregate ] using 20 

mm size ISS grade machine crushed chips including the cost of mixinglaying curing etc., 


drain sides 1 x 2 965 0.30 0.45 260.55 

culvert 10 x 2 6.00 0.53 1.20 76.32 

Total 336.87 

Say 340.00 M3 






drain sides 1 x 2 965 0.75 1447.50 

culvert 10 x 2 6.00 0.60 72.00 

Total 1519.50 






drain side s 1 x 2 965 0.68 1312.40 

culvert 10 x 2 6.00 1.00 120.00 

Total 1432.40 

Say 1440.00 M2 

10 Supplying and erecting centering and soffits including strutting and supports for culvert 

Deck slabs using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 

25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm 

spread at about 90cm etc. complete complying with standard specification . 

culvert bottom 1 x 

culvert sides 1 x 10 13.80 0.20 27.60 

Total 87.60 

Say 88.00 M2 



- 126 - 

11 Supplying, fabricating and placing in position of Steel 

Reinforcement using Mild steel or Ribbed tor steel 

rods, for all RCC works as per the design given by 

the departmental officers including cost of steel and 

binding wire and all labour charges for cutting, 

bending, tying and placing in position etc, complete 

as per SS. 

12 Reinforced cement concrete 1:2:4 (one cement two 

sand four aggregates) using 20mm ISS HBG metal 

including cost of all materials and labour charges for 

mixing, laying, finishing and curing etc complete but 

excluding cost of steel & Centering charges etc., 

complete as per SS 

Culvert 1 X 10 6.00 1.90 0.20 22.80 



2300.00 kg 

23.00 Qtl 

13 Conveyance Of excavated excess earth to a lead of 0 

to 1 km including all labour charges for loading 



460.00 M3 


15 P.S Carges for unforeseen item of work 5 % - - - - L.S

- 127 - 


and retaining wall at Kamarajapuram - East 

Estimate Amount Rs.17.00 Lakhs 

1. Name of work : Storm water drain and retaining wall at 

Kamarajapuram - East 


3. Location : Kamarajapuram East 

4. Classification : SWD and Retaining wall 

5 Necessity : To product the public prevention of rain water 

entry in to houses 

6. Proposal : Providing storm water drainage, retaining wall 

and cross culvert 





body wall 









estimate. 








- 128 - 



Name of the Work : Construction of Storm Water Drain & Retaining Wall At Kamarajpuram East portion 

Sl. 

No 

1 Kamarajapuram Slum (Drain) 



1 Earth work excavation for foundation in all kinds 

of soils and sub soils to full depth as directed by 

the departmental officers except hard rock 

inclusive of shoring strutting and balling out water 

wherever necessary and refilling the sides of 

foundation with excavated earth in layers of 15cm 

thick well rammed and consolidated and 


compound in places shown by the departmental 

officers with initial lead of 10 meters and initial lift 

of 2 meters including cost of all labour charges 

etc., complete as per standard specification 23 & 

24 VI (S2) VII.9,10 


sand and ten aggregate ] using 40 mm size ISS 

grade machine crushed chips including the cost 

of mixinglaying curing etc., complete complying 

with standard specification. 





welded mild steel angles of size 25mm x 25mm x 

3mm for boarding laid over( silver oak joists ) of 

size 10cm x 6.50cm spread at about 90cm etc. 

complete complying with standard specification . 










and including the cost of preparing the surface for 

plastering and protecting for plastering for 








and including the cost of preparing the surface for 





910.00 M 3 36.00 1 M 3 32760.00 

140.00 M 3 1688.10 1 M 3 236334.00 

1734.00 M 2 202.34 1 M 2 350857.56 

393.00 M 3 2266.20 1 M 3 890616.60 

1062.00 M 2 68.60 1 M 2 72853.20 

488.00 M 2 114.60 1 M 2 55924.80 



- 129 - 


including strutting and supports for culvert 

Deck slabs using 90cm x 60cm and B.G 

10stifened with welded mild steel angles of size 

25mm x 25mm x 3mm for boarding laid over( 

silver oak joists ) of size 10cm x 6.50cm spread 

at about 90cm etc. complete complying with 










two sand four aggregates) using 20mm ISS HBG 

metal including cost of all materials and labour 

charges for mixing, laying, finishing and curing 

etc complete but excluding cost of steel & 


14.00 M 2 251.56 1 M 2 3521.84 

4.00 Qtl 5090.00 Qtl 20360.00 

4.00 M 3 3005.00 1 M 3 12020.00 

10 TNCWWD Board 0.3% 5100.00 

P.S Carges for unforeseen item of work L.S - L.S 19652.00 

1700000.00 



1738149.70

- 130 - 



Name of the Work : Construction of Storm Water Drain & Retaining Wall At Kamarajpuram East portion 

Sl. 

No 




L B D 

Contents 


directed by the departmental officers except hard rock inclusive of shoring strutting and 

balling out water wherever necessary and refilling the sides of foundation with excavated 

earth in layers of 15cm thick well rammed and consolidated and depositing the surplus 

earth with in the compound in places shown by the departmental officers with initial lead of 

10 meters and initial lift of 2 meters including cost of all labour charges etc., complete as 

per standard specification 23 & 24 VI (S2) VII.9,10 

Retaining Wall 1 X 1 325.00 2.80 1.40 1274.00 M3 

Culvert 1 X 1 6.00 1.95 1.95 22.82 M3 

d/f ex vent 1 x 1 325.00 1.20 1.00 -390.00 

Total M3 

Say 910.00 M3 

2 Cement concrete in 1:5:10[one cement and five sand and ten aggregate ] using 40 mm 

size ISS grade machine crushed chips including the cost of mixinglaying curing etc., 



Culvert 1 X 1 6.00 3.00 0.15 2.70 M3 

Total 139.20 M3 

Say 140.00 M3 



welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak 

joists ) of size 10cm x 6.50cm spread at about 90cm etc. complete complying with 


Retaining Wall 4 X 1 325.00 1.30 1690.00 M2 

Culvert 4 X 1 6.00 1.80 43.20 M2 

Total 1733.20 M2 

Say 1734.00 M2 

4 Plain Cement concrete in 1:3:6 [one cement and three sand and six aggregate ] using 20 





Culvert 2 X 1 6.00 0.55 1.80 11.88 M3 

Total 392.13 M3 

Say 393.00 M3 






- 131 - 



Retaining Wall 1 x 1 325.00 1.60 520.00 M2 

1 x 1 325.00 1.60 520.00 M2 

Culvert 2 x 1 6.00 1.80 21.60 M2 

Total 1061.60 M2 

Say 1062.00 M2 






sill 1 x 1 325.00 1.50 487.50 M2 

Total 487.50 M2 

Say 488.00 M2 

7 Supplying and erecting centering and soffits including strutting and supports for culvert 

Deck slabs using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 

25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm 

spread at about 90cm etc. complete complying with standard specification . 

Culvert Slabs Bottom 1 X 1 6.00 1.50 - 9.00 M2 

Culvert Slab sides 1 X 1 16..80 - 0.25 4.20 M2 

Total 13.20 M2 

8 Supplying, fabricating and placing in position of Steel Reinforcement using Mild steel or 

Ribbed tor steel rods, for all RCC works as per the design given by the departmental 

officers including cost of steel and binding wire and all labour charges for cutting, bending, 

tying and placing in position etc, complete as per SS. 

4.00 @ 100kg/m3 4.00 Qtl 

Total 4.00 Qtl 

9 Reinforced cement concrete 1:2:4 (one cement two sand four aggregates) using 20mm 

ISS HBG metal including cost of all materials and labour charges for mixing, laying, 

finishing and curing etc complete but excluding cost of steel & Centering charges etc., 


1 x 1 6.00 2.40 0.25 3.60 M2 

Total 3.60 M2 

Say 4.00 M2 



- 132 - 


and culvert at Roman Catholic Slum 


1. Name of work : Construction of storm water drain and 

culvert at Roman Catholic Slum 


3. Location : Roman Catholic Slum 



public 








body wall 










estimate. 








Sl. 

No 

- 133 - 



Name of the Work : Construction of Storm Water Drain and Culvert at RomanKatholic street 




mortar wall below three metre hight including 

cost of all labour charges for stocking useful 

materials at site etc., complete 

2 Dismantling the Existing damaged Brick 

masonry in cement mortar and clearing 

awayfrom the site of work as directed by the 


3 Earthwork excavation and depositing on bank 

with initial lead of 10M and initial lift of 2M in all 

soil except hard rock requiring blasting. For 

drain 


sand and ten aggregate ] using 40 mm size 









x 3mm for boarding laid over( silver oak joists ) 

of size 10cm x 6.50cm spread at about 90cm 

etc. complete complying with standard 


6 Random rubble masonry in C.M.1:5 mix Using 

Old R.R stone with simultaneous pointing 


materials to the site and all labour charges etc 

complete. 

7 Plain Cement concrete in 1:3:6 [one cement 

and three sand and six aggregate ] using 20 

mm size ISS grade machine crushed chips 

including the cost of mixinglaying curing etc., 




curing for fifteen days from the completion of 

the work and surface should free from 

undulations and including the cost of preparing 

the surface for plastering and protecting for 

plastering for plastering and protecting from 

other damages till setting of mortar 

etc.complete complying with standard 


10 M 3 66.00 1M 3 660.00 

7 M 3 66.00 1M 3 462.00 

290 M 3 36.00 1M 3 10440.00 

40 M 3 1688.10 1M 3 67524.00 

560 M 3 202.34 1M 3 113310.40 

9 M 3 1175.24 1M 3 10577.16 

120 M 3 2266.20 1M 3 271944.00 

372 M 2 68.60 1M 2 25519.20 



- 134 - 



curing for fifteen days from the completion of 

the work and surface should free from 

undulations and including the cost of preparing 

the surface for plastering and protecting for 

plastering for plastering and protecting from 

other damages till setting of mortar 

etc.complete complying with standard 



including strutting and supports for culvert 

Deck slabs using 90cm x 60cm and B.G 

10stifened with welded mild steel angles of size 

25mm x 25mm x 3mm for boarding laid over( 

silver oak joists ) of size 10cm x 6.50cm spread 

at about 90cm etc. complete complying with 










two sand four aggregates) using 20mm ISS 

HBG metal including cost of all materials and 

labour charges for mixing, laying, finishing and 

curing etc complete but excluding cost of steel 

& Centering charges etc., complete as per SS 

170 M 2 114.60 1M 2 19482.00 

20 M 2 251.56 1M 2 5031.20 

6 Qtl 5090.00 1Qtl 30540.00 

6 M 3 3005.00 1M 3 18030.00 

13 Conveyance Of excavated excess earth to a 

lead of 0 to 1 km including all labour charges for 

loading unloading in low laying area and 

transporting etc as directed by the dept 


190 M 3 38.25 1M 3 7267.50 



Rupees Six lakhs and ten thousand only 

Total 610000 

505679.56 



- 135 - 



Name of the Work : Construction of Storm Water Drain and Culvert at RomanKatholic street 

Sl. 

No 




L B D 

Contents 

1 Dismatling the existing RR masanry in cement mortar wall below three metre 

hight including cost of all labour charges for stocking use ful materials at site etc., 

complete 

main road 1 x 1 80.00 0.34 0.34 9.25 

Total 9.25 



Say 10.00 M3 

2 Dismantling the Existing damaged Brick masonry in cement mortar and clearing 

awayfrom the site of work as directed by the departmental officers 

Main street house side 1 x 1 80.00 0.23 0.34 6.26 

Total 6.26 

Say 7.00 M3 

3 Earthwork excavation and depositing on bank with initial lead of 10M and initial 

lift of 2M in all soil except hard rock requiring blasting. For drain 

Main road north side 1 x 1 90.00 1.60 1.20 172.80 

south side 1 x 1 80.00 1.10 0.55 48.40 

cross street I 1 x 1 100.00 0.75 0.40 30.00 

cross street II 1 x 1 60.00 0.75 0.40 18.00 

culvert 1 x 1 6.00 1.80 1.35 14.58 

culvert 1 x 2 4.00 1.35 1.35 14.58 

deduct -14.00 

Total 284.36 

Say 290.00 M3 





south side 1 x 1 80.00 1.10 0.10 8.80 

cross street I 1 x 1 100.00 0.75 0.10 7.50 

cross street II 1 x 1 60.00 0.75 0.10 4.50 

culvert 1 x 1 6.00 1.80 0.15 1.62 

culvert 1 x 2 4.00 1.35 0.15 1.62 

Total 38.44 

Say 40.00 M3 

5 Supplying and erecting centering to sides and soffits including supports and 

strutting for drainage sides and culvert body wall sides using 90cm x 60cm and 

B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for 

boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 

90cm etc. complete complying with standard specification . 

Main road north side 1 x 3 90.00 1.10 297.00 

south side 1 x 2 80.00 0.45 72.00

- 136 - 

cross street I 1 x 3 100.00 0.30 90.00 

cross street II 1 x 3 60.00 0.30 54.00 

culvert 2 x 2 6.00 1.00 24.00 

culvert 2 x 2 4.00 1.00 16.00 

Total 553.00 

Say 560.00 M3 

6 Random rubble masonry in C.M.1:5 mix Using Old R.R stone with simultaneous 

pointing including all cost and conveyance of all materials to the site and all 

labour charges etc complete. 

House side south street 1 x 1 80.00 0.23 0.45 8.28 

Total 8.28 

Say 9.00 M3 

7 Plain Cement concrete in 1:3:6 [one cement and three sand and six aggregate ] 




Road side 1 x 1 90.00 0.30 1.10 29.70 

south side road side 1 x 1 80.00 0.34 0.45 12.24 

cross street Road side 1 x 1 100.00 0.23 0.53 12.19 

cross street House side 1 x 1 100.00 0.15 0.45 6.75 

culvert 2 x 2 6.00 0.50 1.00 12.00 

culvert 2 x 2 4.00 0.45 1.00 7.20 

Total 119.68 m2 

Say 120.00 M3 







Main road north side 1 x 1 90.00 1.10 99.00 

Road side 1 x 1 90.00 1.10 99.00 

south side road side 1 x 1 80.00 0.45 36.00 

cross street Road side 1 x 1 100.00 0.53 53.00 

cross street House side 1 x 1 100.00 0.45 45.00 

culvert 2 x 2 6.00 1.00 24.00 

culvert 2 x 2 4.00 1.00 16.00 

Total 372.00 

Say 372.00 M2 







Main road North side 1 x 1 90.00 0.90 81.00 

Main road Soth side 1 x 1 80.00 0.45 36.00 

cross street 1 x 1 100.00 0.25 25.00 



- 137 - 

cross street 1 x 1 60.00 0.25 15.00 

culvert 1 x 1 6.00 1.00 6.00 

culvert II 1 x 2 4.00 0.60 4.80 

Total 167.80 

Say 170.00 M2 


culvert Deck slabs using 90cm x 60cm and B.G 10stifened with welded mild 

steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak 

joists ) of size 10cm x 6.50cm spread at about 90cm etc. complete complying 

with standard specification . 

main culvert 1 x 1 6.00 1.00 6.00 

side 1 x 1 15.80 0.30 4.74 

cross culvert 1 x 2 4.00 0.60 4.80 

side 1 x 2 11.00 0.20 4.40 

Total 19.94 

Say 20.00 M2 




charges for cutting, bending, tying and placing in position etc, complete as per 

SS. 



600.00 kg 

6.00 Qtl 

12 Reinforced cement concrete 1:2:4 (one cement two sand four aggregates) using 




Culvert 1 X 1 6.00 1.90 0.30 3.42 

cross culvert 1 x 2 4.00 1.50 0.20 2.40 

Total 5.82 

Say 6.00 M3 

13 Conveyance Of excavated excess earth to a lead of 0 to 1 km including all labour 

charges for loading unloading in low laying area and transporting etc as directed 

by the dept officers.etc complete. 

190.00 M3 


15 P.S Carges for unforeseen item of work 5 % - - - - L.S

- 138 - 


and culvert at Nehru Nagar 


1. Name of work : Construction of storm water drain and 

culvert at Nehru Nagar 





public 








body wall 










estimate. 








Sl. 

No 

- 139 - 



Name of the Work : Construction of Storm Water Drain and Culvert at Nehru Nagar 

Estimate Amount: 5.00 Lakhs 



initial lead of 10M and initial lift of 2M in all soil 

except hard rock requiring blasting. For drain 


sand and ten aggregate ] using 40 mm size ISS 

grade machine crushed chips including the cost of 




soffits including supports and strutting for drainage 

sides and culvert body wall sides using 90cm x 

60cm and B.G 10stifened with welded mild steel 

angles of size 25mm x 25mm x 3mm for boarding 

laid over( silver oak joists ) of size 10cm x 6.50cm 

spread at about 90cm etc. complete complying 

with standard specification . 

























including strutting and supports for culvert Deck 

slabs using 90cm x 60cm and B.G 10stifened with 

welded mild steel angles of size 25mm x 25mm x 

3mm for boarding laid over( silver oak joists ) of 




Steel Reinforcement using Mild steel or Ribbed tor 

steel rods, for all RCC works as per the design 

given by the departmental officers including cost of 

steel and binding wire and all labour charges for 

cutting, bending, tying and placing in position etc, 

255.00 M 3 

40.00 M 3 

470.00 M 2 

90.00 M 3 

500.00 M 2 

160.00 M 2 

23.00 M 2 

36.00 1M 3 9180.00 

1688.10 1M 3 67524.00 

202.34 1M 2 95099.80 

2266.20 1M 3 203958.00 

68.60 1M 2 34300.00 

114.60 1M 2 18336.00 

251.56 1M 2 5785.88 

500.00 kg 50.90 1kg 25450.00 




- 140 - 

9 Reinforced cement concrete 1:2:4 (one cement two 


including cost of all materials and labour charges 

for mixing, laying, finishing and curing etc complete 

but excluding cost of steel & Centering charges 

etc., complete as per SS 

10 Conveyance Of excavated excess earth to a lead of 

0 to 1 km including all labour charges for loading 



5.00 M 3 

200.00 M 3 

3005.00 1M 3 15025.00 

38.25 1M 3 7650.00 



Rupees Five lakhs only 

Total 500000 



410061.80

- 141 - 



Name of the Work : Construction of Storm Water Drain and Culvert at Nehru Nagar 

Sl. 

No 

Estimate Amount : Rs. 5.00Lakhs. 



L B D 

Contents 

1 Earthwork excavation and depositing on bank with initial lead of 10M and 

initial lift of 2M in all soil except hard rock requiring blasting. For drain 

Drain west side 1 x 1 70.00 0.75 0.40 21.00 M3 

Drain main road and east side 1 x 1 280.00 1.15 0.55 177.10 

Culvert 1 x 2 6.00 2.35 1.95 54.99 M3 

Total 253.09 M3 

Say 255.00 M3 




Drain west side 1 x 1 70.00 0.75 0.10 5.25 


Culvert 1 x 2 6.00 1.00 0.10 1.20 

Total 38.65 

Say 40.00 M3 

3 Supplying and erecting centering to sides and soffits including supports 

and strutting for drainage sides and culvert body wall sides using 90cm x 

60cm and B.G 10stifened with welded mild steel angles of size 25mm x 

25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 

6.50cm spread at about 90cm etc. complete complying with standard 


Drain west side 1 x 3 70.00 0.30 63.00 

Drain main road and east side 1 x 3 280.00 0.45 378.00 

Culvert 2 x 2 6.00 1.20 28.80 

Total 469.80 

Say 470.00 M3 

4 Plain Cement concrete in 1:3:6 [one cement and three sand and six 

aggregate ] using 20 mm size ISS grade machine crushed chips including 

the cost of mixinglaying curing etc., complete complying with standard 

specification. 

Drain west side 1 x 1 70.00 0.15 0.30 3.15 

1 x 1 70.00 0.23 0.30 4.83 


1 x 1 280.00 0.30 0.45 37.80 

Culvert 2 x 2 6.00 0.53 1.20 15.26 

Total 86.24 

Say 90.00 M3 

5 Plastering in cement mortar 1:3 mix 10mm thick using clean 

screened sand and including cost of curing for fifteen days from the 

completion of the work and surface should free from undulations 

and including the cost of preparing the surface for plastering and 



- 142 - 

protecting for plastering for plastering and protecting from other 

damages till setting of mortar etc.complete complying with 



1 x 1 70.00 0.53 37.10 


1 x 1 280.00 0.75 210.00 

Culvert 2 x 2 6.00 1.20 28.80 

Total 489.40 

Say 500.00 M3 

6 Plastering in cement mortar 1:5 mix 20mm thick using clean 

screened sand and including cost of curing for fifteen days from the 

completion of the work and surface should free from undulations 

and including the cost of preparing the surface for plastering and 

protecting for plastering for plastering and protecting from other 

damages till setting of mortar etc.complete complying with 




Culvert 1 x 2 6.00 1.00 12.00 

Total 159.00 

Say 160.00 M2 

7 Supplying and erecting centering and soffits including strutting and 

supports for culvert Deck slabs using 90cm x 60cm and B.G 

10stifened with welded mild steel angles of size 25mm x 25mm x 

3mm for boarding laid over( silver oak joists ) of size 10cm x 

6.50cm spread at about 90cm etc. complete complying with 


Culvert Bottom 1 X 2 6.00 1.00 12.00 

side 1 X 2 19.80 0.20 10.03 

Total 22.03 

Say 23.00 M2 

8 Supplying, fabricating and placing in position of Steel Reinforcement 

using Mild steel or Ribbed tor steel rods, for all RCC works as per 

the design given by the departmental officers including cost of steel 

and binding wire and all labour charges for cutting, bending, tying 

and placing in position etc, complete as per SS. 

500.00 kg 

9 Reinforced cement concrete 1:2:4 (one cement two sand four 

aggregates) using 20mm ISS HBG metal including cost of all 

materials and labour charges for mixing, laying, finishing and curing 

etc complete but excluding cost of steel & Centering charges etc., 


Culvert 1 X 2 6.00 1.90 0.20 4.56 

Total 5.00 M3 

Say 5.00 



- 143 - 

10 Conveyance Of excavated excess earth to a lead of 0 to 1 km 

including all labour charges for loading unloading in low laying area 

and transporting etc as directed by the dept officers.etc complete. 

60 % Qty Of Earth Work Qty 200.00 

L.S 

11 L.S.Charges For Labour Welfare 

Fund 0.3% 

- - - - L.S 

12 P.S Carges for unforeseen item of 

work 5 % 

- - - - 



- 144 - 

Specification report to accompany the estimate for the work of upgradation of 

existing BT road at Kamarajapuram - South. 


1. Name of work : Upgradation of existing BT road at 

Kamarajapuram - South. 



4. Classification : Road 

5 Necessity : To improve the existing damaged road 

6. Proposal : Providing double layer WBM and BT 

7 Provisions made are for 475 meter length and 3.6 meter width 

1. Picking the existing damaged BT with WBM (3 meter wide) 

2. Collection and supply of well gravel (0.05 meter thick) 

3. Providing and laying WBM 75mm using Grade II metal (1 st Layer) 

4. Providing and laying WBM 75mm using Grade II metal (2 nd Layer) 

5. Providing and laying premix carpet with seal coat 


estimate. 



2009 of Highways 





Sl. 

No 

- 145 - 



Name of work: Upgradation of Existing B.T road in Kamarajapuram 



1 Picking the Existing damaged the BT Surface with 

WBM as directed by the departmental officers 

2 Collection and supply of well gravel from approved 

quarry including cost and conveyance 

to work site and stacking the same to departmental 

gauge on road sides as directed by the 

departmental officers for pre-measurements etc., 

complete as per standard specification. 

3 Providing and laying WBM 75mm compacted 

thickness with Grade III metal using 1M3 of 53mm 

to 26.50mm IRC metal as Top layers with 0.24 cum 

of gravel for blind age per 10sqm including cost 

and conveyance of all materials and stocking them 

at the site to departmental gauge for 

premeasurement including labour charge for 

spreading metal and hand packing to camber, 

watering with all leads for water and compacting by 

80-100KN power roller including hire & fuel 

charges for water sprinkler and full other tools and 

plants etc., complete as per M.O.S.T. specification. 

II-nd layer 

4 Providing and laying premix carpet with seal coat 

type ‘A’ for 20mm consolidated thickness over the 

existing WBM surface including tack coat 10kgs 

per 10m2 using 0.18 cum of 13.20mm IRC size 

HBG metal and 0.09 cum of 11.20mm IRC metal 

with 14.60 KGS of bitumen for premixing for 10M2 

premix carpet and 0.09 cum of 6.7mm IRC metal 

with 9.80kg of Bitumen for seal coat type ‘A’ 

including cost and conveyance of metal to the work 

site and stocking them to department metric gauge 

for pre measurement including cost and 

conveyance of bitumen to work site, mixing the 

materials in the mini hotmix plant for premix carpet 

and seal coat separately including all labour 

charges and hire charges for mini hot mix plant 

and all other ‘T’ and ‘P’ employed etc., 

1300.00 M 2 

100.00 M 3 

150.00 M 3 

2100.00 M 2 

2.16 1M 2 2808.00 

100.25 1M 3 10025.00 

1138.89 1M 3 170833.50 

191.86 1M 2 402906.00 

5 P.S Carges for unforeseen item of work 5 % L.S - L.S 8427.50 

6 Providing sign board signel ect., 5000.00 

7 Total 600000.00 



436361.70

- 146 - 



Name of work: Upgradation of Existing B.T road in Kamarajapuram 

Estimate Amount : Rs 6.00 Lakhs. 

Sl. 




L B D 

1 picking the Existing damaged the BT Surface with WBM as directed by the 


East to west south 1 x 1 145.00 3.60 522.00 

middle 1 x 1 135.00 3.60 486.00 

North 1 x 1 135.00 3.60 486.00 

N/S west 1 x 1 125.00 3.60 450.00 

D/Fex. Damaged portion -644.00 

Total 1300.00 

2 Collection and supply of well gravel from approved quarry including cost and conveyance 

to work site and stacking the same to departmental gauge on road sides as directed by 

the departmental officers for pre-measurements etc., complete as per standard 


East to west south 1 x 1 540.00 3.60 0.05 97.20 

Total 97.20 

Say 100.00 M 3 

3 Providing and laying WBM 75mm compacted thickness with Grade II metal using 1M3 of 

53mm to 45mm IRC metal as bottom layers with 0.24 cum of gravel for blind age per 

10sqm including cost and conveyance of all materials and stocking them at the site to 

departmental gauge for premeasurement including labour charge for spreading metal 

and hand packing to camber, watering with all leads for water and compacting by 80- 

100KN power roller including hire & fuel charges for water sprinkler and full other tools 

and plants etc., complete as per M.O.S.T. specification. I-st layer 

kamarajapuram(single layer) 1 x 1 540.00 3.60 0.075 145.80 

Total 145.80 

Say 150.00 M 3 

4 Providing and laying premix carpet with seal coat type ‘A’ for 20mm consolidated 

thickness over the existing WBM surface including tack coat 10kgs per 10m2 using 0.18 

cum of 13.20mm IRC size HBG metal and 0.09 cum of 11.20mm IRC metal with 14.60 

KGS of bitumen for premixing for 10M2 premix carpet and 0.09 cum of 6.7mm IRC metal 

with 9.80kg of Bitumen for seal coat type ‘A’ including cost and conveyance of metal to 

the work site and stocking them to department metric gauge for pre measurement 

including cost and conveyance of bitumen to work site, mixing the materials in the mini 

hotmix plant for premix carpet and seal coat separately including all labour charges and 

hire charges for mini hot mix plant and all other ‘T’ and ‘P’ employed etc., 

kamarajapuram (double layer) 1 x 1 540.00 3.60 1944.00 

Total 1944.00 M 2 

Say 2100.00 M 2 


7 P.S Carges for unforeseen item of work 5 % - - - - L.S 



- 147 - 

Specification report to accompany the estimate for the work of upgradation of 

existing BT road at Kamarajapuram - North. 


1. Name of work : Upgradation of existing BT road at 

Kamarajapuram - North. 




5 Necessity : To improve the existing damaged road 

6. Proposal : Providing double layer WBM and BT 

7 Provisions made are for 1690 meter length and 3.75 meter width 

1. Picking the existing damaged BT with WBM (3 meter wide) 

2. Collection and supply of well gravel (0.05 meter thick) 

3. Providing and laying WBM 75mm using Grade II metal (1 st Layer) 

4. Providing and laying WBM 75mm using Grade II metal (2 nd Layer) 

5. Providing and laying premix carpet with seal coat 


estimate. 








Sl. 

No 

- 148 - 



Name of work: Upgradation of Existing B.T road in Kamarajapuram North side 



1 picking the Existing damaged the BT 

Surface with WBM as directed by the 


2 Collection and supply of well gravel from 

approved quarry including cost and 

conveyance 

to work site and stacking the same to 

departmental gauge on road sides as 

directed by the departmental officers for 

pre-measurements etc., complete as per 


3 Provinding and laying WBM 75mm 

compacted thickness with Grade ll metal 

using 1 M3 of 53mm to 45mm IRC 

metel as Top layers with 0.24 cum of 

gravel fpr all blind age per 10 sqm 

inculiding cost and conveyance of all 

material and stocking them at the site to 

deparmental gauge fpr permeasurement 

including labour chage for spreding 

metal and hand packing to camber 

watering with all leads for water and 

compacting by 80-100kn power roller 

including hire& fuel change for water 

sprinkler and full other tools and plants 

etc,. complete as per M O S T 

Specification l-st layer. 

4 Providing and laying WBM 75mm 

compacted thickness with Grade III 

metal using 1M3 of 53mm to 26.50mm 

IRC metal as Top layers with 0.24 cum 

of gravel for blind age per 10sqm 

including cost and conveyance of all 

materials and stocking them at the site 

to departmental gauge for 

premeasurement including labour 

charge for spreading metal and hand 

packing to camber, watering with all 

leads for water and compacting by 80- 

100KN power roller including hire & fuel 

charges for water sprinkler and full other 

tools and plants etc., complete as per 

M.O.S.T. specification. II-nd layer 

3775.00 M 2 

360.00 M 3 

200.00 M 3 

460.00 M 3 

2.16 1M 2 8154.00 

100.25 1M 3 36090.00 

923.72 1M 3 184744.00 

1138.89 1M 3 523889.40 



- 149 - 

5 Providing and laying premix carpet with 

seal coat type ‘A’ for 20mm consolidated 

thickness over the existing WBM surface 

including tack coat 10kgs per 10m2 

using 0.18 cum of 13.20mm IRC size 

HBG metal and 0.09 cum of 11.20mm 

IRC metal with 14.60 KGS of bitumen for 

premixing for 10M2 premix carpet and 

0.09 cum of 6.7mm IRC metal with 

9.80kg of Bitumen for seal coat type ‘A’ 

including cost and conveyance of metal 

to the work site and stocking them to 

5800.00 M 

department metric gauge for pre 

measurement including cost and 

conveyance of bitumen to work site, 

mixing the materials in the mini hotmix 

plant for premix carpet and seal coat 

separately including all labour charges 

and hire charges for mini hot mix plant 

and all other ‘T’ and ‘P’ employed etc., 

2 

191.86 1M 2 1112788.00 

6 TNCW WD 0;3 5700.00 

7 P.S Charges for unforeseen item of work 

5 % 

L.S - L.S 18634.60 

8 Providing sign board signel etc.., 10000.00 

Total 1900000.00 



- 150 - 



Name of work: Upgradation of Existing B.T road in Kamarajapuram North side 

Sl. 

No 




L B D 

Contents 

1 picking the Existing damaged the BT Surface with WBM as directed by the 


East to west south 1 x 1 864.00 3.75 3240.00 

middle 1 x 1 646.00 3.75 2422.50 

D/F -1887.00 

Total 3775.50 

Say 3775.00 M 2 

2 Collection and supply of well gravel from approved quarry including cost and 

conveyance 

to work site and stacking the same to departmental gauge on road sides as 

directed by the departmental officers for pre-measurements etc., complete as per 


formation 1 x 1 24.00 4.50 0.15 16.20 

double layer 1 x 1 645.00 4.50 0.05 145.13 

single layer 1 x 1 864.00 4.50 0.05 194.40 

Total 355.73 

Say 360.00 M 3 

3 Providing and laying WBM 75mm compacted thickness with Grade II metal using 

1M3 of 53mm to 45mm IRC metal as bottom layers with 0.24 cum of gravel for 

blind age per 10sqm including cost and conveyance of all materials and stocking 

them at the site to departmental gauge for premeasurement including labour 

charge for spreading metal and hand packing to camber,watering with all leads for 

water and compacting by 80-100KN power roller including hire & fuel charges for 

water sprinkler and full other tools and plants etc., complete as per M.O.S.T. 

specification. I-st layer 

formation 1 x 1 24.00 3.60 0.075 6.48 

double layer 1 x 1 645.00 3.75 0.075 181.41 

Total 187.89 

Say 200.00 

3 Providing and laying WBM 75mm compacted thickness with Grade III metal using 

1M3 of 53mm to 26.50mm IRC metal as Top layers with 0.24 cum of gravel for 

blind age per 10sqm including cost and conveyance of all materials and stocking 

them at the site to departmental gauge for premeasurement including labour 

charge for spreading metal and hand packing to camber, watering with all leads for 

water and compacting by 80-100KN power roller including hire & fuel charges for 

water sprinkler and full other tools and plants etc., complete as per M.O.S.T. 

specification. II-nd layer 

formation 1 x 1 24.00 3.60 0.075 6.48 

double layer 1 x 1 645.00 3.75 0.075 181.41 

single layer 1 x 1 864.00 3.75 0.075 243.00 

Total 430.89 

Say 460.00 M 3 



- 151 - 


thickness over the existing WBM surface including tack coat 10kgs per 10m2 

using 0.18 cum of 13.20mm IRC size HBG metal and 0.09 cum of 11.20mm IRC 

metal with 14.60 KGS of bitumen for premixing for 10M2 premix carpet and 0.09 

cum of 6.7mm IRC metal with 9.80kg of Bitumen for seal coat type ‘A’ including 

cost and conveyance of metal to the work site and stocking them to department 

metric gauge for pre measurement including cost and conveyance of bitumen to 

work site, mixing the materials in the mini hotmix plant for premix carpet and seal 

coat separately including all labour charges and hire charges for mini hot mix 

plant and all other ‘T’ and ‘P’ employed etc., 

formation 1 x 1 24.00 3.60 86.40 

double layer 1 x 1 645.00 3.75 2418.75 

single layer 1 x 1 864.00 3.75 3240.00 

Total 5745.15 M 2 

Say 5800.00 M 2 


5 P.S Carges for unforeseen item of work 5 % - - - - L.S 



- 152 - 

Specification report to accompany the estimate for the work of resurface dressing 

at Nehru Nagar 


1. Name of work : Resurface dressing at Nehru Nagar. 




5 Necessity : To improve the existing damaged BT road 

6. Proposal : Providing patch work and premix carpet 

7 Provisions made are for 304 meter length and 5 meter width 

1. Advanced patch using 45 mm metal 

2. Premix carpet with seal coat 


estimate. 








