e-tender specification b1 tender (percentage rate) · · 2017-07-10e-tender specification b1...

e-Tender Specification

B1 Tender (PERCENTAGE RATE)

Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist-

Jalgaon

FOR

MAHATMA PHULE KRISHI VIDYAPEETH,

RAHURI-413 722, DIST-AHMEDNAGAR

Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon

I N D E X

SR. NO. C O N T E N T S PAGE NO.

1. Brief Tender Notice 2. Detailed Tender Notice 3

Post Qualification Criteria for the Contractor 4. General Description and Scope of Work 5. Printed B-1 Agreement Form 6. Tender for Works 7. Schedule ‘A’ 8. Conditions of Schedule ‘A’ 9. Price Variation Clause

A) Conditions and Additional General Specifications

10. B) Special Condition During Work till completion of Work C) Additional Special Conditions Bituminous works. Detail item wise Specifications.

11. Manner of Submission of Tender an accompaniments for Electrical work.

12. Summary 13. Schedule ‘B’ for Civil & Electrical Works 14. Drawing

1 to 2

3 to 5

5-40

40-44

45-68

68-72

73

74-78

79-85

86

Mahatma Phule Krishi Vidyapeeth, Rahuri

MAHATMA PHULE KRISHI VIDYAPEETH, RAHURI-413 722,

DIST-AHMEDNAGAR Office of the University Engineer

Phone (02426) 243 272, 243235 (Office), 243601 (fax), No. MPKV/WRK/TC/1119 /of 2017, Dated : 07 /07/2017

e-TENDER NOTICE No-5

The University Engineer invites online e- tenders in B-1 form from the reputed contractors in appropriate class registered in state PWD/Central PWD/Military Engineering services and Railway Department for the works of Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon

Sr. No

Name of work Approximate Estimated cost.

(Rs.Lakh)

Earnest money Deposit

(Rs.)

Total SECURITY

DEPOSIT (5%) (50 % cash + 50 % through bills)

Completion period

Cost of blank

tender form (Rs.)

Class of Registration

1 Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon

2095.72

20,95,724.00

1,04,78,620.00 24 Calendar

Months.

25,000/- Class 1-B

Time Table for e-Tendering

Sr. No Mahatma PhuleKrishi

Vidyapeeth Stage Contractor stage From Date & Time Date & Time up to Envelope /

Remark

1 To publish e-tender --- 10/07/2017 from 15.00 Hrs.

10/07/2017 up to 15.00 Hrs.

---

2. --- Downloading e-tenders

10/07/2017 from 15.01 Hrs.

04/08/2017 up to 17.15 Hrs.

Technical and commercial

envelope

3. --- Preparation of e-tenders

10/07/2017 from 15.01 Hrs.

07/08/2017 up to 17.15 Hrs.

As above

4. To close Technical and financial Bid.

--- 07/08/2017 from 17.16 Hrs.

09/08/2017 up to 17.15 Hrs.

As above

5. --- Submission of e-tenders

09/08/2017 from 17.16 Hrs.

12/08/2017 up to 22.00 Hrs.

As above

6. Opening of Technical Envelope

--- 14/08/2017 from 10.00 Hrs.

14/08/2017 up to 17.15 Hrs.

Technical envelope

7. Opening of commercial envelope

--- 16/08/2017 from 10.00 Hrs.

16/08/2017 up to 17.15 Hrs.

commercial envelope

8. Pre Bid meeting 21/07/2017 from 15:30 Hrs.

1.The interested contractors shall download e-tenders and to participate e-tendering procedure, by using website Portal https//maharashtra.etenders.in. / Sub portal :ADF / Location: Mahatma Phule Krishi Vidyapeeth, Rahuri.

2. The interested contractors shall have enrollment with above website and have digital signature certificate. In this regard if there is any quarries, they may contact telephone number of M/s. Sify Technologies Ltd. Nextender (India) Pvt. Ltd., Mumbai. On 020-25315555 / 25315556 (Pune), 3. The contractors will have to pay Rs. 1063.00 as a downloading charges of e-tenders for each work directly to the Sify Technologies Ltd. Nextender (India) Pvt. Ltd., Mumbai. 4. The interested contractors will have to submit all required documents i.e copy of valid registration, PAN No & TIN No. etc. with Earnest money Deposit, cost of blank tender form online. 5. The offer will be valid for 120 days from the date of opening of the tender 6. The other terms and condition are available in e-tender form available on above website. 7. The authority reserved the right to reject any all tenders So, received without assigning any reason and no explanation can be demanded for the rejection of the offer by the person / firm making tender. 8. The office is not responsible for postal delay if any. 9. Price escalation will be given. 10. Presence of the contractor or his representative is essential for tender opening otherwise there tender will not be considered. 11. As per G.R. C.A.T..2017 /¹ãÆ.‰ãŠ.8/ ƒ.½ãã.2 Dated :12/04/2017 the additional security deposit in form of D.D. in favor of Comptroller.

MPKV, Rahuri. for below rate should be given.

12. The date of opening of commercial envelop is tentative and subject to change as per date and time finalized by Hon’ble Vice Chancellor, MPKV, Rahuri. 13. Post Qualifying Criteria is applicable, Those contractors Qualified in the post qualification criteria there commercial envelop will be opened. Commercial envelop of those contractors which are not qualified for post qualifying criteria will be not open.

Sd/-

University Engineer

MPKV, Rahuri.

NOT TO BE PUBLISHED – Copy fwcs to : The Editor, The India Express, Loksatta, with a request to publish the above tender notice in your newspaper in one insertion in minimum space. The bill of the same may please be forwarded in TRIPLICATE in the name of the University Engineer, MPKV, Rahuri for payment. Copy fwcs for information to : 1) The Dean, F/A MPKV, Rahuri 2) The Director of Extension Education, MPKV, Rahuri 3) The Director of Research, MPKV, Rahuri 4) P.A. to Hon. Vice – Chancellor, MPKV, Rahuri 5) The Registrar, MPKV Rahuri. 6) The Comptroller, MPKV Rahuri. 7) Nodal officer, Agril. College, Muktainagar, Dist- Jalgaon 8) Associate Dean, A.C. Dhule 9) P.A.O./APAO MPKV Rahuri.

Copy for necessary action to: 1) Dy. University Engineer, MPKV, Rahuri. 2) Assistant Engineer, MPKV, Rahuri 3) Er. R.S. Thakur , Sectional Engg (Civil). A.C. Dhule. 3) Er. A.D. Badhe, Sectional Engineer (Ele.) , A.C. Dhule 4) Cashier/ Superintendent 5) Tender Clerk 6) Drawing Branch 7) Notice Board of Works Branch, MPKV, Rahuri.

:

Copy for necessary action to: 1) The I/C Officer ARIS, MPKV, Rahuri. He is requested to publish to above tender notice on MPKV website. 2) The Director of Communication, MPKV, Rahuri


DETAILED TENDER NOTICE TO CONTRACTORS

1.1 The University Engineer invites online e- tenders in B-1 form from the reputed civil

contractors for the following works of Construction of Buildings and infrastructure facilities for

Government Agriculture College at Muktainagar, Dist- Jalgaon

1. Name of work

: Construction of Buildings and infrastructure facilities

for Government Agriculture College at Muktainagar,

Dist- Jalgaon

:

2. Cost of each Tender Form : Rs. 25,000.00

3. Estimated Cost of Work : Rs

20,95,72,415.00

4. Earnest Money Deposit 1% : Rs. 20,95,724.00

5. Initial Security Deposit 2.50% : Rs. 52,39,310.00

6. and further security : Rs. 52,39,310.00

Deposit to be deducted from bills 2.5 %

7. Last date and time up to :

will be issued:

8. Pre-Bid Conference will be held on 21/07/2017 at 15:30 hours at Rahuri in the

office of the university Engineer.

9. Date and time of receipt 07/08/2017 time 17.15

10. Probable date and time 16/08/2017

of opening of commercial envelope tender.

11. Validity period : The Offer of the contractor shall remain valid For 120 days from the date of opening Envelope No.2

12. The tender notice shall form a part of the contract agreement. 13. The tenders are invited on the Departmental design only.

14. The tenderer is firm or company shall in their forwarding letter mention the

names of all the partners of the firm or the company (as the case may be ) and

the name of the partner who holds the power of attorney if any, authorizing him

to conduct transactions on behalf of the firm or company.

15. Right is reserved to revise or amend the contract documents full or part thereof

prior to the date notified or amended for the receipt of tender. Such deviations/

amendments if any shall be communicated in the form of corrigendum or by a

letter as may be considered suitable. 16. Right is reserved to reject any or all tenders without assigning any reason thereof.

Signature of Contractor No. of Corrections University Engineer

Mahatma Phule Krishi Vidyapeeth, Rahuri - 3 -


(2) EARNEST MONEY:

2.1 Earnest money of Rs.20,95,724/- along with the tender should be in the shape

of Online Payment mode, 2.2 Tender of those who do not deposit earnest money in one of the acceptable

forms shall be summarily rejected. 2.3 The amount of earnest money will be refunded to the unsuccessful tenderer on deciding

about the acceptance or otherwise of the tender or on expiry of the validity period

whichever is earlier. In case of the successful tenderer it will be refunded on his paying the

initial security deposit and completing the tender documents or will be transferred towards

a part of security deposit to be paid after awarding of the work. If successful tenderer does

not pay the security deposit in the prescribed time limit and complete the agreement bond,

his earnest money deposit will be forfeited to MPKV, Rahuri.

(3) TENDERING PROCEDURE:-

3.1 Issue of Bank tender forms :-

Blank tender forms available on website https://adf.maharashtra.etender.in 3.2 Pre Tender Conference : -

3.2.1 A pre -Bid Conference open to all prospective Tenderers will be held at Rahuri

on 21/07/2017 at 15:30 hours in the office of the University Engineer, MPKV,

Rahuri where in the prospective tenders will have an opportunity to obtain

clarifications regarding the work and the tender conditions. 3.2.2 The prospective tenderers are free to ask for any Additional information or

clarification either in writing or orally and the reply to the same will be given by

the University Engineer, M.P.K.V. in writing and this clarification referred to as

Common set of conditions shall form part of tender documents and which will

also be common and applicable to all tenders. 3.2.3 The tender submitted by tenderer shall be based on the clarification, Additional

facility issued {if University Engineer M.P.K.V, Rahuri any ) by the Department and

this tender shall be un conditional. Conditional tenders will be summarily rejected. 3.2.4 All tenders are cautioned that the tenders containing any deviation from the

contractual terms and conditions, specifications or other requirements and

conditional tenders will be rejected.




3.3 Manner of submission of Tender and its accompaniments :-

Tender to be submitted in Online only.

Envelope No. 1 (Documents):- Technical Data. (post Qualification Criteria Documents.)

The first envelope clearly marked as Envelope No.1 shall contain the following documents

1. The University Engineer invites online post Qualification Documents for

prescribe work. Registered civil contractors in appropriate class registered

in state PWD/Central PWD/Military Engineering services and Railway

Department can apply for the above said work at Muktainagar. Time table

for e-Tendering post qualification procedure, by using website Portal

https//Maharashtra. e-tenders.in.

2. The interested contractors shall have enrollment with above website and

have digital signature certificate. In this regard if there is any quarries,

they may contact telephone number of M/s. Sify Technologies Ltd.

Nextender (India) Pvt. Ltd., Mumbai. On 02025315555 / 25315556 (Pune),

Mobile No. 8879656082.

3. The interested contractors will have to submit all required documents i.e

copy of valid registration, PAN No & TIN No. with Earnest money Deposit,

Three year balance sheet, Educational Building work experience certificate

etc. In the office of the University Engineer, MPKV, Rahuri. Before one day

of date for Technical opening the tender. Otherwise he shall not consider

for online post qualification procedure. Blank post-qualification forms are

directly downloaded from e-tender portal.

4. The other terms and condition are available in post-qualification

documents.

5. The authority reserved the right to reject any or all PQ Documents

received without assigning any reason and no explanation will be given

for rejection of the offer by the person / firm making post qualification

documents. 5

6. The office is not responsible for postal delay if any.

7. Presence of the contractor or his representative is essential for post-

qualification opening otherwise there documents will not be considered.

8. The date of opening of Post-qualification documents is tentative and

subject to change as per date and time finalized by Hon Vice Chancellor,

MPKV, Rahuri.

9. The Joint Venture is not allowed.

post Qualification Criteria for the Contractor

1) The Contractor should have registered with PWD as a class 1 -B

Contractor. In addition to above, the Contractors should have a long &

good standing in the business. The desirous Contractor must produce

the firm’s resume and also the list of large scale works carried out in

last five years.

2) The desirous contractor must have executed a single similar type of

work of any institutional building for any Government/Semi

Government organization costing not less than Rs. 60 % of tender cost

i.e. Rs. 12.57 Crores cost (Similar type of work done means its area

11,000 sq.m. with execution of civil and electrical work)

3) The contractor should achieve an maximum annual turnover of more

than Rs.7.85 Crores for last Three Years. The contractors who can fulfill

this condition can only apply. They must produce the documentary

evidence to prove their ability in this regard with IT Clearance

certificate.

6

The desirous contractors must be well equipped with the required machinery

like JCB, Dumpers, adequate Centering & shuttering material with marine

plywood & steel plates , Concrete weigh batch mixers, Vibrators, Vacuum pads

for Tremix treatment and also with all the modern tools & plants required. The

Contractor must provide the list of Tools, Machinery, Plants which is going to be

engaged for construction at site till the Completion of the said activities.

T

The desirous contractor must have skilled Labours, experienced and well qualified supervisory staff and other administrative staff. The contractor must give the list of their key-personal and the name of the staff and their qualification with bio-data who will be engage permanently at the site till the completion of the work with PTR/PTR Certificate and its recent challen.

4) Bid Capacity of contractor should be more than project cost.

5) Should not have incurred any loss in more than three years during the last five

years ending 31st March 2017.

6) Solvency certificate of amount equivalent to 50% of the estimated cost should be

issued by nationalized bank/ scheduled bank and shall be valid for period of One

year. Solvency Certificate issued should not be earlier than 03 (Three) months

prior to date of bid submission.

7) Net cash accruals from operations for each of the last Three financial year shall be

at least Seven Crores INR positive as certified by Chartered Accountant.

8) No corporate debt restructuring in process and /or no unresolved debt

restructuring issues with the Banks/ Institutions as of 1 month before the

application due date. A Chartered Accountant Certificate in this regard shall be

furnished with the Application.

9) In possession of “No default certificate” from bankers in respect of Loans availed.

Bidder shall have at least 10 years’ experience in Institutional work.

Age of organization shall not be less than 10 Years.

10) Scan copy of a valid VAT registration certificate and latest VAT clearance

certificate for FY 2016-17 from Maharashtra State Sale Tax Department

11) Scan copy of Valid Professional Tax Registration certificate in form PT/R/ & PT/E

under section (I) & (II) of section 5 of Maharashtra State Tax on Profession, Trade,

Callings and employment Act,1975, rule 3(2) & 4 (4) from the Professional Tax

Officer of the concerned District in Maharashtra. The Professional tax clearance

certificate for FY 2016-17 and List of Employees duly attested by the Professional

tax officer shall be enclosed.

12) Certificate of Registration for Sales tax/VAT and acknowledgement of up to date

filed return if required.

13) Certificate of Registration for Service Tax and acknowledgement of up to date

filled Return

14) Limit of minimum reserve/Assets (Immovable And Movable)

(Affidavit to this effect shall be furnished along with valuation report from Govt.

approved valuer) Rs. 80.00 lakhs – 80% of minimum reserve shall be in the form

of immovable property.

Satisfactorily executed in any one year, out of last 3 years preceding 31st March 2017

the following minimum quantities of work:

Sr. No

Item Quantity Unit

1 Reinforcement steel 600.00 Metric Tone 2 Brick Works 3000.00 Cubic Meter 3 Flooring/Dado 19000.00 Square Meter 4 Reinforced cement concrete works 3800.00 Cubic Meter 5 Plaster 42000.00 Square Meter 6 Painting 42000.00 Square Meter 7 Excavation 13000.00 Cubic Meter 8 Waterproofing 3800.00 Square Meter 9 Doors and Windows 2100.00 Square Meter

10 Tar road works Rs.120 lakhs 15) Plant & Machinery:

i) Fully Automatic Microprocessor based programmable logical control (PLC) with

SCADA Enabled Concrete Batch Mix Plant of minimum 30 cum/hr capacity ii) Concrete Pumps with piping iii) Mobile Tower Crane 50 M cap iv) Transit Mixer- 03 Nos v) Sand Screening cum Washing Unit electrically or diesel operated 4/6 Cubic Metre

per hour capacity. vi) Fully Automatic Compression Testing Machine (CTM) for the testing cement mortar,

concrete at the site, linked with "SCADA" etc. 2000 Kn cap vii) Excavator with Hyd. Breaker viii) Vibratory Compactor/Walk Behind roller- 2 Nos ix) Core Cutting Machine x) Electrical generator 250 KVA – 1No xi) Water tanker 10,000 liter capacity – 2 Nos. xii) Tipper / Trucks – 4 Nos xiii) Concrete conveying trolley – 3 Nos xiv) Bar bending / cutting machine – 3 Nos xv) Site inspection vehicle (Jeep/ car) – 2 Nos.

As per PWD Norm - Additional security Deposit for Plant & Machinery established or installed at site within 15 Days of issue of work order

8

TECHNICAL PERSONS REQUIRED AS BELOW

1) Project Manager : 1 No. B.E. Civil or graduate in Civil

Engineering with 15 Yr experience

2) Sr. Engineer : 2 Nos. B.E. Civil or graduate in Civil

Engineering with 10 Yr experience

3) Quality Engineer : 1 No B.E. Civil or graduate in Civil

Engineering

with 7 Yr. experience

4) Site Engineer : 2 No Diploma Civil Engineering

with 7 Yr. experience

5) Supervisor : 2 No. ITI Civil Draftsman or same

6) Clerk : 1 No. Graduate

F) The contractors who fulfill the above conditions, must produce their valid

PAN CARD, Statement of latest Income Tax returns, Balance sheet for last

three years, Maharashtra Value added Tax number, ESIC registration

certificate, PPF certificates, etc.

G) In addition to above the contractor must give the list of the works in hand

& their probable dates for completion.

H) The contractor may produce any other IMPORTANT documents,

certificates, excellence awards for outstanding works executed in near

past. 9

J) Affidavit on 100/- Bond paper regarding to correctness and true of

document

K) Financial Provision For this project details

L) Division wise Payment Received in last 3 financial year statement

M) Statement Showing Bid Capacity of the Contractor

N) Pan Card, CA Certified Last three Year IT Return, VAT, SALE TAX

Certificates

9

16) Give details regarding Work Methodology, Quality Maintains, Testing & safety

measures & give detail work program with milestone in MS PROJECT Bar Chart & CPM

Chart

The contractor should submit the required information as per attached formats.

10

FORM No 1

List of Works tendered for and in hand as on the date of submission of this

tender

No. Name

of

Work

Place or

Country

Works in Hand Works tendered for

Tendered

Cost &

date of

work

order

Cost of

remaining

work

Anticipated

date of

Completion

Tendered

cost

Date

when

decision

is

expected

Stipulated

date of

period of

completion

Remarks

1 2 3 4 5 6 7 8 9 10

FORM No. II

List of plant and machinery immediately available with the Tender for the work.

Sr. Name of

Machinery

No of

Unit

Kind &

Make

Capacity Age &

Condition

Present

Location

Remark

1 2 3 4 5 6 7 8

FORM NO. III

Details of work of similar type and magnitude of the work carried by the

contractor.

Sr. No

Name of

Work

Cost of

work

Date of

starting

Stipulated

date of

completion

Actual date

of

completion

Remark

1 2 3 4 5 6 7

FORM NO. IV

Details of Technical Personnel available with Contractor

Name of the tenderer- ------------------------------

15

Sr. No.

Name of

Work

Qualification Whether

working in

field or in

office

Experience of

execution of

similar works

Period for

which the

person is

working with

the tenderer

Remarks

1 2 3 4 5 6 7

FINANCIAL STATEMENT

1. Capital

A) Authorized :

B) Issued and paid up :

2. A) Date of Incorporation of the firm :

B) Duration of existence of the firm :

3. Furnish Balance sheet and profit and Loss

statement with Auditor's report

For the last years, it should interlaid with

The following information.

1) Your working Capital :

2) Your turnover on Civil Engineering Works :

Amount of

Amount of turnover brought to

Year as

current Financial level (by

Turnover Multiplying

stated in multiplying amounts in Col. 2 by

Annexure-A during the year Factor factors given in Col. 3

(Rs. in Lakhs) (Rs. In Lakhs)

2014-15 1.2

2015-16 1.1

2016-17 1.0

16

III) YEARS GROSS INCOME (Rs. in Lakhs)

Sr.No. Year Gross Income

(Rs. In Lakhs)

1 Vth year

2 IVth year

3 IIIrd.year

4 IInd year

5 Ist year

4. Total liabilities

A) Current Ratio

1) Current Asset

2) Current liabilities

B) Total liabilities to net worth

5. Debt equity ratio (Defined as Debt / Equity)

6. What is the maximum value of the Project that you can handle?

7. Have your ever denied tendering Facilities by the Govt. Department,

Public sector undertaking (Give details)

8. What are your sources of finance? (Please give complete details, Bank

reference also)

9. Certificate of financial soundness from bankers of applicants.

10. Furnish the following information for last Five years (duly certified

by the Respective Banks)

A) Bank guarantee limit enjoyed by the Firm during each of the last five

year with

Bank wise breakup. 17

B) Portion of Bank guarantee already utilized as on date of application.

11. Overdraft limit enjoyed during each of The last five years with Bank

wise Breakup.

12. Name & Address of bankers from whom Reference can be obtained

13. Have you ever been declare bankrupt? If yes give details Certified

that above information true & correct to the best of my knowledge &

belief.