Sl. 

No 

- 153 - 



Name of work: Resurface dressing at Nehru Nagar Road 



1 Patch work with 45mm IRC metal precoated with 

44kg bitumen per cubic metre of chips /metal 

including cost and conveyance of bitumen which 

will be supplied by the contractor at his own risk 

and cost and all labour charges and fuel charges 

and all other incidental charges including cost 

and conveyance of metal from approved quarry 

and stacking them of road side to the 

departmental officers etc., complete. 

2 Providing and laying premix carpet with seal 

coat type ‘A’ for 20mm consolidated thickness 

over the existing BT surface including tack coat 

5kgs per 10m2 using 0.18 cum of 13.20mm IRC 

size HBG metal and 0.09 cum of 11.20mm IRC 

metal with 14.60 KGS of bitumen for premixing 

for 10M2 premix carpet and 0.09 cum of 6.7mm 

IRC size HBG metal with 9.8kgs of bitumen for 

seal coat type ‘A’ including cost and conveyance 

of metal to the work site and stocking them to 

department metric gauge for pre measurement 

including cost and conveyance of bitumen to 

work site, mixing the materials in the mini hotmix 

plant for premix carpet and seal coat separately 

including all labour charges and Hire charges for 

mini hot mix plant and all other ‘T’ and ‘P’ 

employed etc., 

23.00 M 3 

1215.00 M 2 

2246.68 1M 3 51673.64 

160.17 1M 2 194606.55 

3 P.S Carges for unforeseen item of work 3719.81 

Total 250000.00 



- 154 - 



Name of work: Resurface dressing at Nehru Nagar Road 


Sl.No 




L B D 

1 Patch work with 45mm IRC metal precoated with 44kg bitumen per cubic metre of 

chips /metal including cost and conveyance of bitumen which will be supplied by 

the contractor at his own risk and cost and all labour charges and fuel charges 

and all other incidental charges including cost and conveyance of metal from 

approved quarry and stacking them of road side to the departmental officers etc., 

complete. 

patches 1 x 1 304.00 0.08 22.80 M 3 

Total 22.80 M 3 

Say 25.00 M 3 


thickness over the existing BT surface including tack coat 5kgs per 10m2 using 

0.18 cum of 13.20mm IRC size HBG metal and 0.09 cum of 11.20mm IRC metal 

with 14.60 KGS of bitumen for premixing for 10M2 premix carpet and 0.09 cum 

of 6.7mm IRC size HBG metal with 9.8kgs of bitumen for seal coat type ‘A’ 

including cost and conveyance of metal to the work site and stocking them to 

department metric gauge for pre measurement including cost and conveyance of 

bitumen to work site, mixing the materials in the mini hotmix plant for premix 

carpet and seal coat separately including all labour charges and Hire charges for 

mini hot mix plant and all other ‘T’ and ‘P’ employed etc., 

Nehru nagar 1 x 1 180.00 5.00 900.00 M 2 

1 x 1 90.00 3.50 315.00 M 2 

Total 1215.00 M 2 

Say 1215.00 M 2 




‘ 

- 155 - 

Specification report to accompany the estimate for the work of construction of 

work shed at Kamarajapuram 


1. Name of work : Construction of work shed at 

Kamarajapuram 



4. Classification : Work shed 

5 Necessity : Multipurpose usage 

6. Proposal : Providing work space 


1. Earthwork excavation for foundation 

2. CC 1:5:10 for leveling course 

3. RR masonry in CM 1:5 

4. Brick work in cement mortar 1:5 

5. Plastering cement mortar 1:5 mix 12mm thick 

6. Supply and fixing of steel L angle for truss 

7. Supply and fixing of AC sheet 

8. White washing two coats 

9. Distempering washing two coats 

10. Painting over new iron work 

11. Provision for electrification 


estimate. 



2009 of PWD 





Sl. 

No. 

1 

2 

3 

4 

5 

6 

7 

8 

- 156 - 


ABSTRACT ESTIMATE 

Name of work : Construction of Work shed at Kamaraja puram 

Estimate Amount : Rs. 2,40,000/- 

Probable Qty Description of Works Rate Per Amount 

40.00 M 3 

11.00 M 3 

25.00 M 3 

30.00 M 3 

320.00 M 2 

1000.00 Nos 

105.00 

105.00 M 2 

Earth work excavation and depositing on bank within initial 

lead of 10M and initial lift of 2 metre in hard stiff clay stiff 

black hard red earth shales murums, gravel stoney earth 

and earth mixed with small size boulders and hard gravelly 

soil, etc., complete complying with standard specification. 

CC 1:5:10 (one part cement and five sand and ten metal) 

using 40mm IS gauge hard broken granite stone jelly for 

foundation and conveyance of all materials to site and all 

labour charges for mixing, laying, tappering and curing etc., 


RANDOM RUBBLE MASONRY in cement mortor 1:5 (One 

cement and five sand) using new stones including 

necessary provision of bond stones from approved quarry 

including simultaneous flush pointing with the same mortar 

as directed by the departmental officers and as per 


Brick work in Cement Mortar 1:5 Mix (one part cement and 

five sand) using iniformly burnt IInd class bricks of size 

23CM x 11CM x 7 CM including cost and conveyance of all 

materials to site and all other labour charges and all other 

incidental charges etc., complete complying with standard 

specifications. (Masonry projections wherever necessary 

for obtaining the required elevation shall be done without 

any extra cost) 

Plastering with C.M. 1:5 Mix (one cement and five sand) 

12mm thick finishing including cost and conveyance of all 

materials to site and all labour charges, watering curing and 

all other incidental charges etc., complete complying with 


60.86 1M 3 2434.00 

1688.10 1M 3 18569.00 

1536.49 1M 3 38412.00 

1995.45 1M 3 59863.00 

60.20 1M 2 19264.00 

Supplying and Fixing of "L" truss and Steel Window 

including all labour and other charges etc. complete 55.20 Kg 55200.00 

supplying and fixing of A C Sheet Roofing with 

suitable J Bolts including cost of materials to site and 

all Labour charges Etc 

White washing two coats with freshly burnt shell lime in all 

floors using best quality of approved variety of colouring 

pigments over the cement plastered wall surface ceiling 

and other new surface and including all labour charges for 

cleaning, preparing wall surface and ceiling etc., complete 


244.82 m2 25706.00 

6.48 1M 2 680.00 



9 

10 

187.00 

11.00 M 2 

- 157 - 

DISTEMPERING TWO COATS for plastered surface using 

best quality and aproved colour of oil bound distemper 

conforming to ISI specification etc., complete complying as 

directed by the departmental officers as per standard 


PAINTING NEW IRON WORKS with two coats of synthetic 

enamel paint of approved quality and colour over a priming 

coat with approved quality of white primer in all floors. The 

rate is inclusive of cost of all materials and labour, brushes 

and scaffolding charges etc., complete complying with 

standard specification. (The paint to be used should be got 

approved by the executive engineer before use on work.) 

11 2 No Supply and fixing in position with ISI make 20" water closet 

size including all cost and conveyance of materials,labour 

charges etc.,complete with standard specification 

12 Supply and delivery of water supply materials 

13 

14 

15 

16` 

1 

20 

3 

3 

No 

M 

No 

M 

6 No 

15 M 

6 No 

a) 1000 Ltr HDPE tank 

b) 20 mm Pvc Pipe 10 Ksc 

c) 20 mm Pvc Tap 

d) 110 mm Pvc pipe 4 Ksc 

Wiring with 2x1.5 sq.mm (22/0.3) pvc insulated sc 

unshealthed cu. Conducted of 1100 V grade in suitable pvc 

rigid pipe consealed in walls and ceiling with pvc 

accessories with TW switch box painting with suitable 

colour for pvc concealed light / fan point 

28.87 5197.00 

84.44 1M 2 929.00 

950.00 1No 1900.00 

5539.00 

6.50 

20.00 

73.80 



1No 

M 

No 

M 

5539.00 

130.00 

60.00 

221.00 

Light point 450.75 No 2704.00 

Supply and run of 2x1.5 sq.mm (22/0.3) pvc insulated sc 

unshealthed cu. Conducted of 1100 V grade in suitable pvc 

rigid pipe consealed in walls and ceiling with continuous 

earth wire connection 145 swg Tc wire with painting of 

suitable colour 45.00 M 675.00 

Supply and fixing of single box type 4x40 w flu. Fiting 

complete with coper choke and condenser with TW round 

blocks on wall or ceiling with flu tube with pvc unsheathed 

copper leads from terminals to the fitting 371.15 No 2227.00 

Unforeseen items of works and contingencies 

L.S 290.00 

Total 

240000.00

Sl. 

No. 

- 158 - 


DETAILED ESTIMATE 

Name of work : Construction of Work shed at Kamaraja puram 

Estimate Amount : Rs. 2,40,000/- 

Description of Works No Length Breadth Depth Total 

1 Earth work excavation and depositing on bank within initial lead of 10M and initial lift of 2 

metre in hard stiff clay stiff black hard red earth shales murums, gravel stoney earth and 

earth mixed with small size boulders and hard gravelly soil, etc., complete complying with 


Main Wall All Round 1 x 1 37.08 0.60 1.25 27.81 

Toilt all Round 1 X 1 7.16 0.45 0.75 2.42 

Septic Tank 1 X 1 3.50 1.50 1.80 9.45 

L S 0.32 

40.00 

2 CC 1:5:10 (one part cement and five sand and ten metal) using 40mm IS gauge hard 

broken granite stone jelly for foundation and conveyance of all materials to site and all 

labour charges for mixing, laying, tappering and curing etc., complete complying with 



Toilt all Round 1 x 1 7.16 0.45 0.15 0.48 

Septic Tank 1 X 1 3.50 1.50 0.10 0.52 

Flooring `1 X 1 13.04 5.04 0.10 6.57 

L.S 0.09 

11.00 

3 RANDOM RUBBLE MASONRY in cement mortor 1:5 (One cement and five sand) using 

new stones including necessary provision of bond stones from approved quarry including 

simultaneous flush pointing with the same mortar as directed by the departmental officers 

and as per standard specification. 

I Footing 


IInd Footing 1 x 1 37.08 0.45 0.75 12.51 

Toilet 1 X 1 7.16 0.45 0.75 2.42 

L.S 0.06 

25.00 

4 Brick work in Cement Mortar 1:5 Mix (one part cement and five sand) using iniformly burnt 

IInd class bricks of size 23CM x 11CM x 7 CM including cost and conveyance of all 

materials to site and all other labour charges and all other incidental charges etc., 

complete complying with standard specifications. (Masonry projections wherever 

necessary for obtaining the required elevation shall be done without any extra cost) 

Main wall allround 1 x 1 37.08 0.23 2.10 17.91 

Pillers 1 x 8 0.45 0.34 2.10 2.57 

Cabin wall 2 x 0.5 5.50 0.23 0.50/3 1.26 

Partition wall 1 x 2 1.50 0.23 2.10 1.45 

Cross wall 1 x 4 1.00 0.23 1.00 0.92 

1 x 4 6.72 0.23 0.11 0.68 

Toilet all Round 1 x 1 7.16 0.23 2.25 3.70 

Cross wall 1 x 1 1.20 0.12 2.25 0.32 

D/F door 1 X 3 0.90 0.23 2.10 (-) 1.30 



- 159 - 

D/F Window 1 X 4 0.90 0.23 1.20 (-) 0.99 

D/F Jolli 1 X 2 0.60 0.23 0.60 (-) 0.16 

Septic Tank 1 X 1 8.92 0.23 1.80 3.69 

L.S 0.05 

Total 30.00 

5 Plastering with C.M. 1:5 Mix (one cement and five sand) 12mm thick finishing including 

cost and conveyance of all materials to site and all labour charges, watering curing and all 

other incidental charges etc., complete complying with standard specification. 

6 

7 

8 

9 

Qty as per item 4 1 x 1 29.00 2.00/0.23 252.17 

Flooring 1 x 1 5.04 14.04 65.72 

L.S 2.19 

Supplying and Fixing of "L" truss and Steel 

Window including all labour and other charges 

etc. complete 

Total 320.00 

Door 1 x 3 0.90 2.10 5.67 

Windows 1 x 4 0.90 1.20 4.32 

Truss 

supplying and fixing of A C Sheet Roofing with 

suitable J Bolts including cost of materials to 

site and all Labour charges Etc 

250.00 

1000.00 

Roof portion 1 x 2 13.50 3.70 

99.90 

Toilet 1 X 1 2.50 1.80 

4.50 

White washing two coats with freshly burnt shell lime in all floors using best 

quality of approved variety of colouring pigments over the cement plastered wall 

surface ceiling and other new surface and including all labour charges for 

cleaning, preparing wall surface and ceiling etc., complete complying with 


1 x 2 13.50 3.70 

1 X 1 2.50 1.80 

DISTEMPERING TWO COATS for plastered surface using best quality and aproved 

colour of oil bound distemper conforming to ISI specification etc., complete complying as 

directed by the departmental officers as per standard specification. 



L.S 0.60 

105.00 

99.90 

4.50 

L.S 0.60 

Total 105.00 

Main wall all round 1 x 2 37.08 2.1 155.74 

Top 1 x 1 37.08 0.23 8.53 

D/N open 2 x 2 2.00 2.1 16.80 

add Door Edgs 1 x 2 0.23 2.1 0.97 

1 x 2 0.90 2.10 3.78 

2 x 2 1.50 2.10 12.60 

Cross wall 1 x 2 1.20 2.10 5.04 

D/N open 2 x 2 2.00 2.10 -16.80 

186.65 

187.00

10 

11 

- 160 - 

PAINTING NEW IRON WORKS with two coats of synthetic enamel paint of approved 

quality and colour over a priming coat with approved quality of white primer in all floors. 

The rate is inclusive of cost of all materials and labour, brushes and scaffolding charges 

etc., complete complying with standard specification. (The paint to be used should be got 

approved by the executive engineer before use on work.) 

Door 1 x 3 0.90 2.10 5.67 

Window W 1 x 4 0.90 1.20 4.32 

Window W1 1 x 1 0.75 0.60 0.45 

Supply and fixing in position with ISI make 20" 

water closet size including all cost and conveyance 

of materials,labour charges etc.,complete with 


12 Supply and delivery of water supply materials 

a) 1000 Ltr HDPE tank 

b) 20 mm Pvc Pipe 10 Ksc 

c) 20 mm Pvc Tap 

d) 110 mm Pvc pipe 4 Ksc 

1 X 2 



1 

1 

1 

1 

X 

X 

X 

X 

1 

1 

3 

1 

20 M 

3 M 

10.44 

11.00 

2 No 

1.00 No 

20 M 

3 No 

3 M 

13 Wiring with 2x1.5 sq.mm (22/0.3) pvc insulated sc 

unshealthed cu. Conducted of 1100 V grade in 

suitable pvc rigid pipe consealed in walls and 

ceiling with pvc accessories with TW switch box 

painting with suitable colour for pvc concealed light 

/ fan point 

Light point 1 X 6 6No 

14 Supply and run of 2x1.5 sq.mm (22/0.3) pvc 

insulated sc unshealthed cu. Conducted of 1100 V 

grade in suitable pvc rigid pipe consealed in walls 

and ceiling with continuous earth wire connection 

145 swg Tc wire with painting of suitable colour 

Main to switch board 1 X 1 15.00 15 M 

15 Supply and fixing of single box type 4x40 w flu. 

Fiting complete with coper choke and condenser 

with TW round blocks on wall or ceiling with flu 

tube with pvc unsheathed copper leads from 

1 X 4 4 No 

16 

terminals to the fitting 

Unforeseen items of works and contingencies L.s

- 161 - 

SPECIFICATION REPORT FOR THE WORK 

OF CONSTRUCTION OF COMMUNITY FACILITY CENTRE 

Estimate of cost: 25.00 Lakhs 

1. Name of the work : Construction of community facility centre at 

Nehru Nagar 


3. Location : Slum area 

4. Necessity : Better living conditions of poor slum people 

and there by increasing the aesthetic 

appearances of Dharapuram town. 

5. Provision : The following provision are made in the 

Estimate 

1. Earth work Excavation all causes of soil 

2. PCC 1:5:10 using 40mm ISS HBG metal 

3. B.W in CM 1:5 using country bricks of std size 

4. Supply and erection of steel centering for lintel 

and roof slab 

5. RCC 1:1 1/2:3 using 20mm HBG metal for 

roofing 

6. Supply and fixing of steel doors and windows 



9. Floor finishing glazed tiles and ceramic Tiles 

10. Toilet arrangements & water supply arrangement 

11. Electrical arrangements. 

12. Park arrangement and children play materials. 

6. Rates : Current PWD Schedule of rate 2008-09 

7. Conditions : The work will be carried out as per PWD 

specification and Instruction issued by higher 

officers from time to time. 



S. 

NO 

1 

2 

3 

4 

5 

- 162 - 


ABSTRACT ESTIMATE 

NAME OF WORK: CONSTRUCTION OF COMMUNITY FACILITY CENTRE 

Estimate Amount : Rs. 25.00 Lakhs 

DESCRIPTION QUANTITY RATE/PER Amount 

Earthwork excavation and depositing on 

bank with initial lead of 10 metres and 

initial life of 2 metres hard stiff block 

cotton hard red earthy shales muran 

gravel stoney earth and earth mixed with 

small size boulders and hard gravelly 

soil as per SS-20B 

Cement concrete 1 :5:10 using 40mm 

ISS HBG metal including cost and 

conveyance of all material from 

approved quarry and including all other 

labour charges etc., completed as per 


RCC 1:1.5:3 mix using 20mm, ISS HBG 

metal including cost and conveyance of 

all material .from approved quarry and 

including all other labour charges etc 

.completed as per standard 


160.00 m 3 60.86 9738.00 

29.00 m 3 1688.10 48955.00 

a) upto basement level 37.00 m³ 3520.30 130251.00 

b)In ground floor 46.00 m³ 3550.90 163341.00 

c) First floor 29.00 m³ 3611.95 104747.00 

Centering charges for RCC works in 

cluing hire and labour charges for form 

works etc., completed as per standard 

specification 

a) Column footing ,plinth beam,stair 

steps etc., 

203.00 m² 202.34 41075.00 

b)RCC slabs,beams,lintels,etc., 543.00 m² 251.56 136597.00 

c)RCC column foxing etc., 196.00 m² 301.87 59166.00 

Brick work in cement mortor 1:5 mix 

using country bricks including cost and 

conveyance of all materials from 




6 

7 

8 

9 

10 

11 

12 

labour charges etc, completed as per 


- 163 - 

a) upto basement level 16.00 m² 1975.10 31600.00 

b) In ground floor 106.00 m² 1995.45 211518.00 

c) First floor 53.00 m 3 2036.15 107916.00 

Plastering in cement mortor 1:5 mix to 

12mm thick including cost and 

conveyance of all material from 


labour charges et., completed as per 


Supply fabrication and placing it in 

position of MS (or) RTS rods including 

cost of steel binding wire and also 

cutting bending, tying, grills and 

straightening etc., complete as directed 

by dept., officers 

Supply and fixing of PVC door including 

all labour charges etc., complete as per 


Supply, Fabrication and. placing in 

position of MS angles , flats, 20g GI 

sheets for doors windows and wentilator 

including all labour chares for cutting, 

bending, and placing in position etc., 

complete as per standard specifications. 

Ceiling plastering in cement mortor 1:3 

mix to 10mm thick including cost and 

conveyance of all materials from 

approved quarry and including all labour 

charges etc., completed as per Standard 


Roof finishing terrace flooring with 

course of pressed tiles of size 

20cmx20cmx2cm using cement mortar 

1:3 mixed with crude oil of 10% by 

weight cement and pointed with same 

oiled mortar etc., complete as per 


Daddoing with Glazed Tiles 200mmx 

150mm size of approved quality an 

colour set in cement mortor 1:2 mix and 

pointing with white cement including 

cost and conveyance all materials and 

labour charges etc., completed as per 


1643.00 



m 2 

60.20 98909.00 

16500.00 Kg 50.90 839850.00 

5.40 m² 1050.00 5670.00 

1800.00 Kg 46.20 83160.00 

470.00 m 2 68.60 32242.00 

165.00 m 2 238.90 39419.00 

14.00 m 2 530.33 7425.00

13 

14 

15 

16 

17 

18 

19 

20 

21 

- 164 - 

Finishing the top of flooring with ceramic 

tiles ofsize 380x380x6mm laid in cement 

mortar 1:3 inculding with pointing with 

coloured cement as directed by dept. 

officers. 

White washing tow coats using in quality 

shell lime from approved quarry 

including cost and conveyance of 


completed as per standard specification 

Colour Washing well burnt shell lime 

blue gum including cost of materials 

and labour charges etc . complete as 

per standard specification 

Painting two coats to the new iron work 

with enamel paint cost and conveyance 

of all material 

Roofing with Galvanised Coruugated 

Iron Sheet of 1.60mm thickness 

including labour charges for fixing in 

position including cost and conveyance 

of all materials and other incidential 

charges etc.,complete with std 


Supplying and filling with well gravel 

layers of not more than 15 cm thick well 

rammed watered and compacted 

including cost and conveyance of sand 

and filling charges etc complete as per 

SS 

Supplying and filling with river sand in 

layers of not more than 15cm thick well 

rammed watered and compacted 

including cost and conveyance of sand 

and filling charges etc complete as per 


Supplying and fixing weld mesh 

ventilators using weld mesh of size 

7.5cm x 5cm - 10guage and outer frame 

by 25 x 25 x3mm 'L' angle and middle 

support by 25x3mm patta the rate 

including cost of cutting welding charges 

etc., complete. 

Weathering coarse With- Using shell 

lime cost and Conveyance of all 

materials to site and Labour Charge 

etc... 

235.00 m 2 491.63 115533.00 

470.00 m 2 6.48 3045.00 

1575.00 m 2 9.80 15435.00 

125.00 m 2 47.90 5988.00 

16.00 m ² 453.60 7258.00 

95.00 m 3 100.25 9524.00 

16.00 m 3 406.50 6504.00 

5.00 m ² 583.68 2918.00 

15.00 m 3 1221.60 18324.00 

22 Supply and delivery and fixing of 20" 4.00 Nos. 950.00 3800.00 



23 

24 

25 

26 

27 

28 

29 

- 165 - 

W.C Including Cost And Conveyance All 

Materials And Labours, etc...Complete 

the Work. 

Supplying and fixing of HDPE tank as 

per IS 12701/1996 including cost and 

conveyance loading unloading fixing of 

GI pipe and specials for pipe connection 

works including cutting, threading and 

fixing charges as directed by the 


Supply and fixing of 110 mm dia pvc 

pipe 4 ksc for rain water downwall pipe 

Investigation charges for geological 

survey 

Drilling of 6” (150 mm ) dia vertical bore 

in hard rock areas to any to required 

depth as directed by departemental 

officers including transportation charges 

of one rig and supporting vehicle from 

one place to other place in as etc. 

directed by departemental officers. 

Supply and fixing of 180mm dia cs pvc 

casing pipe 6kg/cm2 inculding labour 

charges for incerting the joint if 

necessary and jointing the casing pipe 

as directed by departemental officers. 

Supplying and fixing of the following 

water supply material as per ISI 

specification. a) 2HP single phase 

submersible motor with panel board 

20 LPM 150m Head 

Supply and delivery of following water 

supply materials with ISI specification 

1.00 No. 11078.00 11078.00 

40.00 m 143.00 5720.00 

1 No 1000.00 1000.00 

150 M 230.00 34500.00 

10.00 M 572.00 5720.00 

1 No 19788.00 19788.00 

a) 32mm dia GI pipe ‘B’ class 100 M 164 16400.00 

b) ) 25mm dia GI pipe ‘B’ class 150 M 100 15000.00 

c) 1.5 sq.mm submersible cable 100 M 19 1900.00 

d) 20mm dia pvc pipe 10ksc 50 M 6.50 325.00 

E) 110 mm dia pvc pipe 4 ksc 10 M 73.50 735.00 

f) 20mm PVC tap 4 No 20 80.00 

g) water supply specials. L.S 5000.00 

30 Labour charges for GI pipe laying 250 M 5.00 1250.00 



31 

32 

33 

34 

35 

- 166 - 

aligning and jointing with necessary 

special etc… complete asper standard 

specifications 

Labour charges for the erection of 

submercible pumbset in borewell / open 

well including fixing and jointing 

submercible cable with proper clamps 

up to the starter to require depth and 

also fixing of riser pipes to the required 

depth valves erection clamps pressure 

gauges up to the exterior wall of pump 

room and erection of panel board 

consisting of TPICN switches starter 

voltmeter Ammeter three pilot lamps 

capictor single phasing preventor, water 

level guart and laying and joining the 

cables and twin earthing asper IE rules 

etc.. complete and testing the pumset 

and trial run for 10 days 

Wiring with 2x1.5 sq.mm (22/0.3) pvc 

insulated sc unshealthed cu. Conducted 

of 1100 V grade in suitable pvc rigid 

pipe consealed in walls and ceiling with 

pvc accessories with TW switch box 

painting with suitable colour for pvc 

concealed light / fan point 

Supply and run of 2x1.5 sq.mm (22/0.3) 

pvc insulated sc unshealthed cu. 

Conducted of 1100 V grade in suitable 

pvc rigid pipe consealed in walls and 

ceiling with continuous earth wire 

connection 145 swg Tc wire with 

painting of suitable colour 

Supply and fixing of single box type 

4x40 w flu. Fiting complete ith coper 

choke and condenser with TW round 

blocks on wall or ceiling with flu tube 

with pvc unsheathed copper leads from 

terminals to the fitting 

Supply and fixing of 1200 mm AC 

ceiling fan complete with stepped 

eletronics 300 W requlator with the 

existing down rod in the existing clamp 

1 No 3347.00 3347.00 

20 No 450.75 9015.00 

50 M 45.00 2250.00 

15 No 371.15 5567.00 

5 No 1179.00 5895.00 

36 EB service connection charges LS 2500.00 

37 Contingencies of unforeseen items LS 944.00 

(Rupees Twenty Five Lakhs Only) 2500000.00 



- 167 - 



- 168 - 


DETAILED ESTIMATE 

NAME OF WORK: CONSTRUCTION OF COMMUNITY FACILITY CENTRE 

Estimate Amount : Rs. 25.00 Lakhs 

S.NO DESCRIPTION Nos 

1 

2 

Length 

(m) 

Width 

(m) 

Depth 

(m) 

Earthwork excavation and depositing on bank with initial lead of 10 meters 

and initial life of 2 meters hard stiff block cotton hard red earthy shale's 

muran gravel stony earth and earth mixed with small size boulders and 

hard gravelly soil as per SS-20B 

Quantity 

Col. footing 1x17 1.50 1.50 1.80 68.85 

" 1x8 1.50 1.50 1.80 32.40 

Plinth walls all round 1x1 51.64 0.30 0.30 4.64 

Cross walls length 1x3 2.63 0.30 0.30 0.71 

" 1x1 5.23 0.30 0.30 0.47 

" 1x3 6.71 0.30 0.30 1.81 

cross walls breath 1x3 6.34 0.30 0.30 1.71 

" 1x3 2.23 0.30 0.30 0.60 

Septic tank 1x2 2.63 0.30 0.30 0.47 

" 1x1 6.00 2.00 2.00 24.00 

Water tank 1x1 5.00 3.00 1.50 22.50 

Cement concrete 1:5:10 using 40mm ISS HBG metal including cost and 

conveyance of all material from approved quarry and including all other 

labour charges etc., completed as per standard specification. 

L.S 1.84 

160.00 m³ 

Col. footings 1x17 1.50 1.50 0.15 5.79 

1x8 1.50 1.50 0.15 2.70 

Plinth walls 1x1 51.64 0.30 0.10 1.54 

Cross walls 1x3 2.63 0.30 0.10 0.23 

1x1 5.23 0.30 0.10 0.15 

1x3 6.71 0.30 0.10 0.60 

breath 1x3 6.34 0.30 0.10 0.57 

1x3 2.23 0.30 0.10 0.20 



3 

Flooring 

- 169 - 

1x2 2.63 0.30 0.10 0.15 

1x1 2.40 2.40 0.10 0.57 

Book station 1x1 2.20 3.05 0.10 0.67 

Toilet 1x1 2.20 2.83 0.10 0.62 

Outdoor 1x1 2.40 2.00 0.10 0.48 

crench 1x1 5.00 5.00 0.10 2.50 

Library 1x1 5.00 5.45 0.10 2.72 

Shop 1x1 3.30 1.80 0.10 0.54 

Reception in lobby 1x1 3.30 5.00 0.10 1.65 

Portico 1x1 6.71 3.32 0.10 2.21 

SHG 1x1 3.05 2.40 0.10 0.73 

Health 1x1 3.05 2.50 0.10 0.76 

Shop 1x1 3.05 2.40 0.10 0.73 

RCC 1:1.5:3 mix using 20mmiSS HBG metal including cost and 


labour charges etc .completed as per standard specification. 

L.S. 2.90 

29.00 m³ 

up to basement 1x17 1.50 1.50 0.23 8.79 

1x8 1.50 1.50 0.23 4.14 

slope 1x17 1.5²+0.5²/2 - 0.22 4.67 

col. 1x8 1.5²+0.5²/2 - 0.22 2.20 

plinth area beam al 

round 

1x17 0.30 0.23 0.90 1.05 

1x8 0.45 0.23 0.90 0.74 

1x1 51.64 0.23 0.30 3.56 

1x3 2.63 0.23 0.30 0.54 

1x1 5.23 0.23 0.30 0.36 

1x3 6.71 0.23 0.30 1.38 

breath 1x3 6.34 0.23 0.30 1.31 

1x3 2.23 0.23 0.30 0.46 



cover slab for septic 

tank 

cover slabfor water 

tank (sump) 

col above basement 

to flow roof 

- 170 - 

1x2 2.63 0.23 0.30 0.36 

1x1 6.46 2.46 0.15 2.38 

1x1 5.46 3.46 0.15 2.83 



2.23 

37.00 m³ 

1x17 0.30 0.23 4.00 4.69 

1x8 0.45 0.23 4.00 3.31 

lintel around 1x1 51.64 0.23 0.20 2.37 

cross walls 1x3 2.63 0.23 0.20 0.36 

1x1 5.23 0.23 0.20 0.24 

1x3 6.71 0.23 0.20 0.92 

cross wall beath 1x3 6.34 0.23 0.20 0.87 

1x3 2.23 0.23 0.20 0.30 

1x2 2.63 0.23 0.20 0.24 

1x1 51.64 0.60 0.075 2.32 

beams 1x1 51.64 0.23 0.30 3.56 

sides 1x3 2.00 5.23 0.15 4.70 

cross wall length 

wise 

1x3 2.63 0.23 0.18 0.32 

1x1 5.23 0.23 0.18 0.21 

1x3 6.71 0.23 0.18 0.33 

1x3 5.23 0.23 0.15 0.54 

slab 1x1 14.70 11.00 0.12 19.40 

1.32 

46.00m³ 

Ist floor 1x1x11 0.30 0.23 4.00 3.03 

1x6 0.45 0.23 4.00 2.48 

Lintel 1x1 45.18 0.23 0.20 2.07 

1x2 9.91 0.23 0.20 0.91 

1x1 11.19 0.23 0.20 0.51

4 

- 171 - 

1x1 45.18 0.60 0.075 0.51 

beam 1x1 45.18 0.23 0.30 3.11 

1x3 5.23 0.23 0.15 0.54 

1x2 9.91 0.23 0.30 1.36 

breath wise 1x1 11.19 0.23 0.30 0.77 

slab 1x1 2.20 2.40 0.12 0.63 

1x1 2.20 2.83 0.12 0.74 

1x1 5.00 5.00 0.12 3.10 

1x1 5.00 5.45 0.12 3.27 

shops 1x1 3.30 1.80 0.12 0.71 

roof low 1x1 3.30 5.00 0.12 1.98 

steps 1x4 3.15 1.20 0.12 0.69 

1x4 1.20 1.20 0.12 0.69 

Centering charges for RCC works in cluing hire and labour charges for 

form works etc., completed as per standard specification 



1.20 

27.00 m³ 

footing along 1x17x4 1.50 0.23 23.46 

1x8x4 1.50 0.23 11.04 

col. around 1x17 1.36 0.90 20.80 

1x8 1.06 0.90 7.63 

1.57 

30.00 m² 

plinth sides alround 1x1x2 51.64 0.30 30.98 

1x3x2 2.63 0.30 4.73 

1x1x2 5.23 0.30 3.13 

1x3x2 6.71 0.30 12.07 

breathwise 1x3x2 6.34 0.30 11.41 

1x3x2 2.23 0.30 4.01

col above grade 

beam alround 

- 172 - 

1x2x2 2.63 0.30 3.15 

1x17 1.06 0.75 13.51 

1x8 1.36 0.75 8.16 

septic tank bottom 1x1 6.00 2.00 12.00 

sides 1x1 17.84 0.15 2.67 

cover slab water tank 

botttom 

1x1 5.00 3.00 15.00 

sides 1x1 17.84 0.15 2.67 

above basement col 

around 

16.42 

173.00 m² 

1x17 1.06 4.00 72.08 

col alround 1x8 1.30 4.00 43.52 



0.40 

116.00 m² 

Lintel alround 1x1 51.64 0.23 11.87 

1x1x2 51.64 0.20 20.65 

cross walls 1x3x2 2.63 0.20 3.15 

bottom 1x3 2.63 0.23 1.81 

sides 1x3 5.23 0.20 1.04 

1x1 5.23 0.23 1.20 

sides 1x3x2 6.71 0.20 8.05 

bottom 1x3 6.71 0.23 4.63 

sunshade bottom & 

sides 

1x1 51.64 0.675 34.85 

breathwise bottom 1x3x1 6.34 0.23 4.37 

sides 1x3x2 6.34 0.20 7.60 

bottom 1x3 2.23 0.23 1.53 

sides 1x3x2 2.23 0.20 2.67 

bottom 1x2 2.63 0.23 1.20 

sides 1x2x2 2.63 0.20 2.10

Roof beam walls 

around outter bean 

bottom 

- 173 - 

1x1 51.64 0.23 11.87 

sides 1x2 51.64 0.10 18.59 

Exces cross walls 1x2x2 5.23 0.15 3.13 

cross walls 1x3 2.63 0.23 1.81 

sides 1x3x2 2.63 0.18 2.84 

bottom 1x1 5.23 0.23 1.20 

sides 1x1x2 5.23 0.33 3.45 

1x3 6.71 0.23 4.62 

sides 1x1x2 6.71 0.18 2.41 

breathwise bottom 1x3 6.34 0.23 4.37 

sides 1x3x2 6.34 0.18 6.84 

bottom 1x3 2.23 0.23 1.53 

sides 1x3x2 2.23 0.18 2.40 

bottom 1x2 2.63 0.23 1.20 

slab bottom floor 

area 

1x2x2 2.63 0.18 1.89 

1x1 14.00 11.00 154.00 

sides 1x1 51.64 0.12 6.19 

above ground floor & 

Ist floor 

23.94 

359.00 m² 

1x11 1.06 4.00 46.64 

1x6 1.36 4.00 32.64 



0.72 

80.00 m² 

Ist floor lintel 1x1 45.18 0.23 10.39 

sides 1x2 45.18 0.20 18.07 

cross walls 

lengthwise bottom 

1x2 9.91 0.23 4.55 

sides 1x2x2 9.91 0.20 7.92

5 

- 174 - 

breathwise 1x1 11.19 0.23 2.57 

1x1x2 11.19 0.20 4.47 

sunshade 1x1 45.18 0.675 30.49 

Beam alround walls 1x1 45.18 0.23 10.39 

sides 1x2 45.18 0.18 16.26 

excess in cross walls 1x3x2 5.23 0.15 4.70 

Length wise bottom 1x2 9.91 0.23 4.55 

sides 1x2x2 9.91 0.18 7.13 

breathwise 1x1 11.19 0.23 2.57 

1x1x2 11.19 0.18 4.02 

slab 1x1 2.20 2.40 5.28 

toilet 1x1 2.20 2.83 6.22 

creche 1x1 5.00 5.00 25.00 

1x1 5.00 5.45 27.25 

shop 1x1 3.30 1.80 5.94 

reception lobby 1x1 3.30 5.00 16.50 

alround 1x1 45.18 0.12 5.42 

slope 1x4 3.15 1.20 15.12 

Landstrip 1x4 1.20 1.20 5.76 

sides slope 1x4 3.15 0.12 1.51 

sides lobby 1x4 1.20 0.12 0.57 

Brick work in cement mortor 1:5 mix using country bricks including cost 

and conveyance of all materials from approved quarry and including all 

other labour charges et.c, completed as per standard specification. 



0.35 

243.00 m² 

below basement 1x1 51.64 0.23 0.75 8.90 

1x3 2.63 0.23 0.75 1.36 

1x1 5.23 0.23 0.75 0.90 

1x3 6.71 0.23 0.75 3.47 

1.37 

16.00 m³

- 175 - 

Ground floor 1x1 51.64 4.00 47.50 

1x3 2.63 0.23 4.00 7.25 

1x1 5.23 0.23 4.00 4.81 

1x3 6.71 0.23 4.00 18.57 

breath wise 1x3 6.34 0.23 4.00 17.49 

1x3 2.23 0.23 4.00 6.15 

1x2 2.63 0.23 4.00 4.83 

1x1 16.00 0.23 1.85 6.80 

1x1 16.00 0.23 1.35 4.96 

Ded 1x17 0.30 0.23 4.00 4.64 (-) 

1x8 0.45 0.23 4.00 3.31 (-) 

windows 1x6 1.20 0.23 1.20 1.98 (-) 

doors 1x9 0.90 0.23 2.10 3.91 (-) 



1.53 

106.00 m³ 

Ist floor 1x1 45.18 0.23 4.00 41.56 

cross walls breath 

wise 

1x2 9.91 0.23 4.00 18.23 

for head room 1x4 4.00 0.23 2.10 7.72 

length wise 1x1 11.19 0.23 4.00 10.29 

Ded. col 1x11 0.30 0.23 4.00 3.03 (-) 

1x6 0.45 0.23 4.00 2.48 (-) 

doors & windows 1x5 1.20 0.23 1.20 1.65 (-) 

1x6 0.90 0.23 2.10 7.82 (-) 

Lintel & beams 1x1 45.18 0.23 0.38 3.94 (-) 

cross walls 1x2 9.91 0.23 0.38 1.73 (-) 

lintel beams in Ist 

floor 

1x1 11.19 0.23 0.38 0.97 (-) 

1x1 51.64 0.23 0.38 4.51 (-) 

1x3 2.63 0.23 0.38 0.68 (-) 

1x1 5.23 0.23 0.38 0.45 (-) 

1x3 6.71 0.23 0.38 1.75 (-)

6 

7 

8 

9 

- 176 - 

breath wise 1x3 6.34 0.23 0.38 1.66 (-) 

1x3 2.23 0.23 0.38 0.58 (-) 

1x2 2.63 0.23 0.38 0.45(-) 

Plastering in cement mortor 1:5 mix to 12mm thick including cost and 


labour charges et., completed as per standard specification. 



1.39 

53.00 m³ 

walls around 1x2 51.64 4.00 413.12 

length wise 1x3x2 2.63 4.00 63.12 

1x1x2 5.23 4.00 41.84 

1x3x2 6.71 4.00 161.04 

breath wise 1x3x2 6.34 4.00 152.16 

1x3x2 2.23 4.00 53.52 

1x2x2 2.63 4.00 42.08 

23.12 

950.00 m² 

Ist floor 1x2 45.18 4.00 361.44 

Head room wall 1x4x2 4.00 2.10 67.20 

1x2x2 9.91 4.00 158.56 

1x1x2 11.19 4.00 89.52 

Supply fabrication and placing it in position of MS (or) RTS rods including 

cost of steel binding wire and also cutting bending, tying, grills and 

straightening etc., complete as directed by dept., officers 

15.88 

693.00 m² 

110m³x150kg/m³ 16500.00 kg 

Supply and fixing of PVC door including all labour charges etc., complete 

as per standard specification. 

1x4 0.75 1.80 5.40 m² 

Supply, Fabrication and. placing in position of MS angles , flats, 20g GI 

sheets for doors windows and wentilator including all labour chares for 

cutting, bending, and placing in position etc., complete as per standard 

specifications.

- 177 - 

a D 1x15 0.90 - 2.10 28.35 

b W 1x10 1.20 - 1.20 14.40 

10 

Ceiling plastering in cement mortor 1:3 mix to 10mm thick including cost 

and conveyance of all materials from approved quarry and including all 

labour charges etc., completed as per Standard specification. 

42.75 

42. Kg/M 2 

1800 Kg 

ground floor 1x1 14.70 11.00 161.70 

1x1 16.00 1.85 29.60 

septic tank 1x1 6.00 2.00 12.00 

1x1 5.00 3.00 15.00 

1x1 16.00 1.35 21.60 

beams sides 1x1x2 51.64 0.18 18.59 

1x3x2 2.63 0.18 2.84 

1x1x1 5.23 0.18 1.88 

1x3x2 6.71 0.18 7.24 

breath wise 1x3x2 6.34 0.18 6.84 

1x3x2 2.23 0.18 2.40 

1x2x2 2.63 0.18 1.89 

18.42 

300.00 m² 

Ist floor 1x1 2.20 3.05 6.71 

Toilet 1x1 2.20 2.83 6.22 

1x1 5.00 5.00 25.00 

1x1 5.00 5.45 27.25 

1x1 3.30 5.00 16.50 

1x1 3.30 1.80 5.94 

beams 1x2x2 45.18 0.18 32.52 

1x2x2 9.91 0.18 7.13 

1x1x2 11.19 0.18 4.02 



11 

12 

13 

14 

15 

- 178 - 

1x4 3.15 1.20 15.12 

1x4 1.20 1.20 5.76 

1x4 3.15 0.15 1.89 

1x4 1.20 0.15 0.72 

Roof finishing terrace flooring with course of pressed tiles of size 

20cmx20cmx2cm using cement mortar 1:3 mixed with crude oil of 10% by 

weight cement and pointed with same oiled mortar etc., complete as per 


15.22 

170.00 m² 

1x1 14.70 - 11.00 161.70 

Daddoing with Glazed Tiles 200mmx 150mm size of approved quality an 

colour set in cement mortar 1:2 mix and pointing with white cement 

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

completed as per standard specification. 

LS 3.30 

165.00m 2 

Ground floor 1x1 14.00 1.00 14.00 m² 

Finishing the top of flooring with ceramic tiles ofsize 380x380x6mm laid in 

cement mortar 1:3 inculding with pointing with coloured cement as 

directed by dept. officers. 

Ground floor 1x1 14.00 11.00 154.00 

Ist floor 1x1 2.20 3.05 6.71 

Toilet 1x1 2.20 2.83 14.00 

creche 1x1 5.00 5.00 25.00 

1x1 5.00 5.45 27.25 

shop 1x1 3.30 1.80 5.94 

White washing two coats using in quality shell lime from approved quarry 

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

completed as per standard specification 

As per ceiling 

Plastering Area 



2.10 

235.00 m² 

1x1 470m 2 

Colour Washing well burnt shell lime blue gum including cost of materials 

and labour charges etc . complete as per standard specification

16 

17 

18 

19 

As per Plastering 

Area 

- 179 - 

1x1 1575m² 

Painting new iron works with two coats using the ready mixed enamel 

paint of approved quality including cost of materials at site and labour 

charges etc., complete. 

1x15x2.20 0.90 2.10 62.37 

1x10x2.40 1.20 1.20 34.56 

Roofing with Galvanised Coruugated Iron Sheet of 1.60mm thickness 

including labour charges for fixing in position including cost and 

conveyance of all materials and other incidential charges etc.,complete 

with std specification. 

28.07 

125.00 m² 

1x1 4.00 4.00 16.00 m² 

Supplying and filling with well gravel layers of not more than 15 cm thick 

well rammed watered and compacted including cost and conveyance of 

sand and filling charges etc complete as per SS 

1x1 2.40 2.40 0.50 2.88 

1x1 2.20 3.05 0.50 3.35 

1x1 2.20 2.83 0.50 3.11 

1x1 2.40 2.00 0.50 2.40 

1x1 5.00 5.00 0.50 12.50 

1x1 5.00 5.45 0.50 13.62 

1x1 3.30 1.80 0.50 2.97 

1x1 3.30 5.00 0.50 8.25 

1x1 6.71 3.32 0.50 11.13 

1x1 3.05 2.40 0.50 3.66 

1x1 3.05 2.40 0.50 3.66 

1x1 3.05 2.50 0.50 3.81 

Supplying and filling with river sand in layers of not more than 15cm thick 

well rammed watered and compacted including cost and conveyance of 

23.66 

95.00 m³ 



20 

21 

22 

23 

- 180 - 

sand and filling charges etc complete as per standard specification 

1x1 2.40 2.40 0.10 0.57 

1x1 2.20 3.05 0.10 0.67 

1x1 2.20 2.83 0.10 0.62 

1x1 2.40 2.00 0.10 0.48 

1x1 5.00 5.00 0.10 2.50 

1x1 5.00 5.45 0.10 2.72 

1x1 3.30 1.80 0.10 0.54 

1x1 3.30 5.00 0.10 1.65 

1x1 6.71 3.32 0.10 2.21 

1x1 3.05 2.40 0.10 0.73 

1x1 3.05 2.40 0.10 0.26 

1x1 3.05 2.50 0.10 0.73 

Supplying and fixing weld mesh ventilators using weld mesh of size 7.5cm 

x 5cm - 10guage and outer frame by 25 x 25 x3mm 'L' angle and middle 

support by 25x3mm patta the rate including cost of cutting welding 




2.32 

16.00 m³ 

1x9 0.90 0.60 4.86 

Weathering coarse With- Using shell lime cost and Conveyance of all 

materials to site and Labour Charge etc... 

0.14 

5.00 m² 

1x1 14.70 11.00 0.075 12.12 

Supply and delivery and fixing of 20" W.C Including Cost And Conveyance 

All Materials And Labours, etc...Complete the Work 

LS 2.88 

15.00 m 3 

1x4 - - - 4 Nos 

Supplying and fixing of 2000 Litres capacity HDPE tank as per IS 

12701/1996 including cost and conveyance loading unloading fixing of GI 

pipe and specials for pipe connection works including cutting, threading 

and fixing charges as directed by the departmental officers

24 

25 

26 

27 

28 

29 

Supply and fixing of 

110 mm dia pvc pipe 

4 ksc for rain water 

downwall pipe 

Investication charges 

for geological survey 

Drilling of 6” (150 

mm ) dia vertical 

bore in hard rock 

areas to any to 

required depth as 

directed by 

departemental 

officers including 

transportation 

charges of one rig 

and supporting 

vehicle from one 

place to other place 

in as etc. directed by 

departemental 

officers. 


180mm dia cs pvc 

casing pipe 6kg/cm 2 

inculding labour 

charges for incerting 

the joint if necessary 

and jointing the 

casing pipe as 

directed by 

departemental 

officers. 

Supplying and fixing 

of 2HP single phase 

submersible motor 

with panel board 20 

LPM 150m head 

Supply and delivery 

of following water 

supply materials with 

ISI specification 

a) 32mm dia GI pipe 

‘B’ class 

b) ) 25mm dia GI 

pipe ‘B’ class 

c) 1.5 sq.mm 

submersible cable 

- 181 - 

1x1 - - - 1.00 No. 

1x5 8.00 40.00 m 

1x1 - 1No 

1x1 150.00 150M 

1x1 10.00 10 M 

1x1 1No 

1x1 100.00 100 M 

1x1 150.00 150 M 

1x1 100.00 100 M 

d) 20mm dia pvc 1x1 50.00 50 M 



30 

31 

32 

pipe 10ksc 

E) 110 mm dia pvc 

pipe 4 ksc 

- 182 - 

1x1 10.00 10 M 

f) 20mm pvc tap 1x4 4 No 

g) Water supply 

specials 

Labour charges for 

GI pipe laying 

aligning and jointing 

with necessary 

special etc… 

complete asper 

standard 

specifications 

Labour charges for 

the erection of 

submercible 

pumbset in borewell / 

open well including 

fixing and jointing 

submercible cable 

with proper clamps 

up to the starter to 

require depth and 

also fixing of riser 

pipes to the required 

depth valves erection 

clamps pressure 

gauges up to the 

exterior wall of pump 

room and erection of 

panel board 

consisting of TPICN 

switches starter 

voltmeter Ammeter 

three pilot lamps 

capictor single 

phasing preventor, 

water level guart and 

laying and joining the 

cables and twin 

earthing asper IE 

rules etc.. complete 

and testing the 

pumset and trial run 

for 10 days 

Wiring with 2x1.5 

sq.mm (22/0.3) pvc 

insulated sc 

unshealthed cu. 

Conducted of 1100 V 

grade in suitable pvc 

rigid pipe consealed 

in walls and ceiling 

with pvc accessories 

with TW switch box 



L S 

1x1 250.00 250 M 

1x1 1 No 

1x20 20 No

33 

34 

35 

36 

37 

painting with suitable 

colour for pvc 

concealed light / fan 

point Light point 

For all rooms 

Supply and run of 

2x1.5 sq.mm (22/0.3) 

pvc insulated sc 

unshealthed cu. 

Conducted of 1100 V 

grade in suitable pvc 

rigid pipe consealed 

in walls and ceiling 

with continuous earth 

wire connection 145 

swg Tc wire with 

painting of suitable 

colour 


single box type 4x40 

w flu. Fiting complete 

ith coper choke and 

condenser with TW 

round blocks on wall 

or ceiling with flu 

tube with pvc 

unsheathed copper 

leads from terminals 

to the fitting 


1200 mm AC ceiling 

fan complete with 

stepped eletronics 

300 W requlator with 

the existing down rod 

in the existing clamp 

EB service 

connection charges 

Contingencies of 

unforeseen items 

- 183 - 

1x1 50.00 50 M 

1x15 15 No 

1x5 5 No 



L.S 

L.S

- 184 - 

Specification report to accompany the estimate for the work of providing 

underground drainage system at Kamarajapuram - South 


1. Name of work : Underground drainage system at 

Kamarajapuram – South 



4. Classification : UGD 

5 Necessity : 

6. Proposal : Providing underground drainage system 

7 Provisions made are for 530 meter length and 100 house service connection 

33. Earth work for main line laying, house service connection and 

dispersion drench 

34. CC in 1:5:10 using for 40mm metal 

35. Brick work in CM 1:5 

36. Plastering in CM 1:4 mix 12 mm thick 

37. Supply and fixing of CI manhole cover (heavy duty) 


39. Supplying and erecting of steel centering 

40. RCC 1:2:4 using 40 mm metal 

41. Supplying fabricating of steel 

42. Supply and fixing of water supply materials 

a. 8” dia PVC pipe 6Ksc 

b. 110 mm dia PVC pipe 6Ksc 

43. Main line laying for labour charges 

44. Provision for individual connection 


estimate. 








Sl. 

No 

- 185 - 



Name of the Work : Providing under ground drainage system at Kamarajapuram south side 



1 Earth work excavation anddeposting on bank 

with intial lead of 10 m and lift of 2 m in narrow 

trenches for laying of pipes for water supply 

andseweranf eork in the following type of soils 

as directed by Departmentals officers. Hard stiff 

clay, stiff black 

2 Cement concrete in 1:5:10[one sulphate 

reslstant ement and five sand and ten 

aggregate ] using 40 mm size ISS grade 


mixinglaying curing etc., complete complying 

with standard specification.(sulphate resistant 

cement should be used.) 

3 Brick work in cement morter1:5(one S.R. 

cement and five sand) using country bricks of 

size 8 3/4" x 4 1/4"x 2 3/4" the rate including 

cost, conveyance of all materials and labour 


4 Plastering in S.R.cement mortar 1:4 mix 12mm 

thick using clean screened sand and including 

cost of curing for fifteen days from the 

completion of the work and surface should free 

from undulations and including the cost of 

preparing the surface for plasterin(sulphate 

resistant cement should be used.) 

5 Supply and fixing of CI manhole cover (heavy 

duty) as per standard specification 













x 3mm for boarding laid over( 

8 Reinforecd Cement concrete in 1:2:4[oneS.R. 

cement and two sand and four aggregate ] 

using 40 mm size ISS grade machine crushed 

chips including the cost of mixinglaying curing 

etc., complete complying with standard 







labour charges for cu 

1800.00 M 3 72.00 1 M 3 129600.00 

20.00 1688.10 1 M 3 33762.00 

47.00 1975.10 1 M 3 92829.70 

210.00 M 3 64.60 1 M 3 13566.00 

18.00 No 3000.00 1 No 54000.00 

200.00 M 2 121.60 1 M 2 24320.00 

40.00 251.56 1 M 2 10062.40 

6.00 3005.00 1 M 3 18030.00 

600.00 kg 50.90 kg 30540.00 



- 186 - 

10 Supply and delivery of following salt glazed 

stoneware pipe as per 651 – 1992 of 0.60 m 

length 

a) 200mm sw pipe 530.00 m 221.87 1M 117591.10 

b)100mm sw pipe 1820.00 m 78.00 1M 141960.00 

11 Laying and jointing withS.R. cement mortor sw 

pipe and specials in dry contition and testing 

with water. The rate including cost of cement, 

sand and spun yarn and all labour charges. 

etc.. complete.(sulphate resistant cement 

should be used.) 

a) 200 mm sw pipe 530.00 m 101.37 1M 51818.00 

b)100 mm sw pipe 1820.00 m 60.63 1M 107344.00 


layingthe Sw pipes as directed by the 

1200.00 M3 10.10 1 M 3 12120.00 


13 TNCWWD 2640.00 

14 P.S Charges for unforeseen items of work 39816.90 

15 TOTAL 880000.00 

832415.10 



- 187 - 



Name of the Work : Providing under ground drainage system at Kamarajapuram south side 

Sl.No 




L B D 

Contents 

1 Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed 

by the departmental officers except hard rock inclusive of shoring strutting and balling out 

water wherever necessary and refilling the sides of foundation with excavated earth in layers of 

15cm thick well rammed and consolidated and depositing the surplus earth with in the 

compound in places shown by the departmental officers with initial lead of 10 meters and initial 

lift of 2 meters including cost of all labour charges etc., complete as per standard specification 

23 & 24 VI (S2) VII.9,10 

for main line 1 x 1 

530.00 0.90 

1.20+ 

1.5/2 

643.95 

Hous service connection 1 x 100 

4.00+ 

16.00/2 

0.50 1.00 500.00 

man hole 1 x 18 

3.14x2 

2/ 

4 

1.80 101.74 

dispersion 1 x 1 13.00 4.00 2.50 130.00 

Total 1375.69 M 3 

Say 1400.00 M 3 

2 Cement concrete in 1:5:10[one cement and five sand and ten aggregate ] using 40 mm size 

ISS grade machine crushed chips including the cost of mixinglaying curing etc., complete 


for man hole 1 x 18 

3.14x2 

2/ 

4 

0.20 11.30 

dispersion trench 1 x 1 13.00 4.00 0.15 7.80 

Total 19.10 

Say 20.00 M 3 

3 

Brick work in cement morter1:5(one cement and five sand) using country bricks of size 8 3/4" 

x 4 1/4"x 2 3/4" the rate including cost, conveyance of all materials and labour charges etc., 

complete. 

man hole 18 x 3.14 

1.43+ 

0.83/2 

0.23 1.60 23.50 

dispersion trench 1 x 2 13.68 0.34 1.00 9.30 

1 x 2 3.00 0.34 1.00 2.04 

1 x 2 13.46 0.23 1.50 9.29 

1 x 2 3.00 0.23 1.50 2.07 

Total 46.20 

Say 47.00 M 3 

4 Plastering in cement mortar 1:4 mix 12mm thick using clean screened sand and including cost 

of curing for fifteen days from the completion of the work and surface should free from 

undulations and including the cost of preparing the surface for plastering and protecting for 

plastering for plastering and protecting from other damages till setting of mortar etc.complete 

complying with standard specification--10m2 

M.H.sides 2 x 18 3.14 

1.43+ 

0.83/2 

1.60 204.38 

Total 204.38 M 2 

Say 210.00 M 2 

5 Supply and fixing of CI manhole cover (heavy duty) as per standard specification 

M.H 1 x 18 18.00 No 



- 188 - 

6 Plastering in cement mortar 1:4 mix 20mm thick using clean screened sand and including cost 

of curing for fifteen days from the completion of the work and surface should free from 

undulations and including the cost of preparing the surface for plastering and protecting for 

plastering for plastering and protecting from other damages till setting of mortar etc.complete 


dist trench base 1 x 1 15.00 5.00 75.00 

sides 1 x 1 40.00 2.50 100.00 

manhole bottom 18 x 3.14 1.2 2 /4 20.35 20.35 

Total 195.35 M 2 

Say 200.00 M 2 



welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists 

) of size 10cm x 6.50cm spread at about 90cm etc. complete complying with standard 


dispersion trench 1 x 1 12.00 3.00 36.00 M 2 

sides 1 x 1 31.84 0.12 3.82 M 2 

Total 39.82 M 2 

Say 40.00 

8 Reinforecd Cement concrete in 1:2:4[one cement and two sand and four aggregate ] using 40 



cover slab 1 x 1 12.46 3.46 0.12 5.17 M 3 

Total 5.17 

Say 6.00 

9 Supplying, fabricating and placing in position of Steel Reinforcement using Mild steel or Ribbed 

tor steel rods, for all RCC works as per the design given by the departmental officers including 

cost of steel and binding wire and all labour charges for cutting, bending, tying and placing in 

position etc, complete as per SS. 

600.00 kg 

10 Supply and fixing of water supply materials with ISI specification 

a)8" dia PVC pipe 6Ksc 530.00 M 

b)110mm dia PVC pipe 6Ksc 1 x 100 4+16/2 1000.00 M 

11 Lowering PVC rigid pipes and specials to trench and laying to prober grade and aligement 

jointing with PVC couplers with cement paste and testing to the required freshure including 

conveyance of the water for filling during testing etc.,complete. 

a)8" PVC pipe 530.00 M 

b)110mm dia PVC pipe 

Refilling the excavated earth in foundation after 

1000.00 M 

laying the PVC pipes as directed by the 

1000.00 

12 departmental officers 

13 Provision for house service connection 1 x 60 60.00 

14 TNCWWD 0.3% L.S 




M 2

- 189 - 

Specification report to accompany the estimate for the work of providing 

underground drainage system at Kamarajapuram - North 


1. Name of work : Underground drainage system at 

Kamarajapuram – North 



4. Classification : UGD 

5 Necessity : 

6. Proposal : Providing underground drainage system 

7 Provisions made are for 2200 meter length and 200 house service connection 

45. Earth work for main line laying, house service connection and 

dispersion drench 

46. CC in 1:5:10 using for 40mm metal 

47. Brick work in CM 1:5 


49. Supply and fixing of CI manhole cover (heavy duty) 


51. Supplying and erecting of steel centering 

52. RCC 1:2:4 using 40 mm metal 

53. Supplying fabricating of steel 

54. Supply and fixing of water supply materials 

c. 8” dia PVC pipe 6Ksc 

d. 110 mm dia PVC pipe 6Ksc 

55. Main line laying for labour charges 

56. Provision for individual connection 


estimate. 








Sl. 

No 

- 190 - 



Name of the Work : Providing under ground drainage system at Kamarajapuram North side 



1 Earth work excavation anddeposting on bank 

with intial lead of 10 m and lift of 2 m in narrow 

trenches for laying of pipes for water supply 

andseweranf eork in the following type of soils 

as directed by Departmentals officers. Hard stiff 

clay, stiff black 

2 Cement concrete in 1:5:10[one sulphate 

reslstant ement and five sand and ten 

aggregate ] using 40 mm size ISS grade 


mixinglaying curing etc., complete complying 

with standard specification.(sulphate resistant 

cement should be used.) 

3 Brick work in cement morter1:5(one S.R. 

cement and five sand) using country bricks of 

size 8 3/4" x 4 1/4"x 2 3/4" the rate including 

cost, conveyance of all materials and labour 









5 Supply and fixing of CI manhole cover (heavy 

duty) as per standard specification 













x 3mm for boarding laid over( 

8 Reinforecd Cement concrete in 1:2:4[oneS.R. 

cement and two sand and four aggregate ] 

using 40 mm size ISS grade machine crushed 

chips including the cost of mixinglaying curing 

etc., complete complying with standard 







labour charges for cu 

4945.00 M 3 72.00 1 M 3 356040.00 

65.00 1830.60 1 M 3 118989.00 

134.00 2054.30 1 M 3 275276.20 

910.00 70.20 1 M 3 63882.00 

80.00 No 3000.00 1 No 240000.00 

270.00 M 2 130.30 1 M 2 35181.00 

82.00 251.56 1 M 2 20627.92 

13.00 3360.40 1 M 3 43685.20 

1300.00 kg 50.90 kg 66170.00 



10 Supply and delivery of following salt glazed 

stoneware pipe as per 651 – 1992 of 0.60 m 

length 

- 191 - 

a) 200mm sw pipe 2200.00 m 221.87 1M 488114.00 

b)100mm sw pipe 3150.00 m 78.00 1M 245700.00 

11 Laying and jointing withS.R. cement mortor sw 

pipe and specials in dry contition and testing 

with water. The rate including cost of cement, 

sand and spun yarn and all labour charges. 

etc.. complete.(sulphate resistant cement 

0.00 

should be used.) 

a) 200 mm sw pipe 2200.00 m 101.37 1M 223014.00 

b)100 mm sw pipe 3150.00 m 60.63 1M 190984.50 


layingthe Sw pipes as directed by the 

3000.00 M3 10.10 1 M 3 30300.00 


13 TNCWWD 7500.00 

14 P.S Charges for unforeseen items of work 64536.18 

15 TOTAL 2470000.00 



0.00 

2360888.92

- 192 - 



Name of the Work : Providing under ground drainage system at Kamarajapuram North side 

Sl. 

No 




L B D 

Contents 


directed by the departmental officers except hard rock inclusive of shoring strutting 

and balling out water wherever necessary and refilling the sides of foundation 

for main line 1 X 1 2200.00 0.90 1.35 2673.00 

House service connection 1 X 225 14.00 0.50 1.00 910.00 

man hole 1 x 80 3.14 1.80 101.74 

Dispersion trench 1 x 1 16.00 6.00 2.50 130.00 

Total 4946.16 

Say 4945.00 M3 

2 Cement concrete in 1:5:10[one cement and five sand and ten aggregate ] using 40 

mm size ISS grade machine crushed chips including the cost of mixinglaying curing 

etc., complete complying with standard specification. 

for main line 1 X 80 3.14 0.20 50.24 

Dispersion trench 1 X 1 16.00 6.00 0.15 14.40 

Total 64.64 

Say 65.00 M3 

3 Brick work in cement morter1:5(one S.R. cement and five sand) using country 

bricks of size 8 3/4" x 4 1/4"x 2 3/4" the rate including cost, conveyance of all materials 

and labour charges etc., complete. 

man hole 80 x 

Dispersion trench 1 x 2 16.68 0.34 1.00 11.34 

1 x 2 5.00 0.34 1.00 3.40 

1 x 2 16.46 1.23 1.50 11.36 

1 x 2 5.00 0.23 1.50 3.45 

Total 134.00 

Say 134.00 M3 

4 Plastering in cement mortar 1:4 mix 12mm thick using clean screened sand 

and including cost of curing for fifteen days from the completion of the work 

and surface should free from undulations and including the cost of preparing 

the surface for plastering etc.complete 

manhole 2 x 

Total 910.00 

Say 910.00 M2 

5 Supply and fixing of CI manhole cover (heavy duty) as per standard 

specification 

80.00 

6 Plastering in S.R.cement mortar 1:4 mix 20mm thick using clean screened 

sand and including cost of curing for fifteen days from the completion of the 

work and surface should free from undulations and including the cost of 

preparing the surface for plasterin(sulphate resistant cement should be used.) 

distrench base 1 x 

sides 1 x 1 40 2.5 100.00 

manhole pottom 1 x 80 3.14 0.36 90.43 

Total 270.00 

Say 270.00 



7 

- 193 - 

Supplying and erecting centering to sides and soffits including supports and 

strutting for drainage sides and culvert body wall sides using 90cm x 60cm 

and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 

3mm for boarding laid over( 

for main line 1 X 1 15.00 5.00 75.00 M2 

Culvert 1 X 1 41.84 0.15 6.28 M2 


Say 82.00 M2 

8 Reinforecd Cement concrete in 1:2:4[oneS.R. cement and two sand and four 

aggregate ] using 40 mm size ISS grade machine crushed chips including the 

cost of mixinglaying curing etc., complete complying with standard 


coverslap 1 X 1 15.46 5.46 0.15 12.66 M3 


Say 13.00 M3 

9 Supplying, fabricating and placing in position of Steel Reinforcement using Mild steel or 

Ribbed tor steel rods, for all RCC works as per the design given by the departmental 

officers including cost of steel and binding wire and all labour charges for cu 

1 x 1 13.00 100.00 1300.00 M2 

Total 1300.00 M2 

Say 1300.00 M2 

10 Supply and delivery of following salt glazed stoneware pipe as per 651 – 1992 of 0.60 

m length 

a) 200mm sw pipe 1 x 1 2200.00 2200.00 M 

b)100mm sw pipe 1 x 225 14.00 3150.00 

11 Laying and jointing withS.R. cement mortor sw pipe and specials in dry contition and 

testing with water. The rate including cost of cement, sand and spun yarn and all 

labour charges. etc.. complete.(sulphate resistant cement should be used.) 

a) 200 mm sw pipe 1 X 1 2200.00 2200.00 M2 

b)100 mm sw pipe 1 X 225 14.00 3150.00 M2 

12 Refilling the excavated earth in foundation after layingthe Sw pipes as directed 

by the departmental officers 

Total 3000.00 Qtl 

Say 3000.00 Qtl 





- 194 - 

Specification report to accompany the estimate for the work of construction of 

compound wall at Kamarajapuram - Odai 


1. Name of work : Construction of compound wall at 

Kamarajapuram - Odai 



4. Classification : Compound wall 

5 Necessity : To product the public 

6. Proposal : Providing compound wall at odai 


1. Brick work in cement mortar 1:5 

2. Plastering cement mortar 1:5 mix 12mm thick 


estimate. 



2009 of PWD 





Sl. 

No 

- 195 - 



Name of the Work : Construction of compound wall at kamarajapuram Odai street 



1 

Brick work in cement morter1:5(one cement and five 

sand) using country bricks of size 8 3/4" x 4 1/4"x 2 

3/4" the rate including cost, conveyance of all materials 

and labour charges etc., complete. 

55.00 M 3 1995.45 1M 3 109749.75 

2 

Plastering in cement mortar 1:5 mix 12mm thick using 

clean screened sand and including cost of curing for 

fifteen days from the completion of the work and 

surface should free from undulations and including the 

cost of preparing the surface for plastering and 

protecting for plastering for plastering and protecting 

from other damages till setting of mortar etc.complete 


510.00 M 2 

60.20 1M 2 30702.00 

3 

Colour Washing well burnt shell lime blue gum 

including cost of materials and labour charges etc . 