Date:

18

RESOURCES : PERSSONAL

1. Details of Board of Director:

A) Name of Directors:

B) Organization:

C) Address:

2. Details of Technical Key Persons Available with Company with documentary

evidence (PTE & PF recent Challan) as well as their designation and roll with

resume.

Certified that above information true & correct to the best of my knowledge & belief.

EQUIPMENT DETAILS

Details of plants and equipment by the applicant which shall be used for construction of work

Separate information for each type of equipment, supply colored photograph of the each machine which is costing more than Rs. 10 lakhs)

Certified that the above information is true & correct to the best of my knowledge & belief.

Signature of contractor

19

MACHINARY ESSENTAIL FOR THE WORK

Details of Additional Plants and Equipment’s which shall be Procured by the Applicant for this work in the Following Proforma.

Names of Output in

Type of Number of works on tonees of

Works in

which Location mix per

Machinery Unit hand.

deployed at

day or per

present hour

1 2 3 4 5 6


Signature of Contractor

20

STRUCTURE AND ORGANISATION

1) Name of Applicant:-

2) Nationality of Applicant:-

3) A) Registered office Address:-

Telegraphic Address

Telephone Address

Telex Number

Fax Number

B) Office address for Correspondence

4) A) Year established when where & legal name as formed individual/firm

B) Class of registration with Govt. Maharashtra

5) Whether the applicant

a) An Individual

b) A proprietary firm

c) A limited company or corporation

d) A member of group of companies (if yes give name, address,

connection and description of other companies)

e) A subsidiary of large organization (if yes give name address of the

organization) if the company is subsidiary what involvement if any will

be parent company have in the project

6) Attached the organization chart showing The structure of

the organization including the position Of the directors

7) What best describe you

a) Engineers and Contractors 21

b) Consulting Engineers and contractors

c) If other please specify

8) Number of years of experience

a) As a prime contractor

1) In own country

2) Internationally

9) How many years has your organization Been in business under your

present name? And What were your fields when your established

your Organization?

10) Where you required to suspend construction for A period of more

than six month continuously after You started? If so the reason there of

11) Have you ever failed to complete any work Awarded to you (if

so which where & why)?

12) In how many projects you asked for arbitration After rectification

(if so when where & why)

13) In how many projects you were imposed Penalties for delay?

14) Have any key personnel of partner of your Organization every failed

to complete the Constructions contract & laid in his own name

15) Have any key personnel of partner of your Organization every failed

to complete the Constructions contract & laid in his own name

16) In what fields do you claim specialization & are interested to work?

17) Give details of your experience in modern Concrete technology &

work for manufacture

18) & quality control.

19) Give details of your material testing laboratory & mobile

Laboratories 22



23

ADDITIONAL: INFORAMATION

1. Any further information

Which the Applicant considers relevant In regard to his capabilities

2 Please give brief note indicate

How the applicant considers himself

Eligible for prequalification for the work



24

Statement Showing Important Items Completed by the Contractor in any One Year of last three years.

Please Note down the Year :______________________

Total

Descriptio Minimu

Quantit

Sr. n of Wor Wor Wor Wor Wor & y of

m Remark

No important K k k k k Soo Each

quantity s

. items required No.1 No.2 No.3 No.4 No.5 n item at

completed Sr.No.1

to 7

1 2 3 4 5 6 7 8 9 10 11



25

Statement showing work done in all classes of Civil Engineering Construction works during last three year

Name of Tenderer

:_________________________________________________

Amount of work done

Amount

Of

during each of last

work still

Date of

three

remainin

Nam Name Cost

Award years (Rs. in lakhs)

Sr.

G

e of of Put to Agreeme of

Remar

No

to be

Work Divisio Tende nt no. Contrac k

. s n r

t if

executed

2014- 2015 2016 2017-

award

-15 -16 -17 2018

(Rs. In

lakhs)

1 2 3 4 5 6 7 8 9 10 11



26

(On letter head of bank)

SAMPLE FORMAT FOR EVIDENCE OF ACCESS TO OR AVAILABILITY OF CREDIT

FACILITIES

This is to certify that M/s……………………………………………. is a reputed

company with a good financial standing.

If the contract for the work, namely …………………………… is awarded to the

above firm, we shall be able to provide overdraft/credit facilities to the extent

of Rs……………….. to meet their working capital requirements for the above

contract.

Sd/-

Name of Bank

Senior Bank Manager

Address of the bank

27

Time Limit

Time is essence of the project. The work must be completed in 24

calendar months in all respect from the date of issue of work order.

The Rights of the Employer.

The Employer and the Architect Reserve the right to issue the Tenders to

selected contractors or reject any or all the Post-qualifications without

assigning any reason there off.

Submission of Post-qualification Form :-

All documents as mention is pack in Envelop sealed Data are submitted by

online only. The tenderer should ensure that their Post qualification is received

by only on website of M.P.K.V., Rahuri before the expiry of the date and time.

No delays on account of any cause will be entertained for the late receipt after

the date and time is over will either not be accepted or if advertently accepted,

will not be opened. This office will not responsible for online delay.

Physically Submission :- All documents with Attestation must reach to the

office of The University Engineer, MPKV Rahuri, Dist Ahamadnagar on or

before 05/ 06/2017 up to 17:00 hrs. The documents reaching after this time

will not be accepted.

Opening of Post-qualification Documents :

On the date specified in the Post qualification documents following procedure

will be adopted for opening. Envelope of the Postqualification will be opened to

verify its contents as per requirements. If the various documents contained in

this envelope do not meet the requirements of the Departments a note will be

recorded accordingly by the opening authority.

28

Acceptance of Contractor

The acceptance of Post-qualification may be communicated to the contractor

telegraphically or by mail or otherwise either by the tender opening Authority or

any Authority in the Department including M.P.K.V.

The dates of issue and Submission of the guide lines.

The guide line to submission of Post-qualification of contractors will be issued

from Applications Forms are available at the www.maharashtra.etender.co.in

29

SUMMARY QUESTIONERY

General Information

Notes for completion:

Please answer every question. Failure to do so may result in your application

being disqualified. If the question does not apply to you please write N/A; if

you don’t know the answer please write N/K.

30

A) Company Profile

1 Name of Company : Establishment year :

2 Address of Head Office : Regional Office :

Telephone No: Telephone No:

E-mail address: E-mail address:

3 Parent company details, if any :

4 Tie up with Indian / Foreign partner?

5 Give details of the legal status of the company e.g. Partnership, Limited

Company etc.

6 Please provide a brief description of your business and indicate what

services are provided

7 Under Any appropriate Indian / European Construction Industry Schemes,

please list those that relate to Tax Certificates & / or Registration or state:

Copy Enclosed? If none, please give reason why:

8 Please provide evidence of insurance for,

Employers Liability Insurance :

Public Liability (Third Party) Insurance

:

Professional Indemnity Insurance :

9 PF/ESI Details:

10

11 Financial Performance -

If annual reports are unavailable then please provide the following

information :

Turnover :

Profit before tax :

Current Liabilities :

12 State the approximate number of contracts completed within the past three

years in each range:

a) Under Rs.50,000,000

b) Rs.50,000,000 to Rs.200,000,000

c) Rs.200,000,000 to Rs.500,000,000

d) Above Rs.500,000,000

13 Provide a copy of your Organisation Chart –

Copy Enclosed?

14 State the approximate number of employees on a regular basis :

Managerial –

Technical –

Safety –

Quality –

QS –

Admin –

HR -

15 What type of work, if any, do you sub-contract?

16 Do you have in-house design capabilities?

If yes, for which functions (please describe):

17 Please list any professional bodies the company or the staff are members of

or registered with & provide details of numbers of personnel registered as

Professional

18 How do you manage training such that your employees are competent and

have the skills and knowledge for their work?

Is your organisation accredited to any People development institutions? Yes

or No?

19 Details of Three major Projects in Hand:

1.

20 Details of Three major Projects completed:

21 In-house Infrastructure/Equipment/Machinery details:

22 A brief enlistment of Architects with whom your organization has worked:

23 A brief enlistment of Project Management Consultants with whom your

organization has worked:

24 List any arbitration cases/ legal disputes on Current/ previous projects -

Mention name of project, reason for dispute, party filing the suit and

current status):

B) SAFETY HEALTH & ENVIRONMENT (SHE/HSE/EOHS)

25 Provide a copy of your company Health and Safety policy under which you

manage safety at work.

Date of last revision:

26 Please provide details of your company’s health and safety management

Procedures

Details enclosed?

27 State the name of the person in your company who has responsibility for the

management of health and safety:

Name: Tel :

Title:

Give details of the (Health & Safety) experience and qualifications of this

person:

28 Please include details of health and safety training given to all staff

(including managers, supervisors and, if appropriate, designers) in the last

Year

Details enclosed?

29 Provide an example of a recent Risk Assessment and Method Statement

Information enclosed?

30 Please provide the total number of accidents (including non-reportable)

sustained by your employees and the total man-hours worked:-

Last year This year to date

Accidents

Man-hours

31 Please provide details of your accident/incident investigation procedures

Information enclosed?

32 Give details of any accidents/incidents reported by, or on behalf of, your

company to the Indian Health & Safety Executives during the last three

years.

Details enclosed?

33 Give details of any formal notices issued or legal proceedings taken against

your company by the HSE in the past three years?

Details enclosed?

34 Please provide details of how you assess the Health and Safety record and

competence of companies with whom you place contracts.

Details enclosed?

34

C) QUALITY

35 Do you have a Quality Policy:

Copy enclosed?

36 Do you have a Quality Management System (QMS):

If no, do you have plans to do so?

Who reviews the QMS and what is the frequency:

37 Are you certified to ISO 9001 or other quality assured accredited schemes:

Copy of certificate enclosed?

38 If not ISO certified

Do you plan, carry out & document internal quality audits/ inspections:

39 Do you have customer-related processes including communication that

include:

Contract Review:

Notification/agreement of changes that impact on the customer (e.g.

changes in organization, contract / order requirements, use of or change in

subcontractor):

Customer feedback including complaints:

40 If not ISO certified

Do you have a procedure for correcting / preventing identified non-

compliances (audits, customer complaints etc) :

41 Do you have a procedure to select, assess and review suppliers capability to

meet your requirements :

Do you have an Approved Supplier List:

D) REFERENCES

42 Experience of Post Tension Concrete Construction- Yes/ No

Name the projects and its value in last 3 years.

Experience of working in and around Hilly/Tribal Area?

Name the projects and its value in last 5 years

43 Provide persons/organisations willing to provide a reference:

44 We hereby apply for inclusion on the register of Approved Contractors

Signed_________________________ Name :

Title Date:

a) Demand draft of earnest money deposit in the name of the comptroller, M.P.K.V.

Rahuri Certificate as a registered contractor with the Government of Maharashtra

as may be applicable. Earnest money exemption certificate is not accepted. b)


Envelope No.1 :

First of all, Envelope No.1 of the tender will be opened to verify its contents as

per requirements. If the various documents contained in this envelope do not

meet the requirements of the Departments a note will be recorded accordingly

by the tender opening authority and the said tenderer's Envelope No.2 will not

be considered for further action but the same will be recorded.

Envelope No.2 :-

This envelope shall be opened after opening of Envelope No.1, only if contents of

Envelope No.1 are found to be acceptable to the Departments, the tendered rates in

Schedule-B, of percentage above / below the Estimated rates shall then be read out.

Additional Security Deposit (D.D.) for below rate criteria should be attached in envelop

no 2.

3.6 Acceptance of tender

3.6.1 The acceptance of tender may be communicated to the contractor

telegraphically or otherwise either by the tender opening Authority or any

Authority in the Department including M.P.K.V. 3.6.2 The successful tenderer will be required to produce to the satisfaction of the

specified concerned authority, a valid and concurrent license issued in his

favour under provisions of the contract labour. (Regulations and Abolition ) Act

1970 before starting the work. On failure to do so, the acceptance of the tender

is liable to be withdrawn and earnest money forfeited. 3.6.3 The tenderer whose tender is accepted will have to give an undertaking in writing to the

effect the he /they will pay the labours engaged on the work, the wages as per Minimum

wages Act 1948 applied to the zone in which the work lies and act accordingly. 3.6.4 The contractor shall comply with the provision of the Payment of Wages Act 1936,

Minimum Wages Act 1948, Employees Liability Act 1938. Workmen's Compensation Act

1961, The Contract Labour (Regulation and Abolition) Act 1979 and any modification

thereof or any law relating thereto, and rules made there under from time to time.

3.6.5 The contractor whose tender is accepted is required to note that no foreign

exchange will be released by the Department. 3.6.6 The Contractor will have to sign the original copy of the tender papers and the

drawings according to which the work is to be carried out. The contractor shall

also have to give a declaration to the effect that he has fully studied the ,

plants, specification ; local conditions and availability of labour and materials

and that he has quoted his rates with the consideration to these factors.


Mahatma Phule Krishi Vidyapeeth, Rahuri 37 -


3.7 Security Deposit :

3.7.1 The successful tender shall have to pay 50% security deposit in cash or in DD

in favour of Comptroller, M.P.K.V. Rahuri and complete the contract documents

failing which his earnest money will be forfeited to MPKV, Rahuri. The balance

50% security deposit will be recovered from the R.A. Bills . 3.7.2 All compensation or other sums payable by the contractor under the terms of this

contract or any other contract or on any account may be deducted from his Security

Deposit or from any sums which may be due to him or may become due to him by

government on any account and in the event of the Security being reduced by reason

of any such above noted deduction the contractor shall within ten days of receipt of

notice of demand from the Engineer in charge make good the deficit. 3.7.3 There shall be no liability on the Department to pay any interest on the

Security Deposit by or recover from the contractor. 3.7.4 The Security Deposit shall be refunded after completion of defect liability period

prescribed for this contract in accordance with the provisions in Clause - 1 & 20

of the contract




DECLARATION OF THE CONTRACTORS

____________________ | /We hereby declare that I /We have made myself/ ourselves

thoroughly conversant with the Sub- soil conditions, the local conditions regarding all materials

( such as stone, murum sand etc.) and labour on which I/We have based my / our rates for this

work. The Specifications, conditions bore results and lead of materials on this work have been

carefully studied and understood by me / us before submitting this tender. I / We undertake to

use only the best materials approved by the University Engineer M.P.K.V. Rahuri or his duly

authorized assistant, before starting the work and to abide by his decision.

Sign. Of Contractor.


Mahatma Phule Krishi Vidyapeeth, Rahuri - 39-


GENERAL DESCRIPTION AND SCOPE OF WORK.

1. Name of work : Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon

2. Place of Work : Muktainagar

3. Nearest Railway Station : jalgaon

4. Nearest Bus Station : Mukatinagar

5. Nearest Airport Station : Aurangabad

6. Details of Work : The all building work to be constructed is RCC framed structure

The Total built up area is mentioned in drawings & the quantity of various items to be constructed is as per schedule B & E. See Drawings



FORM B -1 PERCENTAGE RATE TENDER AND CONTRACT FOR WORKS

MAHATMA PHULE KRUSHI VIDYAPEETH, RAHURI - 413722, DIST. - A'NAGAR .

General Rules and Directions for the Guidance of contractors.

1. All works proposed to be executed by contract shall be notified in a form of invitation to

tender pasted on a board hung up in the office of the University Engineer.

This form will state the work to be carried out as well as the date for submitting and opening

tenders, & the time allowed for carrying out the work, also the amount of earnest money to

be deposited with the tender and the amount of security deposit to be deposited by the

successful tenderer, and percentage, if any, to be deducted from bills. It will also state

whether a refund of a quarry fees, royalties, dues and ground rents will be granted. Copies

of the specifications, designs and drawings, estimated rates, scheduled rates and any other

documents required in connection with the work shall be signed by the University Engineer

for the purpose of identification and shall also be open for inspection by contractors at the

office of the University Engineer during office hours.

Where the works are proposed to be executed according to the specifications

recommended by a contractor and approved by a competent authority on behalf of

the Governor of Maharashtra such specifications with designs and drawings shall

form part of the accepted tender. 2. In the event of the tender being submitted by a firm, it must be signed by each

partner thereof, and in the event of the absence of any partner, it shall be signed on

his behalf by a person holding a power of attorney authorizing him to do so.

2 (A)

i) The contractor shall pay along with the tender the sum of Rs 20,95,725.00 (Rupees

Twenty lack Ninety five thousand seven hundred twenty five only… ) as and by way

of earnest money through online payment. The said amount of earnest money shall

not carry any interest what so ever. * Strike out which is not required. ii) In the event of his tender being accepted, subject to the provisions of sub clause (iii)

below, the said amount of earnest money shall be appropriated towards the amount of

security deposit payable by him under conditions of General Conditions of Contract. iii) If, after submitting the tender, the contractor withdraws his offer, modified the same or if after

the acceptance of his tender the contractor fails or neglects the furnish the balance of security

deposit without prejudice to any other rights and powers of the M.P.K.V. hereunder, or in law,

M.P.K.V. shall be entitled the forfeit the full amount of earnest money deposited




by him.

iv) In the event of his tender not being accepted, the amount of earnest money

deposited by the contractor, shall unless It is prior thereto forfeited under provisions

of sub-clause (iii) above, be refunded to him on his passing receipt therefore.

3. Receipts for payments made on account of any work, when executed by a firm should

also be signed by all the partners except where the contractors are describe in their tender

as a firm, in which case the receipt shall be signed in the name of the firm by one of the

partners, or any some other person having authority to give effectual receipt for the firm. 4. Any person who submit a tender shall fill the usual printed form stating at what percentage

above or below the rates specified in the Schedule 'B' ( memorandum showing items of work to be

carried out) he is willing to undertake the work. Only the rate or such percentage of al! Estimated

rated / Schedule rates shall be named. Tenders which' propose any alteration in the works specified

in the sad form of invitation to tender, or in the time allowed for carrying out the work, or which

contain any other conditions of any sort will be liable to rejection. No printed forms of tender shall

include a tender for more than one work but if contractors who wish to tender two or more works,

they shall submit a separate tender for each. Tender shall have the name and number of the work to

which they refer, written outside the envelope.

5. University Engineer or his duly authorized Assistant shall open tenders in the presence

of contractors who have submitted tenders or their representatives who may be present at the

time, and he will enter the amounts of several tenders in a comparative statement in a suitable

form. In the event of a tender being accepted, the contractor shall for the purpose of

identification, sign copies of the specification and other documents mentioned in Rule 1. In the

event of the tender being rejected, the competent officer shall authorize the Account Officer

concerned to refund the amount of the earnest money deposited to the contractor making the

tender, on his giving a receipt for the return of the money. 6. The officer competent to dispose of the tenders shall have the right of rejecting

all or any of the tenders. 7. No receipt for any payment alleged to have been made by a contractor in

regard to any matter relating to this tender or the contract shall be valid and binding on

M.P.K.V. unless it is signed by the University Engineer. 8. The memorandum of the work to be tendered for and the Schedule of

materials to be supplied by the M.P.K.V. and their rates shall be filled in and completed

by the office of the University Engineer before the tender form is issued. If a form

issued to an intending tenderer has not been so filled in and completed he shall

request the said officer to have this done before he completes and delivers his tender.




9. All work shall be measured net by standard measure and according to the rules

and customs of the M.P.K.V. and their rates shall be without reference to any local custom. 10. Under no circumstances shall any contractor be entitled to claim enhanced

rates for items in this contract. 11. Every unregistered contractor shall, { unless exempted in writing by the

Superintending Engineer concerned ) produce along with his tender a solvency

certificate to the extent of the tendered cost of work from the Collector of the District or

Tahasildar of Taluka within which he resides or a banker's certificate of his financial

stability. If he fails to produce such a certificate his tender will not be considered.

OR

Every registered contractor should produce along with his tender certificate of registration as

approved contractor in the appropriate class and renewal of such registration with date of expiry.

12. All corrections and additions or pasted slips should be initialed. 13. The measurement of work will be taken .according to the usual methods in use in

the M.P.K.V. and no proposals to adopt alternative method will be accepted. The University

Engineer's decision as to what is the usual method in use in the M.P.K.V. will be final. 14. The tendering contractor shall furnish a declaration along with the tender showing all works for

which he has already entered into contract and the value of the work that remains

to be executed in each case on the date of submitting the tender. 15. Every tenderer shall furnish along with the tender, information regarding the Income Tax. Circle

or Ward of the District in which he is assessed to Income- Tax, the reference to the number of

the assessed and the assessment year, and a valid Income Tax clearance certificate.

16. In view of the difficult position regarding the availability of foreign exchange no foreign

exchange would be released by the Department for purchase of plant and machinery

required for the execution of the work contracted for ( GCB / PWD / CFM / 1058

- 62517 dated 26.9.1959)

17. The contractor will have to construct shade for storing controlled and valuable materials

issued to him under Schedule 'A' of the agreement at the work site, having double

locking arrangement materials will be taken for use in the presence of the

departmental persons. No materials will be allowed to be removed from the site of works.

18. The contractors shall also give list of machinery in their possession and which

they propose to use on the work.

19. Every unregistered contractor should furnish along with tender statement

showing previous experience and staff employed by him.




20. Successful tenderer will have to produce to the satisfaction of the accepting authority a

valid and current license issued in his favor under the provision of Contract labour

(Regulation and Abolition Act 1973 before starting work, failing which acceptance of the

tender will be liable for withdrawal and earnest money will be forfeited to MPKV.

21. The contractor shall comply with the provision of the Apprentices Act 1962 and the

rules and orders issued there under from time to time. If he fails to do so, his failure

will be a breach of the contract and the University Engineer, may in his discretion

cancel the contract. The contractor shall also be liable for any pecuniary liability

arising on account of any violation by him of the provision of the Act.

22. The successful contractor shall produce a construction program/ bar chart within

month from the date of work order.

23. The successful contractors should establish a field lab within one month from

date of work order, failing which a compensation of Rs 10,000.00 per day till

establishment of the laboratory will be levied.