510.00 M 2 

9.80 1M 2 4998.00 

4 TNCWWD 0.3% 450.00 

5 P.S Carges for unforeseen item of work L.S - L.S 4100.25 

(Rupees One Lakhs and fifty thousand Only) Total 150000.00 



- 196 - 



Name of the Work : Construction of compound wall at kamarajapuram Odai street 


Sl.No Description of Work No 

1 



L B D 

Brick work in cement morter1:5(one cement and five sand) using country bricks of size 

8 3/4" x 4 1/4"x 2 3/4" the rate including cost, conveyance of all materials and labour 


1 x 1 150.00 0.23 1.50 51.75 

1 x 50 0.34 0.11 1.50 2.81 

Total 54.56 

Say 55.00 M 3 


including cost of curing for fifteen days from the completion of the work and surface 

should free from undulations and including the cost of preparing the surface for 

plastering and protecting for plastering for plastering and protecting from other 

damages till setting of mortar etc.complete complying with standard specification-- 

10m2 

1 x 2 150.00 1.50 450.00 

2 x 50 0.11 1.50 16.50 

top 1 x 1 150.00 0.23 34.50 

Total 501.00 M 2 

Say 510.00 M 2 

Colour Washing well burnt shell lime blue gum 

including cost of materials and labour charges 

etc . complete as per standard specification 

as per item 2 510.00 M 2 





- 197 - 


STANDARD DATA 2008 - 2009 



33883.19 

- 198 - 


Rate Of Works For the year 2008-2009 

For Road Works 

Si.No Description Of Works Rate Per 

1 Total rate of WBM for 1 cum 740.09 1M 3 

2 Rate of WBM Grade 2 per Cum 923.72 1M 3 

3 Rate of WBM Grade III per Cum 1138.89 1M 3 

4 Rate per 1m3 for B M over BT 50mm thick 4989.90 1M 3 

5 Rate per 1m3 for B M over WBM 50mm thick 5188.23 1M 3 

6 Rate per 1m3 for B.M.Using Vibratory Roller 50mm thick 5211.43 1M 2 

7 Dense Bitumenous Mecadam using 75mm thick for1 cum 5048.34 1M 3 

8 Bitumenous Concrete using 25mm thick Rate per Sqm 151.73 1M 2 

9 Bitumenous Concrete for 50mm thick Rate per Sqm 297.61 1M 2 

10 Pc with Seal coat Type 'A' over WBM.Including Tack Coat 191.86 1M 2 

11 Premix carpet with Seal coat Type : 'A' over BT 160.17 1M 2 

12 Semi Dence Betumenous concrete using 25mm thick 145.40 1M 2 

13 Tack coat over WBM suface 42.85 1M 2 

14 Tack coat over B.T suface 20.77 1M 2 

15 Well Gravel 100.25 1M 3 

Providing Advance Patch work 45mm IRC metal 1827.2 1M 3 

Providing Advance Patch work 13.2mm IRC metal 1974.2 1M 3 



- 199 - 

TA FOR SCHEDULE OF RATES FOR THE YEAR 2008-2009 

Dharapuram\ Municipality 

DATA FOR SCHEDULE OF RATES FOR THE YEAR 2008-2009 

QUAN 

TITY DESCRIPTION RATE PER AMOUNT 

SUB DATA: 

1.CEMENT MORTAR-1:2 MIX-1M3 

720 KG CEMENT 

1 m 3 SAND FOR MORTAR 

4,400.00 1MT 

397.50 m 3 

1 m 3 MIXING MORTAR 29.70 m 3 

480 KG CEMENT 

TOTAL FOR 1M3 



4,400.00 1MT 

397.50 m 3 


360 KG CEMENT 

TOTAL FOR 1M3 



4,400.00 1MT 

397.50 m 3 


288 KG CEMENT 

TOTAL FOR 1M3 



4,400.00 1MT 

397.50 m 3 


240 KG CEMENT 

TOTAL FOR 1M3 



4,400.00 1MT 

397.50 m 3 


960 KG CEMENT 

TOTAL FOR 1M3 

6.CEMENT MORTAR-1:1.5 MIX-1M3 


4,400.00 1MT 

397.50 m 3 


TOTAL FOR 1M3 




3,168.00 

397.50 

29.70 

3,595.20 

2,112.00 

397.50 

29.70 

2,539.20 

1,584.00 

397.50 

29.70 

2,011.20 

1,267.20 

397.50 

29.70 

1,694.40 

1,056.00 

397.50 

29.70 

1,483.20 

4,224.00 

397.50 

29.70 

4,651.20

180 KG CEMENT 


- 200 - 

4,400.00 1MT 

397.50 m 3 


TOTAL FOR 1M3 

MAIN DATA 

1. Earth work excavation for foundation depositing on 

bank with in initial lead of 10 M and initial lift of 2M in 

hard stuff clay, ftrff black coton soils, hard red earth, 

shales, murram, grave, stoney earth for Road work box 

cutting including etc., completed 

1 m 3 (S.S.No : 20B item No.50 page No. 28) 

Total 

2 Earth work excavation for foundation depositing on 



shales, murram, grave, stoney earth for earth work 

including etc., completed 

1 m 3 (S.S.No : 20B item No.62 page No.29) 

1 m 3 Add 100% 




shales, murram, grave, stoney earth for Drain earth 

work 1.20 including etc., completed 



Add 50% 




shales, murram, grave, stoney earth for Drain earth 

work A1.20 including etc., completed 



Rate for 1M 3 Rs19.25 

Total 


Total 


192.50 m 3 

287.50 m 3 

287.50 m 3 

192.50 m 3 

287.50 m 3 

175.00 m 3 

260.00 m 3 



792.00 

397.50 

29.70 

1,219.20 

192.50 

287.50 

287.50 

575.00 

192.50 

287.50 

240.00 

120.00 

360.00 

175.00 

260.00 

217.50

Add 25% 

- 201 - 

Total 


3. Dismantling the existing damaged brick masonary or 

stone masonary in cement mortar wall inluding removing 

the debries from the site and stacking usefull material at 

work site for reuse and all labour charges etc., complete 

as per standare specifications. 

1 m 3 66.00 m 3 

1 m 3 


4. Dismantling the existing Reinfroced cement concrete 

and removing the debries from the work site andn all 

labour charges etc., complete as per standare 

specifications. 

Rate for 1M 3 

6. Dismantling the damaged weathering course over roof 

and pressed tiles including romovel of deprices from site 

etc., complete as directed by the dept officers. 

1 m 2 Rate for 1M 3 

1 m 3 

7. Dismantling the existing damaged plain cement 

concrete flooring including removel of deprices from site 

etc., complete as diercted by the dept officers. 

1. Earth work excavation for foundation in all kinds of 

soils and sub soils to full depth as directed by the 

departmental officers except hard rock inclusive of 

shoring strutting and balling out water wherever 

necessary and refilling the sides of foundation with 

excavated earth in layers of 15cm thick well rammed and 

consolidated and depositing the surplus earth with in the 

compound in places shown by the departmental officers 

with initial lead of 10 meters and initial lift of 2 meters 

including cost of all labour charges etc., complete as per 

standard specification 23 & 24 VI (S2) VII.9,10 

10 m 3 1.sand silt or other loose soil ,wet sand not under 

water ,light black cotton soil ,sandy loam or 

10 m 

ordinary soil including excavated earth -ss20-b 

3 2.hard stiff clay ,stiff black cotton soil ,hard red earth 

shale murrams , gravel stony earth ,earth mixed 

with small size boulders and hard gravelly soil-ss20b 

1,721.50 m 3 

Rs1,721.5 

0 

11.00 m 2 

Rs11.00 

113.30 m 3 


192.50 10m3 

287.50 10m3 



54.38 

271.88 

66.00 

1,721.50 

11.00 

113.30 

192.50 

287.50

total cost for 10m3 = (1+2)/2 

main data 

- 202 - 

10 m3 cost of earth work excavation for foundation 

3.33 m3 

add 100% extra for foundation excavation 

cost of refilling the excavated earth in sides 

of foundation 

287.50 10m3 

101.00 10m3 

total cost for 10m3 

608.70 

Earth Work For Drain Work 36.00 

Earth work for foundation For Buildings 60.86 

Foundation Rate per one m3 with out refilling 57.50 

rate for open exacavation For open in bund, Ret Wall 28.75 

rate for open exacavation 28.75 

2. Plain Cement concrete 1 : 4 : 8 (one cement, four sand 

and eight aggregates) using 40mm ISS HBG metal 

including cost and conveyance of all materials and labour 

charges for mixing, laying, compacting and curing etc, 


9 m 3 ISS 40mm size Metal 

617.50 m 3 

4.5 m 3 cement mortar 1:4 mix 2011.20 m 3 

1.8 NO mason II class 

17.7 NO mazdoor-category I 

14.1 NO mazdoor-category II 

TOTAL FOR 10M3 1,830.60 


and eight aggregates) using 20mm ISS HBG metal 




9 m 3 ISS 20mm size Metal 

4.5 m 3 cement mortar 1:4 mix 




TOTAL FOR 10M3 2,028.60 

162.00 Each 

112.00 Each 

101.00 Each 

837.50 m 3 

2,011.20 m 3 

162.00 Each 

112.00 Each 

101.00 Each 



480.00 

287.50 

287.50 

33.63 

608.63 

5,557.50 

9,050.40 

291.60 

1,982.40 

1,424.10 

18,306.00 

18,306.00 

7,537.50 

9,050.40 

291.60 

1,982.40 

1,424.10 

20,286.00 

20,286.00

- 203 - 


and eight aggregates) using 20mm and 40mm of 1/3 Part 

and 2/3 Part respectively ISS HBG metal including cost 

and conveyance of all materials and labour charges for 

mixing, laying, compacting and curing etc, complete as 

per SS 

3 M 3 ISS 20mm size Metal 


4.5 M 3 cement mortar 1:4 mix 




TOTAL FOR 10 M3 


3. Random rubble masonry in c.m 1: 5 (one cement five 

sand) using best new rough and bond stones including 

simultaneous pointing above ground level with the same 

mortor including curing, cost and conveyance of all 

materials and labour charges etc,complete as per SS. 

10 m 3 Rough stone 

1 m 3 Bond stone 

3.4 m 3 Cement mortar 1:5 mix 

7.1 NO Mason I class 


14.1 NO mazdoor I class 

14.1 NO mazdoor II class 

TOTAL FOR 10M3 

3. Random rubble masonry in c.m 1: 5 (one cement five 

sand) using best old stones including simultaneous 

pointing above ground level with the same mortor 

including curing, cost and conveyance of all materials 

and labour charges etc,complete as per SS. 




837.50 M 3 

617.50 M 3 

2,011.20 M 3 

162.00 Each 

112.00 Each 

101.00 Each 

1,896.60 

319.50 m 3 

417.50 m 3 

1,694.40 m 3 

179.00 Each 

162.00 Each 

112.00 Each 

101.00 Each 

1,536.49 

1,694.40 m 3 

179.00 Each 

162.00 Each 


112.00 Each 

14.1 NO mazdoor II class Each 



2,512.50 

3,705.00 

9,050.40 

291.60 

1,982.40 

1,424.10 

18,966.00 

18,966.00 

3,195.00 

417.50 

5,760.96 

1,270.90 

1,717.20 

1,579.20 

1,424.10 

15,364.86 

15,364.90 

5,760.96 

1,270.90 

1,717.20 

1,579.20

- 204 - 


4. Random rubble masonry in c.m 1: 6 (one cement six 

sand) using best new rough and bond stones including 

simultaneous pointing above ground level with the same 

mortor including curing, cost and conveyance of all 

materials and labour charges etc,complete as per SS. 

10 m 3 Rough stone 

1 m 3 Bond stone 







5. Plain Cement concrete 1 : 2 : 4 (one cement, two 

sand and four aggregates) using 20mm ISS HBG metal 




9 m 3 Broken stone 20mm sizeISS 





LS 


6. Reinforced cement concrete 1:2:4 (one cement two 


including cost of all materials and labour charges for 

mixing, laying, finishing and curing etc complete but 

excluding cost of steel & Centering charges etc., 


9 m 3 Broken stone 20mm size 

4.5 m 3 sand for mortar 

101.00 1,424.10 

1,175.24 

319.50 m 3 

417.50 m 3 

1,483.20 m 3 

179.00 Each 

162.00 Each 

112.00 Each 

101.00 Each 

1,464.70 

837.50 m 3 

3,595.20 m 3 

162.00 Each 

112.00 Each 

101.00 Each 

2,741.40 

837.50 m 3 

397.50 m 3 



11,752.36 

11,752.40 

3,195.00 

417.50 

5,042.88 

1,270.90 

1,717.20 

1,579.20 

1,424.10 

14,646.78 

14,647.00 

7,537.50 

16,178.40 

291.60 

1,982.40 

1,424.10 

27,414.00 

27,414.00 

7,537.50 

1,788.75

3231 KG Cement 




LS 

- 205 - 


Porous concrete in CC 1:4 (one cement four hard 

broken granite jelly of size 20mm) for steining of 

infiltration well excluding cost of centering but incluidng 

curing etc., complete and as directed by the departmental 

officers 

9 m 3 Broken stone 20mm size 





LS 


7 .Supply and erecting centering for the sides and soffits 

of R.C.C. works using country wood planks of 40 mm 

thick and strutting up to 3.0m height with 10 to 13cm 

diameter casuarina props and cross bracing at 75cm 

center to center etc., complete complying with standard 


0.4 m 3 Country wood boarding 40mm thigh 

0.12 m 3 country wood joists [10 cm x6.50 cm size 

4,400.00 1mt 

162.00 Each 

112.00 Each 

101.00 Each 

3,005.00 

837.50 m 3 

4,400.00 1mt 

162.00 Each 

112.00 Each 

101.00 Each 

2,826.10 

26,097.90 m 3 

22,687.90 m 3 

98.5 RM Csuarina prob. 10 to 13 cm dia @75cmc/c 17.00 1Rm 

COST OF MATERIALS FOR FIVE OPERATION 

COST OF MATERIALS FOR ONE OPERATION 1oper 

3.8 NO Carpenter I class 

176.00 Each 


112.00 Each 

21.5 NO Wedges 2.00 Each 



14,216.40 

567.00 

2,374.40 

3,565.30 

30,049.35 

30,050.00 

7,537.50 

14,216.40 

567.00 

2,374.40 

3,565.30 

28,260.60 

28,261.00 

10,439.16 

2,722.55 

1,674.50 

14,836.21 

5.00 

2,967.24 

668.80 

604.80

- 206 - 

LS nails , coir ,etc. LS 

total for 10 m2 

428.93 

Rate for 1m2 for drain R.wall=1m 2 

8. Supplying and Erecting Steel Centering for sides and 

soffits including supports and strutting upto 3.29 m 

height for plane surfaces such as RCC Slabs, 

Rectangular Beams, TEE or ELL Beams, Lintels, Bed 

blocks, Staircase waist and Landing slabs, Landing 

Beams, canopy etc., with all cross brasings using mild 

steel sheets of size 90cmx60cm and 10 gauge stiffened 

with welded MS angles of size 25mmx25mmx3mm for 

boarding laid over silver oak (CW) joists of size 

10cmx6.5 cm spaced at about 90cm c/c and supported 

by causrina props of 10cm to 13cm dia spaced at 75cm 

c/c etc., complete complying with standard specification 

and as Directed . 

Sub data:cost of sheet and angles 

mild steel sheet 90cm x 60cm 10gauage weight =( 3.175 

x 78.50 x 0.54) / 10 = 13.46kg 

mild steel angles 25 x25 x 3mm weight = 3.60 x 1.10 = 

3.96kg or 4.00 kg 

3,948.94 

13.46 kg ms sheet cost 42.00 MT 

4 kg ms angles 

Labour charges for manufacturing steel including cutting 

42.00 MT 

17.46 kG bending and 10.00 kg 

cost one sheet of size 90cm x 60cm 

cost of 19 nos sheet @ 

assuming 40 uses 

STRUTTING 

0.12 M3 country wood joists [10 cm x6.50 cm size 

907.92 per sheet 

431.26 

per one 

operation 

10,347.90 m3 

98.5 rm casurina props 17.00 rm 

cost of five operation 

Rate of one operatioon 

Main data :- 

1 use MS sheets 

1 use strutting charges 


5.4 no mazdoor-category I 

1 NO Fitter II class 

583.25 

431.26 use 

583.25 use 

176.00 Each 

112.00 Each 

146.00 Each 



43.00 

5.41 

4,289.25 

4,289.30 

565.32 

168.00 

174.60 

907.92 

17,250.48 

1,241.75 

1,674.50 

2,916.25 

431.26 

583.25 

668.80 

604.80 

146.00

LS 

- 207 - 

add for country wood planks wedges and nails and 

wedges coils . LS 

LS periadical cleaning painting of ms angles and sheets LS 

Total for 1 m2 

9. Supplying and erecting centering to sides and soffits 

including supports and strutting for drainage sides and 

culvert body wall sides using 90cm x 60cm and B.G 

10stifened with welded mild steel angles of size 25mm x 

25mm x 3mm for boarding laid over( silver oak joists ) of 



Sub data:cost of sheet and angles 

mild steel sheet 90cm x 60cm 10gauage weight =( 3.175 

x 78.50 x 0.54) / 10 = 13.46kg 

mild steel angles 25 x25 x 3mm weight = 3.60 x 1.10 = 

3.96kg or 4.00 kg 

251.56 

13.46 kg ms sheet cost 42.00 MT 

4 kg ms angles 

Labour charges for manufacturing steel including cutting 

42.00 MT 

LS bending and 

welding and painting priming coat L.S 

cost one sheet of size 90cm x 60cm 

cost of 19 nos sheet @ 

assuming 40 uses 

STRUTTING 

0.12 M3 silver oak joists [10 cm x6.50 cm size 

cost of five operation 

Rate of one operatioon 

Main data :- 

1 use MS sheets 

1 use strutting charges 


5.1 no mazdoor-category I 

758.20 

360.15 

per 

sheet 

per one 

operation 

10,347.90 m3 

248.35 

360.15 use 

248.35 use 

176.00 Each 

112.00 Each 

1 NO Fitter II class 

add for country wood planks wedges and nails and 

146.00 Each 

LS wedges coils . 

country wood planks wedges and nails and periadical 

LS 

LS cleaning painting etc LS 


202.34 



30.00 

51.51 

2,515.62 

565.32 

168.00 

24.88 

758.20 

14,405.80 

1,241.75 

1,241.75 

360.15 

248.35 

616.00 

571.20 

146.00 

30.00 

51.72 

2,023.41

- 208 - 

10. Supplying, fabricating and placing in position of Steel 

Reinforcement using Mild steel or Ribbed tor steel rods, 

for all RCC works as per the design given by the 

departmental officers including cost of steel and binding 

wire and all labour charges for cutting, bending, tying and 


1 Qtl Steel Above 16mm dia RTS 

45,000.00 1MT 

0.01 Qtl Binding wire 40.00 1MT 

3.5 NO Fitter I class 

Rate for above 16mm RTS Rod 1quintal 

10a. Supplying, fabricating and placing in position of 

Steel Reinforcement using Mild steel or Ribbed tor steel 

rods, for all RCC works as per the design given by the 

departmental officers including cost of steel and binding 

wire and all labour charges for cutting, bending, tying and 


1 Qtl Steel upto 16mm dia RTS 

157.00 Each 

5,090.00 

45,000.00 1MT 

0.01 Qtl Binding wire 40.00 1MT 

3.5 NO Fitter I class 

Rate for Upto 16mm RTS Rod 1quintal 

11. Plastering in cement mortar 1:5 mix 20mm thick 

using clean screened sand and including cost of curing 

for fifteen days from the completion of the work and 


cost of preparing the surface for plastering and protecting 

for plastering for plastering and protecting from other 

damages till setting of mortar etc.complete complying 

with standard specification--10m2 


2.2 NO mason I class 



unBiet tin gi chua, vao day coi di 

http://nhatquanglan.xlphp.net/ 

11 m 3 rough stones [including spalls for 



157.00 Each 

5,090.00 

1,694.40 m 3 

179.00 Each 

112.00 Each 

101.00 Each 

114.60 

filling and wedging] - m 3 



4,500.00 

40.00 

549.50 

5,089.50 

5,090.00 

4,500.00 

40.00 

549.50 

5,089.50 

5,090.00 

372.77 

393.80 

56.00 

323.20 

1,145.77 

1,146.00 

-

3.5 NO wodders 



Total for 10 m 3 

- 209 - 

Rate per 1m 3 

13. Brick work In CM 1:5 mix using best country bricks 

of size(83/4" x 4 1/4" x 2 3/4") having 350kg/cm2 

compressive strength and 15% or less water absorbentin 

the period of 24hours immersement and confirming to 

ISI specifications.and using the screened sand and all 

the materials should be approved by the competent 

technical authorities etc complete complying with 


4590 NO country bricks (83/4" x 4 1/4" x 2 3/4") 

2.5 m 3 cement mortar1:5 mix (2cm x 11.50cm x 7cm 

3.5 NO mason Ist class 

10.6 NO mason IInd class 



Rate per 1m 3 = 

Add for superstructure 1m 3 = 

Add for Ist floor per 1 m 3 = 


of size(83/4" x 4 1/4" x 2 3/4") having 350kg/cm2 













116.00 Each 

112.00 Each 

101.00 Each 

231.10 

2,229.80 1000no 

1,694.40 m 3 

179.00 Each 

162.00 Each 

112.00 Each 

101.00 Each 

1,975.10 

1,992.70 

2,027.90 

2,229.80 1000no 

1,483.20 m 3 

179.00 Each 

162.00 Each 

112.00 Each 

101.00 Each 



406.00 

1,187.20 

717.10 

2,310.30 

231.10 

10,234.78 

4,236.00 

626.50 

1,717.20 

795.20 

2,141.20 

19,750.88 

19,751.00 

10,234.78 

3,708.00 

626.50 

1,717.20 

795.20 

2,141.20 

19,222.88

- 210 - 




13. Brick work In CM 13 mix using best country bricks of 

size(83/4" x 4 1/4" x 2 3/4") having 350kg/cm2 
















Brick work In CM 1:5 mix using best country bricks of 

size (83/4" x 4 1/4" x 2 1/4") having 350kg/cm2 







6010 NO country bricks(83/4" x 4 1/4" x 2 1/4") 

2.8 m 3 cement mortar1:5 mix 





1,922.30 

1,939.90 

1,975.10 

2,229.80 1000no 

2,539.20 m 3 

179.00 Each 

162.00 Each 

112.00 Each 

101.00 Each 

2,186.30 

2,203.90 

2,239.10 

1,745.00 1000no 

1,694.40 m 3 

179.00 Each 

162.00 Each 

112.00 Each 

101.00 Each 

19,223.00 

10,234.78 

6,348.00 

626.50 

1,717.20 

795.20 

2,141.20 

21,862.88 

21,863.00 

10,487.45 

4,744.32 

626.50 

1,150.20 

795.20 

1,424.10 

19,227.77 

Rate per 1m 



3 = 

Add for superstructure 1m 

1,922.80 

19,228.00 

3 =

- 211 - 


15. Honeycomp Brick work In CM 1:3 mix using best 

country bricks of size 23cm x 11.50cm x 5cm bricks 

includign all cost and conveyance of site as per standard 

specifications.and using the screened sand and all the 

materials should be approved by the competent technical 

authorities etc complete complying with standard 


650 NO country bricks(23cmx11.50cmx5cm) 

0.4 m 3 cement mortar1:3 mix 





rate per 1m 3 = 

1,940.40 

1,975.60 

2,229.80 1000no 

2,539.20 m 3 

179.00 Each 

162.00 Each 

112.00 Each 

101.00 Each 

382.20 

For Honeycomp Brick for 1m 2 = 42.04 


of size 23cm x 11.50cm x 5cm having 350kg/cm2 







6570 NO country bricks(23cmx11.50cmx5cm) 

3 m 3 cement mortar1:3 mix 





rate per 1m 3 = 

2,229.80 1000no 

2,539.20 m 3 

179.00 Each 

162.00 Each 

112.00 Each 

101.00 Each 

2,626.40 

For partition wall Rs288.90 m 2 



1,449.37 

1,015.68 

393.80 

567.00 

123.20 

272.70 

3,821.75 

3,822.00 

14,649.79 

7,617.60 

626.50 

1,150.20 

795.20 

1,424.10 

26,263.39 

26,264.00

- 212 - 













Total for 10 m 2 Rs60.20 














0.07 M 3 shellime 

1,694.40 m 3 

179.00 Each 

112.00 Each 

101.00 Each 

2,539.20 m 3 

Total for 1 m2 68.60 

17. white washing two coats using best shellime and 

preparing the surface fit for white washing as confirming 

to the IS 6278-1971 --100m2 

1.6 NO mason II nd class 




179.00 Each 

112.00 Each 

101.00 Each 

857.90 m 3 


18 colour washing two coats using best colouring 

pigments--10m2 

162.00 Each 

112.00 Each 

101.00 Each 

10 M 2 cost of white washing 64.80 10m 2 



237.22 

196.90 

56.00 

111.10 

601.22 

602.00 

253.92 

196.90 

123.20 

111.10 

685.12 

686.00 

60.05 

259.20 

56.00 

272.70 

647.95 

648.00

- 213 - 

LS for colouring pigments 50% of above rate LS 




sand and ten aggregate ] using 40 mm size ISS grade 

machine crushed chips including the cost of mixinglaying 

curing etc., complete complying with standard 


9 M 3 Broken stone 40mm size 







20. Cement concrete in 1:3:6 [one cement and three 

sand and six aggregate using 20mm and 40 mm size 

ISS grade machine crushed chips at 1/3 Part and 2/3 

Part respectively including the cost of mixinglaying 



3 M 3 Broken stone20mm size 









sand and six aggregate ] using 40 mm size ISS grade 








617.50 M 3 

1,694.40 M 3 

162.00 Each 

112.00 Each 

101.00 Each 

1,688.10 

837.50 M 3 

617.50 M 3 

2,539.20 M 3 

162.00 Each 

112.00 Each 

101.00 Each 

2,134.20 

617.50 M 3 

2,539.20 M 3 

162.00 Each 

112.00 Each 



64.80 

32.40 

97.19 

98.00 

5,557.50 

7,624.80 

291.60 

1,982.40 

1,424.10 

16,880.40 

16,881.00 

2,512.50 

3,705.00 

11,426.40 

291.60 

1,982.40 

1,424.10 

21,342.00 

21,342.00 

5,557.50 

11,426.40 

291.60 

1,982.40



- 214 - 



sand and six aggregate ] using 20 mm size ISS grade 










101.00 Each 

2,068.20 

TOTAL FOR 1 M3 Rs2,266 

20. Cement concrete in 1:8:16 [one cement and eight 

sand and sixteen aggregate ] using 40 mm size ISS 

grade machine crushed chips including the cost of 









TOTAL FOR 1 M3 Rs2,068 

21 .Reinforced cement concrete in 1:11/2:3[one cement 

and one and half sand and four the aggregate ] using 20 

mm size IRC grade machine crushed chips and 

excludingcost of reinforcement and centering works and 

including the cost of mixing,laying , curing ,and 

etc.,complete complying with standard specification . 


4.5 M 3 sand for mortar 



837.50 M 3 

2,539.20 M 3 

162.00 Each 

112.00 Each 

101.00 Each 

617.50 M 3 

2,539.20 M 3 

162.00 Each 

112.00 Each 

101.00 Each 

837.50 M 3 

397.50 M 3 

4,400.00 1mt 

162.00 Each 


112.00 Each 

35.3 NO mazdoor-category II Each 



1,424.10 

20,682.00 

20,682.00 

7,537.50 

11,426.40 

291.60 

1,982.40 

1,424.10 

22,662.00 

22,662.00 

5,557.50 

11,426.40 

291.60 

1,982.40 

1,424.10 

20,682.00 

20,682.00 

7,537.50 

1,788.75 

18,981.60 

567.00 

2,374.40

LS TOTAL FOR 10 M3 

- 215 - 

TOTAL FOR 1 M3 Upto Basement 

Rate For Superstructure 

Rate For Ist Floor 

21 .Reinforced cement concrete in 1:11/2:3[one cement 

and one and half sand and four the aggregate ] using 

6.7mm size IRC grade machine crushed chips and 

excludingcost of reinforcement and centering works and 

including the cost of mixing,laying , curing ,and 

etc.,complete complying with standard specification . 


4.5 M 3 sand for mortar 





112.00 3,953.60 

3,520.30 

3,546.75 

3,626.00 

417.50 M 3 

397.50 M 3 

4,400.00 1mt 

162.00 Each 

112.00 Each 

112.00 Each 

1 m 3 Vibrator Charges 20.70 1m 3 

LS TOTAL FOR 10 M3 

TOTAL FOR 1 M3 Up to Basement 

Rate For 1m3 above Superstructure 

Rate For Ist Floor 














3,144.40 

3,170.85 

3,250.10 

2,539.20 M 3 


179.00 Each 

112.00 Each 

101.00 Each 



35,202.85 

35,203.00 

3,757.50 

1,788.75 

18,981.60 

567.00 

2,374.40 

3,953.60 

20.70 

31,443.55 

31,444.00 

355.49 

196.90 

56.00 

111.10 

719.49 

720.00

- 216 - 

23. Paintinting two coats for new wood work including 

one coat of priming coat and using the best quality 

wooden primer and best quality synthetic enamel paint 

etc complete complying with standard specification - 

10m2 

PRIMING COAT& PAINTING TWO COATS 

1.44 lit primer best quality 

0.7 no painter I class 

2.55 lit best quality enamel paint 



100.00 lit 

143.00 each 

200.00 lit 
















25. Stucco Plastering in 12mm thick using Blue granite 

chips of below 10mm size plastring with cement moror 

1:5 mix including cost of curing for fifteen days from the 

completion of the work and surface should free from 

undulations and including the cost of preparing the 

surface for plastering and protecting for plastering for 

plastering and protecting from other damages till setting 

of mortar etc.complete complying with standard 


143.00 each 

2,539.20 M 3 

179.00 Each 

112.00 Each 

101.00 Each 

133.20 

10 m 2 Plastring 1:5 12,mm thick 60.20 m 3 

0.15 m 3 Cost of chips 

417.50 m 3 

72 Kg Cement Backs 4.40 Kg 

14.5 Kg Cement for slurry 4.40 Kg 


179.00 Each 


112.00 Each 

1.1 NO mazdoor II class Each 



144.00 

100.10 

510.00 

171.60 

925.70 

926.00 

558.62 

393.80 

56.00 

323.20 

1,331.62 

1,332.00 

602.00 

62.63 

316.80 

63.80 

286.40 

56.00

- 217 - 















101.00 111.10 

149.90 

2,539.20 M 3 















179.00 Each 

112.00 Each 

101.00 Each 

2,011.20 M 3 










0.22 M 3 cement mortar 1:4mix 


179.00 Each 

112.00 Each 

101.00 Each 

2,011.20 M 3 

179.00 Each 



1,498.73 

1,499.00 

355.49 

196.90 

56.00 

111.10 

719.49 

720.00 

281.57 

196.90 

56.00 

111.10 

645.57 

646.00 

442.46 

393.80



- 218 - 



26 Floor finishing with Grano lythic flooring 25 mm 

thick in cement concrete 1 : 2 : 4 ( 1cement ,2sand , 4 

aggregates) mix using 10 to 12 mm size metal, and top 

rubbed smooth, including cost of all materials and 

labour charges for mixing, laying , finishing, watering etc., 

complete. As per SS 

SUB DATA: CC 1:2:4 USING 10-12MM CHIPS 

9 M 3 Broken stone 10mm size and12mm 





Main data 

0.025 m3 CC 1:2:4MIX 

LS Add rubbing the smooth of threading lining if necessary 

Supplying and fixing of RCC precaste slabs in CC 

1:2:4,Mix using 20mm iss HBC metal including moulding 

charges mixing laying and curing but excluding cost for 

steel and fabrications etc., complete.as per standard 


(i) 50mm thick 

Moulding charges and country wood scantling 

1x1x4.00x0.05x0.05= x 0.010m3 (For 10 use) 

C.C.1:2:4,= 1X1X0.05=0.05M3 

0.05 M 3 C.C.1:2:4Mix concrete 

0.01 M 3 Mouling charges 

112.00 Each 

101.00 Each 

121.60 /M2 

482.50 M 3 

3,595.20 M 3 

162.00 Each 

112.00 Each 

101.00 Each 

2,421.90 M3 

2,741.40 M 3 

2,268.79 M 3 

0.05 Fixing charges L.S 

Total 

Total for 1 m2 Rs161.00 

(ii) 75mm thick 


1x1x4.00x0.075x0.05= x 0.075m3 (For 10 use) 

C.C.1:2:4,= 1X1X0.075=0.075M3 


2,741.40 M 3 



56.00 

323.20 

1,215.46 

1,216.00 

4,342.50 

16,178.40 

291.60 

1,982.40 

1,424.10 

24,219.00 

60.55 

10.00 

70.55 

137.07 

22.69 

0.48 

160.24 

161.00 

205.61


- 219 - 

2,268.79 M 3 


Total 


(iii) 100mm thick 


1x1x4.00x0.10x0.05= x 0.01m3 (For 10 use) 

C.C.1:2:4,= 1X1X0.01=0.01M3 



2,741.40 M 3 

2,268.79 M 3 


Total 


(iv) 150mm thick 


1x1x4.00x0.15x0.05= x 0.015m3 (For 10 use) 

C.C.1:2:4,= 1X1X0.015=0.015M3 



2,741.40 M 3 

2,268.79 M 3 


Total 


(v) 200mm thick 


1x1x4.00x0.2x0.05= x 0.02m3 (For 10 use) 

C.C.1:2:4,= 1X1X0.02=0.02M3 



2,741.40 M 3 

2,268.79 M 3 


Total 


Supplying and fixing of RCC post 



34.03 

0.48 

240.12 

241.00 

274.14 

45.38 

0.48 

320.00 

320.00 

411.21 

68.06 

0.48 

479.75 

480.00 

548.28 

90.75 

0.48 

639.51 

640.00

- 220 - 

27 Country wood pillamaruthu or karimaruthu frames 

including wrought and put up for frames of doors 

windows and ventilators and other similar joinery works 

including providing Iron hold fasts and fixing the frame in 

position and dismantling the masonry for fixing the hold 

fasts and redoing the masonry etc . Complete complying 

with standard specification 

country wood scantling up to 4m in length 

consider a size of 0.90m x 2.100m 

vertical post 2nos 0.03 M 3 

horizontal post 1no 0.01 M 3 

main data 

1.0000 

0 M 3 cost of country wood scantling below 4m 

1.0000 

0 M 3 cost of wrought and put up 

0.04 M 3 

22,687.90 M 3 

3,035.00 M 3 

123 NO hold fasts 15.00 Each 

Rate per one m 3 = 

28 Supplying and fixing the following type of fully 

pannelled country wood (pillamaruthu or karimaruthu 

)shutter for doors ,windows and ventilators inclusive of 

cost of furniture fittings wind appliances ,fixing the 

furniture fittings in position to the frame in all floors etc. 

complete complying with standard specifications - 

2.278m2 

0.0202 

4 m 3 country wood scantling up to 4m length 

0.0171 m 3 country wood planks up to 15 cm wide 

and 12mm to 25mm thick planks 

1.8405 m 2 labour for wrought and put up 

LS sundries for fixing the wind appliances 

rate for 2.278m 2 = 

Rate for 1m 2 

29 Supplying and fixing the following type of fully 

pannelled country wood (pillamaruthu or karimaruthu ) 

glazed shutters for doors ,windowsand ventilators 

inclusive of cost of furniture fittings wind appliances 

,fixing the furniture fittings in position to the frame in all 

floors etc. complete complying with standard 

specifications - 0.605m2 

0.0095 m 3 country wood scantling up to 4m length 

0.4163 m 2 cost of 3mm glass 

0.605 m 2 labour charges 

LS sundries for fixing the wind appliances 

27,567.90 

22,687.90 m 3 

26,097.90 m 3 

360.00 m 2 

688.68 

22,687.90 m 3 

330.00 m 2 

335.00 m 2 

rate for 0.605m 



2 = 

22,687.90 

3,035.00 

1,845.00 

27,567.90 

459.20 

446.27 

662.58 

0.75 

1,568.81 

215.54 

137.38 

202.68 

0.66 

556.25

- 221 - 

Rate for 1m 2 

919.42 

Country wood reeper of (50x25mm ) of good quality 46.00 Rm 

30 Dadooing the sides of walls for 1.50m height from 

the flooring with glazed square tiles 15cm x 15cm x 6mm 

of best quality and colourand set in cement mortar 1:2mix 

and pointing with white cement nearly as directed over 

the plastered surface of 3m betweenfinished surface of 

dadooing and the plastered surface of walls-10m2SI NO 

261-A 

450 no Glazed square tiles 15cm x 15cm x 6mm 7.50 each 

0.1 m 3 cement mortar1:2mix 

3,595.20 m 3 

4 kg white cement 18.00 kg 

1.1 no mason I class 

4.1 no mason II class 

2.7 no mazdoor I class 

3.3 no mazdoor II class 

total for 10m2 

rate for 1m2 

31. Paintinting two coats for new Iron work including 

one coat of priming coat and using the best quality Iron 

primer and best quality synthetic enamel paint etc 

complete complying with standard specification - 10m2. 