TENDERS FOR WORKS 1. I / We hereby tender for the execution for the Government of Maharashtra and hereinafter

referred to as " M.P.K.V.") of the work specified in the underwritten memorandum within the

time specified in such memorandum at * ———————————————— (

) percent below / above the estimate rates entered in schedule ' B'

(memorandum showing items of work to be carried out) and in accordance in all

respects with the specifications, designs, drawings and instructions, in writing referred

to in Rule - 1 hereof and in Clause-12 of the annexed conditions of the contract and

agree that when material for the work are provided by the M.P.K.V. such materials and

the rate to be paid for them shall be as provided in Schedule 'A' hereto.

MEMORANDUM (a) Genera! Description (a) In several sub works are

Construction of buildings and Infrastruture facilities for Gov.Agril collge at Muktainagar,Dist-Jalgaon.

included they should be detailed in a separate list.

(b) Estimated Cost 20,95,72,415/- (b) The amount of earnest money to be deposited shall be in accordance with the provision of para 204 & 205 of the MPW Manual.

(c) Earnest Money Deposit 1.0 % 20,95,724/- The deposit shall be in accordance with para 211 & 212 of the MPW Manual (d) Security Deposit 52,39,310/- (d) The percentage where the i) Cash ( not less than the amount security deposit is taken will vary of earnest money) 2.5% from 5% to 10% according to the requirement of the case where security deposit is taken see Note 1 to Clause 1 of condition of contact.

ii) To be deducted from current Rs. 52,39,310/-

bill 2.5%

Total Security Deposit 5% Rs.

(e) Percentage if any to be 2.5 % (e) Give Schedule Wher

e deducted from bills so as to necessary showing dates by make up the Total amount which the various item are to be required as security deposit by complete.

the time, half the work at

measured by the cost, is done.

(f) Time allowed for the work 24 Calendars months (Including

from the date to written order to commence monsoon)

1. l / We agree that the offer shall remain open for acceptance for a minimum period of 120

days from the date fixed for opening the same thereafter until it is withdrawn by me / us by

notice in writing duly addressed to the authority opening the tenders and sent by the

registered post A.D. or otherwise delivered at the office of such authority. Demand draft for a

period of one year receipt No. and date —————— in respect to the sum of Rs. ——

No. of Corrections University Engineer 44

Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar,

Dist- Jalgaon

—————————————— in words Rs. ———-—-—————————-———

—— representing the earnest money is herewith forwarded. The amount of earnest

money shall not bear interest and shall be liable to be forfeited to the M.P.K.V. should I

/We fail to (i) abide by the stipulation to keep the offer open for the period mentioned

above or (ii) sign and complete the contract document as required by the Engineer and

furnish the authority deposit as specified in item (d) of the memorandum contained in

paragraph 1 above with in the time limit laid down in the clause (1) of the annexed

General conditions of contract. The amount of earnest money may be adjusted towards

the security deposit or refunded to me / us is so desired by me/us in writing, unless the

same or any part thereof has been forfeited as aforesaid. 2. I/We have secured exemption of earnest money after executing the necessary bond in favour

of Government a true copy of which is enclosed herewith, should any occasion for forfeiture

of earnest money for this work arise due to failure on my / our part to (i) abide the stipulations

to keep the offer open for the period mentioned above or (ii) sign and complete the contract

documents and furnish the security deposit as specified in item (d) of the Memorandum

contained in paragraph 1 above within the time limit laid down in clause

(1) of the annexed General condition of contract the amount deposited in the lump sum for

securing exemption in so far as the same may extend in terms of the option said bond and in

the event of the deficiency out of any other contract or payable to me/us by the Government

under any other contract or transaction of any nature whatsoever or otherwise.

3. Should this tender be accepted I/We hereby agree to abide by and fulfill all the

terms and provisions of the conditions of contract annexed here to so far as

applicable and in default thereof to forfeit and pay to Government the sum of

money mentioned in the said conditions.

Amount to be Receipt No. ———— dated ———.. from Account Officer at -——— Specified in words in respect of the sum of Rs. —-—-—------- is herewith forwarded

and figures. Strike out representing the earnest money (a) the full value of which is to be

(a) if on security absolutely forfeited to MPKV. Should I/We not deposit the full amount

deposit is to be taken. of security deposit specified in the above memorandum, in accordance

with clause 1(A) of the said conditions of contract, otherwise the said

sum of Rs. _______________________ shall be refunded.

Signature of Contractor

Contractor before

submission offender Address




Dated the ________________day of ________2017

Signature of (Witness) contractor before submission of tender.

Address

(Occupation)

The above tender is hereby accepted by me for and on behalf of the

Governor of Maharashtra / Mahatma Phule Krishi Vidyapeeth Dated — ——————— day of ————————— 200 ——— University

Engineer M.P.K.V. Rahuri.

CONDITION OF CONTRACT

Clause 1 - The person / persons whose tender may be accepted (hereinafter

called the contractor, which expression shall unless excluded by or repugnant

to the context include his heirs, Executors, administrators, and assigns ) shall

(A) ( within on day for a contract of Rs. 1000/- or less or two days for contract

of more that Rs.1000/- but less than Rs. 2000/- and so on upto a limit of ten

days, which may be extended by the vice- Chancellor, Mahatma Phule Krishi

Vidyapeeth concerned upto 15 days, if the vice Chancellor thinks it fit to do

so far a contract over Rs. 10,000/- of the receipt by him of the notification of

the acceptance of his tender) deposit with the Engineer in Charge {if

deposited ) for more than 12 months ) a sum sufficient which will make up the

full security deposit specified in the tender or (B) (permit M.P.K.V. at the time

of making any payment to him for work done under the contract to deduct

such sum as will amount "percent of all moneys so payable such deductions

to hle by Mahatma Phule Krishi Vidyapeeth by way of security Deposit.)

Provided always that in the event of the contractor depositing a lump sum by

way of security deposit as contemplated at (A) above then and in such case,

if the sum so deposited shall not amount o percent of the total estimated cost

of the work, it shall be lawful for Mahatma Phule Krishi Vidyapeeth at the time

of making of any payment to the contractor for the work under the contract to

makeup the full amount of percent by deducting a sufficient sum for every

such payment at last aforesaid until the full amount of the security deposit is

made-up

All compensation or other sums of money payable by the contractor

Mahatma Phule Krishi Vidyapeeth under the terms of his contract may be

Signature of

Officer by whom

Accepted.

Security Deposit

* this will be Same

percentage : that

in the tender

(e).




deducted from, there from, or from any sums which may be due or may

become due by Mahatma Phule Krishi vidyapeeth to the contractor under any

other contract or traction of any nature whatsoever in the even of his security

deposit being reduced by reason of any such deductions or sale as aforesaid,

the contractor shall, within 10 days hereafter, make good in case or M.P.K.V.

Securities endorsed as aforesaid any sum or sums which may have been

deducted from or raised by sale of his security deposit or any part thereof.

The security deposit referred to when paid in cash may, at the cost of the

depositor has expressly desired this in writing. The security deposit will not

be accepted in form of Insurance company bonds.

If the amount of the security deposit to be paid in lump sum within

the period specified at (A) above is not paid the tender/ contract

already accepted shall be considered cancelled and legal steps

taken against the contractor for recovery of the amount. The

amount of security deposit lodged the contractor shall be refunded

50% after payment of final bill and remaining 50% of security

deposit shall be refunded after expiry of 12 months after payment

of final bill or the expiry of defect liability period. Whichever is later.

The defect liability period for the work is Eighteen months. The

defect liability period starts from the date of completion of the work.

Clause 2 - The time allowed for carrying out the work as entered tender Compensation for

for delay. shall be strictly observed by the contractor and shall be reckoned Delay

from the date on which the order to commence work is given to the

contractor, The work shall through the stipulated period of the contract be

proceeded with, with all due diligence (time being deemed to as

compensation an amount equal to one percent or such smaller amount as the

University Engineer (whose decision in writing shall be final) may decide, of the amount of the estimated cost of the whole work as shown by the

tender for every day that the work remains uncommented or unfinished,

after the proper dates. And further to ensure good progress during

execution of the work, the contractor shall be bound, in all case in which

the time allowed for any work exceeds one month to complete.

1/6* of the work in 1/4lh

of the time. ½ of the work in ½ of the time.

¾ of the work in ¾

of the time.

Note - The quantity of the work to be within a particular time to be




specified above shall be fixed and inserted in the blank space kept for the

purpose by the Office competent to accept the contracts after taking into

consideration the circumstances of each case and abide by the program

of the detailed progress laid down by the University Engineer.

The following proportion will usually be found suitable :

In ¼, ½, ¾ of the time.

Reasonable progress of the earth work, 1/6, 1/2, 3/4 of the total

value of the work to be done.

Do Do of masonry work 1/10,4/10,8/10 Do Do

In the event of the contractor failing to comply with this conditions he shall

be liable to pay as compensation an amount equal to one percent or such

smaller amount as the University Engineer (whose decision in writing

shall be final) may decide of the said estimated cost of the whole work for

every day that the due quantity of the work remains incomplete provided

always that the total amount of compensation to be paid under the

provisions of the clause shall not exceed 10 percent of the estimated cost

of the work as shown in the tender Vice Chancellor, M.P.K.V., Rahuri,

should be the final authority in this respect, irrespective of the fact that the

tender is accepted by the University Engineer or M.P.K.V., Rahuri.

Clause 3 - In any case in which under any clause of this contract the Action when

contractor shall have rendered himself liable to pay compensation whole of security

amounting to the whole of his security deposit whether owing to serious deposit Is

illness or death of the contractor or any other cause the Engineer, on forfeited.

behalf of the M.P.K.V. shall have power to adopt any of the following courses, as he may deem best suited to the interest of M.P.K.V.

(a) To rescind the contract (for which rescission notice in writing to the contractor under the hand of University Engineer shall be conclusive

evidence ) and in the case the security deposit of the contractor shall stand forfeited and be absolutely at the disposal of MPKV.

(b) To carry out the work or any part of the work departmental debiting

the contractor with the cost of the work, expenditure incurred on tools and

plant, and charges on additional supervisory staff including the cost of

work charged establishment employed for getting the un-executed part of

the work completed and creding him with the value of the work done.... Departmentally in all respects in the same manner and at the same rates as if

it had been carried out by the contractor under the terms of his contract.




The certificate of the University Engineer as to the costs and other

allied expenses so incurred and as to the value of the work so done

departmentally shall be final and conclusive against the contractor.

c) To order that the work of the contractor be measured up and to take

such part thereof as shall be unexecuted out of his hands, and to give

it to another contractor to complete, in which case all expenses

incurred on advertisement for fixing a new contracting agency,

additional supervisory staff including the cost of the work charged

establishment and the cost of the work executed by the new contract

agency will be debited to the contractor and the value of the work

done or executed through the new contractor shall be credited to the

contractor in all respects and in the same manner and at the same

rates as if it had been carried out by the contractor under the terms of

his contract. The certificate of the Executive Engineer as to all the cost

of the work and other expenses incurred as aforesaid for or in getting

the unexecuted work done by the new contractor and the value of the

work so done shall be final and conclusive against the contractor. In case the contract shall be rescinded under clause (a) above the contractor

shall not be entitled to recover or be paid, any sum for any work therefore

actually performed by him under this contract unless and until the University

Engineer shall have certified in writing the performance of such work and the

amount payable to him in respect thereof and he shall only be entitled to be

paid the amount so certified. In the event of either or courses referred to in

clause (b) or (c) being adopted and the cost of the work executed

departmentally or through a new contractor and other allied expenses

exceeding the value of such work and allied expenses, provided always that

whichever of the three courses mentioned in clause (a), (b) or (c) is adopted

by the M.P.K.V. Engineer, the Contractor shall have no claim to

compensation for any loss sustained by him by reason of his having

purchased or procured any materials, or entered into any engagements, or

made any advance on account of or with a view to the execution of the work

or the performance of the contract.

Clause 4 - If the progress of any particular portion of the work is Action when the

unsatisfactory the M.P.K.V. Engineer shall not with standing that the general progress of any Progress of the work is in accordance with the conditions mentioned in particular portion

clause 2, be entitled to take action under clause 3 (b) after giving the of the work is

contractor 10 days’ notice in writing. The contractor will have no claim for unsatisfactory.

compensation, for any loss sustained by him owing to such action.


49 49


Clause 5 : - In case in which any of the powers conferred upon the Contractor

University Engineer by Clause 3 and 4 hereof shah have become remains liable to

exercisable and the same shall not have been exercised, the non exercise pay compensation

thereof shall not constitute a waiving of any of the conditions hereof and if action not taken

such powers shall notwithstanding be exercisable in the event of any future under Clause 3 &

case of default by the contractor for which under any clause hereof he is 4

declared liable to pay compensation amounting to the whole of his

security deposit and the liability of the contractor for past and

future • compensation shall remain unaffected.

In the event of the University Engineer taking action under sub - clause (a) or Power To take

(c) or clause 3m, he may , if he so desires, take possessions of all or any Possession of or

tools any plant, materials and stores in or. upon the work of the site thereof require removal of

or belonging to the contractor, or procured by him and intended to be used or sell contractor's

for the execution of the work or any part thereof paying or allowing for the plant.

same, in account at the contract rates, or in the case of contract rates not

being applicable at current market rates to be certified by the University

Engineer may, after giving notice in writing

to the contractor or his clerk of the work, foremen or other authorized agent

require him to be remove such tools and plant, material or stores from the

premises within a time to be specified in such notice, and in the event of the

contractor failing to comply with any such requisition, the University Engineer

may remove them at the contractor's expenses of any such removal and the

amount of the proceeds and expense of any such sale shall be final and

conclusive against the contractor.

Clause 6 - If the contractor shall desire an extension of the time for Extension of

completion of work on the ground of his having been unavoidably hindered time

in its execution or on any other ground he shall apply in writing to the University Engineer before the expiration of the period stipulated in the tender

or before the expiration of 30 days from the date on which he was hindered

as aforesaid or on which he was hindered as aforesaid or on which the cause

for asking for extension occurred, whichever is earlier and the University

Engineer, or in the opinion of University Engineer, as the case may be if in

his opinion , there were reasonable grounds for granting an extension, grant

such extension as he things necessary or proper. The decision of the

University Engineer in this matter shall be final.


50


Clause 7 - On the completion of the work the contractor shall be furnished Final Certificate

with a certificate by the University Engineer ( hereinafter called the

Engineer -in-charge ) of such completed until the contractor shall have

removed from the premises on which the work shall have been executed, all

scaffolding, surplus materials and rubbish, and shall have cleaned off, the

dirt from all wood work, doors, windows, wall, floor or other parts of any

building in or upon which the work has been executed or of which he may

have had possession for the purpose of executing the work, nor until the

work shall have been measured by the Engineer - in - charge or where the

measurements have been taken by his subordinate until they have received

approval of the Engineer -in-charge, the said measurements begin binding

and conclusive against contractor. If the contractor shall fail to comply with

the requirements of this clause as to the removal of scaffolding surplus

materials and rubbish and the cleaning of dirt on or before the date fixed

for the completion of the work the Engineer - in charge may at the expense

of the contractor, remove such scaffolding, surplus materials and rubbish

and dispose of the same as he thinks fit and clean off such dirt as aforesaid

and the contractor shall forthwith pay the amount of all expense so

incurred, but shall have no claim in respect of any such scaffolding or surplus

materials as aforesaid except for any sum actually realized by the sale

thereof.

Clause 8 - No payment shall made for any work, estimated to cost less than Payment on

rupees one thousand till after the whole of work shall have been completed intermediate

and a certificate of completion given. But in the case of works estimated to certificate to be

cost more than rupees one thousand the contractor shall on submitting a regarded as

monthly bill therefore be entitled to receive payment proportionate to the advance.

part of the work then approved and passed by the Engineer-in-charge,

whose certificate of such approval and passing of the sum so payable shall

be final and conclusive against the contractor All such intermediate

payments shall be regarded as payments by way of advance against the

final payments only and not as payments for work actually done and

completed and shall not preclude the unskillful work to be removed or taken

away and reconstructed or re-erected nor shall any such payment be

considered as an admission of the due performance of the contract or any

part thereof in any respect or the accruing of any claim nor shall it conclude

determine, or effect in any other way the powers of the Engineer in charge

as to the final settlement and adjustment of the account or otherwise, in any




other way very or affect the contract. The final bill shall be

submitted by the contractor within one months of the date fixed for

the completion of the work, otherwise the Engineer-in-charge's

certificate of the measurements and of the total amount payable for

the work shall be final and binding on the parties.

Clause 9 - The rates for several items of work estimated to cost more

than Rs. 1000/- agreed to within, shall be valid only when the item

converted is accepted as having been completed fully in accordance

with the sanctioned specifications. In case where the of work are not

accepted as so completed fully in accordance with the sanctioned

specifications. In case where the items of work are not accepted as so

completed by the Engineer-in-charge he may make payment on

account of such items at such reduced rates as he may consider

reasonable in the preparation of final or on account bills.

Payment at

reduced rates on

account of items of work not

accepted to be

at the discretion

of the Engineer- in-charge.

Clause 10 - A bill shall be submitted by the contractor in each month on or Bill to be

before the ate fixed by the Engineer-in-charge for all work executed in the submitted

previous month and the Engineer-in-charge shall take or cause to be taken monthly.

the requisite measurement for the purpose of having, the same verified and

the claim, so far as it is admissible shall be adjusted, if possible, within ten

days from the presentation of the bill. If the contractor does not submit the

bill within the time fixed as aforesaid, the Engineer - in - charge may

depute a subordinate to measure up the said work in the presence of the

contractor or his duly authorized agent whose countersignature to

measurement list shall be sufficient warrant, and the Engineer-in-charge

may prepare a bill from such list which shall be binding on the contractor in

all respects.

Clause 11 - The contractor shall submit ail bills on the printed forms to Bills to be

be had on application at the office of the Engineer- in- charge. The on printed forms.

charges to be made in the bills shall always be entered at the rates

specified in the tender or in the case of any extra work ordered in

pursuance of these conditions, and not mentioned or provided for in the

tender at the rates hereinafter provided for such work.

Clause 12- If the specification or estimate of the work provides for the use Stores supplied by

of any special description of material to be supplied from the store to the Government.

M.P.K.V. store or if it is required that the contractor shall use certain stores

to be provided by the Engineer - in- charge ( such material and stores and

their prices to be charged therefore as hereinafter mentioned being so far




as practicable for the convenience of the contractor but not so as in any

way to control the meaning or effect of this contract specified in the

schedule or memorandum here to annexed ) the contractor shall be

supplied with such material and stores as may be required from time to

time to be used by him for the purposes of the contract only, and value of

the full quantity of the materials and stores so supplied shall be set off or

deducted from any sums then due due, or thereafter to become due to

the contractor under the contract or otherwise , or from the security

deposit or the proceeds of sale thereof if the security deposit is held in

University securities, the same or a sufficient portion thereof shall in that

case be sold for the purpose. All materials supplied to the contractor shall

remain the absolute property of University and shall on no account be

removed from the site of the work, and shall at all times be open for

inspection by the Engineer-in-charge. Any such materials unused and in

perfectly good condition at the time of completion or determination of the

contract shall be returned to the M.P.K.V. store if the.

Engineer-in-charge so requires by a notice in writing given under

his hand but the contractor shall not entitile to return any such

material except with consent of the Engineer-in-charge and he

shall have no claim for compensation on account of any such

material supplied to him as aforesaid but remaining unused by him

or for any wastage in or damage to such materials.

Clause 12 (A)- All stores of controlled materials such as cement,

steel etc. supplied to the contractor by government should be kept

by the contractor under lock and key and will be accessible for

inspection by the University Engineer or his agent at all the times.

Clause 13- The contractor shall execute the whole and every part of the Works to be

work in the most substantial and workmanlike manner, and both as regards executed In

materials and every other respect in strict accordance with specifications. accordance with

The contractor shall also confirm exactly fully and faithfully to the designs, specification,

drawings and instructions in writing relating to which, the contractor shall be drawings order

entitled to have access for the purpose of inspection at such office, or on the etc.

site of the work during office hours. The contractor will be entitled to receive three sets of contract drawing and working drawings as well as one

certified copy of the accepted tender along with the work order free of

cost. Further copies of the contract drawings and working drawings if

required by him shall be supplied at the rate of Rs. 100 per set of contract

drawings and Rs.50 per working drawing except where otherwise




specified.

Clause 14- The Engineer in charge shall have power to make any alteration Alterations in

in or additions to the original specifications, drawings, designs and specifications and

instructions that may appear to him to be necessary or advisable during the designs not to

progress of the work and the contractor shall be bound to carry out the invalidate contact.

work in accordance with any instructions in this connections which may be

given to him in writing signed by the Engineer-in-charge and such alteration

shall not invalidate the contract, and any additional work which the

contractor may be directed to do in the manner above specified as part of

the work shall be carried out by the contractor on the same conditions in all

respects on which he agreed to do the main work. And if the additional and

altered work includes any class of work for which he agreed to do the main

work. And if the additional and altered work includes any class of work for

which no rate is specified in this contract, then such class of work shall be

carried out at the rates entered in the Schedule of Rates of the Division or

at the rates mutually agreed upon between the Engineer-in-charge and the

contractor, whichever are lower.

If the additional or altered work for which no rate is entered in the schedule Rates items

of Rates of the Division is ordered to be carried out before the rates are estimate or

agreed upon then the contractor shall within seven days of the date of Schedule of Rates

receipt by him of the order to carry out the work, inform the Engineer-in- of the District.

charge of the rate which it is his intension to charge for such class of work,

and if the Engineer-in-charge does not agree to this rate he shall be notice

in writing be at liberty to cancel his order to carry out such class of work and arrange to carry out in such manner as he may consider

advisable provide always that if the contractor shall commence work

or incur any expenditure in regard there before the rates shall have

been determined as lastly hereinbefore mentioned, then in such case

he shall only be entitled to be paid in respect of the work carried out or

expenditure incurred by him prior to the date of the determination of

the rate as aforesaid according to such rate or rates as shall be fixed

by the Engineer-in-charge. In the event of a dispute the decision of the

University Engineer of the Circle will be final. Where however, the work is to be executed according to the designs,

drawings and specifications recommended by the contractor and accepted by

the competent authority the alterations above referred to shall be within the

scope of such designs, drawings and specifications appended to the tender.

The time limit for the completion of the work shall be extended in




the proportion that increase in its cost occasioned by alterations or

additions bear to the cost of the original contract work, and the certificate

of the Engineer -in-charge as to such proportion shall be conclusive.

Clause 15- (1) If at any time after the execution of the contract documents Extension of time

the Engineer shall for any reason what-so-ever (other than default on the in consequence of

part of the contractor for which the M.P.K.V. is entitled to rescind and additions or

contract) desire the whole or any part of the work specified in the tender alterations No

should be suspended for any period or that the whole or part of the work claim to any

should not be carried out at all, he shall give to the contractor a notice in payment: or

writing of such desire and upon the receipt of such notice the contractor shall compensation for

forthwith suspend or stop the work wholly or in part as required, after alteration in/or

having due regard to the appropriate stage at which the work should be restriction of work. stopped or suspended so as not to case any damage or injury to the work

already done or endanger the safety thereof provided that the decision of

the Engineer as to the stage at which the work or any part of it could be

or could have been safety stopped or suspended shall be final and

conclusive against the contractor. The contractor shall have no claim to

any payment or compensation whatsoever by reason of or in pursuance

of any notice as aforesaid, on account of any suspension stoppage or

curtailment except to the extent specified hereinafter. (2)Where the total suspension of work ordered as aforesaid continued for

a continuous period exceeding 90 days the contractor shall be at liberty to

withdraw from the contractual obligations under the contract so far as it

pertains to the unexecuted part of the work by giving a 10 days prior

notice in writing to the engineer, within 30 days of the expiry of the said

period of 90 days, of such intention and requiring the Engineer to record

the final measurement of the work already done and to pay final bill. Upon

giving such notice the contractor shall be deemed to have been

discharged from his obligation to complete the remaining unexecuted

work under his contract. On receipt of such notice the Engineer shall

proceed to complete the measurements and make such payment as may

be finally due to the contractor within a period of 90 days from the receipt

of such notice in respect of the work already done by the contractor. Such

payment shall not in any manner prejudice the right of the contractor to

any further compensation under the remaining provisions of this clause. (3) Where the Engineer required the contractor to suspend the work for a

period in excess of 30 days at any time or 60 days in the aggregate, the

contractor shall be entitled to apply to the Engineer within 30 days of the




resumption of work after such suspension of payment of compensation to the

extent of pecuniary loss suffered by him in respect of working machinery

remained idle on the site or on the account of his having and to pay the

salary or wages of labour engaged by him during the said period of

suspension provided always that the contractor shall not be entitled to any

claim in respect pf any such working Machinery, salary or wages for the first

30 days suspension whatsoever occasioned by unsatisfactory work or any

other default on his part. The decision of the Enginee' in this regard shall be

final and conclusive against the contractor.

(4)ln the event of-

(i)Any total stoppage of work on notice from Engineer under sub

clause (1) in that behalf.

(ii)Withdrawal of the contractor from the contractural obligations to

complete the remaining unexecuted work under sub-clause (2) on

account of continued suspension of work for a period exceeding 90 days.

OR

(iii) Curtailment in the quantity of item or items originally tendered on No claim to

account of any alteration, omission or substitution in the specifications, compensation on

drawings, designs or instructions under clause (14)-1 where such curtailment account of loss

exceeds 25% in quantity and the value of the quantity curtailed beyond due to delay in

25% at the rates for the item specified in the tender is more than Rs. supply of

5000/-. materials

University.

It shall be open to the contractor, within 90 days from the service of (i) the

notice of stoppage of work or (ii) the notice of withdrawal from the

contractual obligations under the contract on account of the continued

suspension of work or (iii) notice under clause 14(1) resulting in such

curtailment to produce to the Engineer satisfactory documentary evidence

that he has purchased or agreed to purchase materials for use in the

contracted work, being receipt by him of the notice of stoppage,

suspension or curtailment and require the Government to take over on

payment such material at the rates determined by the Engineer, provided,

however, such rates shall in no case exceed the rate at which the same

was acquired by the contractor. The MPKV shall thereafter take over the

material so offered, provided the quantities offered, are not in excess of

the requirements of the unexecuted work as specified in the accepted

tender and are of quality and specifications approved by the Engineer.




CLAUSE 15 A- The Contractor shall not be entitled to claim any

compensation from Government for the loss suffered by him on

account of delay by M.P.K.V. IN THE SUPPLY OF MATERIAL

ENTERED IN Schedule A where such delay is caused by –

(i) Difficulties relating to the supply of railway wagons,

(ii) Force majeure

(iii) Act of God (iv) Act of enemies of the State or any other

reasonable cause beyond the control of M.P.K.V.

(iv) In the case of such delay in the supply of materials, M.P.K.V.A

shall grant such extension of time for the completion of the

work as shall appear to the University Engineer to be

reasonable in accordance with the circumstances of the case.

The decision of the University Engineer as to the extension of

time shall be accepted as final by the contractor.

Clause 16 - Under no circumstances whatever shall the contractor be

entitled to any compensation from MPKV on any account unless the

contractor shall have submitted a claim in writing to the Engineer in-

charge within one month of the case of such claim occurring. Clause 17- If any time before the security deposit or any part thereof is

refunded to the contractor is shall appear to the Engineer- in-charge or his

subordinate in charge of the work, that any work has been executed with

unsound, imperfect or unskillful workmanship work has been executed with

unsound, imperfect or that any materials or articles provided by him for the

execution of the work are unsound, or of a quality inferior to that contracted

for, or are otherwise not in accordance with the contract it shall be lawful for

the Engineer in-charge to intimate this fact in writing to the contractor and

then notwithstanding the fact that the work, materials or articles complained

of may have been inadvertently passed, certified and paid for the contractor

shall be bound forthwith to rectify, or remove and reconstruct the work so

specified in whole or in part as the case may require or if so required, shall

remove the materials or articles so specified and provide other proper and

suitable materials or articles at his own charge and cost and in the event of

his failing to do so within a period to be specified by the Engineer-in-charge in

written intimation aforesaid, the contractor shall be liable to pay

compensation at the rate of one percent on the amount of the estimate for

every day not exceeding 10 days during

No claim to

compensation on

account of loss

due to delay In

supply of

materials by

Time limit for

unforeseen

claims.

Action and

compensation

payable in case

of bad work.




which the failure so continues and in the case of any such failure the

Engineer-in-charge may rectify or remove and re-execute the work or remove

and replace the materials or articles complained of as the case may be at the

risk and expense in all respects of the contractor. Should the Engineer-in-

charge consider that any such inferior work or materials as described above

may be accepted or made use of it shall be within his discretion to accept the

same at such reduced rates as he may fix therefore

PWD Resolution

No CAT

1087/CR/94

Building 2 dt.

14.6.1989

Clause 18- All work under or in course of execution or executed in Work to be open pursuance of the contract shall at all times be open to the inspection and to inspection. supervision of the Engineer-in-charge and his subordinates and the contractor shall at all times during the usual working hours, and at all other times at which reasonable notice of the intention of the Engineer-in-charge and his subordinate to visit the work shall have been given to the contractor either himself be present to receive orders and instructions or have a responsible agent duly credited in writing present for that purpose. Orders given to the contractor's duly authorized agent shall be considered to have the same force and effect as if they had been given to the contractor himself.

Clause 19- The contractor shall give not less than five days notice in

writing to the Engineer-in-charge or his subordinate in charge of the

work before covering up or otherwise placing beyond the reach of

measurement any work in order that the same may be measured and

correct dimensions thereof taken before the same is so covered up or

placed beyond the reach of measurements and shall not cover up or

place beyond the reach of measurement any work without the consent

in writing of the Engineer-in-charge or his subordinate in charge of the

work and if any work shall be covered up or placed beyond the reach

of measurements shall be uncovered at the contractor's expenses and

in default thereof no payment or allowance shall be made for such

work or for the materials with which the same was executed. Clause 20- If during the period- of Eighteen months from the date of

completion as certified by the Engineer-in-charge pursuant to Clause -7 of

the contractor or Eighteen months after commissioning the work whichever is

earlier in the opinion of the University Engineer; the said work is defective in

any manner whatsoever, the contractor shall forthwith on receipt of notice in

that behalf from the University Engineer, duly commence execution and

completely carry out at his cost in every respect all the work that may be

necessary for rectifying and setting right the defects specified therein

Contractor Or

responsible Agent

to be present.

Notice to be

given before work

is Covered up.

Contractor liable

for damage

done and for

imperfections.




including dismantling and reconstruction of unsafe portions strictly in

accordance w with and in the manner prescribed and under the supervision

of the University Engineer. In the event of the contractor failing or neglecting

to commence execution of the said rectification work within the period

prescribed therefore in the said notice and/or to complete the same as

aforesaid as required by the said notice, the University Engineer get the

same executed and carried out departmentally or by any other agency at the

risk on account and at the cost of the contractor. The shall forthwith on

demand pay to the Government the amount of such cost, charges and

contractor expenses sustained or incurred by the M.P.K.V., Rahuri of which

the certificate of the University Engineer shall be final and binding on the

contractor. Such cost, charges and expenses shall be deemed to be arrears

of land revenue and in the event of the contractor failing or neglecting to pay

the same on demand as aforesaid without prejudice to any other rights and

remedies of the M.P.K.V. Rahuri the same may be recovered from the

contractor as arrears of land revenue. The M.P.K.V. shall also be entitled to

deduct the same from any amount which may then be payable or which may

thereafter become payable by the M.P.K.V. to the contractor either in respect

of the said work or any other work whatsoever or from the amount of security

deposits retained by M.P.K.V. the defect liabilities period in particular for

water proofing treatment (Building works) shall be 7 years.

P.W.D. Resolution

No. CAT-1087/

CR/94/Bldg.2 dt.

14.6.89

Clause -21 The contractor shall supply at his own cost all material (except Contractor to

such special materials if any as may in accordance with the contract, be supply plant

supplied from M.P.K.V. Stores) plant tools, appliances, implements, ladders, ladder scaffolding

cordage, tackles, scaffolding and temporary works requisite or proper for etc.

the proper execution of the work, whether in the original, altered or

substituted from and whether included in the specification or other

documents forming part of the contract or referred to in these conditions or

not and which may be necessary for the purpose of satisfying requirements

of the Engineer-in-charge as to any matter as to which under these conditions he is entitled to be satisfied, or which ie is entitled to require

together with the carriage therefore to and from the work. The contractor shall

also supply without charge the requisite number of persons with the means

and materials necessary for the purpose of setting out works and counting,

weighing and assisting in the measurement or examination at any time and

from time to time of the work or the materials failing which the same may be

provided by the Engineer-in-charge at the expense of the contractor and the

expenses may be deducted from any money due to the




contractor under the contract or from his security deposit or the proceeds of

sale thereof, or of a sufficient portion thereof. The contractor shall provide all

necessary fencing and lights required to protect the public from accident and

shall also be bound to bear the expenses of defense of ever suit, action or

other legal proceeding, that may be brought by any person for injury

sustained owing to neglect of the above precautions, and to pay any

damages and cost which may be awarded in any such suit action or And is liable for

proceeding to any such person or which may with consent of the contractor damages arising

be paid for compromising any claim by any such person. List of machinery from non

in contractor's possession and which they propose to use on the works should provisions of

be submitted along with the tender. light, fencing etc.

Clause-21-A The contractor shall provide suitable scaffolds and

working platforms gangways and stairways and shall comply with

the following regulations in connections herewith.

(a) Suitable scaffolds shall be provided for workmen for all works

that cannot be safely done from a ladder or by other means. (b) A Scaffold shall not be constructed, taken down or substantially

altered except, (i) Under the supervision of a competent and

responsible person and (ii) As far as possible by competent

workers possessing adequate experience in this kind of work. (c) All scaffolds and appliances connected there with and ladders

shall-(i) Be of sound material.

(ii) Be of adequate strength having regard to the loads and strains

to which they will be subjected and

(iii)Be maintained in proper condition.

(d) Scaffolds shall not be over loaded and so far as practicable the

load shall be evenly distributed. (e) Scaffolds shall be so constructed that no part thereof can be

displaced in consequent of normal use. (f) Before installing lifting gear on scaffolds special precautions

shall be taken to ensure the strength and stability of the scaffolds. (g) Scaffold shall be periodically inspected by the competent person. (h) Before allowing a scaffold to be used by his workmen the contractor shall,

whether the scaffold has been erected by his workmen or not, take steps to

ensure that it complies fully with the regulations here-in-specified.




Working platform, gangways stairways shall-

i) Be so constructed that no part there of can sag unduly or unequally. ii) Be so constructed and maintained having regard to the

prevailing conditions as to reduce as far as practicable risks of

persons tripping or slipping, and iii) Be kept free from any unnecessary obstruction.

(i) In the case of working platform, gangways, working

places and stairways at the height exceeding 2 meters.

i) Every working platform and every gangway shall be closely

boarded unless other adequate measures are taken to ensure safety. ii) Every working platform and gangway shall have adequate width and iii) Every working platform gangway, working place and

stair way shall be suitably fenced.

(j) Every opening in the floor of a building or in a working platform shall

except for the time and to the extent required to allow the excess of

persons or the transport or shifting of materials be provided with

suitable means to prevent the fall of persons or material.

(k)When persons are employed on roof where there is a danger

of falling from a height exceeding 2 meters suitable precautions

shall be taken to prevent the fall of persons or materials. (I) Suitable precautions shall be taken to prevent persons being struck

by articles which might fall from scaffold or other working places.

(m) Safe means of access shall be provided to all working

platforms and other working places. (n)The Contractor(s) will have

to make payments to the labours as per Minimum Wages Act.

Clause 21-B- The contractor shall comply with the following

regulations as regards the hoisting appliances to be used by him

(a) Hoisting machine and tackle including their attachments,

anchorages and support shall-

i) be of good mechanical construction, sound material and

adequate strength and free from patent defect.

And ii) be kept in good repair and good working order.




(b) Every rope used in hoisting or lowering materials as a means of

suspension shall be of suitable quality and adequate strength and

free from patent defect. (c) Hoisting machine and tackle shall be examined and adequately

tested after erection on the site and before use and be re-examined in

position at intervals to be prescribed by the Government. (d) Every chain, ring, hook, shade swivel and pulley block used in

hoisting or lowering materials or as a means of suspension shall be

periodically examined. (e) Every crane driver pr hoisting appliance operator shall be

properly qualified (f) No person who is below the age of 21 years shall be in control

of any hoisting machine including any scaffold which or give

signals to the operator. (g) In the case of every hoisting and of every chain, ring, hook, shackle,

swivel, pulley block used in hosting or lowering or as means of suspension

the safe working load shall be ascertained by adequate means.

(h) Every hoisting machine and all gear referred to in preceding

regulation shall be plainly marked with the safe working load. (i) In the case of hoisting machine having a variable safe working

load, each safe working load and the conditions under which it is

applicable shall be clearly indicated. (j) No part of any hoisting machine or of any gear referred or in regulation (g) above shall be loaded beyond the safe working load except for

the purpose of testing. (k) Motors, gearing, transmissions, electric working and other dangerous

part of hoisting appliances shall be provided with efficient safeguards.

(I) Noising appliances shall be provided with such means as will

reduce to minimum the risk of the accidental descenmt of the load.

(m) Adequate precaution shall be taken to reduce to a minimum the

risk of any part of a suspended load becoming accidentally displaced.

Clause 22- The contractor shall not set fire to a standing jungle, trees, brush Measure

for woods or a grass without a written permit from the University Engineer. prevention

of fire When such permit is given and also in all case when destroying cut or dug




up trees, brush woods, grass etc. by fire the contractor shall take the

necessary measure to prevent such fire spreading to or otherwise

damaging surrounding property. The contractor shall make his own

arrangements for drinking water for the labour employed by him.

Clause 23- Compensation for all dangers done intentionally or un-

intentionally by contractor's labour whether in or beyond the limits of

M.P.K.V. property including any damage caused by the spreading of

fire mentioned in Clause 22 shall be estimated by the Engineer-in-

charge or such other officer as he may appoint and the estimate of the

Engineer-in-charge subject to the decision of the Vice Chancellor on

appeal shall be final and the contractor shall be bound to pay the

amount of the assessed compensation on demand, failing which, the

same will be recovered from the contractor as damages in the manner

prescribed in clause 1 or deducted by the Engineer-in-charge from

any sums that may be due or become due from M.P.K.V to contractor

under this contractor or otherwise

The contractor shall bear the expenses of defending any action or

other legal proceeding that may be brought by and person for injury

sustained by him owing to neglect of precautions to prevent the

spread of fire and he shall pay damages and cost that may be

awarded by the court in consequence. Clause 24- The employment of female labour on work in neighborhood of

soldiers barracks should be avoided as far as possible.

Clause-25 - No work shall be done on a Sunday without the

sanction in writing of the Engineer-in-charge. Clause -26- The Contract shall not be assigned or sublet without the written

approval of the Engineer-in-charge. And if the contractor shall assign or

sublet his contract or attempt so to do or become insolvent or commence any

proceeding to get himself adjudicated and insolvent or make any composition

with his creditors or attempts so to do or if brief, gratuity, fifth, loan,

perquisite, reward or advantage pecuniary or otherwise shall either directly or

indirectly be given, promised or offered by the contractor of any of his

servants or agents to any public officer or person in the employ of M.P.K.V. in

any way relating to his office or employment or if any such officer or person

shall become in any way directly or indirectly interested in the contract, and

the Engineer-in-charge may thereon by notice in writing rescind the contract,

the contract, and the Engineer-in-charge may thereon

Liability of

contractor for

any damage

done in or out

side work area.

Employment

female labour.

Work on Sunday.

Work not to

sublet contract

may be rescinded

and security

deposit forfeited

for subletting it

without approval

or for bribing a

public officer or if

contractor

becomes




by notice in writing srescind the contract, he contract and the security insolvent.

deposit of the contractor shall there upon stand forfeited and be absolutely

at the disposal of M.P.K.V. and the same consequences shall ensure as of

the contract had been rescinded under clause 3 hereof and in addition the

contractor shall not be entitled to recover or be paid for any work

therefore actually performed under the contract.

Clause - 27 All sums payable by a contractor by way of compensation Sum payable by

under any of these conditions shall considered as a reasonable way of

compensation to be applied to the use of M.P.K.V. without reference to the compensation to

actual loss or damage sustained and whether any damage has or has not be considered

been sustained. reasonable

compensation

without reference

to actual loss

Clause 28- In the case of tender any charge in the constitution of a

firm shall be forthwith notified by the contractor to the Engineer in

charge for his information.

Clause 29- All works to be executed under the contract shall be

executed direction and subject to the approval in all respect of the

University Engineer of the Circle , for the time being who shall be

entitled to direct at what point or points in what manner they are to

be commenced and from time to time carried on.

Clause 30- (1) Except where there otherwise specified in the contract and

subject to the powers delegated to him by M.P.K.V. under the Code,

rules then in force, the decision of the University Engineer of the circle for the time being shall be final, conclusive and binding on all parties to

the contract upon all questions relating to the meaning of the

specifications, designs and instructions herein before mentioned and

as to the quality or work ship, or material used on the work or a to any

other question, claim right matter or thing what - so ever if any way

arising out of or relating or otherwise concerning the works or the

executions or failure to execute the same whether arising during the

process of the work or after the completion or abandonment thereof.

(2) The contractor may within thirty days of receipt by him of any

order passed by the University Engineer as aforesaid appeal

against it with the contract work project provided that- (a) The accepted Value of the contract exceed Rs. 10 lakhs (Rs. Ten Lakh)

Change in

the constitution of firm to be notified.

Direction & Control of the University Engineer.

Direction & control

of the University

Engineer.




(b) Amount of claim is not less than Rs. 1.00 Lakh (Rs. One Lakh)

(3) If the Contractor so not satisfied with the order passed by the Chief

Engineer as aforesaid the contractor may within thirty days of the

receipt by him of any such order appeal against it to the University

M.P.K.V. who if convinced that prima ficia the contractor's claim

rejected by University/ Chief Engineer is not frivolous and that there is

some substances in the claim of contractor as would merit a detailed

examination and decision by the Standing committee shall put up to

the standing Committee at Government level for suitable decision, (as

per PW Circular No. CAT 1086 OR 110/Bldg. dt. 7-5-86)

Clause 31 - The contractors shall obtain from the Departmental stores, all Store of

European stores and articles of European or in American manufacturer which may be or

American required for the work or any part thereof or in making up any articles

manufacture to be required thereof or in connection there with unless he has obtained

obtained from the permission in writing from Engineer- in-charge to obtain such stores and

government. articles elsewhere. The value of such store and articles as may be supplied to the contractor by the Engineer-in-charge will be debited to the contractor in

his account at the rates shown in the schedule, in Forma A attached to the

contract and if they are not entered in the said schedule they shall be debited

to him at cost price which for the purpose of these contract shall include the

cost of carriage & other expenses whatsoever, which shall have been

incurred in obtaining delivery of the same at the stores aforesaid.

Clause 32-When the estimate on which a tender is made includes lump sum Lump sum in

in respect of parts of the work, the contractor shall be entitled to payment estimates

in respect of the items of work involved or the part of the work in question

at the same rates at are payable under this contract for each items, or if

the part of the work in question is not in the opinion of the Engineer-in-

charge capable of measurement, the Engineer-in-charge may at his

discretion pay the lump sum amount entered in the estimate and the

certificate in writing of the Engineer-in-charge shall be final and conclusive

against the contractor with regard to any sum or sums payable to him under

the provision of this clause.

Clause 33- In the case of any class of work for which there is no such Action where no

specification as is mentioned in rule 1 such work shall be carried out in specifications.

accordance with the Divisional specifications, and in the event of there

being on Divisional specification, then in such case the work shall be carried

out in all respects in accordance with all instructions and requirements of the




Engineer-in-charge.