PRIMING COAT& PAINTING TWO COATS 

1.33 lit primer best quality 




32. Supply and fixing of Indian type water closets of 

58cm size white glazed earthen ware with P or S trap 

and pair of porcelain footrests with sand cushion and 

forming flooring level around the water closets etc 

complete complying with standard specification 

1 no water closet 58cm size including foot rests 

0.5 m 3 cost of filling sand 

0.5 no plumber I class 

179.00 each 

162.00 each 

112.00 each 

101.00 each 

530.33 

100.00 lit 

143.00 each 

200.00 lit 

rate for 1m2 83.10 

143.00 each 

2,000.00 each 

397.50 m 3 

154.00 each 

0.5 no mason I class 

179.00 each 

1 no mazdoor I class each 



46.00 

3,375.00 

359.52 

72.00 

196.90 

664.20 

302.40 

333.30 

5,303.32 

5,304.00 

133.00 

100.10 

440.00 

157.30 

830.40 

831.00 

2,000.00 

198.75 

77.00 

89.50

- 222 - 

Rate for each 

33. .Supplying and laying and jointing 100mm dia 

stoneware pipes with spigot and socket ends in dry 

condition with spunyarn and cement joint including 

necessary earth work excavationto the required depth for 

trenches including shorting and strutting etcand refilling 

the same laying pipe line intrue alignment and gradient 

and giving required water supplytests with necessary 

tools and plants etc. complete complying with standard 

specification.__ 30rm 

30 rm. 100Dia stone ware pipe 

112.00 112.00 

2,477.30 

100.00 Rm. 

LS for earth work excavation LS 

45 kg cement for 50 mortar joints 4.40 kg 

3.63 kg spun yarn or tarred yarn 30.00 kg 

0.04 m 3 river sand 

2 no mason I class 

1 no fitter II class 

5 no mazdoor I class 

2 no mazdoor II class 

Rate per one RM. 

34. Supplying and fixing and jointing galvanized Iron 

pipes to walls with the all the required specials , including 

cutting and threading and including dismantling the 

masonry and rcc works and making good of the 

dismantled portion and with necessary teak wood plugs 

clamps screws white lead spun yarnetc complete 


397.50 m 3 

179.00 each 

157.00 each 

112.00 each 

101.00 each 

153.66 

10 RM. cost of GI pipes 20mm dia 66.00 rm 

0.75 no plumber I class 

0.75 no mazdoor I class 

0.25 no Painter I class 

LS for teak wood plugs spun yarn screws 

154.00 each 

112.00 each 

143.00 each 

white lead etc complete LS 

LS Dismantling and making good of the disman- 

tiled portion LS 

Rate per 1RM 91.53 



2,477.25 

3,000.00 

10.00 

198.00 

108.90 

15.90 

358.00 

157.00 

560.00 

202.00 

4,609.80 

660.00 

115.50 

84.00 

35.75 

10.00 

10.00 

915.25

- 223 - 

35. Damp proof coursein cement mortar 1:3 ( one cement and 

three sand) 12mm thick mixed with water proofing compound 

confirming to 1:3 ( onecement and three sand ) at 2% by the weight of 

cement used etc., complete complying with standard specifications. 

0.14 m 3 Cement mortar 1:3 

1.10 Nos Mason I class 

0.50 Nos Mazdoor I class 

1.10 Nos Mazdoor II class 

2,539.20 m 3 

179.00 Nos 

112.00 Nos 

101.00 Nos 

1.00 Kg Water proofing compound 30.00 Kg 

1.00 m 3 

Rate per one square metre 30.80 

36. Filling the basement with excavated earth ( other 

than sand ) in layers of more than 15 cm thick well 

rammed and watered and consolidated 

completecomplying with standard specifications 

37. Supplying and filling in foundation and basement 

with filling sand in layers of not more than 15 cm thick 

well watered rammed and con-solidated etc., complying 

with standard specifications 

1.00 m 3 Sand for filling 

101.00 10m 3 

397.50 m 3 

1.00 m 3 Filling charges 90.00 10m 3 

Rate per one cubic metre 

38 Finishing the top of the roof slab with one course of 

Machine pressed tiles of size 23cm x 23cm x 2 cm of 

approved quality laid in cementmortar 1:3 ( one cement 

and three sand) 12mm thick mixed with waterproofing 

compound 2 % by the weight of cement used and the top 

pointed with red oxide etc., complete complying with 

standardspecification - 10m2 

SUB DATA :-_ 

Pointing with cement mortar 1:3 ( one cement and three 

sand) mixed with water proofing compound etc., 

complete complying withstandard specifications - 10m2 


2.20 No Mason II class 

0.50 No Mazdoor I class 

1.10 No Mazdoor II class 

2,539.20 m 3 

179.00 No 

112.00 No 

101.00 No 

0.38 Kg water proofing compound 30.00 Kg 

L.s Red oxide L.s 

MAIN DATA :- 

189.00 No Pressed Tiles 23 cm x 23 cm x 2 cm 3.43 1000No 



355.49 

196.90 

56.00 

111.10 

30.00 

355.49 

308.00 

10.10 

397.50 

9.00 

406.50 

101.57 

393.80 

56.00 

111.10 

11.52 

1.10 

675.09 

647.61


- 224 - 

2,539.20 m 3 

1.15 Kg water proofing compound 30.00 Kg 

10.00 m 2 Pointing with cement mortar 1:3 

1.10 No Mason I class 

2.10 No Mason II class 


1.10 No Mazdoor II class 

Rate per one square metre 

39 Distembering Two coats using best quality oil 

bound distember and the colour should be get approved 

before applying and etc complete complying with 


675.09 10 m2 

179.00 No 

162.00 No 

112.00 No 

101.00 No 

238.90 

1.34 kg distember 60.00 kg 

0.5 no Painter I class 

0.5 no Mazdoor category I 

0.8 no Mazdoor category II 

1.44 lit Primer Paint 


40 Paintinting two coats for New wood work surface 

using approved quality and colour synthetic enamel paint 

etc complete complying with standard specification - 

10m2 


L.S Brushes Soap, Putty etc. 

2.55 lit Best quality enamel paint 


Rate per one square metre Rs.93.60 

40 Paintinting two coats for old wood work surface using 

best quality synthetic enamel paint etc complete 

complying with standard specification - 10m2 

2.22 lit Best quality enamel paint 


143.00 Each 

112.00 Each 

101.00 Each 

100.00 lit 

143.00 each 

200.00 lit 

143.00 each 

for 10m 2 

200.00 lit 

143.00 each 



304.70 

34.56 

460.00 

196.90 

340.20 

246.40 

111.10 

2,341.47 

2,389.00 

80.40 

71.50 

56.00 

80.80 

288.70 

144.00 

100.10 

10.00 

510.00 

171.60 

935.70 

936.00 

444.00 

171.60

- 225 - 

Rate per one square metre Rs.61.60 

41 Paintinting one coats for plastered surface using 





1.33 Lit Primer 

for 10m 2 

200.00 lit 


42 Paintinting two coats for New iron work surface 

using best quality synthetic enamel paint etc complete 


Sub Data 

0.7 Nos painter I class 

L.S Brushes Soap, Putty etc. 

Main Data 

10 m2 Priming Coat 



Rate per one square metre Rs84.44 

42 Paintinting two coats for Black Board surface using 



143.00 each 

100.00 Lit 

143.00 each 



Total 

243.10 10m2 

200.00 lit 

143.00 each 

2.22 lit best quality enamel paint 95.00 lit 



42 Paintinting two coats for old iron work surface using 





143.00 each 

200.00 lit 


143.00 each 

615.60 

616.00 

266.00 

100.10 

366.10 

367.00 

133.00 

100.10 

10.00 

243.10 

243.10 

444.00 

157.30 

844.40 

210.90 

171.60 

382.50 

383.00 

378.00 

100.10 

478.10 

479.00

- 226 - 

43 Painting two coats with approved cement paint over 

one priming coat of cement paint over cement plastered 

wall surface and ceiling including cost of one priming 

coat, Cost of all materials, all labour charges, brushes, 

cleaning preparing the surface,scaffolding charges and 

curing charges etc, complete as per SS. 

10.00 Cleaning the plastered surface 1.85 1m2 

1.80 Cement paint 35.00 1kg 

0.25 Painter I class 

0.25 Mazdoor category I 

0.40 Mazdoor category I I 

143.00 1no 

112.00 1no 

101.00 1no 


44 Roofing with best quality AC Sheets (Corrugated) 7 

mm thick gery colour including cost of J bolt , bitumen, 

washers & cutting the sheets to required sizes if found 

necessary during execution extra complete [SI NO 297] 

11.00 M 2 AC Sheets (Corrugated) 7mm thick 

Adjustable Ridges seated ,U/J bolts & Nuts20 nos , 

LS LS Bitumen washers 20 nos etc., 

2.20 Nos Fitter II nd Class 

1.10 Nos Carpentor I class 



18.50 

63.00 

35.75 

28.00 

40.40 

185.65 

125.00 M 2 1375.00 

200.00 LS 200.00 

146.00 Each 321.20 

176.00 Each 193.60 

3.20 Nos mazdoor cateory I 

112.00 Each 358.40 

Total for 10 m 2 2448.20 


46 Roofing with best quality AC Sheets ( Semi- 

Corrugated) [SI NO 298] 7 mm thick gery colour 

including , cost of J bolt ,bitumenwashers & cutting the 

sheets to required sizes if foundnecessary during 

execution extra complete [SI NO 298] 

11.50 M 2 AC Sheets ( Semi-Corrugated) 7mm thick 

LS Adjustable Ridges seated ,U/J bolts & Nuts20 nos , 

Bitumen washers 20 nos etc., 

2.20 Nos Fitter II nd Class 

1.10 Nos Carpentor I class 

244.82 244.82 

125.00 M 2 1437.50 

200.00 200.00 

146.00 Each 321.20 

176.00 Each 193.60 

3.20 Nos mazdoor cateory I 

112.00 Each 358.40 

Total for 10 m 2 2510.70 


47 Removing and Adjusting Mangalore Roofing Tiles 

(Labour only) - 10 M 2 

S.I.292 

0.40 Nos Mason II nd Class 

251.07 251.07 

162.00 Each 64.80

0.50 Nos Mazdoor Category I 

- 227 - 

112.00 Each 56.00 

0.30 Nos Mazdoor Category II 

101.00 Each 30.30 

Total for 10 m 2 86.30 

Rate per one square metre 8.63 8.63 

11.00 Kgs. 

48 Roofing with Galvanised Coruugated Iron Sheet of 

0.8mm thickness - 10 m2 S.I.293 

Galvanised iron corrugated sheets (including 15 cm. 

Lapping) 0.8mm thick 

LS. 80 Nos.of 20mmX6mm G.Ibolts and nuts and limpet 

washers; 20 Nos. of hook bolts and nuts (of size 

required)and washers or screws, if wooden batterns 

1.10 Nos. Fitter I st Class 

2.10 Nos. Fitter II nd Class 

3.20 Nos. Mazdoor Category I 

LS. Sundries including 50mmX6mm iron wind ties, white lead 

etc., 



49 Ceramic tile Floor 450 mm x 450mmx6mm 

Paving the floor with palin/design (desin should be got 

approved by the departmental officers before purchase) 

ceramic tiles (colour and shade as directed) of size 450 

mm x450mm x 6 mm in all floors over a base layer of 

cement mortar 1:3 (one cement and three sand ) 20mm 

thick laid in-situ and pointed with same coloured cement 

etc completecomplying with standard specification 

100.00 

157.00 

146.00 

112.00 

196.82 



M 2 

LS. 

Each 

Each 

Each 

LS. 

1,100.00 

11.00 

172.70 

306.60 

358.40 

1,948.70 

19.49 

1,968.19 

196.82 

10.000 m 2 Ceramic tiles of size 450X450X6 mm 70.00 Sq.Ft 7532.00 

0.210 m 3 Cement Mortar 1:3 2539.20 m 3 533.23 

3.000 Kg White Cement 18.00 Kg 54.00 

50.000 g Colouring Pigment 30.00 L.S 75.32 

1.200 Nos Mason I class 179.00 Each 214.80 

1.000 Nos Mason II class 162.00 Each 162.00 

0.500 Nos Stone Cutter I Class 138.00 Each 69.00 

1.000 Nos Mazdoor I class 112.00 Each 112.00 

1.000 Nos Mazdoor I I class 101.00 Each 101.00 

0.500 Kg Cotton Waste 5.00 Kg 2.50 

Total for 10 m 2 8855.85 


Ceramic tile Floor 380 mm x 380 mm x 6mm

- 228 - 

50 Paving the floor with palin/design (desin should be 

got approved by the departmental officers before 

purchase) ceramic tiles (colour and shade as directed) of 

size 380 mm x 380mm x 6 mm in all floors over a base 

layer of cement mortar 1:3 (one cement and three sand ) 

20mm thick laid in-situ and pointed with same coloured 

cement etc completecomplying with standard 

specification 

10.000 m 

38.1 

2 Ceramic tiles of size 380X380X6 mm 33.75 Sq.Ft 3631.50 


3.000 Kg White Cement 18.00 Kg 54.00 

50.000 g Colouring Pigment 30.00 L.S 36.32 







Total for 10 m 2 4916.35 


51 Honey Comb brick work in CM 1:5 (one cement and 

five sand using first class Stock bricks of size 

83/4"X41/4" X2" cm for 100cft 

1240.0 

0 Nos. country bricks 23cm x 11cm x 5cm 2229.80 1000Nos. 2764.95 


1.00 Nos. Mason I st class 179.00 Each 179.00 

2.00 Nos. Mason IInd class 162.00 Each 324.00 

2.00 Nos. Mazdoor category I 112.00 Each 224.00 

2.00 Nos. Mazdoor category I 101.00 Each 202.00 

Rate for 100 cft 

Rate for one cubic metre 

Weathering Course with Concrete Broken Brick 

(S.I.No.278) & ( P & D) Data 54. Jelly 20mm gauge in 

pure slaked lime (no sand to be added) over roof slab,the 

proportion of brick jelly to lime being '32 to 12.5 well 

beated with wooden beaters for giving required slope 

and thickness as directed by the departmental 

officers.etc., complete.-10 m 3 

1,645.57 



4,659.76 

1,645.57 

12.80 m3 Brick Jelly (20mm gauge) 327.90 m3 4197.12 

5.00 m3 Slaked lime 857.90 m3 4289.50 

1.80 Nos Mason I Class 179.00 Each 322.20 



Total for 10 m3 12215.32 

Rate for 1 m3 

1,221.60 1221.60

- 229 - 

Supplying & fixing of RCC Hume Pipe of Various size 

with suitable coller of 50mm thick including cost of all 

labour charges for conveying laying and joining with 

proper level,direction and gradient with cement joit 

package as directed by the dept officers etc., Complete. 

1.8 Rm Cost of 600mm dia Rcc Hume Pipe of 50mm thick 

1 No Cost of Rcc hume pipe COLLER 


2 Kg Cement 

Rate for 1 Rm 

1,100.00 1.80Rm 

100.00 Each 

112.00 Each 

4,400.00 Per MT 

703.00 

Total 

1,100.00 

100.00 

56.00 

8.80 

1,264.80 

702.67 

50 Paving the floor with palin one side finished (desin 

should be got approved by the departmental officers 

before purchase) cuddapah slab of 20mm thickness in all 

floors over a base layer of cement mortar 1:3 (one 

cement and three sand ) 20mm thick laid in-situ and 

pointed with same coloured cement etc 

completecomplying with standard specification 

38.1 

10.000 m 2 caddapah slab 20mm thicknees one side finished 230.00 m 2 2300.00 








Total for 10 m 2 3494.53 


51 Pre cost hollow block masonry in Cement mortar 1:3 

mix including cost and conveyance of materials to site 

and all laour charges etc., complete. 

151.00 

0 Nos Cost of Hollow block 17.05 m 2 2574.55 

0.210 m 3 cost of C.M 1:3 mix 2539.20 m 3 533.23 



1.000 Nos Mazdoor II calss 101.00 Each 101.00 

Total for 10 m 2 3535.58 


Providing pre-cast fencing post of 1.80m height slab in 

RCC 1:2:4 mix by using 20mm metal including all cost for 

molding curing, finishing and properly fixing inposition, 

level and direction as directed by the departmental 

officers etc., complete for 10Nos. 



- 230 - 

8.10 M 2 Centraing charges 

181.21 M 2 

RTS rod for Fabrication including binting wire and labour 

36.00 Kg charges 36.23 Kg 

0.40 M 3 RCC 1:2:4 mix using 20mm metal 

L.S charges for conveyance 

Rate per Each post 

Supplying and fixing of RCC 1:2:4 mix post using 20mm 

HBG jelly of size 0.15 x 0.15 x 2.10M including cost of 

steel roads (4No. Of 8mm rods for vertial and 15No. Of 

6MS rod as stirupps) etc. , complete. The rate including 

fixing charges etc., complete as directed by 

departemental officers 

Sub data 

2,855.30 M 3 

393.00 

8mm dia rod 1x4 2.1 

6mm dia stirupps 1x15 0.50 

Centering 

1x2 2.10 

Concrete 1x1 2.10 

Main Data 

4.84 Kg Steel Fabrication 36.23 Kg 

0.63 M 2 steel centering 

0.05 M 3 R.C.C.1:2:4 

Paving the floor with one course of scratch proof antiskid 

ceramic tiles of size 300x300x25mm laid in cm 1:3-20mm 

thick etc.,complete 

202.34 M 2 

3,005.00 M 3 

Rate of 

1No. 

or rate 

Rs.202.14 

/- 1M 

108 No ceramic tiles 40.00 E 

0.21 M 3 cement mortor 1:3 

2,479.50 1M 3 

3 Kg colour cement 20.00 kg 

1.2 No mason I Class 

1 No mason II class 

160.00 E 

145.00 E 



1,467.80 

1,304.28 

1,142.12 

15.80 

3,930.00 

0.38 

0.22 

Total 

0.15 

0.15 

175.43 

127.48 

141.99 

444.89 

211.85 

4,320.00 

520.70 

60.00 

192.00 

145.00

1 No mazdoor I class 

- 231 - 

100.00 E 

1 No mazdoor II class 90.00 E 

0.5 No stone cuttor I class 

125.00 E 

0.5 No cotton waste 5.00 1kg 

Dadooring of wall with colour glazd tiles of size 

300x200x6 mm in cm 1:2-10mm thick 

167 No glazed tiles 21.00 E 

0.1 m 2 cement mortor 1:2 

3,511.50 1m 2 

4 kg colour cement 20.00 1kg 

1.10 No mason I class 

4.10 No mason II class 

2.70 No mazdoor I class 

160.00 E 

145.00 E 

100.00 E 

3.30 No mazdoor II class 90.00 E 



100.00 

90.00 

62.50 

2.50 

5,492.70 

3,507.00 

351.15 

80.00 

176.00 

594.50 

270.00 

297.00 

5,275.65

2 

- 232 - 


WATER BOUND MECADAM GRADE : 2 

Providing and laying WBM 75 mm compacted thicknesss with Grade (2) metal 

using 1.00 cum of 63-45 mm IRC size HBG metal with 0.24 cum of gravel for 

blindage per 10 SQM including cost and conveyance of all materials and 

stacking them at the site to departmental guage for premeasurement, labour 

charges for spreading metal and gravel, hand packing to camber, watering with 

all leads for water and compaction by 8 - 10 tonne power roller including hire 

charges and fuel charges for power roller, water sprinkler and all other tools 

and plants employed, barricading etc., complete as per clause 404 of Most 


Hire and Labour charges for WBM Grade II 75 mm 

thick 

Hire charges for Machinary 

A.Power roller 

Hire charges excluding fuel charges / Day 720 

cost of disel per litre 37.41 

Fuel charges / Day= at a rate of 

2.50 litrs disel per hour and a total 

working hours is 8hrs 

748.20 

Total Hire charges / Day(Hire 

charges of roller +fuel charges per 

day) 

1468.20 

Daily outturn : 450 Sq.M of 75 mm thick 

Hire charges of power roller per 10 

M 2 

1468.2 x10/450= 32.6267 32.63 / M3 

Water sprinkler : 

Hire charges excluding fuel charges / Day 1008 /day 

Fuel charges / Day 3.50x 8x 37.41 1047.48 1047.48 /day 

Total Hire charges / Day 2055.48 


Hire charges of water sprinkler per 

10 M 2 

2055.48 x10/450= 45.6773 45.68 / M3 

Total Hire charges for machinary 

for 10 M 2 (or 0.75 cum ) 

Total Hire charges for 

machinary for 1 M 3 

32.6266667 + 45.67733 

104.4053 

Labour charges for spreading 10 Sq.m, 75 mm thick 

Quantity 

1.08x3/16 

Nos 

Item Rate in 

Rs.P 

Unit Amount 

in Rs.P 

Road Mazdoor class - I 127 Each 25.72 

1.08x1/4 Nos Road Mazdoor class - II 114 Each 30.78 

1.08x1/3 Nos Road Mazdoor class - III 114 Each 41.04 

a) Forming edge bunds L.S 1.45 

b) Maintaining berms for traffic barricading, providing danger 

lights 

L.S 1.45 

c) Watering and keeping the surface moist for 15 days L.S 1.45 

78.30 /10m 2 



- 233 - 

d) Rent for tools including baskets sherpining, pick excess L.S 1.45 

e) Sundries such as rope, waterpots L.S 1.51 

Total labour charges for 10 Sq.m For 10 M 2 104.85 

Total labour charges for 10 Sq.m 

Rate / M 3 

Total hire charges for machinary 

and labour charges for 1 M 3 as 

above 

=82.00 /0.75m3 139.8 

104.4053333 + 139.8 = 244.20 

Working out metal rate per CUM for 63 mm - 45 mm metal 

Quantity Item 

0.41 Cum 63mmIRC METAL 



Rate in 

Rs.P 



Unit 

Amount 

in Rs.P 

410.65 1 Cum 168.37 

485.65 1 Cum 189.40 

631.65 1 Cum 126.33 

Total 484.10 

Rate per Cum of 75 mm thick Grade : 2 WBM - 10 M 2 

Quantity Item 

1 Cum Cost of average 63 mm - 45 mm 

aggregates 

0.24 Cum Cost of gravel mix 

10 Sqm i.e. 10 

M x 0.075M = 

0.75 M 3 

Hire charges for machinary and 

labour charges 

Rate in 

Rs.P 

Unit 

Amount 

in Rs.P 

484.1 1 Cum 484.10 

1 Cum 25.5 

106.25 

244.20 1 Cum 183.15 

Total rate of 75 mm thick WBM 

Grade 2 for 10 SQM i.e. For 10 

SQM x 0.075 M thick 

692.75 

Rate of WBM Grade II per Cum 923.67 

Sundries 0.05 

Rate of WBM Grade 2 per 

Cum 

923.72

- 234 - 


Picking the old metalled 

surface up to 5cm to 10cm 

thick and sectioning etc 

complete with standard 

specification. S.I No: Rs2.51 1m2 Rs2.51 

WATER BOUND MECADAM GRADE : III 

2 Providing and laying WBM 75 mm compacted thicknesss with 

Grade (3) metal using 1.00 cum of 53-22.40mm IRC size HBG 

metal with 0.24 cum of gravel for blindage per 10 SQM including 

cost and conveyance of all materials and stacking them at the site 

to departmental guage for premeasurement, labour charges for 

spreading metal and gravel, hand packing to camber, watering with 

all leads for water and compaction by 8 - 10 tonne power roller 

including hire charges and fuel charges for power roller, water 

sprinkler and all other tools and plants employed, barricading etc., 

complete as per clause 404 of Most specification. 

Hire and Labour charges for WBM Grade III 75 mm 

thick 

Hire charges for Machinary 

A.Power roller 

Hire charges excluding fuel charges / 

Day 

cost of disel per litre 37.41 

Fuel charges / Day= at a 

rate of 2.50 litrs disel per 

hour and a total working 

hours is 8hrs 

Total Hire charges / 

Day(Hire charges of roller 

+fuel charges per day) 

Rs720.00 

Rs748.20 

Rs1,468.20 


Hire charges of power 

roller per 10 M 2 

Water sprinkler : 

1468.20 x10/450= 32.63 Rs32.63 / M3 

Hire charges excluding fuel charges / 

Day 

1008.00 /day 

Fuel charges / Day 3.50x 8x 37.41 1047.48 1047.48 /day 

Total Hire charges / Day Rs2,055.48 


Hire charges of water 

sprinkler per 10 M 2 

2055.48 x10/450= 45.68 Rs45.68 / M3 


machinary for 10 M 2 (or 

0.75 cum ) 

32.63 + 45.68 Rs78.30 /10m 2 


machinary for 1 M 3 

Rs104.41 

Labour charges for spreading 10 Sq.m, 75 mm thick 

Quantity 

1.08x3/16 

Nos 

1.08x1/4 

Nos 

1.08x1/3 

Nos 

Item Rate in 

Rs.P 

Unit Amount in 

Rs.P 

Road Mazdoor class - I 127.00 Each Rs25.72 

Road Mazdoor class - II 114.00 Each Rs30.78 

Road Mazdoor class - III 114.00 Each Rs41.04 

a) Forming edge bunds L.S Rs1.45 



- 235 - 

b) Maintaining berms for traffic barricading, providing 

danger lights 

L.S Rs1.45 

c) Watering and keeping the surface moist for 15 days L.S Rs1.45 

d) Rent for tools including baskets sherpining, pick 

excess 

L.S Rs1.45 

e) Sundries such as rope, waterpots L.S Rs1.51 

Total labour charges for 10 

Sq.m 

For 10 M 2 Total labour charges for 10 

Sq.m 

Rs104.85 

Rate / M 3 Total hire charges for 

machinary and labour 

charges for 1 M 

=82.00 /0.75m3 139.80 

3 as above 

104.41 + 139.80 = Rs244.20 

Working out metal rate per CUM for 53 mm - 22.40 mm metal 

Quantity Item Rate in Unit Amount in 

Rs.P 

Rs.P 

0.36 Cum 53mmIRC METAL 485.65 1.00 Cum Rs174.83 

0.35 Cum 45mmIRC METAL 631.65 1.00 Cum Rs221.08 

0.29 Cum 22.40mmIRC METAL 860.65 1.00 Cum Rs249.59 

Total Rs645.50 

Rate per Cum of 75 mm thick Grade :III WBM - 10 M 2 

Quantity Item Rate in Unit Amount in 

Rs.P 

Rs.P 

1 Cum Cost of average 63 mm - 

45 mm aggregates 

645.50 1 Cum Rs645.50 

0.24 Cum Cost of gravel mix 106.25 1 Cum Rs25.50 

10 Sqm i.e. 

10 M x 0.075M 

= 0.75 M 3 

Hire charges for machinary 

and labour charges 

Total rate of 75 mm thick 

WBM Grade III for 10 SQM 

i.e. For 10 SQM x 0.075 M 

thick 

244.20 1 Cum Rs183.15 

Rs854.15 

Rate of WBM Grade III per 

Cum 

Rs1,138.87 

Sundries Rs0.02 

Rate of WBM Grade III 

per Cum 

Rs1,138.89 



4 

- 236 - 


Premix carpet with Seal coat Type : 'A' over Water Bound 

Meccadam surface 

Providing and laying premix carpet with seal coat Type A for 20mm 

thickness OVER WBM SURFACE using 0.18cum of 13.2mm IRC HBC metal 

and 0.09cum of 11.2mm IRC HBC metal with 14.60kg of 80/100bitumen for 

pre-mixing 10sqm of premix carpet over a tack coat of 10kg/ten sqm 80/100 

bitumen, and 0.09cum of 6.7mm IRC HBC metal with 9.80kg of 

80/100bitumen for seal coat Type A per 10sqm including cost and 

conveyance of materials to the work site and stacking them to the 

departmental metric guage for the premeasurement, heating the bitumen in 

bitumen boiler, heating the aggregates and mixing them with bitumen in mini 

hot mix plant for premix carpet only rolling by 80-100KN power roller for 

premix carpet and seal coat seperately including labour charges for 

spreading the mix for premix carpet application of bitumen for seal coat over 

premix carpet, including labour charges for spreading seal coat seperately 

over premix carpet etc. including higher charges and fuel charges for mini 

hot mix plant, bitumen boiler, power roller and all other tools and plant 

employed etc. complete as per clause 509 of MOST Specifications 

1) Applying tack coat over W.B.M. -10 Kgs / 10 M 2 - Hire charges for 

machinary and labour charges as per High ways data 

Labour charges for 500 

M 2 

For preparing the surface 

Quantity Item Rate in 

Rs.P 


Rs.P 

10 Nos Road Mazdoor class - I 127.00 Each 1270.00 

16 Nos Road Mazdoor class - II 114.00 Each 1824.00 

For preparing Tack coat 

4 Nos Road Mazdoor class - II 114.00 Each 456.00 

Total labour for 500 M 2 3550.00 

Labour for 10 M 2 3550.00 x 10) / 500 = Rs.71.00 

Labour charges for 10 M 2 71.00 

Hire charges for bitumen 

sprayer 

107.00 

/10m2 107.00 

Total for 10 M 2 178.00 

2) Premix carpet using Minihot mix plant 20 mm thick hire charges for 

machinary and labour charges as per data of Highway Department 

Premix carpet of 20 mm thick 

Mini Hot mix plant: hire 

charges 

Hire charges excluding fuel charges per 

hour 

1456.00 /day 

182.00 



Fuel charges for running 

plant = 15 lit of diesel 

cost / Hour 

- 237 - 

= 15 x 1 x 34.04 561.15 

For heating the aggregate = 45 lit of furnace oil cost / 

Hour 

1664.55 

Total 2407.70 

Daily outturn of Mini Hot mix plant for premix carpet = 180 

Sq.m. 

Hire charges for 10 M 2 2407.70 x10m2/180 133.76 

Power Roller - 8 - 10 

Tonnes 

Hire charges excluding fuel charges / day of 8 hour 720.00 

disel cost per litre 37.41 

Fuel charges per day = 2.50 lit. of Diesel x 

rate / litre x 8 hours 

748.20 

Total 1468.20 

Daily outurn of Road roller for Premix carpet = 500 M 2 

Hire charges for 10 M 2 of 

premix carpet 

Daily outurn for seal coat = 1000 M 2 

Hire charges for 10 M 2 of 

seal coat 

Bitumen Boiler: 

Hire charges for bitumen 

boiler excluding fuel 

charges / day of 8 hour 

Fuel charges per day = 25 litres of 

kerosene x rate per litre 

1468.20 x10/500 29.36 

1468.20 x10/1000 14.68 

176.00 

25x 35 875.00 

Hire charges including fuel charges per Day 1051.00 

Outturn of bitumen boiler per hour =125 Kgs. 

Bitumen is to be utilised for premix carpet per 10 

Sq.m. 

Daily outturn of Bitumen 

boiler for premix carpet 

per 10 Sq.m. 

Hire charge of bitumen 

boiler for Premix carpet 

per 10 sq.m. per Day 


boiler for per hour 

premixcarpet 

14.6 

0 



Kgs 

=(125 kgs x 10 Sq.m.) / 34.40 kgs 

(14.60kg premixing+10kg tack coat) 

=(hire chargesper day x 10 

Sq.m.) / (8 hours x 50.81Sq.m.) 

25.85 

50.81

- 238 - 

Bitumen is to be utilised for Seal coat per 10 Sq.m. 9.80 

Kgs 

Daily outturn of Bitumen boiler for Seal 

coat per 10 Sq.m. 

Hire charge of bitumen boiler for Seal 

coat per 10 sq.m. 