Clause 34- The expression "Works" or "Work" used in these conditions, shall Definition of

unless there be something in the subject or context repugnant to such work.

construction, be construed to mean the work or works contracted to be

executed under or in virtue of the contract, whether temporary or

permanent and whether original, altered, substituted or additional.

Clause 35- The percentage referred to in the tender shall be deducted Contractors

from/added to Contractors percentage whether the gross amount of the bill percentage

before deducting the value of any stock issued. whether applied

net or gross

amount of the bill

Clause 36 – All quarry fees, royalties, octroi, dues and ground rent, water

charges for stock materials, if any should be paid by the contractor.

Clause 37- The contractor shall be responsible for and shall pay any Compensation

compensation to his workmen payable under the workmen's Compensations under workmen

Act, 192G (VIII of 1923), (herein after called the said Act) for injuries compensation act. caused to the workmen. If such compensation is payable be paid by

Government as principle under Sub section (1) of section 12 of the said At on behalf of the contractor it shall be recoverable by Government from the

contractor under sub section (2) of the said section. Such Compensation

shall be recovered in the manner laid down in the Clause-1 above Clause 37A- The contractor shall be responsible for and shall pay the

expenses of providing medical aid to any workmen who may suffer a

bodily injury as a result of an accident. If such expenses are incurred by

Government the same shall be recoverable from the contractor forthwith

and be deducted without prejudice to any other remedy of Government

from any amount due to or that may become due to the contractor.

Clause 37 B- The contractor shall provide all necessary personal

safety equipment and first aid apparatus available for the use of

the persons employed on the site and shall maintain the same in

condition suitable for immediate use at any time & shall comply

with the following regulations in connection therewith.

(a) The workers shall be required to use the equipment so

provided by the contractor and the contractor shall take adequate

steps to ensure proper use of the equipment by those concerned.

{b) When work is carried on in proximity to any place where there is a




risk of drowning all necessary equipment shall be provided and

kept ready for use and all necessary steps shall be taken for the

prompt rescue of any person in danger.

(c) Adequate provision shall be made for prompt first aid treatment of

all injuries likely to be sustained during the course of the work.

Clause 37 C - The contractor shall duly comply with the provisions of the

Apprentices Act, 1961 (III of 1961) the rules made there under the orders

that may be issued from time to time order the Act the said rules and on his

failure or neglect to do so he shall be subject to all the liabilities and

penalties provided by the said Act and said Rules.

Clause 38- (1) Quantities in respect of the several items shown in the tender Claim for

are approximate and no revision in the tendered rate shall be permitted in quantities entered

respect of any of the times so long as subject to any special provision In the tender or

contained in the specifications prescribing different percentage of estimate.

permissible variation the quantity of the item does not exceed the

tender quantity by more than 25% and so long as the value of the

excess quantity beyond this limit at the rate of the item specified in

the tender is not more than Rs. 5000/-

(2) The contractor shall if ordered in writing by the Engineer so to do, also

carry out any quantities in excess of the limit mentioned in sub clause (1)

hereof on the same conditions as and in accordance with the

specifications in the tender at the rate (i) derived from the rates entered in

the current schedule of rates and in the absence of such rates, (ii) at the

rate prevailing in the market, the said rates being increased or decreased

as the case may be by the percentage which the total tendered amount

bears to the estimated cost of work as put tender based upon the

schedule of rates applicable to the year in which the tenders were invited.

For the purpose of the operation of this clause this cost shall be taken to

be cost worked out on the basis of D.S.R. 2013-2014 Claims arising out of reduction in the tendered quantity of any item beyond

25% will be governed by the provision of clause 15 only when the amount of

such reduction beyond 25% at the rate of the item specified in the tender is

more than Rs. 50007- (The clause is not applicable to extra items)

(3) The clause is not applicable to extra items. (4) There is no change in the rate if the excess is more than 25% of the

tendered quantity, but the value of the excess work at the Tendered rates




does not exceed. Rs. 500O/-

(5) The quantities to be paid at tendered rate shall include:-

(a) Tendered quantity Plus (b) 25% excess of the Tendered quantity or the excess quantity

of the value of Rs.5000/- at the Tendered rates whichever is more.

Clause 39- The contractor shall employ any famine convict or other Employment of

labour of a particular kind or class if ordered in writing to do so by the famine labour etc.

Engineer-in-charge. Claim for

Clause 40- No compensation shall be allowed for any delay caused in the compensation for

starting of the work on account of acquisition of land, or in the case of delay in starting

clearance works on account of any delay in according to sanction of the Work.

estimates.

Clause 41- No compensation shall be allowed for any delay in the

execution of the work in account of water standing in borrow pits or

compartments. The rates are inclusive for hard or cracked soil, excavation in

mud, soil water standing in borrows pits and no claim for extra rate shall be

entertained unless otherwise expressly specified.

Clause 42- The contractor shall not enter upon or commence any portion of Entering upon or

work except with the written authority and instructions of the Engineer-in- commencing any

charge or of his subordinate in charge of the work. Failing such authority the portion of work.

contractor shall have no claim to ask for measurements of or payment for

work.

Clause 43- (i) No contractor shall employ any person who is under

the age of 18 years.

(ii) No contractor shall employ donkeys or other animals with

breeching of string or thin rope The breeching must be at least

inches wide and should be of tape (Newer) (iii) No animal suffering from sores, lameness or emaciation or

which is immature shall be completed on the work.

(iv) The Engineer-in-charge or his Agent is authorised to remove from

the work any person or animal found working which does not satisfy

these conditions and no responsibility shall be accepted by M.P.K.V.

for any delay caused in the completion of the work by such removal. (v) The contractor shall pay fair and reasonable wages to the workmen

employed by him, in the contract under-taken by him. In the event of any

Minimum age of

person employed

the employment

of donkey and or

other animal and

the payment of

fair wages.




dispute arising between the contractor and his workmen on the

grounds that the wages paid are not fair and reasonable the dispute

shall be referred without delay to the University Engineer who shall

decide the same. The decision of the University Engineer shall be

conclusive and binding on the contractor but such decision shall not in

any way affect the conditions in the contract regarding the payment to

be made by Government at the sanctioned tender rates.

(vi) Contractor shall provide drinking water facilities to the workers.

Similar amenities shall be provided to the workers engaged on

large work in urban, areas. (vii) Contractor to take precaution against accidents which takes place on

account of bout using loose garments while working near machinery.

Clause 44- Payment to contractor shall be made cheque drawn on any Method of

treasury within the division convenient to them provided the amount exceeds Payment

Rs. 10 Amounts not exceeding Rs. 10 will be paid in cash.

Clause 45- Any contractor who does not accept these conditions shall be not Acceptance of

allowed to tender for work. conditions

compulsory before

tendering for work

Clause 46- If M.P.K.V. declares a state of scarcity or famine to exist in the Employment Of

village situated within 10 miles of the work, the contractor shall employ Scarcity labour. upon such parts of the works, as are suitable for unskilled labour, any

person certified to him by the University Engineer, or by any person to

whom the University Engineer may have delegated this duty in writing

to be need or relief and shall be bound to pay to such person wages,

not below the minimum which, M.P.K.V. may have fixed in this behalf.

Any disputes which may arise in connection with the implementation

of this clause shall be decided by the University Engineer whose

decision shall be final and binding on the contractor. Clause 47- The price quoted by the contractors shall not in any case exceed

the control price if any, fixed by M.P.K.V. or reasonable price which it is

permissible for him to charge a private purchaser for the same class and

description the controlled price or price permissible under Hoarding and

Profiteering Ordinances 1948 as amended from time to time. If the price

quoted exceeds the controlled price or the price permissible under Hoarding

and Profiteering Prevention ordinance the contractor will specifically mention

this fact in his tender along with the reasons for quoting




such higher prices. The purchaser at his discretion will in such case

exercise the right of revising the price at any stage so as to confirm with

the controlled price exercise the right of revising the price at any stage so

as to conform with the controlled This discretion will be exercised without

prejudice to any other action that may be taken against the contractor. Clause -47 A- The tendered rates shall be inclusive of all taxes rates and Maharashtra Act cases and shall also be inclusive of the tax livable in respect of works of 1985 clause contract under the provision of the Maharashtra Sales tax on transfer of regarding property in goods involved in the execution of works contract Act 1985 Turnover Tax vide (Maharashtra Act, No. XIX of 1985). P.W.D Circular No.

330/Bldg-2

dt.10/6/1986

Clause 48 - The rates to be quoted by the contractor must be inclusive of sales Tax No extra payment on this account will be made to the contractor.

Clause 49- In case of materials that may remain surplus with the contractor from those issued for the work contracted for the date of ascertainment of the materials being surplus will be taken as the date of sale for the purpose of sale tax and the sales tax will be recovered on such sale.

Clause 50- The Contractor shall employ the unskilled labour to be employed by him on the said work only from locally available labours & shall give preference to those persons enrolled under Maharashtra Government employment & self employment Department's Scheme.

Provided however, that if the required unskilled labours are not available locally, the contractor shall in the first instance employee such number of persons as is available & thereafter may with previous permission, in writing of the University Engineer in charge of the said work, obtain the rest of requirement of unskilled labour from outside the above scheme.

Clause 51- Wages to be paid to the skilled and unskilled laborers engaged by the contractor.

The contractor shall pay the laborers skilled and unskilled according to the wages prescribed by the minimum Wages Act 1948 applicable to the area in which the work is located.

The contractor shall comply with the provisions of the apprentices Act 1961 and Rules and orders issued the under from time to time. If he fails to do so his failure will be a breach of the Contract and the University Engineer may in his discretion, cancel the Contract. The contractor shall also be liable for




any pecuniary liability arisen on account of any violation by him of

the provision of Act. The contractor shall pay the laborers skilled

and Un-skilled according to wages prescribed by Minimum Wages

Act applicable to the area in which the work lies.

Clause 52- All amounts whatsoever which the contractor is liable

to pay to the M.P.K.V. in connection with the execution of the

work including the amount payable in respect of

(i) Materials and or stores supplied/issued hereunder by the

M.P.K.V. to the Contractor (ii) Hire charges in respect of heavy plant, machinery and equipment

given on hire by the M.P.K.V. to the contractor for execution by him of the

work and/or on which advances have been given by the M.P.K.V. to the

contractor shall be deemed to be arrears of the Land Revenue and the

M.P.K.V. may without prejudice to any other rights and remedies of the

M.P.K.V. recover the same from the contractor as arrears of Revenue.

Clause 53- The contractor shall duly comply with all the provisions of the P.W. Deptt. Contract Labour (Regulation and Abolition) Act, 1970 (37 of 1970) and the NO.CAT1284 Maharashtra Contract labour (Regulation and abolition) Rules, 1871 as (Building-2) dated amended from time to time and all other relevant statutes and statutory provisions concerning payment of wages particularly to workmen employed by the contractor and working on the site of the work. In particular the contractor shall pay wages to each worker employed by him on the site of the work at the raes 'prescribed under the Maharashtra Contract Labour (Regulation and Abolition Rules 1971). If the contractor fails or neglects to pay wages at the said rates or marks short payment and the M.P.K.V. makes such payment of wages in full or part thereof less paid the contractor, as the case may be , the amount so paid by the M.P.K.V. to such workers shall be deemed to be arrears of land Revenue and the M.P.K.V. shall be entitled to recover the same as such from the contractor or deduct same from the amount payable by the M.P.K.V. to the contractor hereunder or from any other amount payable by the M.P.K.V. to the contractor hereunder or from any other amount/s payable to him by the M.P.K.V.

Clause 54- The contractor shall engage apprentices such as bricks layer, carpenters, wiremen’s, plumbers as well as black smith as recommended by the State Apprenticeship Advisor Director of technical Education, Dhobi Talav, Bombay 1 on the construction work. (Government of Maharashtra Educational Department No. TSA-5170YT-56689 dated 7.7.1972).




Clause 55- (Government of Maharashtra P.W.D. Resolution No.

CAT-1086/CR-243/K/Bidg.32dt.11.8.1987).

(A) The anti-malaria and other health measures shall be as directed

by the Joint Director (Malaria and Fitaria) of Health services, Pune. (B) Contractor shall see that mosquito zenic conditions are not

created so as to keep vactor population to minimum level. (C) Contractor shall carry out anti malaria measures in the area as per

guidelines prescribed under National Malaria Eradication Programme and

as directed by the Joint Director (M &F) of Health Services, Pune. (D) In case of default in carrying out prescribed anti malaria

measures resulting in increase in malaria incidence, contractor shall

be liable to pay Government the amount spent by Government on anti

malaria measures to control the situation in addition to fine. (E) Relations with Public Authorities - The contractor shall make

sufficient arrangements for draining away the sullage water as well as

water coming from the bathing and washing places and shall dispose of

these water in such a way as not to because any nuisance. He shall also

keep the premises clean by employing sufficient number of sweepers.

The contractor shall comply with all rules, regulations, bye-laws

and directions, given from time to time by any local or public

authority in connection with this work and shall pay fees or charges

which are leviable on him without any extra cost of Government.

Clause 56- The tender rates are inclusive of all taxes, rates, taxes

and also inclusive of the livable tax in respect of sale by transfer of

property in goods involved in the execution of a works contract

under the provision of Rule 58 of Maharashtra Value Added Tax

ACT-2005 for the purpose of levy of Tax.

Clause 57- Tax Deducted at Source

Value added Tax @ 2% of tender cost from the contractors registered

under Maharashtra Value Added Tax ACT 2005 and @5% of tender

cost from those contractors who have not registered under

Maharashtra Value Added Tax ACT 2005 will be deducted from bills




SCHEDULE 'A'

Schedule showing (Approximately) the materials to the supplied from the departmental stores for work, contracted to be executed and preliminary and ancillary works and the rates at which they are to be charged for:

Particulars Rates at which the materials will be charged to the Place of delivery contractor.

Unit In figures In Words

1 2 3 4 5

Note :- The person or firm submitting the tender should see that the rates in the above schedule are filled up by the University Engineer-in-charge on the issue of the form prior to the submission of the tender.




ANNEXURE

Additional Conditions for procurement of Materials.

1. The contractor shall make his own arrangement for supply of materials including

bitumen 60/70 grade/cement & steel RCC Pipes collars. The contractor shall be

responsible for all transportation &* storages of the materials at site & shall be

bear all the related costs. The Engineer shall be entitled at any time, to inspect or

examine all such materials. The contractor shall provide reasonable assistance for

such inspection or examination as may be required.

2. The contractor shall keep as accurate record of use of material as like bitumen

cement & steel used in the works in a manner prescribed by the Engineer.

3. After receiving the bitumen the authorised challan/gate pass should be obtained

from the refinery mentioning the quantity of bitumen/grade of bitumen, date time

of delivery etc. & it should be handed over to Department for each consignment.

4. While transportation of bouzer a through transport pass should be obtained

from the corporation/ Municipality through which the bouzer is passed &

same should be handed over to the authorized person of Department.

5. If there is any doubt regarding the material received the same should be get tested

from the Govt. Laboratory of the cost of the Contractor & is the results are sub-

standard , the material or the work executed with such material will be rejected.

6. The day-today record of the receipt/Utility/Balance of material should be kept

by the contractor at plant site/ site of work/store & the same will be checked by

the Engineer-in charge of authorized Engineer at any time.

7. The procurement of cement/ steel RCC pipe etc. should be from authorized

manufacturing company & the vouchers regarding purchase thereof shall be

submitted to Engineer in-charge .

8. The testing charges shall be borne by the contractor.

B. Materials for Department works.

1) The contractor shall be entitled to such sum as the Engineer may consider

proper to respect of materials intended for but not yet incorporated in the

permanent works provided that :-

a) The materials are in accordance with the specification for the permanent works.

b) Such materials have been delivered to site and are properly stored and protected

against loss or damage or deterioration to the satisfaction of the Engineer.




c) The contractor's records of the requirement, order, receipts and use of

materials are kept in a form approved by the Engineer and such records shall

be available for inspection by the Engineer.

d) The contractor shall submit with his monthly statement the estimated value of the materials

on site together with such documents as may be required by the Engineer for the purpose

of valuation of the materials and providing evidence of ownership and payment thereof.

e) Ownership of such materials shall be deemed to vest in the Employer, and

f) The sum payable for such materials, secured advance loans on site shall not

exceed 75 per cent of the

i) extactory, exwarahouse price of locally manufactured materials or

ii) Stockpile value of locally produced materials such as Bricks, sand

Aggregates and crushed metal. (7) CONDITIONS FOR MATERIALS ISSUED UNDER SCHEDULE 'A'

The issue of material by the Department under Schedule 'A' of this contract will

be subject to interalia the following conditions:-

1. All the materials shall be made available for delivery on working day only during working

hours to be arranged mutually by the contractor between himself and the Storekeeper or

the University Engineers, who so ever shall issue the same. The material shall be made

available at the place of delivery mentioned in Schedule 'A' of the tender.

2. The contractor shall be submit periodically as well as on completion of work, an

account of all materials issued to him in a manner as directed by Engineer-in-

charge. The contractor shall also furnish an account of previous materials issued

before placing demand for further materials. In additions, a separate register

shall be maintained on site for recording daily item-wise cement consumption of

cement issued under Schedule 'A' as directed. This shall be signed daily by

contractor or his representative and representative of Engineer-in-charge.

3. The quantities in Schedule 'A' are approximate and may vary according to actual

and bonafide use as certified by the Engineer-in-charge.

4. All the materials mentioned in schedule 'A' required for the works shall be taken

from the Department only. The materials from other source in lieu of the materials in

Schedule 'A' shall not be allowed except under written permission from the

University Engineer. In such case, certificate for its quality shall be produced by the

contractor and samples of such materials shall be tested from any Government

Laboratory by the contractor at his own cost and the test results be supplied to the

Department. The materials not conforming to the required standard shall be

removed at once from the site of the work by the contractor at his own cost.




5. The rates mentioned in Schedule 'A' are inclusive of Sales Tax and storage charges.

6. After issue of any material for use on bonafide Government work to contractor if

the Engineer-in-charge ascertains on any particular date that the portion of such

supplies becomes surplus to the requirement of the work, the date of

ascertainment will be taken as the date for sale for the purpose of payment of

sales tax on such portion and recovered from the contractor as per rules.

7. The contractor shall construct shed/sheds as per direction of the Engineer-in-charge of

the work for storing the materials issued to him by the Department and provide double

locking arrangements, one lock shall be with incharge of Departmental person and

materials shall be taken for use in presence of the Departmental persons only.

8. The contractor shall make his own arrangement for the safe custody of the

materials which are supplied to him by the Department.

9. The contractor shall not use cement and other material under Schedule 'A' in items

other than as per this tender except for such ancillary small items as are connected with

the absolutely necessary for execution of this work as may be decided by the Engineer.

10. All steel issued under Schedule 'A' which remains surplus with the contractor after use

in the work, shall be returned to the Department. Generally, only full length bars in

lengths supplied by the Department shall be taken back by the Department. However,

the Engineer-in-charge may at his discretion, take back bars of particular diameter in

any other lengths approved by him, if same are required for use in Government work,

The rates for repayment of the surplus acceptable materials returned by the contract at

trie godown of issue, shall be at the prevailing market rates or the rates charged to the

contactor, excluding the element of storage charges or issue rates excluding the

element of storage charges at the time of return, whichever is lower. The quantity of

such surplus steel as is not acceptable to the Department may be disposed of by the

Contractor in any manner he likes and the cost thereof shall entirely be borne by the

contractor. However in case in which the materials issued to a contractor become

surplus owing to change in the design of the work after materials were issued to the

contractor the materials should be taken back from the contractor at the same rate, at

which they were supplies to him by Government provided the materials at the time of

taking over, were not actually needed and are serviceable.

11. Mild steel, Tor steel bars shall be issued to the contractor either in coils or

straight, on actual weighment, However, for the purpose of payment, the weight

of steel bars used on the work shall be calculated on the basis of standard

weight per unit length vide table in B-10, 13 of Standard Specification Book

1972, edition by B. and fc. Department. Hence claims on account of difference in

actual weight and calculated on the basis of standard weight per unit length shall

not be entertained. No extra payment for straightening the bars will be made.




12. The contractor shall make his own arrangement for securing structural steel

such as square bars, flats, rolled steels, joints, angles, iron, plates, etc. The

department is neither responsible for securing permit nor to supply required

structural steel. However, necessary certificate to the effect that the materials is

required for the said bonafide Government work, will be issued of required.

13. The charges for conveyance of materials from the place of delivery to the site of

work and the actual spot on work site shall be entirely borne by the contractor.

No claims on this account shall be entertained.

14. If surplus materials after completion of the work are not returned by the contractor,

recovery of such materials at the penal rates of twice the issue rate of these materials

shall be made from the conotractor. Sales Tax and General Tax on the cost of surplus

materials which are not returned, shall be recovered from the contractors as decided by

the University Engineer. However, it is clear that any surplus materials returned is in

unserviceable or damaged dconditions, the same will not be accepted. In such case the

cost will be recovered from the contractor as stated above in the clause.

15. Empty asphalt drums will have to be returned to the Department jn case of non-

return of empty asphalt drums, recovery at Rs.200/- (two hundred) per drum will

be charges to the contractor.

16. The person/firm submitting the tenders should see that the rates in the above

schedule 'A' are filled-up by the University Engineer-lncharge of the work on the

issue of the form prior to the submission of the tender.

17. The University shall not be responsible for the loss in cement during transit from

M.P.K.V. stores to worfc site. Cement so delivered to the contractor at the M.P.K.V.

stores shall mean 50% / per bag by weight. The rate quoted should correspond to

this method of reckoning. The correction will have to be done by weight basis. While

mixing, if cement is found short in a bag, it will have to be made good by the

contractor for which additional cement would be supplied by the Department at

issue rate in Schedule 'A'. Item or percentage rate quoted for schedule reckon this.

18. For the purpose of issue rate, the area of a A.C. sheets and ridges shall be the

actual gross size before laying in the roof and each dimension shall be measured at

straight line in plain (neglecting extra length, due to corrugations etc.)

19. The contractor shall furnish unstamped receipts for all materials issued under Schedule 'A'.

20. The contractor shall furnish the account of steel cement etc. issued to him at each time

before placing an ident for further supply. Also he should submit on completion of the

work final account of all the materials supplied to him by the Department. His account

will be scrutinized by the Engineer-in-charge, and if any extra use of found, shortages

are seen, and any quantity of material remained unaccounted for, recovery at penal

rates will be affected for such quantities as mentioned in Clause 14 above.




21. A separate register shall be maintained on site for recording detailed item wise

cement and steel consumption on the work. This register shall be signed by the

contractor or his authorized representative and got signed from the

representative of the Engineer-in-charge.




ACCOMPANIMENT TO THE GOVERNMENT RESOLUTION, PUBLIC WORKS DEPARTMENT NO. BDG 1091/CR-172/Bldg.2/, DATED 10-1-92

PRICE VARIATION CLAUSE

1. If during the Operative Period of the contract as defined in condition (i) below, there shall be any variation in the Customer Price Index (New Series) for Industrial workers for ___________________ centre as per the Labour Gazette published by the Commissioner of Labour, Government of Maharashtra and/ Industry, Government of India, as compared to the respective figure therefore, on the date of 30 days before the last date prescribed for receipt of tender and/or in the price of Petrol/Oil and lubricants, then subject to the other conditions mentioned below, price adjustment on account of (i) Labour component (ii) Material component and {iii} POL components, which respectively are ________%________% and ___________% of the total cost of work put to tender, calculated as per the formula hereinafter appearing, shall be made, {total of all these three components will be 100).

A) Formula for Labour Component

V1=0.85 (P-cost of Schedule 'a' materials used) X {K1/100 x CI-CO/CO}

Where

V1 =Amount of price variation in Rupees to be allowed.

P= Cost of work done during the period under consideration.

K1=Percentage of Labour Component as indicated above.

C0= Basic Consumer Price Index for......... Centre Ascertained as above on the date 30 days Preceding the last date prescribed for Receipt of tender.

C1= Average Consumer Price Index for ....... Centre ascertained as above during the period under

consideration,

(B) Formula for Materials component:

V2 =0.85 (P-Cost of Schedule 'a' materials used) X {K2/100 X II-IO/PO}

where=

V2=Amount of Price variation in Rupees to be allowed.

P= Cost or work done during the period under consideration.

K2= Percentage of Materials Component as indicated above. IO= Basic Wholesale Price Index ascertained as above on the date 30 days preceding the last date prescribed for receipt of tender.

I1- Average Wholesale Price Index ascertained as above during the period under consideration.




C) Formula for Petrol Oil and Lubricant component: V3=0.85 (P-cost of Schedule 'a'

material used) X {K3/100 x P1-PO/PO}

Where

V3=AmoLint of price variation in Rupees to be allowed.

P= Cost of work done during the period under consideration.

K3= Percentage of petrol, oil and lubricant component, as indicated above.

P1= Average Price of H.S.D. for Bombay during the period under consideration.

PO= Average price of H.S.D. for Bombay on the date 30 days preceding the last date prescribed for receipt of tender.

II. Conditions referred to In Paragraph-1

I. The Operative Period of the contract shall mean the period commencing from the date of the

work order issued to the Contractor and ending on the date when the time allowed for the

work specified in the Memorandum under Tender for work expires taking into consideration

the extension of time, if any , for completion of the work granted by Engineer-in-charge

under the relevant clause of the conditions of contract in cases other than those where such

extension in necessitated on account of default of the contractor. The decision of the

Engineer-in-charge as regards the Operative Period of the contract shall be final and binding

on the contractor. Where compensation for liquidated damages is levied on the contractor on

account of delay in completion or inadequate progress under the relevant contract

provisions, the escalation amount for the balance work from the date of levy of such

compensation shall be worked out by pegging the indices, C-1, 1-1 and P-1 to levels

corresponding to the date of from which such compensation is levied.

II. This price variation clause shall be applicable to all contracts in B-1 , B-2 and C

forms but shall not apply for piece works.

III. Price variation shall be calculated in accordance with the formula mentioned

above, separately for labour, material and POL components.

IV. The price variation under this clause shall not be payable for the extra items required to be

executed during the completion of the work and also on the excdss quantities payable under

the provisions of Clause 38/37 of the contract of B1/B2 respectively, since the rates payable

for the extra items or the extra quantities under Clause 38/37 are to be fixed as per the

current DSR or as mutually agreed to subject to yearly revision till completion of such work.

In other words, when the completion/ execution of extra items as well as extra quantities

under clause 38/37 of the contract from B-1 / 62 extends beyond the operative date of the

then DSR, the rates payable for the same beyond that date shall be revised with reference

to he next current DSR prevalent at that time on year to year basis or




revised in accordance with mutual agreement thereon, as provided for in the

contract, whichever is less.

V. This clause is operative both ways, i.e. , if the price variation in the said Wholesale

Price Index for all commodities, Consumer Price Index {New Series) or price of HSD

for is on the plus side, payment on account of the price variation shall be allowed to

the Contractor and if it is on the negative side, the Government shall be entitled to

recover the amount from the contractor and the amount shall be deductible from the

contractors bill for the respective period in which there are fluctuations.

PRICE VARIATION CLAUSE If during the operative period of the contract as defined in condition (i) below there shall

be any variation in the Consumer Price Indeed (New series) for Industrial workers for

Nashik Central as per, the labour Gazette published by the Commissioner of Labour,

Government of Maharashtra and/ or in the whole sale price Index for all commodities

prepared by the office of Economic Advisor. Ministry of Industry Govt. of India, as

compared to the respective figures therefore on the date 30 days before the last date

prescribed for receipt of tenders and / or in the price of Petrol/ Oil and Lubricants, then

subject to the other conditions mentioned below, price adjustment of account of (i) Labour Components : PL 13.66 % (ii) Cement Components: PC 12.54% (iii) Steel Components : Ps 29.52% (iv) Bitumen Components : Pb - NIL % (v) Fuel & Lubricant Components : P1 3.00 % (vi) Other materials components : pm 41.28 %

Calculated as per the formula hereinafter appearing shall be made. (Total of tall these components will within 100)

Price Adjustment - Contract price shall be adjusted for increase or decrease in rates

and price of Labour, Material fuel and Lubricants in accordance with the following

principles and procedures and as per formula given in the contract data.

The cost of materials supplied by the Employer, if any at fixed prices shall be excluded

from the scope of price adjustment.

Price adjustment shall apply for the work done from the date given in the contract data

upto the end of the initial intended completion date or extensions granted by the

employer and shall not apply to the work carried out beyond the stipulated time for

reasons attributable to the contractor.

The price adjustment shall be determined during each quarter from the formula given in

the contract data.




Following expressions and meanings are assigned to the work done during each

quarter. R= Total value of work done during the quarter excluding cost of the Employer

at fixed prices, it would include the value of materials on which secured advances has

been granted. If any, during the quarter less the value of material in respect of which

secured advance has been recovered, if any during the quarter. To the extent that full compensation for any rise of fall costs to the contractor is not covered by the

provisions of this or other clauses in the contract, that unit rates and prices included is the contract

shall be deemed to include amounts to cover the contingency of such other rise of fall in costs. Adjustment for Labour Components

Price adjustment for increase of decrease in the cost due to labour shall be paid in

accordance with the following formula:- VL = 0.85xP1/100xRx(LI-LO)/Lo

VL = Increase or decrease in the cost of work during the quarter under consideration

due to changes in rates for local labour.

Lo = The average consumer price index for industrial workers for Nashik centre for

quarter proceeding the date of opening of bids as published by Labour. PI = The average consumer price index for industrial workers for NASHIK centre for the quarter

under consideration as published by Labour Bureau, Ministry of Labour Government of India.

PL = Percentage of Labour components of work.

Adjustment for cement components Price adjustment for increase or decrease in the cost of cement procured by the contractor shall be paid in accordance with the following formula :-

Vc = 0,85xpc/1 OOxRx(ci-co)/co

Vc = Increase or decrease in the cost of work during the quarter under

consideration due to changes in the rates for cement

Co = The all India average wholesable price index for cement for the quarter

preceding the date of opening of bids as published by the Ministry of

Industrial Government of India New Delhi

Ci = The all India average wholesale price Index for cement for the quarter

under consideration as published my Ministry of Industrial Development,

Government of India, New Delhi.

PC = Percentage of cement components of the work




Adjustment for Steel component

Price adjustment for increase or decrease in the cost of steel procured by the contractor shall be paid in accordance with the following formula:-

Vs = 85xps/100xRx(si-so)/so

Vs = Increase or decrease in the cost of work during the quarter under consideration due to changes in the rates for steet.

So = The all India average wholesale price index for steel (Bars and Rods) for the quarter preceding the date of opening of bids as published by the Ministry of Industrial Development New Delhi

Si = The all India average wholesale price Index for Steel {Bars and Rods) for the quarter under consideration as published by Ministry of Industrial Development New Delhi

Ps = Percentage of steel components of the work.

Note:- For the application of this clause, Index of Bars and Rods has been chosen to represent group.

Adjustment for bitumen component

Price adjustment for increase or decrease in the cost of bitumen shall be paid in accordance with thy following formula:

Vb = 0.85xpb/100xRx (Bi-Bo)/Bo

Vb = Increase or decrease in the cost of work during the quarter under consideration due to changes in the rates for bitumen.

Bo = The average official retail price of bitumen at the IOC depot at Mumbai on the day 30 days prior to date of opening bids.

Bi = The average official retail price of bitumen of IOC depot at Mumbai for

the 15tM

day of the middle calenderer of the quarter under consideration.

Pb = Percentage of bitumen components of the work.




Adjustment for Fuel and lubricant Component

Vs = 85xps/100xRx(si-so)/so

Vs = Increase or decrease in the cost of work during the quarter under

consideration due to changes in the rates for steel.

So = The all India average wholesale price index for steel (Bars and Rods) for the quarter preceding the date of opening of bids as published by the Ministry of Industrial Development New Delhi

Si = The all India average wholesale price Index for Steel {Bars and Rods) for the quarter under consideration as published by Ministry of Industrial Development New Delhi.

Ps = Percentage of steel components of the work.

Note:- For the application of this clause, Index of Bars and Rods has been chosen to represent group.

Adjustment for bitumen component

Price adjustment for increase or decrease in the cost of bitumen shall be paid in accordance with thy following formula:-

Vb = 0.85xpb/100xRx (Bi-Bo)/Bo

Vb = Increase or decrease in the cost of work during the quarter under consideration due to changes in the rates for bitumen

Bo = The average official retail price of bitumen at the IOC depot at Mumbai on the day 30 days prior to date of opening bids.

Bi = The average official retail price of bitumen of IOC depot at Mumbai for

the 15tM

day of the middle calenderer of the quarter under consideration.

Pb = Percentage of bitumen components of the work.

Adjustment for Fuel and lubricant Component

Price adjustment for increase or decrease in the cost of POL (fuel and lubricant) shall be paid in accordance with the following formula:-

Vf = 0.85xof/1QOxRx (Fi-Fo) / Fo




Vf = Increase or decrease in the cost of work during the quarter under consideration due to changes in the rates for fuel and lubricants

Vf = Increase or decrease in the cost of work during the quarter under consideration due to changes in the rates for fuel and lubricants.

Fo = The average official retail price of High Speed Diesel (HSD) at the existing consumer pumps of IOC at MUMBAI on the day thirty days prior to the date of opening of bids

Fi = The average official retail price of High Speed Diesel (HSD) at the existing consumer pumps of IOC at MUMBAI for the 15"

1 day of the

middle calendar month of the quarter consideration.

Pf = Percentage of fuel and lubricant components of the work.

Note :- For the application of this clause the price of High Speed diesel Oil has been chosen to represent fuel and lubricant group.

Adjustment for Other materials component

Vi = Price of adjustment for increase or decrease in the cost of local materials other than cement steel bitumen and POL procured by the contract shall be

paid1 in accordance with the following formula:-

Vm = 0.85xpm / 100x R x (Mi - Mo ) / Mo

Vm = Increase or decrease in the cost of work during the quarter under consideration due to changes in rates For local materials other than cement steel, bitumen and POL

Mo = The all India average wholesale price index (all commodities) for the quarter preceding the date of opening of bids, as published by the Ministry of Industrial Development, Govt. of India, New Delhi.

Mi = The all India average wholesale price Index (all commodities) for the quarter under consideration as published by Ministry of Industrial Development, New Delhi

Pm = Percentage of local material components (Other than cement, Steel,

Bitumen and POL) of the work.




A) Additional General Conditions and specifications


1. General 88

2. Contractor to Study site conditions 88

3. Declaration of Contractor 88

4. Indemnity 88

5. Definition 89 to 91

6. Errors, Omissions and discrepancies 92

7. Working method and progress schedule 93 to 95

8. Agent and work order book 96

9. Setting Out 96

10. Levelling instruments 96

11. Authority of representative of Engineer-in-charge 96

12. Co-Ordination 97

13. Assistance in procuring Priorities / permits etc. 97

14. Quarries 99 to 101

15. Collection of Materials 101

16. Site Office 102

17. Treasure-Trove 102

18. Patented Device 103

19. Explosive 103

20. Damage By Floor for accident 103

21. Police Protection 103

22. Traffic Regulations 103

23. Inspections & Supervision 104

24. Initial Measurements 104

25. Samples & Testing of Materials 104

26. Change in cement contains etc. 106

27. Cement Concrete / form work for concrete 107 to 109





28. Miscellaneous 110 to 112

29. Medical and sanitary arrangement for labour 113

30. Safety Code 114 to 116

31. Scope of Rates for different items of work 117

32. Payments 118

33. Handing over of work 118

34. Claims 118

35. Quality Assurance & Maintenance 118




ADDITIONAL GENERAL CONDITIONS AND SPECIFICATIONS:-

1) These are to apply as additional condition and specifications unless

otherwise already provided for contradictorily elsewhere in this contract.

2) CONTRACTOR TO STUDY SITE CONDITIONS:

The contractor shall be deemed to have carefully examined the work and side conditions

including labour, the general and the special conditions, specifications, schedules and

drawings and shall be deemed to have visited the site of the work and to have fully

informed himself regarding the local conditions and carried out his own investigations to

arrive at rates quoted in the tender. In this regard, he will be given necessary information

to the best of knowledge of department but without any guarantee about it. If he shall have

any doubt as to the meaning of any portions of these general conditions or the special

conditions, the scope of work of the specifications and drawings, or any other matter

concerning the contradict he shall in good time, before submitting his tender, set forth the

particulars thereof and submit them to the University Engineer M.P.K.V. Rahuri in writing in

order that such doubts may be clarified authoritatively before tendering once a tender is

submitted, the matter will be decided according to tender conditions in the absence of such

authentic pre clarification.

3) DECLARATION OF THE CONTRACTOR: The contractor should sign the declaration from on page 14

4) INDEMNITY:

The contractor shall indemnify the Government against all actions, suits, claims and

demands brought or made against him in respect of anything done or committed to be

done by the contractor in execution of or in connection with the work of this contract

and against any loss or damage to the Government in consequence of any action or

suit being brought against the contractor for anything done or committee to be done in

the execution of the works of this contract.

5) DEFINITIONS:

Unless excluded by or repugnant to the context.

a) The expression "M.P.K.V." as used in the lender papers shall mean the

Mahatma Phule Krishi Vidyapeeth, Rahuri, Dist. A'nagar. b) The expression "Engineer" or "Engineer-in-charge" as used in the tender papers

shall mean the University Engineer-in-charge of the work for the time being.




c) The expression "Contractor" used in the tender papers shall mean the

successful renderer whose tender has been accepted and who has been

authorized to proceed with the work. d) The expression "Contract" as used in tender papers shall mean the deed of

contract together with its original accompaniments and those later

incorporated in it by mutual consent. e) The expression "Plant" as used in the tender papers shall mean every temporary and

necessary means necessary or considered necessary by the Engineer to execute,

construct, complete and maintain the works and used in, altered, modified, substituted

and additional work ordered in the time and the manner herein provided and all

temporary materials and special and other articles of appliances of every sort, kind

and description what - so- ever intended or used thereof. f) "Drawing" shall mean the drawings referred to in the specification and any modification

or such drawings approved in writing by Engineer and such other drawings as may

from time to time the furnished or approved in writing by the Engineer. g) "Engineer's representative" shall man an assistant of the Engineer notified in

writing to the contractor by the Engineer. h) Provisional sum or "Provisional lump sum" shall mean a lump sum included by

M.P.K.V. in tender documents and shall represent the estimated value of work

for which details are not available at the time of issue of tender. i) "Provisional items" shall mean items for which approximate quantities have

been included in the lender documents. j) The "Site" shall means the lands and/or other places, on under in or through which

the work is to be executed under the contract including any other lands or places

which may be allotted by M.P.K.V. or used for the purpose of contract. k) The "Work" shall mean the works to be executed in accordance with the contract or part

(s) thereof as the case may be and shall include all extra or additional, altered

or substituted works as required for performance of the contract. l) The "Contract sum" shall mean the sum for which the tender is accepted. m) The "Accepting Authority" shall mean the officer competent to accept the tender. n) The "Day" shall mean a day of 24 hours from midnight to midnight irrespective

of the number of hours worked in any day in that week. o) "Temporary works" shall mean all temporary works of every kind required in or

about the execution, completion, or maintenance of the works. p) "Urgent works" shall mean any measure which, in the opinion of the Engineer-in-charge,

become necessary during the progress of the work or the persons working, thereon.

Where the context so requires, words importing the singular only also include the plural




and vice-versa.

Heading and marginal notes, if any, to the general conditions shall not be

deemed to from pan thereof or be taken into consideration in the interpretation

or construction thereof the contract. Wherever there is mention of "Schedule of

rates" of the Division or simply D.S.R. in this tender, it will be taken to means

as "the Schedule of the rate of the Division in whose jurisdiction the work lies".

a) University Engineer" means the University Engineer of the Mahatma

Phule Krishi Vidyapeeth Rahuri or his representative. b) "Architect" means every partner of the firm appointed for the works or in the

event of their ceasing to be Architect for the work such other firm or person as

may be appointed by the University, as Architect of this work.

The Architect so appointed is required to obtain all necessary permissions viz.

N.A. permission, commencement certificate, completion certificate, certificate

from all departments of Municipal Corporation required for it's lawful execution/

Occupation of the work / building in question.

The contractor shall allow the Architect to inspect the works who will give directives to

the Contractor through the University Engineer or his representative at the site during

the progress of work to observe rules and regulations of the local authorities. c) "Comptroller" Means the Comptroller of the Mahatma Phule Krishi Vidyapeeth, Rahuri.

d) "Contractor" means the person or persons, firm or company whose tender has

been accepted by Mahatma Phule Krishi Vidyapeeth and includes the

contractor's personal representative, successors and permitted assigns. e) "Contract price" means the sum name in the tender subject to such additions thereto

or deductions therefrom as may be made in the provisions hereinafter contained. f) "Contract Plant" means all appliances or things of whatsoever required in or

about the execution plant or maintenance of works or temporary works (as

hereinafter defined) but does not include materials or other things intended to

for or forming part of the permanent work. g) Services of notice in writing or "Written Notice" means notice of a communication in

writing, typed or printed character sent to the last known private or business address or

registered office to which in the ordinary course of post it would have been delivered. h) "Virtual Completion" means that the completion as in the opinion of the University

is fit for occupation in every respect including removal and scaffolding plant,

surplus materials and rubbish and cleaning of dirt from works and site. i) "Works" means all the works defined by Bill of quantities, drawings, specifications, and

such other works as the contractor may be entrusted with for executing with the contract. j) "Act insolvency" means any of insolvency as defined by the Maharashtra

insolvency Act or any amending Statute.




k) "Site Order Book" means the order book which shall be maintained by the contractor

at the site of the work in which instruction shall be given to the contractor by the

university as and when necessary. These orders shall have to be assigned and

complied by the contractor and nothing else will be written on it, if the contractor wants

to represent anything relating thereto, he can do so by separate letter.




6) ERRORS, OMISSIONS AND DISCREPANCIES:

a) In case of errors, omissions and / or dis-agreement between written an scaled

dimensions on the drawing or between drawings and specifications etc. the

following order of preference shall apply,

i) Between actual called and written dimensions or descriptions on a drawing the

letter shall be adopted ii) Between the written or shown description of dimensions in the drawing and

corresponding one in the specifications, the later shall apply. iii) Between the quantities shown in schedule of quantities and those arrived at

from the drawings, the later shall be preferred.

b) In case of discrepancy between percentage rate quoted in figures and words,

the lowest of the two will be considered for acceptance of tender. c) In all cases of omission and/or doubts of discrepancies in the dimension or

description of the item or specifications, a reference shall be made to the

University Engineer M.P.K.V. Rahuri whose elucidation, elaboration or decision

shall be considered as authentic. The contractor shall be held responsible for any

errors that may occur in the work through lack of such reference and precaution. d) The special provision in detailed specifications and wording of any item shall gain

precedence over corresponding contradictory provision (if any) in the Standard

Specifications of Public Works Department Hand Book where reference to such

specifications is given without reproducing the details in contract.

7.1 PROGRAMME OF WORK

The work is requiring to be completed within a period of Eighteen months (including the

monsoon period.)