Total hire charges for 

Machinary per10 Sq.m of 

Premix carpet 

Total hire charges for 

Machinary per 10 Sq.m of 

Seal coat 

10.30 

Labour charges: for 10 M 2 of premix 

carpet 


Rs.P 

=(125 kgs x 10 

Sq.m.) / 9.80 kgs = 

127.55 Sq.m. 

=(hirecharges of 

boiler per day x 10 

Sq.m.) / (8 hours x 

127.55 Sq.m.) 

133.76 29.36 25.85 Rs.188.98 

14.68 10.30 Rs.24.98 


Rs.P 

0.75 Nos Road Mazdoor class - I 127.00 Each 95.25 

Hire charges for Machinary per 10 Sq.m of 

Premix carpet 

188.98 

Labour charges 95.25 

Total hire charges for Machinary and labour charges per 

10 Sq.m of Premix carpet 

Labour charges for 10 M 2 of Seal coat Type 'A' 


Rs.P 

284.23 


Rs.P 

0.25 Nos Road Mazdoor class - I 127.00 Each 31.75 

Hire charges for 

Machinary per 10 

Sq.m of Seal coat 

24.98 


Total hire charges for Machinary and labour charges per 

10 Sq.m of Seal coat 

For Premix carpet wih Seal coat per Sqm over 

WBM 

Rs56.73 



Quantity Item 

- 239 - 

Rate in 

Rs.P 



Unit 

Amount in 

Rs.P 

0.18 Cu 

m 

13.20 mm metal 799.65 1.00 Cum 143.94 

0.09 Cu 

m 

11.20 mm metal 563.65 1.00 Cum 50.73 

0.09 Cu 

m 

6.70 mm metal 434.65 1.00 Cum 39.12 

10.0 Kgs. Cost of bitumen for Tack 33883.19 1000.00 Kgs. 338.83 

0 coat over WBM 

14.6 

0 

Kgs. Cost of bitumen for 

premix carpet 

9.80 Kgs. Cost of bitumen for Seal 

coat Type A 

10.0 

0 

10.0 

0 

10.0 

0 

M 2 Hire charges for bitumen 

sprayer with self heating 

and pumping 

arrangement & labour 

charges -Tack coat 

M 2 Hire for machinaries and 

labour charges for premix 

carpet 

M 2 Hire for machinaries and 

labour charges for Seal 

coat Type 'A' 

33883.19 1000.00 Kgs. 494.69 

33883.19 1000.00 Kgs. 332.06 

178.00 10 M 2 178.00 

284.23 10.00 M 2 284.23 

56.73 10.00 M 2 56.73 

Sundries 0.28 

For 10 SQM 1918.61 

For 1M 2 1918.61 /10 191.86 

Premix carpet with Seal coat Type : 'A' over Water Bound 

Meccadam surface 

Rs191.86

4 

- 240 - 


Premix carpet with Seal coat Type : 'A' over Existing B.T surface 

Providing and laying premix carpet with seal coat Type A for 20mm thickness 

OVER EXISTING BT SURFACE using 0.18cum of 13.2mm IRC HBC metal and 

0.09cum of 11.2mm IRC HBC metal with 14.60kg of 80/100bitumen for pre-mixing 

10sqm of premix carpet over a tack coat of 5kg/ten sqm 80/100 bitumen, and 

0.09cum of 6.7mm IRC HBC metal with 9.80kg of 80/100bitumen for seal coat 

Type A per 10sqm including cost and conveyance of materials to the work site and 

stacking them to the departmental metric guage for the premeasurement, heating 

the bitumen in bitumen boiler, heating the aggregates and mixing them with 

bitumen in mini hot mix plant for premix carpet only rolling by 80-100KN power 

roller for premix carpet and seal coat seperately including labour charges for 

spreading the mix for premix carpet application of bitumen for seal coat over 

premix carpet, including labour charges for spreading seal coat seperately over 

premix carpet etc. including higher charges and fuel charges for mini hot mix plant, 

bitumen boiler, power roller and all other tools and plant employed etc. complete 

as per clause 509 of MOST Specifications 

1) Premix carpet using Minihot mix plant 20 mm thick hire charges for 

machinary and labour charges as per data of Highway Department 

Premix carpet of 20 mm 

thick 

Mini Hot mix hire 1456.00 /day 

plant: 

charges 

Hire charges excluding fuel 

charges per hour 

182.00 

Fuel charges for 

running plant = 

15 lit of diesel 

cost / Hour 

= 15 x 1 x Rate of Disel 561.15 

For heating the aggregate = 45 lit of furnace oil cost / Hour 1664.55 

Total 2407.70 

Daily outturn of Mini Hot mix plant for premix carpet = 180 Sq.m. 


10 M 2 

Power Roller - 8 

- 10 Tonnes 

2407.70 x10m2/180 133.76 

Hire charges excluding fuel charges / day of 8 hour 720.00 

disel cost per litre 37.41 

Fuel charges per day = 2.50 lit. of Diesel x rate / litre x 

8 hours 



748.20 

Total 1468.20 

Daily outurn of Road roller for Premix carpet = 500 M 2 


10 M 2 of premix 

carpet 

1468.20 x10/500 29.36 

Daily outurn for seal coat = 1000 M 2

- 241 - 


10 M 2 of seal 

coat 

1468.20 x10/1000 Rs.14.68 

Bitumen Boiler: 

Hire charges for bitumen boiler excluding fuel charges / day of 8 hour 176.00 

Fuel charges per day = 25 

litres of kerosene x rate per 

litre 

25x 35 875.00 

Hire charges including fuel charges per Day 1051.00 

Outturn of bitumen boiler 

per hour 

=125 Kgs. 

1.05 

1 

1.05 

Bitumen is to be utilised for premix carpet per 10 Sq.m. 24.6 

0 

Kgs 

Daily outturn of Bitumen =(125 kgs x 10 Sq.m.) / 14.6 kgs 

boiler for premix carpet 

per 10 Sq.m. 

17.96 


boiler for Premix carpet 

per 10 sq.m. per Day 


boiler for per hour 

premixcarpet 

=(hire chargesper day x 10 Sq.m.) / (8 hours x 63.78 

Sq.m.) 

Bitumen is to be utilised for Seal coat per 10 Sq.m. 9.80 

Kgs 

Daily outturn of Bitumen 

boiler for Seal coat per 10 

Sq.m. 


boiler for Seal coat per 10 

sq.m. 

Total hire 

charges for 

Machinary per10 

Sq.m of Premix 

carpet 

Total hire 

charges for 

Machinary per 10 

Sq.m of Seal 

coat 

10.25 

Labour charges: for 10 M 2 

of premix carpet 


Rs.P 

=(125 kgs x 10 Sq.m.) / 9.80 kgs = 127.55 

Sq.m. 

=(hirecharges of boiler per day x 10 Sq.m.) 

/ (8 hours x 127.55 Sq.m.) 

133.76 29.36 17.9 

6 



10.25 

Rs.181.0 

8 

14.68 10.25 Rs.24.93 

Unit Amount 

in Rs.P

- 242 - 

0.75 Nos Road Mazdoor 

class - I 

127.00 Each 95.25 

Hire charges for Machinary per 10 Sq.m of Premix 

carpet 

181.08 


Total hire charges for Machinary and labour charges per 10 Sq.m 

of Premix carpet 

Labour charges for 10 M 2 of Seal coat Type 'A' 


Rs.P 

0.25 Nos Road Mazdoor 

class - I 



276.33 

Unit Amount 

in Rs.P 

127.00 Each 31.75 


Machinary per 

10 Sq.m of Seal 

coat 

24.93 


Quantity Item 

0.18 Cu 

m 

0.09 Cu 

m 

0.09 Cu 

m 

14.6 Kgs 

0 . 

9.80 Kgs 

. 

10.0 

0 

10.0 

0 

Total hire charges for Machinary and labour charges per 10 Sq.m 

of Seal coat 

For Premix carpet wih Seal coat per Sqm over WBM 

Rate in 

Rs.P 

Unit 

Rs56.68 

Amount 

in Rs.P 

13.20 mm metal 799.65 1.00 Cum 143.94 

11.20 mm metal 563.65 1.00 Cum 50.73 

6.70 mm metal 434.65 1.00 Cum 39.12 

Cost of bitumen 

for premix carpet 

Cost of bitumen 

for Seal coat 

Type A 

M 2 Hire for 

machinaries and 


for premix carpet 

M 2 Hire for 

machinaries and 


for Seal coat 

Type 'A' 

Sundries 

33883.1 

9 

33883.1 

9 

1000.00 Kgs. 494.69 

1000.00 Kgs. 332.06 

276.33 10.00 M 2 276.33 

56.68 10.00 M 2 56.68 

For 10 SQM 1393.55 

For 1M 2 1393.55 /10 139.35 

Rate for Premix carpet with Seal coat type 'A' per 1 M 2 Rs139.35 

Rate for Premix carpet with Seal coat type 'A' per 1 M 2 Rs139.40 

Tack Coat over bt surface Rs20.77 

Rate for Premix catpet over bt 

surface Per 1 m 2 Rs160.17

- 243 - 


Rate Of Works For the year 2008-2009 

For Cement Work using sulphate resistent cement 

Si.No Description Of Works Rate Per 

1 Earth Work For Drain Work 36.00 per m 3 

Earth work for foundation For Buildings 60.86 per m 3 

2 Earth work excavation SDR 37.30 per m 3 

3 Earth work excavation DMR 65.35 per m 3 

4 Dis existing damaged BW or RR in cement mortar 56.90 per m 3 

5 Dis the existing Reinfroced cement concrete and removing 1,491.00 per m 3 

6 Dis weathering course over roof and pressed tiles 9.40 per m 3 

7 Dis damaged plain cement concrete flooring 98.50 per m 3 

8 Plain Cement concrete 1 : 4 : 8, 40mm metal 1,830.60 per m 3 

9 Plain Cement concrete 1 : 4 : 8 , 20mm metal 2,028.60 per m 3 

Plain Cement concrete 1 : 4 : 8, 20mm and 40mm metal 1,896.60 per m 3 

10 Random rubble masonry in c.m 1: 5 new stones 1,536.49 per m 3 

11 Random rubble masonry in c.m 1: 5 old stones 1,175.24 per m 3 

12 Random rubble masonry in c.m 1: 6 new stones 1,464.70 per m 3 

13 Plain Cement concrete 1 : 2 : 4 20mm metal 2,741.40 per m 3 

14 Reinforced cement concrete 1:2:4 20mm metal 3.360..00 per m 3 

71 Reinforced cement concrete in 1:11/2:3,Using 6mm metal 3,144.40 per m 3 

15 Supply and erecting centering With strutting 

a) With strutting 251.56 per 

b) Without strutting 202.34 per m 2 

16 Supplying, fabricating RTS Rods 5,090.00 per Qtl 

17 11. Plastering in cement mortar 1:5 mix 20mm thick 114.60 per m 2 

18 12 .Rough stone dry packing 231.10 per m 3 

19 

13. A ) Brick work In CM 1:5 mix (83/4" x 4 1/4" x 2 3/4 ") 

a) for Up to Basement 2054.30 per m 3 

b) For Super structure 2074.65 per m 3 

c) For I st Floor 2095.00 per m 3 

B)Brick work In CM 1:5 mix (83/4" x 4 1/4" x 2 1/4") 

a) for Up to Basement 1,922.80 per m 3 

b) For Super structure 1,940.40 per m 3 

c) For I st Floor 1,975.60 per m 3 

C)Brick work In CM 1:6 mix (83/4" x 4 1/4" x 2 34") 




D)Brick work In CM 1:6 mix (83/4" x 4 1/4" x 2 34") 




20 Honeycomp Brick work In CM 1:3 42.04 per m 3 



- 244 - 

21 Brick work In CM 1:3 mix For partition wall 288.90 per m 3 

22 Plastering in cement mortar 1:5 mix 12mm thick 60.20 per m 2 

22a Plastering in cement mortar 1:3 mix 12mm thick 72.00 per m 2 


24 white washing two coats using best shellime 6.48 per m 2 

25 colour washing two coats 9.80 per m 2 

26 Cement concrete in 1:5:10 using 40 mm 1830.60 per m 3 

27 Cement concrete in 1:3:6 using 20mm and 40 mm size 2,134.20 per m 3 

28 Cement concrete in 1:3:6 using 40mm metal 2,068.20 per m 3 

29 Cement concrete in 1:3:6 using 20 2,266.20 per m 3 

30 Cement concrete in 1:8:16 using 40 mm size 2,068.20 per m 3 

31 R c c in 1:11/2:3 using 20 mm 3,520.30 per m 3 


33 Paintinting two coats for new wood work 92.60 per m 2 


35 Stucco Plast in 12mm thick using Blue granite chips 149.90 per m 2 



38 Granolythic flooring 25 mm tk in cement concrete 1:2:4 70.55 per 

39 RCC precaste slabs in CC 1:2:4 per m 2 

(i) 50mm thick 161.00 per m 2 

(ii) 75mm thick 241.00 per m 2 

(iii) 100mm thick 320.00 per m 2 

(iv) 150mm thick 480.00 per m 2 

(v) 200mm thick 640.00 per m 2 

40 Country wood frames wrought and put up 27,567.90 per m 3 

41 Supplying and fixing fully pannelled country wood shutters 688.68 per m 2 

42 S& f of fully pannelled country wood glazed shutters for 919.42 per 

doors ,windows 

m 2 

43 Dadooing walls with glazed square tiles 15cmx15cmx6mm 530.33 per 2 

m 

44 Paintinting two coats for new Iron work 83.10 per m 2 

45 S and f of Indian type water closets of 58cm size white 2,477.30 per 

Each 

46 Supply and fixing of Indian type water closets of 58cm size 950.00 per 

white 

Each 

47 S and laying and jointing 100mm dia stoneware pipes 153.66 per 

Rm 

48 Damp proof coursein cement mortar 1:3 , 12mm thick 30.80 per m 2 

49 Filling the basement with excavated earth 10.10 per m 3 



m 2

- 245 - 

50 Supplying and filling with filling sand 406.50 per m 3 

51 Finishing the top of the roof slab with one course of Machine 238.90 per 

pressed tiles of size 23cm x 23cm x 2 cm 

m 2 

52 Distembering Two coats using best quality oil bound 

28.87 per 

distember 

m 2 

53 Paintinting two coats for old wood work surface using best 

61.60 per 

quality synthetic enamel paint 

m 2 

54 Paintinting one coats for old wood work(or)plastered surface 

36.70 per 

using best quality synthetic enamel paint 

m 2 

55 Painting two coats over new wood work 93.60 per 2 

m 

56 Painting two coats over new Iron work 84.44 per m 2 

57 Paintinting two coats for old iron work surface using best 

quality synthetic enamel pain 

47.90 per 

58 Black Board Paint Two coats 38.30 per 2 

m 

59 Painting two coats with approved cement paint 18.57 per m 2 

60 Roofing with best quality AC Sheets 244.82 per m 2 

61 Roofing with best quality AC Sheets ( Semi-Corrugated) 251.07 per m 2 

62 Removing and Adjusting Mangalore Roofing Tiles 8.63 per m 2 

63 Roofing with Galvanised Coruugated Iron Sheet 196.82 per m 2 

64 Ceramic tile Floor 450 mm x 450mmx6mm 885.59 per m 2 

65 Ceramic tile Floor 380 mm x 380 mm x 6mm 491.63 per m 2 

66 Honey Comb brick work in CM 1:5 1,645.57 per m 3 

67 Weathering Course with Concrete 1,221.60 per m 3 

68 Conveyance of Excavated Exces Earth Removel 0-1km 38.25 per m 3 

69 Silt Under water excluding conveyance 38.25 Per m 3 

70 PVC Pipe of 2.5" 45.75 Per Rm 

71 RCC Hume Pipe 600mm Dia 703.00 per Rm 

72 Hollow Block 1381.09 per m 3 

73 RCC Post of 1.80M height for fencing 393.00 per Each 

74 Porus concrete in C. C. 1: 4 using 20mm metal 2826.10 per m 3 



Ward 

No 

- 246 - 


ABSTRACT OF BENEFICIARIES LIST 

(IHSDP) 


Total No. of 

Beneficiary 

Houses 

1 Kamarajapuram 67 

2 Roman Catholic 47 

3 Thiruppur Road 55 

4 Nehru Nagar 19 

TOTAL 188 Units 

Community Organizer 




Sl. 

No 

Name and 

address of the 

Benificiries 

Ponnathal W/o 

1 

somu 

Murugathal W/o 

2 

Kathasamy 

kaliammal w/o 

3 

Ayyauv 

Murugathal w/o 

4 

Mariappan 

Selvi w/o. 

5 

Murugesan 

Valarmathi w/o 

6 

Dhandapani 

Arulmani w/o. 

7 

Anatharaj 


8 

Chinnappan 

Mageswari w/o. 

9 

Murugesan 

10 Vettaiyammal 

w/o. Palaniappan 

Mageswari w/o. 

11 

Mageswaran 


12 

Baladhandapani 

Mahalakshmi W/o 

13 

Marimuthu 

Kamaladevi w/o 

14 

Pichaimuthu 

No.of 

persons in 

Male 

Female 

Total 

Details of Patta/ 

Doucuments 

- 247 - 

Area Sq.m 

Nature of the 

existing unit 

New (or) up 

gradetion 


IHSDP -SURVEY 

CHAPTER - VIII 

KAMARAJA PURAM 



Occupation 

Yearly Income 

(in Rs.) 

BPL No 

Family card 

EPIC card 

water supply 

Assessment 

No 

EB 

connection) 

3 3 6 Patta 122 Tiled New Coolie 12000 12/G/0412946 No Yes Yes Yes No Yes 34 

2 2 4 Patta 79.5 Tiled New Coolie 11500 12/G/0412794 No Yes Yes Yes No Yes 73 








2 3 5 Patta 132 Tiled New Coolie 14000 12/G0355959 No Yes Yes Yes No Yes 138 





Gas 

Connection 

T.V 

connection 

Toilet Facility 

Others 

willingness 

Benificers 

Survey No

15 

Aasiyammal W/o 

Kadharmaideen 

16 

Noorjahan w/o 

Abdul Jabar 

17 

kaliammal w/o 

Arumugam 

18 

Sri devi w/o 

Ramkumar 

19 

Selvi w/o 

Muthusamy 

20 

Karuppathal w/o 

Raman 

21 

Veeramathi w/o 

Arumugam 

22 

Avathal w/o 

Karupanan 

23 

Mariyathal w/o 

Vivegananthan 

24 

Arathal w/o 

Subramani 

25 Magudeeswari 

w/o Chinnaraman 

26 

Masathal w/o 

Kirshnamoorthy 

Mahalakshmi 

27 w/o.Sownthara 

Rajan 

28 

Megaladevi W/o 

James 

29 

30 

31 

32 

Selvi w/o 

Ramu(A)Thamu 

Saraswathi w/o. 

Easwaran 

Babysalini w/o 

Balasubramaniam 

Kuppathal w/o 

kalluruman(A) 

Puruchothaman 

- 248 - 


1 1 2 Patta 43 Tiled New Coolie 12000 12/W/0044532 No Yes Yes Yes No Yes 60 













2 2 4 Patta 55.5 Tiled New Coolie 11500 TN/21/112 

/0267640 

No Yes Yes Yes No Yes 65 






- 249 - 

33 

Kaliathal w/o. 

Karuppusamy 


34 

kaliyathal w/o 

Masanam 


35 

Periyammal W/o 

Periyasamy 


36 

Selvi W/o. 

Manoharan 


37 

Devi W/o. 

Marimuthu 


38 

Masathal w/o 

Natarajan(door 

no 10 ) 


39 

Perilathal W/o 

Natarayan 


40 

Amirtha lakshmi 

w/o Muniappan 


41 Kavitha w/o Balan 2 2 4 Patta 124.5 Tiled New Coolie 13000 12/G/0800967 No Yes Yes Yes No Yes 171 

42 

Lakshmayee W/o 

Maruthaiappan 


43 

Tamilselvi w/o 

Murugasan 


44 

Pappathi w/o 

Periyasamy 


45 

Logeswari w/o 

Sakthivel 


46 

Saraswathi W/o. 

Thambi 


47 

Parvathi W/o. 

Periyasamy 


48 

vellaiathal w/o 

Muthusamy 


49 

Pappathi w/o 

Ayyadurai 


50 

Mariyayee w/o 

Palanisamy 

1 1 Patta 92.5 Tiled New Coolie 12000 12/G/0413473 No Yes Yes Yes No Yes 26 

51 

Thukkaiammal 

w/o. 

vellaian 




52 

Sopiya w/o abdul 

Raguman 

53 Muthulakshmi 

w/o. Murugan 

54 

Kalaiyarasi W/o 

Raja 

55 

Kerash w/o. 

Gnanaprakasham 

56 Kuranuthunisa 

w/o. Masthan 

57 

Mailathal W/o 

58 

59 

60 

Kariakalan 

Masathal w/o 

Nataraj (door no 

15) 

Palaniammal W/o 

Sakthivel 

Bakkiyalakshmi 

W/o 

Venkatachalam 

61 

Indirani W/o 

Muniappan 

62 Perumalammal 

63 

64 

W/o Palaniappan 

Meri 

chandraboiw/o 

Jajsingh 

Minnalkodi w/o. 

Vijai 

65 

Usha w/o. 

killivalavan 

66 Pitchaiyammal 

67 

w/o. Petchimuthu 

Murugayee w/o. 

Periyasamy 

- 250 - 



















Sl. 

No 

Name and 

address of the 

Benificiries 

No.of 

persons in 

Male 

Female 

Total 


Doucuments 

- 251 - 

Area Sq.m 

Nature of the existing 

unit 


IHSDP -SURVEY 


ROMAN CATHOLIC STREET 



New (or) up gradetion 

Occupation 

Yearly Income (in Rs.) 

1 

Pappal W/o. 

Nachimuthu 

1 1 2 Patta 

77 

Tiled New Coolie 12000 

12/G/0356226 

No Yes Yes Yes No Yes 79/1 

2 

Muniyathal W/o 

Thillaimuthu 

1 2 3 Patta 

55 


12/G/0355652 


3 

Mariyammal W/o 

Mariappan 

1 1 2 Patta 

84.5 


12/G/0355700 


4 Mathinabegam 

W/o. Syed. 

4 1 5 Patta Tiled New Coolie 12000 

12/G/0773176 


5 

Devi w/o. 

Chinnamuniappan 2 2 4 Patta 116. 

5 


12/G/002370 

No Yes Yes Yes No Yes 39/ 

1B 

6 

Thillaiammal W/o 

Dhandapani 

2 1 3 Patta 

48 


12/G/0356139 


7 

Semmakkal W/o 

Nagappan 

4 4 8 Patta 

78 


12/G/0355752 


2E 

8 

Arathal w/o. 

Minnadiyan 

2 2 4 Patta 

90 


12/G/0356160 

No Yes Yes Yes No Yes 

9 Anthoniammal 

W/o Saronraj 

1 1 2 Patta 

902 


TN/21/112/ 

0264699 

No Yes Yes Yes No Yes 12/2D 

10 

Rajaswari w/o. 

Sowdhara Rajan 

2 2 4 Patta 

45 


12/G/0355992 


11 

Kogila w/o. 

Pannirselvam 

1 3 Patta Tiled New Coolie 12000 


12 Selvathai W/o 2 1 4 Patta 250 Tiled New Coolie 12000 12/G/0773168 TN/21/112/ No Yes Yes Yes No Yes 83 

BPL No 

Family card 

EPIC card 

water supply 

Assessment No 

EB connection) 

Gas Connection 

T.V connection 


Others 

willingness Benificers 

condifiction 

Survey No

- 252 - 

Mariappan 0267459 

13 Thurkkeeswari 

w/o. Arumugam 

Patta Tiled New 

12/G/03556270 


14 

Pappathi W/o 

Anthonikorus 

2 1 3 Patta 

85 


12/G/0413532 


15 

Kasthuri W/o 

xaviar 

1 1 2 Patta 

112 


12/G/0413174 


1B 

16 Jabamalaimery 

W/o Semiyonraj 

2 4 6 Patta 

73.5 


12/G/0413529 


B16 

17 

Murugathal W/o 

Ayyadurai 

3 6 9 Patta 

450 


12/G/0356220 


18 

Periyammal W/o 

Balakrishnan 

3 2 5 Patta 

32.5 


12/G/0355701 


19 

Loganayaki w/o. 

ramesh 


12/G/0029640 


20 

Poongothai w/o. 

Pitchimuthu 


12/G/0413162 


21 

Kalavathi W/o 

Myilsamy 

2 2 4 Patta 

77.5 


12/G/0412844 


22 

Katturani W/o 

Santhanadurai 

1 2 3 Patta 

107 


12/G/0842188 


23 

Jayanthi W/o 

Arjunan 

2 2 4 Patta 

47 


12/G/0356260 


2A9 

24 

Natchathal W/o 

Dharmaraj 

2 2 4 Patta 

41 


12/G/0356246 


25 

Chitra w/o. 

Rathinam 

2 3 5 Patta 

44 


12/G/0355694 


26 

Natchathiram W/o 

Nallathambi 

1 1 2 Patta 

43.5 


12/G/0355708 


27 

Masathal W/o 

Natrayan 

3 2 5 Patta 

63 


12/G/0356175 


28 

Saraswathi w/o. 

Santhanam 

Patta Tiled New 

12/G/0356038 


29 

Aathiyammal W/o 

Chenniappan 

3 2 5 Patta 

50 


12/G/0355698 


30 

muniathal w/o 

Thangamurugan 



(late) 

79 

12/G/0355783 

31 Masanam W/o Sri 1 1 2 Patta 67 Tiled New Coolie 12000 12/G/0023723 No Yes Yes Yes No Yes 114 



32 

Ram 

Kuppathal W/o 

Subramaniam 

33 

samsath begam 

w/o. mohmedsabi 

34 

Pappathi W/o 

Gandhiselvam 

35 

Kaliathal W/o 

Maruthamuthu 

36 

Chandra W/o 

Velusamy 

37 

Gandhimathi w/o. 

Dhandapani 

38 Manoranjitham 

W/o Govindaraj 

Sankiammal (A) 

39 chandra W/o 

Thangamuthu 

40 

Natchammal w/o. 

Kuppanan 

41 

Rayanthu W/o 

Chinnappan 

42 

Veerammal w/o. 

Subramani 

43 

Jothilakshmi W/o 

Janakiraman 

44 

Karpagam w/o. 

Rajan 

45 

vijaya w/o. 

Thillaiappan 

46 

Kanniammal W/o 

Murugan 

47 

Fathimamari w/o. 

JoeBakkiam 

3 2 5 Patta 

2 2 4 Patta 

2 3 5 Patta 

3 4 7 Patta 

4 2 6 Patta 

2 2 4 Patta 

2 2 4 Patta 

3 2 5 Patta 

9 Patta 

7 3 10 Patta 

2 3 5 Patta 

2 2 4 Patta 

1 4 5 Patta 

3 2 5 Patta 

2 2 4 Patta 

Patta 

- 253 - 

107 

103 

241 

86.5 

25 

116 

39 

80 

72/2A 

20.5 

76.5 

58.5 

121 

72/1a 











Tiled New 





Tiled New 

12/G/0356115 

12/G/0355706 

12/G/0356114 

12/G/0355954 

12/G/0355780 

12/G/0356173 

12/G/0413059 

12/G/0355979 

12/G/0356243 

12/G/0356130 

12/G/0355889 

12/G/0356248 

12/G/0356121 

12/G/0355696 

12/G/0356140 

12/G/0413529 





2G 






3 








2F 


No Yes Yes Yes No Yes

Sl. 

No 

Name and address of the 

Benificiries 

Male 

No.of 

persons in 

Female 

Total 

- 254 - 


Doucuments 

Area Sq.m 


unit 


IHSDP -SURVEY 


TIRUPPUR ROAD 

New (or) up 

gradetion 



Occupation 

1 Kuppathal W/oSamiappan 2 2 4 Patta 35 Tiled New Coolie 12000 12/G/0356686 No Yes Yes Yes No Yes 350 

2 

Papputhai W/o 

Karuppanan 

3 1 4 Patta 62.5 Tiled New Coolie 12000 

12/P/007295 


3 Peralathal w/o. Chellappan 3 2 5 Patta 23 Tiled New Coolie 12000 12/G/0356158 No Yes Yes Yes No Yes 13/B 

4 Mahalakshmi 

w/o.Murugesan 

1 4 5 Patta 81 Tiled New Coolie 12000 

12/G/0413040 


5 

Periyasamy D/o 

Karuppanan 


12/G/0356000 


6 

jannuthul pirthows w/o. 

sahul hameed 


12/G/0355875 

No Yes Yes Yes No Yes 39/1B 

7 

Kittanammal W/o 

mThirugappan 


12/G/0413516 


8 Murugan S/o. Karuppanan 1 1 6 Patta 74 Tiled New Coolie 12000 12/G/0355678 No Yes Yes Yes No Yes 39/2M 

9 

Aariyabegam W/o 

Santhumohamad 


12/G/0355649 


10 Mani D/o Alagar 1 3 4 Patta 140 Tiled New Coolie 12000 12/G/0355826 No Yes Yes Yes No Yes 237 

11 Aariyamala W/o Mariappan 2 2 4 Patta 58 Tiled New Coolie 12000 12/G/0355944 No Yes Yes Yes No Yes 39/1B 

12 

Semmakkal W/o 

Muniappan 


12/G/0355936 


13 

Maruthathal w/o Chinnu 


12/G/0355973 

No Yes Yes Yes No Yes 38/2A 

13 

14 Semmakkal W/o Mani 3 2 5 Patta 41 Tiled New Coolie 12000 12/G/0356146 No Yes Yes Yes No Yes 299 

Yearly Income (in 

Rs.) 

BPL No 

Family card 

EPIC card 

water supply 

Assessment No 





Others 

willingness 

Benificers 

Survey No

- 255 - 

15 

Renuga W/o 

Maruthamuthu 


12/G/0355776 


16 

Valliyammal W/o 

Palanisamy 


12/G/0355744 


17 

Muthammal W/o 

Arumugam 


12/G/0355804 


18 Kanniathal w/o.Karikallan 3 2 5 Patta 44.5 Tiled New Coolie 12000 12/G/0356042 No Yes Yes Yes No Yes 509 

19 

Rasyabegam w/o. 

Jabarulla 


12/G/0412872 


20 

Saraswathi W/o 

Muniappan 


12/G/0356129 


21 

Naggammal W/o 

Chinnathukkaiyan 


12/G/0768361 


22 

Ayyammal W/o. Mayilsamy 

Patta 41.5 Tiled New Coolie 12000 

12/G/0355879 


A1 

23 Miniyathal w/o. Kuppanan 2 2 4 Patta 77.5 Tiled New Coolie 12000 12/G/0362647 No Yes Yes Yes No Yes 121/1 

24 

Thillaiyammal W/o 

Thillaiappan 


12/G/0355801 


25 

Mariammal W/o 

Chinnasanthanam 


12/G/0355713 


G2 

26 

Mariammal W/o 

Karuppanan 


12/G/0362467 No Yes Yes Yes No Yes 234 

27 

Pappammal w/o. 

Maruthamuthu 


12/G/0355969 


a1 

28 Lakshmi W/o Muniappan 2 1 3 Patta 59.5 Tiled New Coolie 12000 12/G/0355883 No Yes Yes Yes No Yes 200 

29 

Ponnuthai D/o 

Karuppusamy 


12/G/0356093 


30 

Gnambal w/o. Thangarajan 


12/G/0356017 

No Yes Yes Yes No Yes 424, 

425/1 

31 

Sankiliammal W/o. 

Karupanan 


12/G0768365 


32 panjawarnam w/o. paulraj 1 1 2 Patta 20.5 Tiled New Coolie 12000 12/G/0356169 No Yes Yes Yes No Yes 269 

33 

Pappukannu s/o. 

Vethamuthu 


12/H/023143 


34 Malliga W/o Ponnusamy 2 2 4 Patta 99 Tiled New Coolie 12000 12/G/0356198 No Yes Yes Yes No Yes 186 

35 

Kuppathal W/o 

Pitchaimuthu 


12/G/0412877 




- 256 - 

36 Amsaveni W/o Ayyavo 3 3 6 Patta 57 Tiled New Coolie 12000 12/G/0355876 No Yes Yes Yes No Yes 426 

37 

Uthayamalar w/o. 

Ganesan 


12/G/0023739 


38 

Santhanammal W/o 

Santhanam 


12/G/0356108 


39 

Ponmanichandra W/o 

Manivannan 


12/G/0356113 

No Yes Yes Yes No Yes 39/2E 

40 

Edachiyammal W/o 

Muthusamy 


12/G/0355887 


41 Mariammal W/o Murugan 1 1 2 Patta 49.2 Tiled New Coolie 12000 12/G/0356177 No Yes Yes Yes No Yes 280 

42 Rajaswari w/o. Murugesan 1 2 3 Patta 63.5 Tiled New Coolie 12000 12/G/0040906 No Yes Yes Yes No Yes 219 

43 

Palaniammal W/o 

Karuppan 


12/G/0356123 


44 Valliathal w/o. Masanam 4 1 5 Patta 105 Tiled New Coolie 12000 12/G/0412872 No Yes Yes Yes No Yes 384/1 

45 Padma W/o Thirumurugan 5 2 7 Patta 66 Tiled New Coolie 12000 12/G/0355692 No Yes Yes Yes No Yes 424 

46 Kuppathal W/o Vellaiyan 2 3 5 Patta 47 Tiled New Coolie 12000 12/G/0355927 No Yes Yes Yes No Yes 452 

47 

Sagunthala W/o 

Vijayakumar 


12/G/0355992 

No Yes Yes Yes No Yes 39/2E 

48 Miniyathal W/o Chellappan 3 2 5 Patta 43 Tiled New Coolie 12000 12/G/0356157 No Yes Yes Yes No Yes 351/1 

49 

Amsavalli W/o 

Chandrasekar 


12/G/0356035 


50 Kaliyathal W/o Murugan 1 2 3 Patta 120 Tiled New Coolie 12000 12/G/0356219 No Yes Yes Yes No Yes 105 

51 Selvarani W/o Dhannasi 1 2 3 Patta 121 Tiled New Coolie 12000 12/G/0356205 No Yes Yes Yes No Yes 13/2F 

52 Masathal W/o Vincent 3 2 6 Patta 75.5 Tiled New Coolie 12000 12/G/0029699 No Yes Yes Yes No Yes 11/1P 

53 Arrayee w/o. Arumugam 2 3 5 Patta 46 Tiled New Coolie 12000 12/G/0842563 No Yes Yes Yes No Yes 196 

54 

Murugayee W/o 

Palaniappan 


12/G/0356240 


A10 

55 

Lakshmi W/o 

Muniappan(wwo) 

Patta 29 Tiled New Coolie 12000 

12/G/0029714 




Sl. 