7.2 (A) METHODOLOGY OF CONSTRUCTION AND CONSTRUCTION EQUIPMENTS: Contractor shall furnish at least 15 days in advance his programme of commencement of item or

work, the details of actual methods that would be adopted by contractor for the execution of various

items of work such a well sinking, cas-in-situ, super structure for Bridge work and Earth work,

W.B.M. Black topping items etc. for Road works supported by necessary detailed drawing and

sketches Including those of the plant an Machinery that would be used their locations, arrangement

for conveying and handling materials etc. and obtain prior approval of the Engineer-in-charge

reserves the right to suggest modifications or make complete changes in the method proposed by

the contractor, whether accepted previously or not at any stage of the work,




to obtain the desired accuracy, quantity and progress of the work which shall be bining on

the contractor, and no claim on account of such change in method of execution will be

entertained by M.P.K.V. so long as specifications of the item remain unaltered. The side

responsibility for the safety and adequacy of the methods adopted by the contractor, will

however, rest on the contractor irrespective of any approval given by the Engineer.

In case of slippage from the approved work programme at any stage, the contractor

shall furnish revised programme to make up the slippage within the stipulate Time

schedule an obtain the approval of the engineer to the revised programme.

(b) CONSTRUCTION EQUIPMENT: The contractor shall be required to give a trial run of the equipments for establishing their capability

to achieve the laid down specifications and tolerance to the satisfaction of the Engineer before

commencement of the work. All equipment provided shall be of proven efficiency and shall be

operated and maintained at all times, in a manner acceptable to the Engineer and no equipment or

personnel will be removed from site without permission of the Engineer.

(c) PROGRESS SCHEDULE: The contractor shall furnish within the period of one month of the order to start the work, the

programme of work in CPM/PERT charts in quadruplicate indicating the date of actual start, the

monthly/progress expected to be achieved an the anticipated completion date of each major item of

work to be done by him, also indications dates of procurement and setting up of materials, plant and

machinery. The schedule is to be such as is practicable of achievement towards the completion of

whole work in the time limit, the particulars items, if any, on the due dates specified in the contract

and shall have the approval of the Engineer-in-charge. No revised schedules hall be operative

without such acceptance in writing. The Engineer is further empowered to ask for more detailed

schedule or schedules say; week by week for any item to items, in case of urgency of work as will

be directed by him and the contractor shall supply the same as and when asked for.

The contractor shall furnish sufficient plant, equipment an labour as may be necessary

to maintain the progress of schedule. The working and shift hours restricted to one shift a day

for operations to be done under the Government supervision shall be such may be approved by

the Engineer-in-charge. They shall not be varied without the prior approval of the Engineer.

Night work which requires supervision shall not be permitted except when specifically allowed

by Engineer each time if required by the contractor. The contractor shall provide necessary

lighting arrangements etc. for night work as directed by Engineer without extra cost.

Further, the contractor shall submit the progress report of work in prescribed from and

charts etc. at periodical intervals, as may be specified by the Engineer-in-charge.

Schedule shall be in the form of progress charts, forms, progress statement and / or

reports a's may be approved by the Engineer.




The contractor shall maintain proforma charts; details regarding machinery, equipment,

labour, materials, personnel etc. as may be specified by the Engineer and submit

periodical returns thereof as may be specified by the Engineer-in-charge.

AGENT AND WORK ORDER BOOKS: The contractor shall himself manage the work or engage an authorized all time agent on the

work capable of managing and guiding the work and understanding the specifications and

contract conditions. A qualified and experienced, engineer shall be provided by the contractor

as his agent for technical matters in case the Engineer-in-charge considers this is essential for

the work and directs contractors. He will take orders as well be given by the University

Engineer or his representative and shall be responsible for carrying them out. This agent shall

not be changed without prior intimation to the University Engineer and his representative on the

work site. The contractor shall supply to the Engineer the details of all supervisory and other

staff employed by the contractor and notify changes when made and satisfy the Engineer

regarding the quantity and sufficiency of the staff, thus employed. The Engineer will have the

unquestionable right to ask for changes in the quality and number of contractor's supervisory

staff and to order removal from work of any of such staff. The contractor shall comply with such

others and effect replacements to the satisfaction of the Engineer. A work order book shall be maintained on site it shall be the property of M.P.K.V. and the contractor

shall promptly sign orders given therein by the Executive Engineer or his representing and his

superior officers and comply with them. The compliance shall be reported by the contractor to the

Engineer in good time so that it can be checked. The blank work order book with machine numbered

pages will be provided by the department free of charges for this purpose. The contractor will be

allowed to copy out instructions therein from time to time. __________

(9) SETTING OUT (I) ROAD WORKS:

9.1 The contractor shall establish working bench marks in the area soon after taking

possession of the site. The reference Bench mark for the area shall be as indicated

in the Contract Documents. The working bench marks/ shall be at the rate of four

per KM and also at or near all drainage structures, over bridge and underpasses.

The working bench marks/ levels should be got approved from the engineer.

Checks must be made on these bench marks one every month and adjustment if

any got agreed with the Engineer and recorded. An upto date record of all bench

marks including approved adjustment, if any shall be maintained by the contractor

and also a copy supplied to the Engineer for his record. 9.2 The lines and levels of formation, side slopes, drainage, carriageways and

shoulders shall be carefully set out and frequently checked, care being taken to

ensure that correct gradients and cross sections are everywhere obtained.




9.3 In order to facilitate the setting out of the works, the centre line of the carriageway or

highway must be accuracy established by the contractor and approved by the Engineer. It

must then be accurately referenced in a manner satisfactory to the Engineer every 50 m.

intervals in plain and rolling terrain and 20 m. intervals in hilly terrain and in all curve points

as directed by the Engineer, with marker pegs chainages boards set in or near the fence

line, and a schedule of reference dimensions shall be prepared and supplied by the

contractor to the engineer. These markers shall be maintained until the works reach

finished formation level and are accepted by the Engineer.

9.4 On construction reaching the formation level stage the center lines shall again

be set out by the Contractor an when approved by the Engineer shall be a

accurately referenced in a manner satisfactory to the Engineer by marker pages

set at the outer limits of the formation. 9.5 No reference page of market shall be moved or withdrawn without the approval

of the Engineer and no earthwork or structural work shall be commenced until

the centre line has been referenced. 9.6 The contractor will be the sold responsible party for safeguarding all survey monuments,

bench marks, beacons etc. the Engineer will prove the Contractor with the data necessary

for the setting out of the center lineall dimensions and levels shown on the drawings or

mentioned in document forming part of or issued under the contract shall be verified by the

contractor on the site and he shall immediately inform the Engineer of any appearant errors

of (discrepancies) in such dimensions or levels. The contractor shall after or in connection

with the setting gut of the centre line, survey the terrain along the road and the centre line

and cross sections at intervals as required by the Engineer.

9.7 After obtaining approval of the Engineer, work on earthwork can commence and the profile

and the cross sections shall from the basis for measurements and payment. The contractor

is responsible for checking that all the basic traverse points are in place at the

commencement of the contract and if any are mission or appear to have been disturbed,

the Contractor shall make rearrangements in reestablish these points A "Survey File"

containing the necessary data will be made available purpose design notification of the

centerline or grade are advisable the Engineer will issue detailed instructions to

the contractor and the contractor shall perform the modifications in the field, as

required and modify the ground levels on the cross sections accordingly as

many times as required. There will be no separate payment for any survey work

performed by the Contractor. The cost of these services shall be considered as

being included in the cost of the iterrfe of the work in the bill of Quantities. 9.8 The work of setting out shall be deemed to be a part of general works preparatory to




the execution of the work and no separate payment shall be made for the same.

II) SETTING OUT FOR (BRIDGE WORKS):

Immediately on receipt of the work order, the Contractor shall at his own expense

clean the site and take up a provisional and final setting out an lining out of the

work under the supervision of his responsible representatives and shall provided

necessary material labour, toots instruments etc. required for the same.

One tentative abutment location will be indicated by Engineer-in-charge and the centre line

of the bridge shall be defined by him. The contractor will then have to fix up the location of

the other abutment. The abutment location will then be verified by the Department and may

be adjusted. Once the final location of the abutment is so finalized it will be the contractor’s

responsibility to line out and locate the remaining foundations.

The contractor shall be responsible for true and proper setting out of the works and for

the corrections of the positions, level dimensions and agreement of all the parts of

works, and for providing all necessary instruments appliance and labours in connection

therewith at his own cost. Officers may assist the Contractor in proper setting out

Government instruments may be allowed to be used for setting out of the work for

which no cost shall be recovered from the contractor. If at any time furnishing the

progress of work. Any error arise in regard to leaves or dimensions or alignment of any

part of the work rectification thereof on being required to do so will be carried out by the

contractor at his own cost, unless such errors are based on in correct data, supplied in

writing by the Engineer or his authorized representative in which case the expense of

the rectification shall be refunded by M.P.K.V.

The checking of any setting out or checking levels by the Engineer or his authorised

representative shall not in any way relieve the contractors of his responsibility for the

correctness thereof. The contractor shall carefully protect and preserve all bench marks

site rails, pegs another things used in setting out of works.

SETTING OUT FOR (BUILDING WORKS)

The Engineer-in-charge shall furnish the contractor with only the four corners of

the work site and a level bench mark and the contractor shall set out the works

and shall provide an efficient staff for the purpose and shall be solely

responsible for the accuracy of such setting out.

The Contractor shall provide fix and be responsible for the maintenance of all stacks,

templates, level marks profiles and other similar things and shall take all necessary

precautions to prevent their removal or disturbance and shall be responsible for the

consequence of such removal or disturbances should be the same take place and for

their efficient and timely re installment. The contractor shall also be responsible for the




maintenance of all existing survey marks boundary marks, distance marks and centre

line marks, either existing or supplied and fixed by the contractor. The work shall be set

out the satisfaction of Engineer-in-charge. The approval therefore or joining with the

Contractor by the Engineer-in-charge in setting out the work shall out relieve

the contractor or joining with the contractor by the Engineer-in-charge in setting

out the work, shall out relieve the contractor of any of his responsibilities.

Before beginning the work, the contractor shall at his own cost provide all necessary

reference and level posts, pegs, bamboos, flags, ranging rods, strings and other materials

for proper layout of the work in accordance with the scheme for bearing marks acceptable

to the Engineer-in-charge. The centre, longitudinal or face lines and cross line shall be

marked by means of small masonry pillars. Each pillar shall have distinct mark at the centre

to enable theodolite to be set over it. No work shall be started until all these points are

checked and approved by the Engineer-in-charge in writing but such

• Approval shall not relieve the contractor of any of his responsibilities. The

contractor shall also provides all labour, material and other facilities, as necessary

for the proper chocking of layout and inspection of the points during construction.

Pillar bearing geodetic marks located at the site of units of works under the

construction should be protected and fenced by the contractor.

On complication of works, the contractor must submit the geodetic documents according to which the works was carried out.

RESPONSIBILITIES FOR LEVEL AND ALIGNMENT:

The contractor shall be entirely and exclusively responsible for the horizontal

and vertical alignment, the levels and correctness of every part of the work and

shall rectify effectually any errors or imperfections therein; such rectifications

shall be carried out by the contractor at his own cost, when instructions are

issued to that effect by the Engineer-in-charge.

10) LEVELING INSTRUMENTS:

If measurements of items of the work are based on volumetric measurements

calculated from levels taken before and after constructions of the item, a large

number of leveling stays tapes etc. will have to be kept available by the Contractor

at the site of work for this purpose. Lack of such leveling staves; tapes etc. in

required numbers may cause delay in measurements and the work. The contractor

will have therefore to keep sufficient number of these readily available at site. 11) AUTHORITIES OF THE ENGINEER IN CHARGE'S REPRESENTATIVE:

The duties of the representative of the Engineer-in-charge to watch and supervise the




work and to test and examine any material to be used or workmanship

employed in connection with the works.

The Engineer-in-charge may from time to time, in writing delegate to his

representative any powers and authorities vested in the Engineer-in-charge and

shall furnish to the contractor a copy of all such delegations of power and

authorities, Any written instructions of approval given by the representative of

the Engineer-in-charge to the contractor within the terms of such delegations

(but not otherwise) shall bind the contractor and the department as through it

had been given by the Engineer-in-charge, provided always as follows.

Failure of the representative of the Engineer-in-charge to disapprove any work

or materials shall not prejudice the power of the Engineer-in-charge thereafter

to disapprove such work or materials and so order the putting down, removal of

break in up thereof.

12) CO-ORDINATION:

When several agencies for different sub-works of the project are to work

simultaneously on the project site, there must be full coordination and cooperation

between contractors to ensure timely completion of the whole project smoothly.

The scheduled dates for completion specified in each contract shall therefore, be

strictly adhered to Each contractor may make his independent arrangement for

water, power, housing etc. if they so desire On the other hand the contractors are

at liberty of mutual agreement in this behalf and make joint arrangements with the

approval of the Engineer. No single contractor shall take or cause to be taken any

steps or action that may cause, disruption discontent, or disturbance of work,

labour or arrangement etc. of the other contractor which the Engineer in his

unquestioned discretion may consider as infringement of the above code, would be

considered as a breach of the contract conditions and shall be dealt with as such.

In case of any dispute, disagreement between the contractors, the Engineer's decision

regarding the coordination, co-operation and facilities to be provided by any of the

contractors shall be final and binding on the contractors concerned and such a decision

or decisions shall not vitate any contract nor absolve the contractor(s) of his/ their

obligations under the contract nor consider for the grant for any claim or compensation. 13) ASSISTANCE IN PROCURING PRIORITIES, PERMITS, ETC.:-

The Engineer, on a written request by the contractor, will, if in his opinion, the request is

reasonably and in the intersect of work and its progress assist the contractor in securing,

the priorities for deliveries transport permits for controlled materials etc. where such are

needed. The M.P.K.V. will not however, be responsible for the non-availability of such




facilities or delay in this behalf and no claims on account of such failure or

delays shall be allowed by the M.P.K.V.

The Contractor shall have to make his own arrangement for machinery required

for the work. However, such machinery conveniently available with the

Department, may be spread as per rules in force on recovery of necessary

Security Deposit and rent with agreement in the prescribed from. Such an

Agreement shall be independent of this contract and the supply of machinery

shall not form a ground for any claim or extension of time limit for this work.

14) QUARRIES:-

14.1 No P.W.D. quarries are available with this Department. The contractor(s) shall

have to arrange the same himself/ themselves. 14.2 The quarrying operations shall be carried out by the Contractor with proper

equipment such as compressors, Jack-hammers, drill bits, explosives etc. and

sufficient number of workmen shall be employed so as to get the required out- turn. 14.3 The Contractor shall carry out the works in the quarries on conformity with all the rules and

regulations already laid down or that may be laid down from time to time by M.P.K.V. Any

cost incurred by M.P.K.V. due to non compliance of any rules or regulations or due to

damages by the Contractor shall be the responsibility of the Contractor. The Engineer-in-

charge or his representative shall be given full facilities by the contractor for inspection at all

times of the working of query, records maintained, the stocks of the explosives and

detonators etc. So as to enable him to check that the working records and storage are all in

accordance with the relevant rules. The Engineer-in-charge or his representatives shall at

any times be allowed to inspect the works, buildings and equipment at the quarters.

14.5 The Contractors shall maintain at his own cost the books, registers etc. required

to be maintained under the relevant rules and regulations and as directed by

the Engineer-in-charge. These books shall be open for inspection at all times by

the Engineer-in-charge or his representative and the contractors shall furnish

the copies of extracts of books or registers as and when required. 14.6 All quarrying operations shall be carried out by the Contractor in organised and

expenditious manner, systematically and with proper planning. The Contractor shall engage

licensed blasters and adopt electric blasting and / or any other approved method which

would ensure complete safety to all the mean engaged in the quarry and its surroundings.

The Contractor shall himself provide suitable magazines and arranges to procure and store

explosives etc. are required under the rules at his own cost. The design and the location of

the magazine shall be got approved in advance from the Chief Inspector of Explosive and

the Rules and Regulations in this connection as laid down by the




Chief Inspector of Explosive form time to time shall be strictly adhered to by the

contractor. It is generally experienced that it takes time to obtain the necessary

licence for blasting and licence for storage of materials from the concerned

authorities. The Contractor must, therefore, take timely advance action for

procuring all such licences so that the work progress may not be humpered.

14.6 The approaches to the quarrying places from the existing public roads shall

have to be arranged by the Contractor at his own cost and the approaches shall

be maintained by the Contractor at his own cost till the work is over. 14.7 The Quarrying operations shall be carried out by the Contractor to the entire satisfaction of

the Engineer-in-charge and the development of the quarry shall be made efficiently so as to

avoid wastage of stones. Only such stones as are of the required quality shall be used on

the work. Any stone which is in the opinion of the Engineer-in-charge, not in accordance

with the specifications or of required quality will be rejected at any time, at the quarry or at

the site of work. The rejected stones shall not be used on the work and such rejected

materials shall be removed to the place shown at the Contractor's cost. 14.8 Since all stones quarried from Government quarry (if made available) by the Contractor

including the excavated over burden are the property of the Government. No stones or

earth shall be supplied by the Contractor to any other agencies or works or allowed to

be taken away for any other works. All such surplus quarried materials not required for

work under this contract shall be the property of the Government and shall be handed,

over to the Contractor to Government free of cost at quarry site duly heaped at the

spots indicated by the Engineer-in-charge. The contractor will be entitled to do the

refund of royalty if any paid by him for such quantity handed over to Government for

which necessary certificate will be issued by Executive Engineer as per usual

procedure. If however, the M.P.K.V. does not required such surplus material the

Contractor may be allowed to dispose off or use such material elsewhere with prior

written permission of the Engineer-in-charge. Leaving off a quarry face or opening of a

new quarry face shall be done only on the approval of the Engineer-in-charge. 14.9 Quarrying permission will have to be directly obtained by the contractor from the Collector

of the District concerned for which purpose the Department will render necessary

assistance. All quarry fees, royalty charges, octroi duties, ground rent for staking material

etc. if any to be paid, shall be paid directly by the contractor as per rules in force. The

Contractor will however, be entitled to a refund of part of such charges as are admissible

under rules as mentioned elsewhere in this contract after obtaining a certificated from the

Engineer-in-charge that the material were required for use on Government works. 14.10 The Contractor will be permitted to earect at his own risk and cost at the quarry site if

suitable vacant space in M.P.K.V. area is available for the purpose his own-structures for




stores, offices etc. at places approved by the Engineer-in-charge. On

completion of the work the contractor shall remove all the structures erected by

him and restore the site to its original condition.

14.11 The Contractor shall not use any land in the quarry either for cultivation or for

any other purpose except that required for breaking or transporting stones.

15) COLLECTION OF MATERIALS:

i) Where suitable and approved P.W. Department's quarries exist, the contractor or piece

worker will be allowed if otherwise there is no objection to obtain the materials to the

extent required for the work from the quarry. He will be , however, liable to pay

compensation of any damage if caused to the quarry either deliberately or through

negligence or for wastage of materials by himself or his staff or labour. The Contractor

shall pay necessary royalty in advance and claim refund according to rules, if

admissible, and shall submit detailed accounts or materials from quarries as directed. ii) Where no suitable P.W. Department's quarries exist or when the quantity of the

material required cannot be obtained from a P.W. Department quarry the Contractor or

piece-worker shall make his own arrangements to obtain the material from existing or a

new quarry in Government waste land, private land or land belonging to other" States

or talukas etc. After opening the quarry but before starting collection the quarry shall be

got approved by the Engineer-in-charge or his representatives. The Contractor or piece

worker shall pay all royalty charges compensation etc. No claims or responsibility on

account of any of obstructions caused to execution of the work by difficulties arising out

of private owners of the land will be entertained. iii) The rates in the tender include all incidental charges such as opening of new

quarry, opening out a new portion in an existing quarry, removing top soil and

the unsuitable material, quarry, cost of blasting power of fuse, lift, lead, repairs

to existing cart tracks, marking new cart tacks, control charges, Central/ State

Government or Municipal Taxes, Local Board Cess etc. iv) The rates in the tender are for the delivery of the approved material on road

side properly stacked at the places specified by the Engineer-in-charge and are

inclusive of conveyance charges in respect of the leads and lifts. No claims on

account of changes in lead will be entertained. v) No material shall be removed from the land within the road boundary or from the land

touching It without the written permission of the Engineer-in-charge or his authorised agent.