No 

Name and address 

of the Benificiries 

1 Sarojini 

W/o.Palanisamy 

2 Arryaee 

W/o.Palanisamy 

3 

Mariammal W/o 

Dhandapani 

Jamunarani 

4 

W/o.Gurusamy 

5 Mahalakshmi 

W/o.Manian 

Valliammal W/o 

6 

Kandasamy 

No.of 

persons in 

Male 

Female 

Total 


Doucuments 

- 257 - 

Area Sq.m 


unit 


IHSDP -SURVEY 


NEHRU NAGAR 



New (or) up gradetion 

Occupation 

Yearly Income (in Rs.) 

BPL No 

2 2 4 Patta 45.5 Tiled New Coolie 12000 12/G/0355511 No Yes Yes Yes No Yes 843/2 

2 2 4 Patta 32.5 Tiled New Coolie 11500 TN/21/112 

/0273779 


2 1 3 Patta 13 Tiled New Coolie 12000 12/G0355422 No Yes Yes Yes No Yes 840/2 

2 2 4 Patta 31 Tiled New Coolie 11500 12/G/0355566 No Yes Yes Yes No Yes 855/1 

3 1 4 Patta 210 Tiled New Coolie 13000 TN/21/112/ 

0273607 



7 

Mariammal W/o 

Velusamy 


8 Latha w/o. Jayaraj 2 2 4 Patta Tiled New Coolie 13000 12/G/0355448 Yes Yes Yes No Yes 

9 

Balmani W/o 2 3 5 Patta 745 Tiled New Coolie 12000 12/G/0355448 No Yes Yes Yes No Yes 906/8 

Suyambu Nadar 

10 

Tamilarasi w/o. 

Krishnan 

11 Seethalakshmi 

W/o Raja 

Family card 

Patta Tiled New Coolie 13000 12/G/0820609 Yes Yes Yes No Yes 


EPIC card 

water supply 

Assessment No 





Others 

willingness Benificers 

condifiction 

Survey No

12 

Nallammal W/o 

Rangasamy 

13 

Padmavathi W/o 

Mahalingam 

14 Kaveri 

w/o.Murugesan 

15 

Deivanai W/o 

Kandasamy 

16 

Ammavasai W/o 

Kanniappan 

17 

Sarasu w/o. 

Thangaraj 

18 Sivakami 

w/o.Anandhan 

19 

Veerammal w/o. 

Palanisamy 

- 258 - 



3 1 4 Patta Tiled New Coolie 13000 12/G/0355494 Yes Yes Yes No Yes 





1 2 3 Patta Tiled New Coolie 12000 12/G/0355334 No Yes Yes Yes No Yes 840/1 



- 259 - 

Detailed enclosed in IHSDP Detailed Project Reports 

Proforma-1 

DHARAPURAM MUNICIPALITY- SLUM CLUSTER LEVEL DETAILS 

Slum Details Details to be provided 

1 Name of the selected scheme Ward no:4 Tiruppur road 

2 Total Slum population 969 

3 Slum population to be served in the 

selected scheme 228 

4 Area to be converted in the selected 

scheme 72000 sq.m 

5 BENIEFICIRES INDENTIFICATION % OF The total target slum population 

Ration/Electoral/BPL card 100% 27% 40% 

6 LINKAGES (location of slum on map) ENCLOCED 

7 Accessibility to Infrastructural services distance in kms 

. Distance in Kms 0.20 

a. Major roads 

b. Water supply 0.05 

c. Electric sub station 2 

d. Main sewer line - 

e. Main drainage lines 0.05 

f. Tele communication network 2.00 

g Local bus stops (for city transportation) 0.10 

h. Primary Health centers / Maternity center 1.00 

i. Facilities for pre school education 0.10 

j. Non-formal education - 

k. Primary schools 0.10 

l. Community centers 1.00 

m. Work centers 2.00 

n. Town center 2.00 

o. Railway station - 

p. Bus stand (ISBT) 3.00 

Education Pvt Kms Govt(No) Kms 

• Pre School 1 0.10 - - 

• Primary school 2 .10 2 .50

- 260 - 

• Scondry/Higher scondary 2 1.10 3 .90 

• Colleges 2 1.00 - - 

• Facilities for adult education 

• Primary Health centre/maternity 

centre 

8 SOCIO-ECNOMIC DETAILS 

- - - - 

- - 1 1.00 

a Sex Ratio Female 479 Male 1490 

Years 

b Age distribution 0-05 8 

c Economic profile 

>5-10 10 

>10-14 4 

>14-18 2 

>18-35 20 

>35-60 53 

>60 3 

%Age 

population 

(i) Average per capita income of the slum Rs1275/- 

BPL Population and its percentage Male % female % 

(ii) occupation 

(iii) 

9. 

Occupation/Livelihood distribution(%) 1 2 3 4 5 

1)agricultural cooly 

2)mason M nil Nil nil 

3)mill labour 

4)cobber F nil Nil nil 

5)painter 

Status of Livestock 2 

EDUCATION 

Names of occupation 

(including students) 1,2…..

- 261 - 

(a) 

(b) 

(c() 

Literate Male % Female % 

Illiterate 

Matriculation and above 

(d) List of skills Unskilled 

10. SOCIAL SECURITY 

(a) List out all the facilities envisaged for 

widows, single women and disabled 

old age YES 

(b) List out the NGOS/CBOS& THE 

activities done by them in the slum 

Cluster 

11. Infrastructural Services 

a. Individual connection, Individual 

349 36 261 27 

141 15 218 22 

- - - - 

Credit Linkage activities 

though bank 

taps,Hand pumps 50 81% 

i Public taps 3 2% 

ii. Hand pumps(puplics) - - 

iii. Others with no accessibility 1 1% 

b. SEWERAGE CONNECTION 

No. of household covered 

12 SEPTIC TANK 


13 COMMUNITY TOILETS / BATHS 

Number of household covered 

14 OPEN DEFECATION 

Number of Household 

Total Percentage 

Nil 


11 18% 


177 100% 


Nil

- 262 - 

15 ELECTRIC CONNECTION 

Number of Household having electric 

connection 

16 STREET LIGHTS 

Number of streets covered 

17 EXISTING STREETS 

Kachha (Km) 2.16Km 

Pacca (Km) 0.41kms 

18 SOLID WASTE 

a Total waste generated in the cluster 0.93MT 

b Total waste collected in the cluster 0.93MT 


62 100% 


3 Street 100% 

Submit layout of the slum pocket with photographs and with all land details 

19 STAKEHOLDERS PERCEPTION NIL 

A Stakeholder view for up gradation of the 

existing site or relocation of the slum 

pocket at an appropriate site within the 

municipal / urban area boundary Existing site with in Slum Limit.

- 263 - 


Proforma-1 



1 Name of the selected scheme Ward no:3 Roman Catholic Street 








6 LINKAGES (location of slum on map) ENCLOCED 


. Distance in Kms 

a. Major roads 0.20 

















• Pre School 2 1.50 - - 

• Primary school 1 0.50 1 1.50

- 264 - 

• Scondry/Higher scondary 1 1.50 2 1.70 

• Colleges 1 1.40 - - 



centre 


- - - - 

- - 1 1.80 


Years 



>5-10 10 

>10-14 4 

>14-18 2 

>18-35 20 

>35-60 53 

>60 3 

%Age 

population 


BPL Population and its percentage Male 15 % female 18 % 


(iii) 

9. 


1)agricultural cooly M 15 10 4 17 11 


3)mill labour 

4)cobber F nil Nil nil 

5)painter 


EDUCATION 



- 265 - 

(a) 

(b) 

(c() 


Illiterate 






old age 



Cluster 



743 39.82 539 28.88 

1891 10.13 395 21.17 

164 8.79 114 6.11 

Linkage activities credit 

though bank 


though bank 














Nil 


11 18% 


162 100% 


Nil

- 266 - 



connection 





Pacca (Km) 0.41kms 





62 100% 


3 Street 100% 







- 267 - 


Proforma-1 



1 Name of the selected scheme Ward no:1 Kamarajapuram 








6 LINKAGES (location of slum on map) ENCLOSED 




















• Pre School 1 1.50 - - 


- 268 - 


• Colleges 1 3.00 - - 



centre 


- - - - 

- - 1 1.00 


Years 



>5-10 10 

>10-14 7 

>14-18 3 

>18-35 25 

>35-60 50 

>60 2 

%Age 

population 


BPL Population and its percentage 


(iii) 

Male 211 % female 253 

% 




3)mill labour 

4)cobber 

5)painter 


F 11 2 

nil Nil nil 



- 269 - 

9. 

(a) 

(b) 

(c() 

EDUCATION 


Illiterate 






old age 



Cluster 



1382 36.17 888 23.23 

634 16.59 917 24 

276 7.22 178 4.66 

Linkage activities credit 

though bank 


though bank 



ii. Hand pumps(puplics) 5 5% 










Nil 


48 10% 


482 68%

- 270 - 




connection 





Pacca (Km) 1.55 kms 





Nil 


280 58% 


3 Street 100% 







- 271 - 


Proforma-1 



1 Name of the selected scheme Ward no: 30 Nehru Nagar 








6 LINKAGES (location of slum on map) ENCLOSED 




















• Pre School 1 1.50 - - 


- 272 - 


• Colleges 1 3.00 - - 



centre 


- - - - 

- - 1 1.80 


Years 



>5-10 10 

>10-14 7 

>14-18 3 

>18-35 25 

>35-60 50 

>60 2 

%Age 

population 


BPL Population and its percentage 


(iii) 

Male 125 % female 101 

% 




3)mill labour 

4)cobber 

5)painter 


F 40 2 

nil Nil nil 



- 273 - 

9. 

(a) 

(b) 

(c() 

EDUCATION 


Illiterate 






old age Nil 



Cluster 



441 33 425 32 

224 20 228 15 

276 7.22 178 4.66 


though bank 













Nil 


11 18% 


62 82.96%

- 274 - 




connection 




Kachha (Km) 2.06 Km 

Pacca (Km) 0.41 kms 


a Total waste generated in the cluster 0.93 MT 

b Total waste collected in the cluster 0.93 MT 


1 Street 100% 


280 58% 


3 Street 100% 


19 STAKEHOLDERS PERCEPTION 





- 275 - 

S. 

No. 

Name of Slum 


IHSDP SCHEME 

SOCIO ECONOMIC SURVEY TABLE(SLUM WISE LAND PATTERN) 

Area of 

the slum 

(sq.m) 

1. Kamarajapuram 46962 

sq.m. 

2. Roman Catholic 

Street 

Built up 

Area M 2 

18700 

sq.m. 



% 

Road 

Area M 2 

% 

Park 

&Opening 

Community 

Area Sq.m 

Open 

Area 

Others 

Area % Area % Area Area % 

Remarks 

58.99 13155 28.01 1510 3.21 3236 6.89 Nil 10364 4.90 1. Odai porambokku 

Land 

21000 9650 46% 4320 20.57 3250 15.48 1250 595 Nil 4620 22 2. Highways 

porambokku Land 

3. Thiruppur Road 72000 39600 55% 19080 26.50 3580 4.97 4280 5.94 Nil 5464 7.59 3. Natham 

] porambokku Land 

4. Nehru Nagar 20000 8450 42.25 5680 28.40 3650 18.25 1100 5.50 Nil 112 5.60 4. Mandai 

porambokku Land

- 276 - 

. 

Name of slum 

No.of 

House 

Holds 

Population 

M F Total 


SOCIO ECONOMIC SURVEY DETAILS 



SC / ST 

Others 

Below BPL 

Kamarajapuram 482 2016 1805 3821 2508 1313 464 3357 3194 627 31 12 329 23 23 2776 1300 

Roman Catholic 

Street 

Above BPL 

No of workers 

162 932 934 1866 1473 393 33 1833 1560 306 16 56 161 11 12 1304 1200 

Thirupur Road 177 490 479 969 827 142 173 796 813 156 8 29 70 9 8 689 1200 

Nehru Nagar 209 655 663 1318 14 1304 226 1092 1099 219 9 142 125 5 21 797 1200 

TOTAL 1030 4093 3881 7974 4822 3152 896 7078 6666 1308 64 239 685 48 64 5566 1225 

Over all %age 43.75% 22.42% 21.26% 43.68% 67% 33% 44% 54% 83.60% 16.10% 0.80% 3.00% 8.60% 0.60% 0.80% 69.80% 

Old Person & 

Children’s 

Electrician 

Mason 

Mazdoor 

Painter 

Driver 

Agriculture 

workers 

Average 

Income per 

month

- 277 - 


COMMUNITY SERVICES 

Sl. No Community Services Kamarajapuram Roman Catholic Thirupur Road Nehru Nagar Remarks 

1 

2 

Centre for Medical 

facilities 

Primary & High 

School 

CSI Hospital Private Hospital Private Hospital Private Hospital 

CSI School CSI School 

Govt aided 

primary School 



Govt aided 

primary School 

With 100 M 

lead 

With 200 M 

lead 

3 Anganwadi yes yes yes yes yes 

4 Road Connectivity Exist Exist Exist Exist Exist 

5 Open Space Available Not Available Not Available Available Available 

6 Park and Play Fields Not Available Not Available Not Available Available Not Available 

7 Water Supply facility 

Municipal water 

Supply & 

Borewell 


Supply & 

Borewell 


Supply & 

Borewell 


Supply & 

Borewell 

Municipal 

water Supply & 

Borewell 

8 Community toilet Exist Exist Exist Exist Exist 

9 Street Lights Exist Exist Exist Exist Exist 

10 Others - - - - -

- 278 - 

Sl. 

No. 


RCC 

DHARAPURAM - MUNICIPALITY 

IHSDP SCHEME 

SLUM WISE HOUSE DETAILS 

No. of Houses existing 

Pacca Tiled 



Roof 

Damaged Tile 

Roof 

Thatched 

Total 

No. of Houses 

Proposed New 

RCC Structure 

1. Kamarajapuram 55 360 67 - 482 67 

2. Roman Chatholic Street 26 89 47 - 162 47 

3. Tirupur Road 40 82 55 - 177 55 

4. Nehru Nagar 32 158 19 - 209 19 

roof 

Remarks

- 279 - 

Sl. 

No. 


Main 

Activities 

DHARAPURAM - MUNICIPALITY 

IHSDP SCHEME 

SOCIO ECONOMIC SURVEY TABLE 

Literacy Ill literacy 

Male Female Male Female 

Nos % Nos % Nos % Nos % 



Income 

Average 

(Monthly) 

1. Kamarajapuram Agri. Cooli 1382 36.17 888 23.23 634 16.59 917 23.99 1300 

2. Roman Chatholic Street Agri. Cooli 743 39.81 539 28.88 189 10.12 395 21.16 1200 

3. Tirupur Road Agri. Cooli 349 36.0 261 26.93 141 14.55 218 22.49 1200 

4. Nehru Nagar Agri. Cooli 441 33.45 33.45 29.96 224 16.99 268 20.33 1200 

Note : 

Major 

Diseases 

Acute Diarrhea 

Vitamin 

Deficiencies 

Malaria Fever 

Literacy 

1 to 5 th Std - 12 % Male Literacy rate varies from 54% - 87% 

6 th to 10 th Std - 64% - 78% Female Literacy rate varies from 12% - 45% 

Above 10 th Std - 9% - 16 % 

Municipal Engineer Commissioner 

Dharapuram Municipality Dharapuram Municipality 

Remarks 

No Predominant 

Diseases. The 

Municipal 

Officials are 

providing health 

care facilities at 

doorstep and 

conducting 

general health 

camp to the 

vulnerable areas

- 280 - 

1 TOWN LEVEL 

DETAILS 

DETAILS OF EDUCATIONAL FACILITIES FOR SCHEME 

A S.No. Criteria Population 

(in 

numbers) 

No. of 

Anganwadis / 

Schools As 

per Norms / 

Standards 



No. of 

Anganwadi / 

Schools in 

town 

Capacity of 

the 

Anganwadi / 

Schools 

Deficiency 

in servicing 

(3 - 6) 

(1) (2) (3) (4) (5) (6) (7) 

1 Total population of 

the town 

: 64984 

2 Total population of 

children in the 

town (Agewise) 

2.1 Out of the above, 

from Age Upto 6, 

(i.e., eligible for 

Anganwadi) 

2.2 Out of the above, 

from Age 6 - 18, 

(i.e., eligible for 

Primary / 

Secondary / 

Higher Secondary 

education) 

: 12996 

: 2105 40 48 2550 

: 8791 0 22 9850

- 281 - 

2 SLUM LEVEL (PROPOSED IN THE SCHEME) 

Name of the 

slum : 

of the slum; kamarajpuram 

A S.No. Criteria Populatio 

n (in 

numbers) 



No. of 

children 

enrolled 

in 

school 

Populatio 

n of nonschool 

going 

children 

(1) (2) (3) (4) (5) 

1 Total population of school going children in the slum 

(Agewise) 

: 622 622 

1.1 Out of the above, from Age Upto 6, (i.e., eligible for 

Anganwadi) 

1.2 Out of the above, from Age 6 - 18, (i.e., eligible for 

Primary / Secondary / Higher Secondary education) 

: 67 67 

: 555 555 

Note : Indicate the mechanism proposed to cover the non-school going children and linkages proposed to 

converge the existing State/Central Govt. Educational schemes in the slum

- 282 - 

B S.No Name of anganwadis/schools catering to the slum Classes 

from _ to 

_ 

Govt 

/Pvt. 



Capacit 

y of 

school 

No. of 

children 

from the 

slum 

enrolled 

Distanc 

e from 

the 

slum (in 

mtr.) 

(1) (2) (3) (4) (5) (6) (7) 

1.1 ANGANWADI 

1 kamarajpuram Govt : KG 40 37 200mtr 

2 c.s.i pvt : KG 40 30 

3 1.2 SCHOOLS : 

c.s.i Elementri school Govt 

aide 

d 

1-5 254 150 200mtr 

Punitha Andhonier mid school 1-8 452 205 400mtr 

Sindu Mat. Hr. school pvt 1-12 1250 112 1000mtr 

N.c.p mun. Hr. school Govt 

6-12 2358 88 1000mtr 

22 

Note : (1) Incase of insitu project, details of existing schools catering to the slum children needs to be indicated. (2) Incase 

of relocation, details of schools in the vicinity of the proposed relocation site needs to be indicated. 

3 CONVERGENCE WITH OTHER CENTRAL/STATE SCHEMES (Details of fund required, if any, for convergence; 

dovetailing funds from other state/central schemes; linkages proposed to utilize the educational schemes in the slum) 

1 

2 NIL 

3

- 283 - 

1 TOWN LEVEL DETAILS 

DETAILS OF HEALTH FACILITIES FOR SCHEME 


(in 

numbers) 

(1) (2) 

1 Total population of the town : 64984 

2 Health facilities : 



Numbers 

as per 

category 

below 

Actual 

Capacity 

(beds, if 

applicable) 

Capacity 

as per 

Norms / 

Standards 

Deficiency 

in 

servicing 

(6 - 5) 

(3) (4) (5) (6) (7) 

2.1 Hospitals / Nursing Homes : 12 306 

2.2 Primary Health Centres / 

Dispensaries 

: 2 

2.3 Maternity Care Centres : 1 10

- 284 - 


Name of the 

slum : 

of slum; kamaraj puram 

A S.No Name of Hospitals / 

Dispensary / Maternity 

Centres catering to the slum 

Govt 

/Pvt. 

Distance 

from the 

slum (in 

mtr.) 



Remarks 

(1) (2) (3) (4) (5) 

1 c.s.i Dis pensary pvt : 200mtr 

2 Municipal maternity 

centre 

Govt : 1000mtr 

3 Government hospital Govt : 1300mtr 

4 Musthiri Bagam Hospital pvt 600mtr 

5 s.s. clinic pvt 600mtr 

6 Kumaran clinic pvt : 700mtr 

3 CONVERGENCE WITH OTHER CENTRAL/STATE SCHEMES (Details of fund required, if any, for 

convergence; dovetailing funds from other state/central schemes; linkages proposed to utilize the health schemes in 

the slum) 

Nil

- 285 - 




n (in 

numbers) 



No. of 

Anganwadi 

s / Schools 

As per 

Norms / 

Standards 

No. of 

Anganwa 

di / 

Schools 

in town 

Capacity 

of the 

Anganwa 

di / 

Schools 

Deficienc 

y in 

servicing 

(3 - 6) 

(1) (2) (3) (4) (5) (6) (7) 


2 Total population of children in the town 

(Agewise) 

2.1 Out of the above, from Age Upto 6, (i.e., 

eligible for Anganwadi) 

2.2 Out of the above, from Age 6 - 18, (i.e., 

eligible for Primary / Secondary / Higher 

Secondary education) 

: 12996 

: 2105 40 48 2550 

: 8791 0 22 9850

- 286 - 


Name of the 

slum : 

of the slum; Roman katholic street 


n (in 

numbers) 



No. of 

children 

enrolled in 

school 

Populatio 

n of nonschool 

going 

children 

(1) (2) (3) (4) (5) 

1 Total population of school going children 

in the slum (Agewise) 

: 301 301 






: 38 38 

: 263 263 

Note : Indicate the mechanism proposed to cover the non-school going children and linkages 

proposed to converge the existing State/Central Govt. Educational schemes in the slum

- 287 - 

B S.No Name of anganwadis/schools catering 

to the slum 

Gov 

t 

/Pvt. 

Classes 

from _ to 

_ 



Capacity 

of school 

No. of 

children 

from the 

slum 

enrolled 

Distance 

from the 

slum (in 

mtr.) 

(1) (2) (3) (4) (5) (6) (7) 

1.1 ANGANWADI 

1 Roman katholic-(kaman koil) Govt. Govt : KG 40 33 200mtr 

2 c.s.i pvt : KG 40 5 


4 c.s.i Elementri school Govt 

aide 

d 

1-5 254 104 200mtr 

5 Punitha Andhonier mid school 1-8 452 33 400mtr 

6 Sindu Mat. Hr. school pvt 1-12 1250 68 1000mtr 

7 N.c.p mun. Hr. school Govt 

22 

6-12 2358 58 1000mtr 

Note : (1) Incase of insitu project, details of existing schools catering to the slum children needs to be 

indicated. (2) Incase of relocation, details of schools in the vicinity of the proposed relocation site needs to be 

indicated. 


convergence; dovetailing funds from other state/central schemes; linkages proposed to utilize the educational schemes 

in the slum) 

1 

2 NIL

- 288 - 

3 




(in 

numbers) 

(1) (2) 





Numbers 

as per 

category 

below 

Actual 

Capacity 

(beds, if 

applicable) 

Capacity 

as per 

Norms / 

Standards 

Deficiency 

in 

servicing 

(6 - 5) 

(3) (4) (5) (6) (7) 



Dispensaries 

: 2 


- 289 - 


Name of the 

slum : 

of slum; Roman katholic street 


Dispensary / Maternity 

Centres catering to the slum 

Govt 

/Pvt. 

Distance 

from the 

slum (in 

mtr.) 



Remarks 

(1) (2) (3) (4) (5) 

1 c.s.i Dis pensary pvt : 400mtr 


centre 

Govt : 900mtr 


Musthiri Bagam Hospital pvt 500mtr 

s.s. clinic pvt 500mtr 

4 Kumaran clinic pvt : 600mtr 


convergence; dovetailing funds from other state/central schemes; linkages proposed to utilize the health schemes in 

the slum) 

Nil

- 290 - 



A S.No. Criteria Population (in 

numbers) 

No. of 

Anganwadis 

/ Schools 

As per 

Norms / 

Standards 



No. of 

Anganwadi 

/ Schools 

in town 

Capacity 

of the 

Anganwadi 

/ Schools 

(1) (2) (3) (4) (5) (6) (7) 



(Agewise) 






: 12996 

: 2105 40 48 2550 

: 8791 0 22 9850 

Deficien 

cy in 

servicin 

g 

(3 - 6)

- 291 - 


Name 

of the 

slum 

: 

of the slum; Tirupur Road 

A S.No. Criteria Population (in 

numbers) 

No. of 

children 

enrolled in 

school 



Population 

of nonschool 

going 

children 

(1) (2) (3) (4) (5) 

1 Total population of school going children 

in the slum (Agewise) 

: 152 152 






: 23 23 

: 129 129 

Note : Indicate the mechanism proposed to cover the non-school going children and linkages 

proposed to converge the existing State/Central Govt. Educational schemes in the slum

- 292 - 


to the slum 

Classes from _ 

to _ 

Govt 

/Pvt. 

Capacity of 

school 



No. of 

children 

from the 

slum 

enrolled 

Distance 

from the 

slum (in 

mtr.) 

(1) (2) (3) (4) (5) (6) (7) 

1.1 ANGANWADI 

1 

2 

Tirupur Road Govt : KG 40 22 200mtr 


Punitha Alocious Hr. school Govt 1-12 2665 64 1000mtr 

Punitha Anthoniar Mid School Govt Govt 1-8 452 25 400mtr 

Sindu Mat. Hr. school pvt 1-12 1250 28 800mtr 

N.c.p mun. Hr. school Govt 

6-12 2358 12 900mtr 

22 


indicated. (2) Incase of relocation, details of schools in the vicinity of the proposed relocation site needs to 

be indicated. 


convergence; dovetailing funds from other state/central schemes; linkages proposed to utilize the educational 

schemes in the slum) 

1 

2 NIL

- 293 - 

3 



(in 

numbers) 

(1) (2) 




Numbers as 

per category 

below 



Actual 

Capacity 

(beds, if 

applicable) 

Capacity as 

per Norms / 

Standards 

Deficiency in 

servicing 

(6 - 5) 

(3) (4) (5) (6) (7) 



Dispensaries 

: 2 


- 294 - 


Name of the slum : Tiruppur Road 


Dispensary / Maternity Centres 

catering to the slum 

Govt 

/Pvt. 

Distance 

from the 

slum (in 

mtr.) 

Remarks 

(1) (2) (3) (4) (5) 

1 CSI Dispensary PVT : 100mts 


centre 

Govt : 800mtr 


4 Musthiri Bagam Hospital Pvt : 500mtr 

5 S.S.Clinic Pvt : 500mtr 

6 Kumaran clinic Pvt : 600mtr 


convergence; dovetailing funds from other state/central schemes; linkages proposed to utilize the health 




Nil

- 295 - 


A S.No 

. 


Criteria Population 

(in 

numbers) 

No. of 

Anganwadis 

/ Schools As 

per Norms / 

Standards 



No. of 

Anganwadi / 

Schools in 

town 

Capacity of 

the 

Anganwadi / 

Schools 

Deficiency 

in servicing 

(3 - 6) 

(1) (2) (3) (4) (5) (6) (7) 



(Agewise) 






: 12996 

: 2105 40 48 2550 

: 8791 0 22 9850

- 296 - 


Name of the slum : Nehru Nagar 

A S.No 

. 

Criteria Population 

(in 

numbers) 

No. of 

children 

enrolled in 

school 



Population 

of nonschool 

going 

children 

(1) (2) (3) (4) (5) 

1 Total population of school going children in 

the slum (Agewise) 

: 215 215 






: 22 22 

: 193 193 

Note : Indicate the mechanism proposed to cover the non-school going children and 

linkages proposed to converge the existing State/Central Govt. Educational schemes in the 

slum

- 297 - 


to the slum 

Govt /Pvt. 

Classes 

from _ to _ 

Capacity of 

school 



No. of 

children 

from the 

slum 

enrolled 

Distance 

from the 

slum (in 

mtr.) 

(1) (2) (3) (4) (5) (6) (7) 

1.1 ANGANWADI 

1 Nehru Nagar - Bajanaimadam 

St. 

1.2 SCHOOLS 

Govt : KG 40 22 100 Mtr 

1 Bajanaimadam School Govt. : 1-5 60 60 200mtr 

2 Punitha Andhonier Mid School Govt.Aide 

d 

: 1-8 452 20 350mtr 

3 Sindu Mat. Hr. school Pvt : 1-12 1250 22 600Mtr 

4 N.c.p mun. Hr. school Govt. : 6-12 2358 22 1000mtr 

5 St.Aloysious Higher 

Govt.Aide 1-12 3250 57 800 Mtr 

Sec.School 

d 


indicated. (2) Incase of relocation, details of schools in the vicinity of the proposed relocation site needs to 

be indicated. 


convergence; dovetailing funds from other state/central schemes; linkages proposed to utilize the educational 

schemes in the slum)

- 298 - 

1 

2 NIL 

3 



(in 

numbers) 

(1) (2) 




Numbers as 

per category 

below 



Actual 

Capacity 

(beds, if 

applicable) 

Capacity as 

per Norms / 

Standards 

Deficiency in 

servicing 

(6 - 5) 

(3) (4) (5) (6) (7) 



Dispensaries 

: 2 


- 299 - 


Name of the slum : Nehru Nagar 

A S.No Name of Hospitals / Dispensary 

/ Maternity Centres catering to 

the slum 

Govt 

/Pvt. 

Distance 

from the 

slum (in 

mtr.) 

Remarks 

(1) (2) (3) (4) (5) 

1 Balaji Nursing Home Pvt : 200mtr 


centre 

Govt : 800mtr 


4 Musthiri Bagam Hospital Pvt : 500mtr 

5 S.S.Clinic Pvt : 500mtr 

6 Kumaran clinic Pvt : 600mtr 


convergence; dovetailing funds from other state/central schemes; linkages proposed to utilize the health 




Nil

- 300 - 



301 

IX. CHECK LIST OF IHSDP

302 


TECHNICAL CHECKLIST OF IHSDP 

1 Name of the State Tamil Nadu 

2 Name of the City Dharapuram 

3 a. Nodal Agency 

Director of Municipal 

Administration 

b. Implementing Agency Dharapuram Municipality 

4 Project Cost (Rs in lacs) Rs.359.66 Lakhs 

5 State Share (Rs in lacs) Rs. 112.54 Lakhs 

a. Beneficiary contribution Rs. 56.40 Lakhs 

b. Agency’s own funds 

-- 

c. Loan from HFI / Banks -- 

d. State’s grant 

Rs. 56.14 Lakhs 

e. MP / MLALAD funds 

-- 

f. Any other(ULB) 

-- 

6 Central share (Rs in lacs) Rs. 247.12 Lakhs 

7 i) Project Duration 

ii) Date of Commencement / 

Completion. 

24 Months 

January 2009-2011 

8 Name of the bank / account no.where state State Bank of India 

share is deposited 

Dharapuram 

9 Date & Amount of deposit (Rs.in lacs) -- 

10 i) No.of Dus – New 

Upgradation 

188 Nos 

Existing Pucca Houses 

ii) Cost of housing (Rs.in Lakhs) and in % 

842 Nos 

of total cost of project 

iii) Carpet area’s of Dus Accommodation 

Rs.201.16Lakhs-56% 

a) Halls 

5.80 sqm 

b) Kitchen 

3.60 sqm 

C)Bedroom 

5.80 sqm 

d) Toilet & Both 

2.84 sqm 

iv) Total covered area of III 

v) Covered area under circulation like 

25.11sqm 

staircase 

vi) Total covered area of Dus+ staircase 

-- 

(circulation) 

vii) Whether external wall of Dus has been 

25.11 sqm 

taken full brick wall or ½ brick wall Full brick wall 

11 i) Density (DU/hectare) 75 No sqm 

ii) Whether proposed density adheres to 

the Master Plan of the area? 

Yes 

12 i) The land use of the proposed site as per 

the Master Plan 

Yes

303 

ii) If not residential, then necessary 

approvals for change of land use have 

been taken? 

13 Coverage area 

• Built-up area of houses 

• Roads/Pavements 

• Open spaces 

• Community facilities 

• Any other 

14 Whether statutory approvals from various 

local bodies have been taken, such as 

• TCPO 

• Municipality 

• Fire Deptt 

• Pollution Control Board 

• Min. of Environment etc. 

15 Whether Fire safety measures have been 

adopted? 

16 Whether building plans, layout plans, 

master plans etc are enclosed or not? 

17 Schedule of Rates adopted (Year) 

18 

19 

20 

20.A 

21.A 

21.B 

Whether the cost of interval electrification 

is included in the cost of DU? 

Whether the cost of interval 

plumbing/water supply is included in the 

cost of DU? 

Provision of Infrastructural facilities 

Total infrastructure cost and % of total 

project cost 

Whether the community toilet has been 

provided ? 

i) Covered area 

ii) Reason why the community 

toilet has been taken along with 

provision of individual toilet in 

each DU’s 

iii) Expenditure involved 

iv) No of WCs/Baths proposed 

Whether the community centre has been 

provided ? 


No 

Percentage (%) 

70.00 % 

25.00 % 

5.00% 

6.89 % 

4.90 % 

Yea 

Yes 

Does not arise 



Yes 

Yes 

PWD & Highways, TWAD- 

Schedule of rates-2008-09 

Yes 

Yes 

Yes 

158.50Lakhs / 44.07 % 

No 

Yes 

76.45 sqm

304 


centre has beeen taken 


iv) Work shed 

v) Compound wall 

21.C Water Supply 

i) Expenditure involved 

ii) Whether municipal water supply 

available in vicinity? If no, type of 

water supply system proposed? 

iii) Whether there is provision for 

Rain water harvesting? 

iv) Reason why the community stand 

post has been taken along with 

provision of water tanks inside 

each DUs?(in case the same is 

proposed) 

21.D Sewerage 


ii) Whether municipal sewer line 


sewarage system proposed? 

21.E Roads/Pavements 


ii) Whether connectivity with the 

main peripheral road exists or 

not? If not, is it proposed in the 

DPR. 

21.F Storm Water Drainage 



primary / secondary drains exists 

or not? If not, is it proposed in 

the DPR. 

21.G Parks and Open spaces 


21.H Electrification 


ii) Whether the following provisions 

have been taken 

iii) a) Sreet lighting of internal 

roads/pavements 

with in slum area and 

surroundings in limit no 

facilities. So proposed 

Rs.25.00Lakhs 

Rs.2.40 Lakhs 

Rs.1.50 Lakhs 

RS.9.00Lakhs 

Yes,Seperate feeder line to 

proposed to increase 

drinking water supply 

Yes 

No 

Rs.33.50 Lakhs 

Proposed under IHSDP 

proposal made for HSCS for 1 

slum 

Rs.27.50Lakhs 

Yes 


Yes 

-- 

-- 

--

305 

iv) b) 5- wire distribusion line along 

with the street light 

c) Local sub station/ transformer, 

if not, reasons have been 

recorded in DPR or Not? 

21.I Solid Waste Disposal 


ii) Distance from Landfill 

iii) Whether there is provision for waste 

recycling and segregation? 

22. 

22.A 

Othe rservices to be converged with other 

Central/State Programme. 

Health Care Facilities 

i) Whether proposed within the site 

ii) If not, does it exist in the vicinity 

iii) If not, is it proposed in the vicinity 

iv) If in the vicinity, distance from the 

site 

v) Expenditure involved 

vi) Methodology adopted for 

convergence 

22.B Educational facilities 

i) Whether proposed within the site 

ii) If not, does it exist in the vicinity 

iii) If not, is it proposed in the vicinity 

iv) If in the vicinity, distance from the 

site 



convergence 

22.C Social Security 

i) Details of social security provisions 

available like medical insurance, 

pension schemes etc. 

ii) Expenditure involved, item wise 

iii) Methodology adopted for 

convergence 

22.D Provision of other civic amenities (if any) 

23. Environmental Benefits of the Project. 

23.A Methodology adopted for maintenance of 

assets thus created. 

23.B Mechanism for sustainable management of 

services-Provision of revolving fund. 

No 

No 

Yes 

No 

0.65Kms 

-- 

-- 

No 

Yes 

No 

0.60Kms 

-- 

Coverage with SJSRY and other 

Department welfare scheme 

-- 

-- 

-- 

To improve the overall health, 

hygienic and sanitation facility 

aspect will be improved. 

SHG

306 

23.C Use of Innovative & cost effective materials 

and technology. Details thereof. 

23.D Use of Disaster resistant technology. Details 

thereof. 

23.E Project Implementing Mechanism 

• Institutional Framework. 

• Institutional Capacity. 

• PPP Model, if any 

Low cost technology, Locality 

available construction meterials 

ISI 456 and 800 adopted for 

Concrete. 

24 List of Documents attached with DPR. 1) Project proposal 

2) List of beneficiary 

3) Town map of the city. 

4) Lay out maps of the slum 

5) Estimates 

6) Specification report 

7) Plan & cross section 

8) Photo’s of existing slum 

9) Schedule of rates(Data) 

10) Socio Economic survey 

25 Whether the 

i) Site survey is available or not. 

ii) Cutting filling of soil is required or 

not. 

iii) High flood level of area is available 

or not 

iv) Protection against the flood is 

considered or not. 

v) The plot is on filled up soil or not? 

vi) Bearing capacity data available or 

not? 

vii) If data of soil is not available, what is 

the assumed bearing capacity for 

design? 

viii) Biometric survey is carried out or 

not of identified beneficiary? 

ix) Propose slum is to be denotified or 

not? 

26) Project land tenure ship status: 

i) Belongs to State Govt. 

ii) Belongs to urban Local Body 

iii) Belongs to individual beneficiary a. 

ULB 

Yes 

No 

No 

Yes 

No 

No 

15 to 23 Tonne/sqm 

No 

To be denotified after 

completion of this project 

-- 

--

307 

Own/ patta (leased) patta 

Signatures of the Competent Authority in ULB/Parastatal 

Name : Mr.S.DURAI 

Designation : Commissioner 

Office Address : Dharapuram Municipality 

Tel No./Fax No. : 04258-226261 

E-mail ID : commr.dharapuram@tn.gov.in 

Verified & Countersigned by the State Level Nodal Officer 

Name: 

Designation: 

Office Address: 

Tel No./Fax No. 

E-mail ID:

308 

CHECK – LIST FOR PREPARATION / APPRAISAL OF DPR IN INTEGRATED 

HOUSING & SLUM DEVELOPMENT PROGRAMME [IHSDP] 

1 Name of the State Tamil Nadu 

2 Category of State – whether special 

category* or general? [*Special category 

States are J & K, Uttaranchal, Himachal 

Pradesh & North Eastern States including 

Sikkim] 

General 

3 Name of the City Dharapuram Municipality 

4 [a] Whether MOA for reforms has been 

signed with the Ministry of Urban 

Development? 

[b] Whether a copy of the signed MOA 

has been received in the Poverty 

Alleviation or not? 

[c] Whether signed MOA mentions with 

asterisk that two reforms, viz., 

[i] Repeal of Urban Land Ceiling and 

Regulation Act; and [ii] Amendment of Rent 

Control Laws balancing the interest of 

landlords and tenants are optional with 

regard to schemes under IHSDP? 

5 Whether the State Level Nodal Agency has 

been designated? 

6 Whether the DPR has been forwards by 

the designated Nodal Agency? 

7 Whether State Level Co-ordination 

Committee [SLCC] has been constituted? 

Status 

[Yes / No] 

Yes 

Yes 

Yes 

8 Whether DPR has been recommended by Yes 

Remarks

309 

the SLCC/ 

9 Whether elected Local Body is in place? Yes 

10 Total urban Population of the city 64984 

11 Total slum population of the city 

12 Is DPR an integrated housing & 

infrastructure project? [If not, proper 

justification] 

13 Has the contribution from the beneficiaries 

been collected? 

14 Has the State share been deposited in a 

separate account? 

18257 

No 

To Be Collected 

To Be 

Deposited 

15 Is the DPR for in site Development? Yes 

16 Is the DPR for relocation? No 

17 In case of relocation, whether all basic 

amenities have been provided for in the 

new site in the DPR? 

18 Is the new site in proximity to the original 

site / work-place? 

19 In case of in situ, whether provision for 

basic services has been provided for in the 

DPR? 

20 Housing 

[i] Whether density of population norms 

has been observed in the DPR with 

reference to city as per the byelaws? 

[ii] Whether plotted area, setbacks and 

coverage of plot are as per byelaws? 

[iii] Whether maximum FAR utilization has 

been considered in the DPR to ensure 

efficient use of land? 

[iv] Whether the dwelling unit cost is within 

the ceiling limit? 

NA 

- 

Yes 

Yes 

Yes 

Yes 

Yes 

[v] In case the cost is higher, whether the 

source of funds has been tied up / 

indicated? 

[vi] Whether security of tenure / patta has Yes

310 

been provided to the beneficiaries as per 

guidelines, preferably women? 

[vii] Whether the floor area of dwelling unit 

is equal or more than 25.11 Sq mtrs? 

[viii] Whether each dwelling unit comprises 

two rooms, kitchen and a toilet? 

21 Infrastructure facilities 

Whether provisioning for the following has 

been made in the DPR 

Yes 

Yes 

[i] Water Supply Yes 

[ii] Sewerage Yes 

[iii] Solid waste disposal No 

[iv] Development of roads / paths / footpaths / 

pavement 

Yes 

[v] Storm water drains Yes 

[vi] Street lighting No 

22 Whether environmental impact 

considerations have been taken into 

account while preparing the DPR? 

23 Community facilities: 

Whether provisioning for the following has 

been made in the DPR: 

Yes 

[i] Community Centre Yes 

[ii] Community Primary Health Care 

Centre 

No 

[iii] Primary Education Centre No 

[iv] Parks and open spaces No 

[v] Work Shed Yes 

24 Whether there is provisioning for 

convergence of the Central and State 

Government schemes in the following 

sectors in the DPR:- 

[i] Health 1.00 kms 

[ii] Education 0.4 kms 

[iii] Social security including accidental and 

medical insurance, old age pension, old 

No

311 

age homes, etc., 

25 Whether cost of land has been included in 

the project cost where private land has 

been acquired? [Applicable only to special 

category States, viz., J & K Uttaranchal, 

Himachal Pradesh and North Eastern 

States including Sikkim] 

26 Whether a separate provisioning for 

27 

upkeep and maintenance of public assets 

to be created through this project has been 

made by the State Government / ULB / 

Parastatal? [This provisioning will not be 

funded under the Scheme] 

Whether the area / beneficiaries covered 

under DPR had previously benefited in any 

Central / State Government Scheme? [If 

so, details thereof] 

28 Whether DPR is a PPP Project? DPR 

29 Is the DPR in accordance with the IHSDP 

guidelines? If not, indicate deviations and 

provide justifications. 

30 Any other information relevant to the DPR 

Signature of the Competent 

Authority in ULB / Parastatal : 

Name : S.DURAI 

Designation : Commissioner 

Office Address : Dharapuram Municipality 

Tel No. / fax no. : 04258 - 226261 

E-mail ID: : cmmr.dharapuram@tn.gov.in 

Verified & Countersigned by the State level Nodal Officer 

Name : 

Designation : 

Office Address : 

Tel No. / fax no. : 

E-mail ID: : 

No 

Detail enclosed 

Yes 

-

312 



Kamarajapuram 

1. Name of the State Tamilnadu 

2. Name of the city Dharapuram 

3. i) Nodal Agency 

ii) Implementing Agency 


Administration, 

Chennai-5. 


4. Project cost (Rs. In Lakhs) Rs.191.59 lakhs 

5. State share (Rs. In Lakhs) Rs.32.69 

i) Beneficiary contribution 

ii) Agency’s own fund 

iii) Loan from HFI/Banks 

iv) State’s Grant 

v) MP/MLALAD funds 

vi) Any other 


Nil 

- 

Rs.32.69 

- 

- 

6. Central share ( Rs. In lakhs) Rs.138.80 Lakhs 

7. i) Project duration 

ii) Date of commencement/ Completion 

8. Name of the bank/ account no. where 

state share id deposited 

9. Date & Amount of deposited (Rs. In 

Lakhs) 

10. i)No of DUs- New up gradation 

Existing Pucca house 

ii) Cost of housing (Rs.in lakhs) and in 

24 Months 

January 2009-2011 

State Bank of India- 

DHARAPURAM 

67 house 

415 house 

Rs.71.69 Lakhs – 36%

313 

% of total cost of project 

iii) Plinth area’s of Dus Accommodation 

a) Rooms (I+II) 

b) Kitchen 

c) Toilet 

d) Balcony 



staircase 

vi) Total covered area of DUs+ 

staircase (Circulation) 

vii) Whether external wall of Dus has 

been taken full brick wall or ½ brick 

wall. 

5.80 sqm 

3.60 sqm 

5.80 sqm 

2.84 sqm 

25.11sqm 

-- 

-- 

Full brick wall 

11. i) Density (DU / Hectare) 13 No sqm 

ii) Whether proposed density adheres 

to the master plan of the area? 

12. i) The land use of the proposed sit as 

per the master plan. 



been taken? 

13. Coverage area 

Built- up area of house 

Roads/pavements 

Open spaces 

Community facilities 

Any other 

14. Whether statutory approvals from 

various local bodies have been taken, 

such as 

• TCPO 


• Fire department 

• Pollution control board 

• Min. of Environment etc 

15. Whether fire safety measures have 

been adopted? 

Yes 

Yes 

No 


56.99% 

28.01% 

3.21% 

6.89 

4.90 

Yes 

Yes 




Yes 

16. Whether building plans, layout plans, Yes

314 


17. Schedule of rates adopted ( year) PWD –Schedule of rates-2008-09 

18. Whether the cost of internal 

electrification is included in the cost of 

DU? 

19. Whether the cost of internal plumbing/ 

water supply is included in the cost of 

DU? 

20. Provision of infrastructure facilities 

20.A. Total infrastructure cost and % of total 

project cost 

21.A. Whether the community toilets has 

been provided ? 



toilet has been taken along 

with provision of individual 

toilet in each DU’s 



21.B. Whether the community centre has 

been provided 



centre has been taken 


iv) work shed 

v) compound wall 

21.C. Water supply 


ii) whether municipal water 

supply available in vicinity? If 

no, type of water supply 

system proposed? 

iii) whether there is provision for 

rain water harvesting? 

iv) Reason why the community 

Yes 

Yes 

119.90 Lakhs / 63% 

No 

Yes 

1.00 sq/k 

with in slum area and surroundings 

in limit no facilities So proposed 

Rs.2.40 Lakhs 

Rs.1.50 Lakhs 

Rs.9.00 Lakhs 

yes, Separate feeder line to 

proposed to increase drinking 

water supply. 

yes 

-

315 

21.D. 

stand post has been taken 

along with provision of water 

tanks inside each Dus ?(in 

case the same is proposed) 

Sewerage (UGDS) 

Expenditure involved 

Whether the municipal sewer line 

available in vicinity? If no, type 

of sewerage system 

proposed? 



Whether the connectivity with the 


not? If not, is proposed in DPR 

21.F Strom water drainage 



primary/ secondary drains 

exists or not? If not, is it 

proposed in the DPR. 

21.G Parks and open spaces 


21.H. Electrification 


ii) Whether the following 

provisions have been taken 

a) street lighting of internal roads/ 

pavements 

b) 5- wire distribution line along with 

the street light 

c) Local sub station/ transformer, if 

not, reasons have been recorded in 

DPR or Not? 

21.I Solid waste management 


ii) Distance from land fill 

iii) Whether there is provision for 

waste recycling and 

segregation? 

22. Other services to be converged with 

Rs.33.50Lakhs 

proposed under IHSDP proposal 

made for HSCS for this slum 

Rs.25.00 Lakhs. 

Yes. 

Rs.48.50 Lakhs. 

Yes 

-- 

-- 

-- 

No 

1.50 Km

316 

other central/state programme 

22.A. Health care facilities 

i) Whether proposed with in the 

site 

ii) If not, does it exist in the 

vicinity 

iii) If not, is it proposed in the 

vicinity 

iv) If in the vicinity, Distance from 

the site 



convergence. 

22.B. Educational facilities 

i) whether proposed with in the 

site 

ii) if not, does it exist in the 

vicinity 

iii) if not, is it proposed in the 

vicinity 

iv) if in the vicinity, distance from 

the site 



convergence 

22.C. Social security 

i) Details of social security 

provisions available like 

medical insurance, pension 

scheme etc. 

ii) Expenditure involved, item 

wise 


convergence 

22.D. Provision of other civic amenities ( If 

any) 

23. Environmental benefits of the project. 

No 

Yes 

No 

0.65Kms 

-- 

-- 

No 

Yes 

No 

0.50 Km 

-- 

-- 


Department welfare scheme. 

Hygienic to Public

317 

23.A. Methodology adopted for maintenance 

of assets thus created. 

23.B Mechanism for sustainable 

management of services – provisions of 

revolving fund. 

23.C. Use of innovative & cost effective 

materials and technology. Details there 

of. 

23.D. Use of Disaster resistant technology. 

Details there of. 

23.E. Project implementing mechanism 

• Institutional framework 

• Institutional capacity 


24. List of Documents attached with DPR. 

25. Whether the 


ii) Cutting filling soil is required or 

not 

iii) High flood level of area is 

available or not 


considered or not 

v) The plot is on filled up soil or not 


not 

vii) If data of soil is not available, 

what is the assumed bearing 

SHG 

Low cost technology , Locally 

available construction materials. 


Concrete. 

ULB 

Yes 

No 

No 

Yes 

No 

No 

1. Project proposal 

2. List of beneficiary 

3. Town map of the city 

4. Lay out maps of the slum 

5. Estimates 

6. Specification report 

7. Plan & cross section 

8. Photo’s of existing slum 

9. Schedule of rates (Data) 

10.Socio Economic survey 

15 to 23 Tonne /sqm 

15 to 23 Tonne /sqm

318 

capacity for design. 

viii)Bio metric survey is carried out or 

nor of identified beneficiary 

xi) Proposed slum is to be de 

notified or not? 

26. Project land venture ship status: 

i) Belongs to state Government 

ii) Belongs to urban local body 

iii) Belongs to individual beneficiary 

a. Own / Patta (Leased) 

No 

To be de notified after completion 

of this project 

Patta 

Name : Thiru.S.DURAI 

Designation : Municipal Commissioner 

Office Address : Municipal office, 

Dharapuram -638656. 

Telephone no : 04258-226261 


Signature of the state level nodal officer 

Name and Designation : 

Address : 

Fax No : 

Telephone No :(O) 

:(R) 

Mobile No : 

E-mail :

319 

1. 



Roman Catholic Street Slum 

Name of the State Tamilnadu 






Chennai-5. 




i) Beneficiary contribution Rs.14.10 Lakhs 

ii) Agency’s own fund Rs.0 

iii) Loan from HFI/Banks - 

iv) State’s Grant 

Rs.7.33 

v) MP/MLALAD funds - 

vi) Any other 

- 

6. Central share (Rs. In lakhs) Rs.34.96 Lakhs 


24 months 

ii) Date of commencement/ Completion January 2009-2011 

8. Name of the bank/ account no. where State Bank of Indiastate 

share id deposited 


9. Date & Amount of deposited (Rs. In

320 

Lakhs) 






a) Rooms (I+II) 

b) Kitchen 

c) Toilet 

d) Balcony 



staircase 





wall. 

47 house 

115 house 

Rs.50.29 Lakhs – 25% 

5.80 sqm 

3.60 sqm 

5.80 sqm 

2.84 sqm 

25.11sqm 

-- 

-- 


11. i) Density (DU / Hectare) 78 Sq.m 



Yes 



Yes 



been taken? 

No 




56.00% 


20.57% 

Open spaces 

5.48% 


5.95% 

Any other 

12% 



such as 

Yes 

• TCPO 

Yes 






Does not arise

321 

15. 


Whether fire safety measures have 

been adopted? 

Yes 

16. Whether building plans, layout plans, 


Yes 

17. Schedule of rates adopted ( year) PWD–Schedule of rates-2008-09 



DU? 

Yes 

19. Whether the cost of internal plumbing / 


DU? 

Yes 



project cost 

6.10 Laksh /- 6.00% 



No 


ii) Reason why the 

community toilet has been taken 

along with provision of individual 



iv) No of WCs/Baths 

proposed 


been provided 





iv) work shed 




whether municipal water supply 


water supply system proposed? 

whether there is provision for rain 

water harvesting? 

Reason why the community stand 

post has been taken along with 

No 

No

322 

provision of water tanks inside 

each Dus? (in case the same is 

proposed) 

21.D. Sewerage (UGDS) 


ii) Whether the municipal 

sewer line available in vicinity? If 

no, type of sewerage system 

proposed? 



ii) Whether the connectivity 

with the main peripheral road 

exists or not? If not, is proposed 

in DPR 



ii) Whether connectivity 

with the primary/ secondary 

drains exists or not? If not, is it 






Whether the following provisions 

have been taken 

street lighting of internal roads/ 

pavements 

5- wire distribution line along with the 

street light 


not, reasons have been recorded 

in DPR or Not? 


1. Expenditure involved 

2. Distance from land fill 

3. Whether there is provision for 


segregation? 


No 

Rs.2.50 Lakhs 

Yes 


Yes 

No 

No 

No 

2 Km

323 

other central / state programme 


i) Whether proposed 

with in the site 

ii) If not, does it exist in 

the vicinity 

iii) If not, is it proposed 

in the vicinity 

iv) If in the vicinity, 

Distance from the site 


vi) Methodology adopted 

for convergence. 


whether proposed with in the site 

if not, does it exist in the vicinity 

if not, is it proposed in the vicinity 

if in the vicinity, distance from the site 


Methodology adopted for convergence 



provisions available like medical 

insurance, pension scheme etc. 

ii) Expenditure involved, 

item wise 

iii) Methodology adopted 

for convergence 


any) 




No 

Yes 

No 

0.65Kms 

-- 

-- 

No 

Yes 

No 

0.60 Km 

-- 

-- 



Hygienic to Public 

SHG

324 






of. 









1. Site survey is available or not. 

2. Cutting filling soil is required or 

not 

3. High flood level of area is 


4. Protection against the flood is 


5. The plot is on filled up soil or 

not 

6. Bearing capacity data available 

or not 

Low cost technology, Locally 



Concrete. 

ULB 




4. Lay out maps of the 

slum 

5. Estimates 



8. Photo’s of existing 

slum 

9. Schedule of rates 

(Data) 

10. Socio Economic 

survey 

Yes 

No 

No 

Yes 

No 

No 

15 to 23 Tonne /sqm

325 

7. If data of soil is not available, 



8. Bio metric survey is carried out 

or nor of identified beneficiary 

9. Proposed slum is to be de 



Belongs to state Government 

Belongs to urban local body 

Belongs to individual beneficiary 

Own / Patta (Leased) 

No 



Patta 





Telephone no : 04258-226261 




Address : 

Fax No : 


:(R) 

Mobile No : 

E-mail :

326 



Tirupur Road 







viii) Beneficiary contribution 

ix) Agency’s own fund 

x) Loan from HFI/Banks 

xi) State’s Grant 

xii) MP/MLALAD funds 

xiii) Any other 

Director of Municipal Administration, 

Chennai-5. 


Rs.16.50Lakhs 

- 

- 

Rs. 7.15 

- 

- 

6. Central share ( Rs. In lakhs) Rs.35.20 Lakhs 



24 Months 

January 2009-2011 

8. Name of the bank/ account no. where State Bank of India - DHARAPURAM

327 


9. Date & Amount of deposited (Rs. In Lakhs) 



ii) Cost of housing (Rs.in lakhs) and in % 

of total cost of project 


e) Rooms (I+II) 

f) Kitchen 

g) Toilet 

h) Balcony 



staircase 

vi) Total covered area of DUs+ staircase 

(Circulation) 

xiv) Whether external wall of Dus has 

been taken full brick wall or ½ 

brick wall. 

55 house 

122 house 

Rs.58.85 Lakhs – 29.25% 

5.80 sqm 

3.60 sqm 

5.80 sqm 

2.84 sqm 

25.11sqm 

-- 

-- 


11. i) Density (DU / Hectare) 95 sqm 



Yes 



Yes 



been taken? 

No 




55.00% 


26.50% 

Open spaces 

4.97% 


5.94% 

Any other 

7.59% 



such as 

Yes 

• TCPO 

Yes 







Does not arise

328 


been adopted? 

Yes 



Yes 

17. Schedule of rates adopted ( year) PWD –Schedule of rates-2008-09 



DU? 

Yes 

19. Whether the cost of internal plumbing/ 


DU? 

Yes 



project cost 

Nil 



No 

v) Covered area 

vi) Reason why the community 




vii) Expenditure involved 

viii) No of WCs/Baths proposed 


been provided 

No 

vi) Covered area 

vii) Reason why the community 


viii) Expenditure involved 

ix) work shed 

x) compound wall 



vi) whether municipal water 




vii) whether there is provision for 


viii) Reason why the community 


No

329 


tanks inside each Dus ?(in 




Whether the municipal sewer line 

available in vicinity? If no, type 

of sewerage system 

proposed? 





not? If not, is proposed in DPR 



iv) Whether connectivity with the 





ii) Expenditure involved 



iv) Whether the following 


c) street lighting of internal roads/ 

pavements 

d) 5- wire distribution line along with 

the street light 


not, reasons have been recorded in 

DPR or Not? 


iv) Expenditure involved 

v) Distance from land fill 

vi) Whether there is provision for 


segregation? 

vii) 


other central/state programme 

No 

No 

No 

No 

No 

No 

1.50 Km

330 


vii) Whether proposed with in the 

site 

viii) If not, does it exist in the 

vicinity 

ix) If not, is it proposed in the 

vicinity 

x) If in the vicinity, Distance from 

the site 

xi) Expenditure involved 

xii) Methodology adopted for 

convergence. 


vii) whether proposed with in the 

site 

viii) if not, does it exist in the 

vicinity 

ix) if not, is it proposed in the 

vicinity 

x) if in the vicinity, distance from 

the site 

xi) Expenditure involved 

xii) Methodology adopted for 

convergence 


iv) Details of social security 



scheme etc. 

v) Expenditure involved, item 

wise 


convergence 


any) 




No 

Yes 

No 

0.65Kms 

-- 

-- 

No 

Yes 

No 

0.60 Km 

-- 

-- 




SHG

331 






of. 









vii) Site survey is available or not. 

viii) Cutting filling soil is required or 

not 

ix) High flood level of area is 





Concrete. 

ULB 

Yes 

No 

No 

Yes 

No 

No 





5. Estimates 





10. Socio Economic survey

332 

x) Protection against the flood is 


xi) The plot is on filled up soil or not 

xii) Bearing capacity data available 

or not 




viii) Bio metric survey is carried out 





iv) Belongs to state Government 

v) Belongs to urban local body 

vi) Belongs to individual beneficiary 

b. Own / Patta (Leased) 


No 



Patta 





Telephone no : 04258-226261 




Address : 

Fax No : 

Telephone No :(O)

333 

:(R) 

Mobile No : 

E-mail :

334 



Nehru Nagar 







Chennai-5. 




vii) Beneficiary contribution 

viii) Agency’s own fund 

ix) Loan from HFI/Banks 

x) State’s Grant 

xi) MP/MLALAD funds 

xii) Any other 

Rs.5.70 Lakhs 

- 

- 

Rs.8.97 

- 

6. Central share (Rs. In lakhs) Rs.38.16 Lakhs 



8. Name of the bank/ account no. where 


9. Date & Amount of deposited (Rs. In 

Lakhs) 






e) Rooms (I+II) 

f) Kitchen 

g) Toilet 

h) Balcony 



staircase 

24 Months 

January 2009-2011 

State Bank of India- 


19 house 

190 house 

Rs.20.33 Lakhs – 10.10% 

5.80 sqm 

3.60 sqm 

5.80 sqm 

2.84 sqm 

25.11sqm 

--

335 





wall. 

-- 


11. i) Density (DU / Hectare) 74 sqm 



Yes 



Yes 



been taken? 

No 




42.25% 


28.40% 

Open spaces 

18.25% 


5.50% 

Any other 

5.60% 



such as 

• TCPO 

Yes 


Yes 








been adopted? 

Yes 



Yes 

17. Schedule of rates adopted ( year) PWD–Schedule of rates-2008-09 



DU? 

Yes 

19. Whether the cost of internal plumbing / 


DU? 

Yes 


20.A. Total infrastructure cost and % of total 32.50 Laksh - / 20.50%

336 

project cost 











been provided 





iv) work shed 




ii) whether municipal water 




iii) whether there is provision for 


iv) Reason why the community 



tanks inside each Dus? (in 




ii) Whether the municipal sewer 

line available in vicinity? If no, 

type of sewerage system 

proposed? 





not? If not, is proposed in 

No 

Yes 

Rs.25.00 

1.00 sq/k 

with in slum area and surroundings 

in limit no facilities So proposed 

No 

No 

Rs.2.50 Lakhs 

Yes

337 

DPR 



Whether connectivity with the 








ii) Whether the following 


iii) street lighting of internal 

roads/ 

iv) pavements 

v) 5- wire distribution line along 

with the street light 

vi) c) Local sub station/ 

transformer, if not, reasons 

have been recorded in DPR 

or Not? 



Distance from land fill 

Whether there is provision for 


segregation? 


other central / state programme 


i) Whether proposed with in 

the site 

ii) If not, does it exist in the 

vicinity 

iii) If not, is it proposed in the 

vicinity 

iv) If in the vicinity, Distance 

from the site 




Yes 

No 

No 

No 

2 Km 

No 

Yes 

No 

0.40Kms 

-- 

--

338 

convergence. 


i) whether proposed with in 

the site 

ii) if not, does it exist in the 

vicinity 

iii) if not, is it proposed in the 

vicinity 

iv) if in the vicinity, distance 

from the site 



convergence 





scheme etc. 

ii) Expenditure involved, item 

wise 


convergence 


any) 









of. 



No 

Yes 

No 

0.50 Km 

-- 

-- 




SHG 

23.E. Project implementing mechanism ULB 




Concrete.

339 







ii) Cutting filling soil is required or 

not 

iii) High flood level of area is 




v) The plot is on filled up soil or 

not 


not 




viii) Bio metric survey is carried out 





Yes 

No 

No 

Yes 

No 

No 





5. Estimates 





10. Socio Economic survey 


No 


of this project

340 

Belongs to state Government 

Belongs to urban local body 

Belongs to individual beneficiary 

Patta 

Own / Patta (Leased) 





Telephone no : 04258-226261 




Address : 

Fax No : 


:(R) 

Mobile No : 

E-mail :

341 

CERTIFICATE 

ANNEXURE – A 

It is certified that in relation to the DPR submitted for the project “Title 

INTEGRATED HOUSING AND SLUM DEVELOPMENT PROGRAMME” by the Urban Local 

Body of Dharapuram Municipality 

The following requirements have been met: 

Sl. 

No 

1. More than 75% of the houses. located in the project area, have a plinth area of more 

than 25.11 sq.mts and they are being built through one of the following Central/ State 

Subsidy Schemes. 

Name of the 

Programme 

1 Integrated Housing 

and Slum 

Development 

Programme 

No.of 

dwelling 

Units 

built 

No. of 

dwelling units 

having plinth 

area of 25.11 

sq.mt or less 

No.of dwelling 

units where 

plinth area is 

more than 

25.11 sq.mt 

not less than 

45 sq.mt 

Project 

cost 

(Rs. in 

Cross) 

188 -- 188 201.16 

Remark 

s if any 

2. The State Level Steering Committee (SLSC) / State Level Co-ordination Committee 

(SLCC) has approved the instant project proposal of infrastructure in its meeting held on 

------------------------ 

3. The Estimates have been prepare as per current SOR along with current cost index and 

estimate have been signed by the Chief Engineer of the ULB’s/ State

342 

4. The multi – purpose community centre makes appropriate provision for education, 

specially for non-formal education, primary health facilities, space for holding meetings of 

thrift and credit groups for promoting social security and work sheds / informal market 

places for supporting livelihood or urban poor. 

5. Socio- economic survey of slum pockets reflected in detailed project report have been 

carries out. 

6. The list of beneficiaries along with bio-metric identification is enclosed with DPR and 

has also been displayed in the website and urban local body and state level agencies 

(name of the website) 

7. Beneficiary covered under project will be provided security of tenure through guarantee 

tenancy/ owner ship rights.

343 


IHSDP 

CERTIFICATE 

Certified that the community hall is now proposed within a distance of 

1.50 km to the 1) Kamarajapuram 2) Roman catholic street 3) Tiruppur Road 

4) Nehru Nagar slum peoples will utilize the above community hall.

344 


IHSDP 

CERTIFICATE 

Certified that all the Dwelling Unit in the proposed slums have accessibility 

to the Roads and Lanes.

345 


IHSDP 

CERTIFICATE 

Certified that the Kamarajapuram Dwelling Unit in the proposed slums have 

accessibility to the Under Graund Drainage.

346 


IHSDP 

CERTIFICATE 

Authenticated copy of sanctioned layout plans, building design drawings, 

technical approval of cost estimates and sanction letter issued by the 

Competent Authority would be submitted before implementation. 

For ensuring structural safety aspects of the buildings in the project have 

been designed as per the requirements of National Building Code. 

Undertake to execute the works sanctioned under IHSDP with due adequacy 

and correctness of design, quantity calculations in conformity to the 

proposed planning without any deviation. 

It is confirmed that the detailed estimates prepared are based on the latest 

SOR and necessary technical and administrative sanction has been necessary 

technical and administrative sanction has been obtained as per State PWD 

code.

347 

Checklist for Final DPR of BSUP / IHSDP projects under JNNURM. 

Project Name : IHSDP 

Town / City & District : Dharapuram , Erode. 

State : Tamilnadu 

Implementing Agency : Commissioner, 

Dharapuram Municipality. 

SLNA : Director of Municipal Administration 

6 th Floor, Ezhilagam ,Chepauk, Cheenai. 

Project Cost : Rs.359.66 Lakhs. 

Additional Central Assistance : Rs.247.12 Lakhs. 

Sl.No Description Yes / No Comments 

if any 

1 Technical and Administrative Checklist signed by 

Implementing and State Level Nodal Agency 

Yes 

2 Socio – Economic survey details in the DPR Yes 

3 List of Beneficiaries Yes 

4 Project cost and ACA as per Approved CSMS / 

CSC minites 

5 Land availability and possession documents in the 

DPR 

Yes 

6 Approved Layout plans and Buildings Design as 

per CSMS / CSC to scale 

Yes 

7 Estimates authenticated as per State PWD code / 

order 

Yes 

8 Copy of SLSC and SLCC Minutes indicating no.of Yes 188 New 

Yes

348 

Dus & Project cost in the DPR. Houses .Rs.1.07 

Lakhs per Unit. 

9 Observations of CSMC / CSC complied with and 

incorporated complied with and incorporated in 

DPR. 

Yes Enclosed 


CERTIFICATE 

The costs of Estimate for this project work are with in the designated 

power of the Municipal Engineer Grade – II as per the G.O. M.S.No: 38.DMA & 

TWAD Board (CMA – 3).Dated.31.01.2008. 

Grade – II. 

Hence the cost of work is been Authenticated by Municipal Engineer

349 


CSC MINUTES OBSERVATIONS 

Si.no CSC MINUTES OBSERVATIONS Action taken 

1 SLCC has approved the project Yes, SLCC Approved the Project 

2 Elected Local body is in 

existence. 

Yes 

3 Agency had carried out socioeconomic 

survey in all 4 covered 

slums in first phase. Proposal in 

insitu development for slum 

dwellers 

Yes 

4 The beneficiaries have been 

identified properly. Beneficiary 

contribution is taken as 

Rs.30000/-. 

Yes 

5 The ratio of housing and Yes, one bed room, one kitchen 

infrastructure is 55.93%:44.07% room, and hall and Separate toilet 

of project cost 

bath room has been proposed. 

6 The present proposal envisages 

construction of 188 new dwelling 

unit with carpet area of 25.11 

sq.m/du. The provision for basic 

infrastructure facilities are also 

taken up. 

All beneficiary having own patta. 

7 Agency has stated that all 

beneficiaries are having pattas. 

Yes, Beneficiary having own patta. 

8 To the scale layout drawing & 

services plans of the slums sites 

proposed needs to be furnished. 

Yes 

9 The cost estimates are based on Yes, PWD, TWAD, Highways, SOR 

PWD & TWAD and highways 

Deptt. SOR 2008-09. 

2008-09 

10 The proposed project duration is Project duration as per CLSC

350 

24 months. recommended -18 months

DHARAPURAM MUNICIPALITY ERODE DISTRICT TIRUPPUR ...

Create successful ePaper yourself

Delete template?

Save as template?