If any material is unauthorisely obtained from such places , the contractor or piece worker

shall have to make good the damages and Pay such compensation in addition as may be

decided by the Executive Engineer and will have to stop further collection.




vi) Any material that falls on any P.W.D. road from the card etc. during conveyance shall be

immediately picked up and removed by the Contractor or piece worker, failing which it wit

be got removed Departmentally at his cost. No heap shall be left prior to stacking even

temporarily on the road surface or in any so as to cause any obstruction or danger to the

traffic. The any claims of compensation etc arising out of any accident etc. any such

materials causing obstruction or danger etc will be got removed Departmentally at his cost

thus removed will be entertained. The contractor Shall also be responsible for the damage

or accident etc arising out of any material that falls on the road or track, not in charge of the

Department and shall attend to any complaints which may be received.

vii) The materials shall not be stacked in place where it is liable tb~ be damaged or

lost due to traffic passing over it, to be washed away by rain or floods, to be

buried under the land slides etc. of the slip down and embankment or hill side

etc. No claims for any loss due to these and similar causes will be entertained. viii) Before stacking, the materials shall be free from all earth, rubbish vegetable matter

and other extraneous substance and in the case of metal, screened to gauge if so

directed when ready. It shall be stacked entirely clear of the road way on ground

which has been cleaned of vegetation and levelled. On high banks ghat roads etc.

where it may not be practicable to stack it entirely clear of the roadway it may be

stacked with the permission of the Engineer-in-charge on brms in such a way as to

cause minimum danger and obstruction to the traffic or as may be directed by him. ix) The size of the stack for materials other than rubble shall be 1.0 m x 1.0 x 0.5

m. or such other size as may be directed by the Engineer-in-charge and all but

one stack in furlong shall be of the same uniform size and shall be uniformly

distributed over whole lengths. One stack (at the end) in each furlong may be of

length different from the rest in order to adjust total quantity to be required but

its width arfd height will be the same as those of the rest. x) The University Engineer shall supply the contractor with statement showing furlong

wise quantities that will be required and the order in which the collection is to be

done. No materials in excess of requirements in that furlong shall be staced. Any

excess quantity shall be removed at the Expense of the contractor or piece worker

to where it is required before the material in that furlong is finally measured. xi) In stacking materials the deposition shall commence at the end of the mile furthst from the

quarry and be carried continuously to the other end (unless otherwise directed by the

University Engineer). Stacking in one furlong shall be completed before it is started in

another unless directed otherwise in writing by the University Engineer. Measurements of

the materials stacked in a furlong will not be recorded until the full quantity required has

been stacked unless otherwise authorised by Engineer in writing. Collecting and spreading




shall not be carried out at the same time in one and the same mile or in two

adjoining miles except with the written permission of the University Engineer.

xii) Unless otherwise directed the materials shall be collected in the following order

according to availability of space (1) Rubble (if included in tender) (2) metal (3) Soft

murum and (4) Hard murum. Hard murum shall be stacked on the side opposite to

that on which soft murum has been stacked. Similarly, metal collected for petty

repairs shall be sfacked on the side opposite to metal for new layer. Where metal

for two layers has to be stacked, as in the case of new roads, the metal for each

layer shall be stacked on the opposite sides of the road. xiii) All road material shall be examined and measured before it is spread. The labour for

measurements (and check measurements wherever carried out shall be supplied by the

contractor or piece worker. Immediately after the measurements are recorded the stacks

shall be marked by the contractor or piece worker by white wash or otherwise as may be

directed by the University Engineer to prevent from any possibility of the same material

being measured and recorded over again and to prevent any unauthorized tampering with

the stacks. If the contractor or the piece worker fails to attend the measurements of

materials after receiving the notice from the University Engineer or his subordinate stating

date and time of the intention to measure the work, , shall be measured nevertheless and

no complaint in this respect will be entertained later on. If the contractor or piece worker

fails to supply sufficient labour for the materials required at the time to measurements or

check measurements, after due notice has been given to him, the expenses incurred on

account of employing departmental labour or material etc . or any accident or occurrence

what-so-cver in connection, there wtili. all operations in or for which explosives are

employed being at the risk of contractor and upon his sole responsibility and the contractor

hereby gives to M.P.K.V. an absolute indemnity in respect thereof xiv) No deduction will be made for voids.

16) THEMPORARY QUARTERS AND SITE OFFICE :-

i) The contractor shall at his own expense maintain sufficient experienced supervisory

staff etc. required for the work and shall make his own arrangement, provide

housing for them with nil necessary arrangements, including fire preventive

measures etc. as directed by the Engineer -in- charge ii) The contractor shall provide, furnish, maintain and remove on completion of the work, a

suitable office on the wok site for the use of University Engineer's representative. The Sft.

Covered area Exclusive of Verandah should not be less than 400. Ii may have brick walls

and asbestos or corrugated iron roof, paved floor should be 18" above ground level. He

should provide a suitable latrine, urinals and keep (hem clean daily, this will be supposed




to be included in his rate.

17) TREASURE TROVE :- ln (he event of discovery by (he contractor or his

employees, during the progress of the work of any treasure, fossils, minerals

or any other articles of value or interest, the contractor shall give immediate

intimation thereof to the Engineer and forthwith hand over to the Engineer such

treasure to things which shall be the proper! y of Government. 18) PATENTED DEVICE:

Whenever the contractor desires to use any designed devices, materials or process

covered by the letter of patent or copy right, the right for such use shall be secured

by suitable legal arrangement and agreement with patent owner and the copy of

their agreement shall be with the Engineer-in-charge if so desired by the later. 19) EXPLOSIVES:

The contractor shall at his own expense construct and maintain proper magazines, if

such are required for the storage of explosives for use in connection with the work and

such magazine, being situated constructed and maintained in accordance with the

Government Rules applicable in the behalf. The contractor shall at his own expenses

obtain such license or Licenses as may be necessary for storing and using explosives

notwithstanding that the location etc. or storage of explosives are approved by the

Engineer, the M.P.K.V shall not be incurring any responsibility whatever in connection

with storage and use of explosives on (he site or any accident or accurance what so

ever in connection, there with, all opration in or for which explosive are employed being

at the risk of contractor and upon his sole responsibility and the contractor hereby give

to MPKV and absolute indemnity in respect therefore. 20) DAMAGE BY FLOODS OR ACCIDENTS :-

The contractor shall take all precautions against damage by floods or like or from accident

etc. No compensation will be allowed to the Contractor on this account or for correcting

and repairing any such damage to the work during construction. The contractor shall be

liable to make good at his cost any plant or materials belonging to the Government lost or

damaged by floods or from any other cause which is in his charge. 21) POLICE PROTECTION :-

For the Special Protection of camp and of the contractor's works, the

Department will halp the contractor as far as possible to arrange for such

protection with the concerned authorities if so required by the Contractor in

writing, the full cost of such protection shall be borne by the Contractor. 22) TRAFFIC REGULATION FOR ROAD WORKS :-




22.1 Unless separately provided for in the contract, the Contractor shall have to make all

necessary arrangements for regulating traffic, day to night during the period of construction

to the entire satisfaction of the Engineer. This includes the construction and maintenance of

diversions if necessary. The contractor shall have to provide necessary caution bonds,

barricades flags, lights and watchmen etc. so as to comply with the latest Motor Vehicles

Rules and regulation and lor traffic safely and lie shall be responsible for all claims from

accidents which may arise due to his negligence whether in regulating (he traffic or in

stacking material on the roads, or due to any other reasons.

22.2 The contractor shall at ail times carry out the work on the road in a

manner creating least interference to the flow of traffic, while consistent with the

satisfactory execution of the same. For all works involving improvements to the

existing road, the contractor shall, in accordance with the directives of the

Engineer-in-charge, provide and maintain, during the execution of work a

passage for traffic, either along a part of the existing carriage way under

improvement, or along a temporary diversion constructed close to the road.

22.3 TRAFFIC REGULATION FOR BRIDGES AND C.D.WORKS :-

It is to be clearly understood that whatever work carried out by the Contractor for

construction of diversion road including earthwork. W.B.M. bituminous surface

dressing. R.C.C. pipe drains etc. will be paid lord only once if the items Of temporary

diversion are included in the Contract and if due to flow of traffic, due lo floods or due to

any other cause, this diversion road and/or the R.C.C. drain gets damaged it shall be

repaired and maintained by the Contractor in good conditions till completion of the

whole work at his own expenses. Traffic safety and control shall be as per cause No.

112.4 of M.O.S.T. Specification for Roads and Bridges (ll nd Revision 1990).

23) SUPERVISION AND INSPECTION OF WORKS AND QUALITY

CONTROL :-23.1 SUPERVISION :-

The contractor shall either himself supervise the execution of the works or shall

appoint the competent agent approved by the Engineer-in-charge. to act on his

behalf. If in the opinion ol the Engineer-in-charge, the contractor has himself no

sufficient knowledge and experience of receiving instructions or cannot give his

full attention to the works, the contractor shall at his own expenses, employ as

his accredited agent a qualified Engineer approved by the Engineer-in-chargc.

Orders given to the contractor's agent shall be considered to have the force as if these had

been given to the contractor himself. If the contractor fails to appoint a suitable agent as

directed by the Engineer-in-charge. the Engineer-in-charge shall have full power to

suspend (he execution of the work until! such date a suitable agent is appointed and the


Mahatma Phule Krishi Vidyapeeth, Rahuri - 105 - 0


contractor shall be responsible for the delay so caused to the works and

contractor shall not be entitled for any compensation on this behalf.

23.2 INSPECTION :-

The contractor shall inform the Engineer-in-charge in writing when any portion of the work

is ready for inspection giving him sufficient notice to enable him to inspect the same without

affecting the further progress of the work. The work shall not be considered to have been

completed in accordence with the terms of the contract un till the Engineer-in-charge shall

have certified in writing to that effect. Approval of materials or workmenship or approval of

part ol the work during the progress of execution shall not bind the Engineer-in-charge or in

any way affect him even to reject the work which is alleged to be completed and to

suspend the issue of his certificate of completion until] such alteration and modifications or

reconstruction have been effected at ihe cost of the contractor as shall enable him to certify

that the work has been completed to his satisfaction.

The contractor shall provide at his cost necessary ladders and such

arrangements as to provide necessary facilities and assistance for proper

inspection of all parts of the work at his own cost.

24) INITIAL MEASUREMENTS FOR RECORDS :-

Where, for proper measurement of the work, it is necessary to have and inlitial set of

levels or other measurements taken, the same as recorded in the authorised field book

or measurement book ol M.P.K.V. by the Engineer or his authorised representative will

be signed by the contractor who will be entitled to have a true copy of same made at

his cost. Any failure on the part of the contractor to get such levels etc, recorded before

starting the work will render him liable to accept the decision of the Engineer as to the

basis of taking measurements. Like-wise the contractor will not cover any work which

will render its subsequent measurements difficult or impossible without first getting the

same jointly measured by himself and the authorised representative of the University

Engineer. The record of such measurements on the M.P.K.V. side will be signed by the

Contractor and he will be entitled to have a true copy of the same made at his cost. 25) SAMPLES AND TESTING OF MATERIALS :-

i) All materials to be used on work shall be got approved in advance from the Engineer-

in-charge and shall pass the test and/or analysis required by him which will be

(a) as specified in the specification for the items concerned and/or

(b) I.S.I, specifications (whichever and wherever applicable) or

(c) such recognized specifications acceptable to Engineer-in-charge as equivalent




there too absence of such authorised specification.

d) such requirement (est and/or analysis as may be sped fed by the Engineer-

in-charge in order of p/ecedence given above.

ii) The Contractor shall at his risk and cost make all arrangements and/or shall

provide all such facilities as the Engineer-in-charge may require for collecting,

preparing required number of samples for test or analysis at such time and to

such places as may be directed by Engineer and bear all such charges. Such

samples shall also be deposited with Engineer-in-charge.

iii) The contractor shall if and when required submit at his cost the samples of materials

to be tested or analyzed and if so directed, shall not make use of or incorporate in the

work any materials represented by the samples until the required tests or analysis have

been made and the materials, finally accepted by the Engineer-in-charge.

iv) The contractor shall not be eligible for any claim or compensation either arising

out of any delay in the work or due to any corrective measure required to be

taken on account of and as a result of testing of the materials.

v) The contractor or his authorised representative will be allowed to remain present in the

departmental alboratory while testing samples furnished by him. ; However, the results of all

the tests carried out in the departmental laboratory in the presence of absence of the

contractor or his authorised representative \\ ill be binding on the contractor.

vi) The contractor shall at his own cost set up laboratory to carry out the routine

tests of materials which are to be used on the work. The tests will have to be

carried out eighter in his field laboratory or in an approved laboratory. In case

tests are carried out in field laboratory, atleasl 50% test should be carried out in

nearest quality control laboratory for the Department.

vii) In case of material procured by the contractor, testing as required by the codes and

specifications shall be arranged by him at his own cost. Testing shall be done in the

presence of authorised representative of the Engineer-in-charge at the nearest

approved laboratory. If additional testing other than as required by specification is

ordered, the testing charges, shall be borne by the Department, if the lest results are

satisfactory and by the contractor if the same are not satisfactory.

viii) In case of materials supplied by the M.P.K. V. if the contractor demands

certain testing, the charges thereof shall be paid by the contractor if the testing

results are satisfactory and by the Department if the same are not satisfactory. '

ix) All Quality control test should be got done from the Institute as directed by

the Engineer Incharge.


Mahatma Phule Krishi Vidyapeeth, Rahuri - 107 - 0


26) CHANGE OF CEMENT CONTENTS ETC. :-

The tendered rated for any item, involving the use of cement shall apply to the quantity

of cement pacified for the mix for that item in the specifications. If for any reasons,

except those required for compensating he deficiencies. in the components, the

cement content and properties are altered by the Engineer (Engineer-n-charge) at any

time or from lime to time the tendered rales for the particular item and quantity or

quantities, hall be duly enhanced or reduced only to account for the addition or

reduction in cost of the cement content rom that laid down in the specification at the

rales specified in the Schedule 'A' of the contract plus 10% to over all other incidental

charges whatever. Likewise if any additives compounds water proofing materials tc. arc

ordered by the Engineer to be added to the mortar or concrete, no extra rate shall be

payable for this hanged which shall be carried out as per direction of the Engineer-in-

charge, provided cost of such additives is borne by M.P.K.V. or these are supplied free

of costs to contractor at site by the M.P.K.V. 27) CEMENT CONCRETE:-

27.1 General:

a) All concrete shall be controlled concrete and machine mix unless

otherwise directed by Engineer-in charge. For controlled or High grade

concrete, the grading of aggregates shall be got approved from the Engineer.

b) The correct proportions and the total amount of water for the mix will

be determined by means of preliminary tests and shall be got approved by the

Engineer. However, such approval docs not relieve the Contractor from his

responsibility regarding the minimum works strength requirements. Work test

shall be taken in accordance with relevancodes specifications. All proportioning

of aggregates shall be done by weight if so ordered by the Engineer.

c) All mixing shall be done by mechinieal means in approved mixers, the

Engineer may at his discretion, allow in writing hand mixing of concrete for

minor items where small quantities are involved but in that case the Contractor

shall increase the cement content of the mixure by 10% without any extra cost.

d) The form work used shall be made preferably of steel or with lining of

steel. Wooden shuttering may be allowed at the discretion of the Engineer e.g.

lintels small slabs and beams coping etc.

e) The concrete shall be machincally vibrated for proper compaction by the

method approved by the Engineer.

f) The concrete shall be cured only by a sweet potable water for full 21 days after




the time or the period specified in the detailed specification or as may be

directed by Engineer-in-charge.

27.2 FORM WORK AND STAGING FOR BRIDGE STRUCTURES :

27.2.1 For bridge structure. Forms for concrete shall be constructed of mild steel

plates or marine plywood and be of substantial and rigid construction true to shape

and dimensions shown on the drawings. Where metal forms are used all bolts and

rivets shall be counter sunk and well ground to provide a smooth plane surface.

27.2.2 Forms shall be morter tight and shall be sufficiently rigid by the use of ties

and brancings to prevent any displacement or sagging between supports. They

shall be strong enough to withstand all pressure, ramming and vibration, without

deflection from the prescribed lines occurring during and after placing the concrete

and shall be tight enough to prevent any appreciable loss of concrete during

vibration. Screw jacks or hard wood wedges where required shall be provided to

make up any settlement in the form work before or during the placing of concrete.

27.2.3 Schedule ember shall be provided in horizontal members of structures,

specially in long spans to counter act the effects of any deflection. The form

work shall be so fixed as to provided for such camber.

27.2.4 Forms shall be so constructed as to be removal in

sections in the desired sequence. Without damaging the surface of concrete

ordisturbine other section

27.5 NUMBER OF SETS OF STAGING AND SHUTTERING AND EQUIPMENT.

(FOR BRIDGE WORKS ONLY)

IN ORDER TO ENSURE COMPLETION OF BRIDGE WITHIN THE STIPULATED PERIOD, THE

CONTRACTOR SHALL HAVE TO ARRANGE A MINIMUM NUMBER OF SETS OF STAGING

AND SHUTTERING AS WELL AS EQUIPMENT OF THE REQUIRED SIZE

FOR DIFFERENT COMPONENTS as STIPULATED HEREUNDER >

I) FORWELL a) Staging and.................... sets.

foundations shuttering.

b) Equipments sets.

ii) For Other (a) Staging and................ sets.

items of shuttering,

substructure (b) Equipments................. sets.

iii) For super (a) Staging and————— sets. structure. shuttering.




(b) Equipment’s ——— sets.

Use of slip form shuttering wherever feasible will be preferred,

27.2.6 Forms shall be constructed so as to be removable in sections in the desired

sequence without damaging the surface of concrete ordistrubing other sections.

28) MISCELLANEOUS :-

1. Rate shall be inclusive of ST.. General Tax and other Taxes etc.

2. For providing electric wiring or water lines etc. recesses shall be

provided if necessary through walls, slabs, beams etc. and later refilling up with

bricks or stone chipping, cement mortar without any extra cost.

3. In case it becomes necessary for the due performance of the contract

for the Contractor to occupy land outside the Department limits the Contractor

will have to make his own arrangements with the land owners and to pay such

rents if any are payable as mutually agreed between them.

The Department will afford the Contractor all the reasonable assistance to

enable him to obtain Government land for such purpose on usual terms and

conditions as per rules of Government, if such land is available.

4. The special provision in detailed specifications or wording of any item

shall gain precedence over corresponding contradictory provision (if any) in the

standard specifications of P.W.D. Hand Book, where reference to such

specifications is given without reproducing the details in contract.

5. Suitable separating Barricades and enclosures shall be provided to separate

material brought by contractor and material issued by M.P.K. V. to contractor under

Schedule 'A' Same applies for the material obtained from different sources of supply.

6. The stacking and storage of construction material at site shall be in such

manner as to prevent deterioration or infusion of foreign matter and to ensure the

preservaion of their quality, properties and fitness lor the work. Suitable precautions

shall be taken by the Contractor to protect the material against atmospheric

actions, fire and other hazards. The materials likely to be carried away by wind

shall be stored in suitable stores or with suitable barricades and where there is

likelihood of subsidence of soil, such heavey materials shall be store on platforms.

7. For Road and Bridge works the contractor shall in additon to the

specifications cited here comply with requirements of relevant I.R.C. code practice.

8. The Contractor shall he responsible for making good the damages

done to the existing properity during construction by his men.

9. If it is found necessary from safety point of view to test any part of the structure



Construction of Buildings and infrastructure facilities for Government Agriculture College

at Muktainagar, Dist- Jalgaon the test shall by carried out by the Contractor with the help of

Department al his own cost.

10. Defective work is liable to be rejected at any stage. The contractor, on

no account can refuse to rectify the defects merely on reasons thai further work

has been carried out. No extra payment shall be made for rectification.

11. In the Schedule 'B' the work has been divided in to sections but

notwithstanding this, every part of it shall be deemed supplementary to and

complementary of every other part.

12. General directions or detailed description of work, materials and items

coverage of rates given in the specification are not necessarily repeated in the BUI

of Quantities. Reference is. however, drawn to the appropriate section clause(s) of

the General Specifications in accordance with which the work is to be carried out.

13. In the absence of specific directions to the contrary the rates and prices

inserted in the items are to be considered as the full inclusive rates and prices for the

finished work described thereunder and are to cover all labour, materials, westage.

temporary work plant overhead charges and profits, as well as the general liabilities,

obligations and risks arising out of the General Conditions of Contract.

14. The quantities set down against the item in the Schedule 'B' are only

estimated quantities of each kind of work included in the Contract an are not to

be taken as a guarantee that the quantities scheduled will be carried out or

required or that they will not be exceeded.

15. All measurements will made in accordance with the methods indicated in

the specification and read in conjunction with the General Conditions of Contract.

16. The details shown on drawings and all other information pertaining to the work

shall be treated a indicative and provisional only and arc liable to variation as found

necessary while preparing working drawing which will he supplied by the Government

during execution. The contractor shall not, on account of such variation be entitled to

any increase over the ones quoted in the lender which are on quantity basis.

17. The recoveries if any due from contractor will be effected as arrears of

land revenue through the Collector of the District.

18. Clause 101 to 107 of Specifications of Road Bridges work adhered

herewith will be applicable to works as per Schedule 'B' unless specified

otherwise in the detailed specifications of the relevant items.

19. All materials used in the construction shall conform to the requirement

of Specification Clause under Section 1000 "Materials for Structures" of

Specification of Road and Bridge work M.O.S.T. New Delhi 1990 Edition.

20. Extraneous materials and steps to minimize dust nuisance during construction

shall be as per clause 111 of MOST Specification (Second Edition 1990).




PROTECTION OF UNDERGROUNDTELEPHONE CABLE & AERIAL TELEPHONE WIRES & POLES, TRANSMISSION TOWERS, ELEC. CABLES AND WATER SUPPLY LINES :-

During the execution of work it is likely that the contractor may meet with telephone cables,

electrical cable, water supply lines etc. it will, therefore, be the responsibility of the contractor to

protect them carefully. All such cases should be brought to the notice of the Engineer-in-charge

by the contractor and also to the concerned Department. Any damage what-so-ever done to

these-cables and pipe lines by the contractor shall be made good by him at his cost.

29. MEDICAL & SANTITARY ARRANGEMENTS TO BE PROVIDED FOR LABOUR EMPLOYED IN

THE CONSTRUCTION BY THE (ON TR A C K ) R :-

a) The contractor shall provide an adequate supply of water for the use of labour

on work and in camps

b) The contractor shall construct trench or semi-permanent latrines for the use of

the Labours. Separate latrines shall be provided for men and women.

c) The Conn actor shall build sufficient number of huts on a suitable plot of land for

use of the labourers according to the following specifications i-

1. Huts of Bamboos and Grass may be constructed.

2. A good site not liable to submergence shall be selected on high ground remote

from jungle but well provided with trees, shall be chosen wherever it is available.

The neighborhood of tank, jungle, grass or wood shroud be particularly avoided.

Camps should not be established close to large cutting of earth work.

3. The lines of huts shall have open spaces of at least ten yards between rows. When a good

natural site cannot be procured. particular attention should be given to the drainage.

4. There should be no overcrowding. Floor space at the rate of 3- sq. ft. per head shall be

provided. Care should be taken to see that the huts are kept clean and in good order,

5. The contractor must find has own land. If he wants Government land, he should

apply for it and pay assessment for it. if made available by M.P.K.V.

6. The contractor shall construct a sufficient number of bathing places. Washing places should also be provided for the purpose of ashing cloths.

7. The contractor shall make sufficient arrangements for draining away the surface and

sullage water as well as water from the bathing and washing places and shall

dispose off this waste water in such way as not to cause any nuisance.

a) The contractor shall engage a Medical Officer with a travelling dispensary for a Camp

containing 500 or more persons if there is no M.P.K.V. of other private dispensary

situated within 8 KMs from the camp. In case of emergency the contractor shall arrange

at his cost of transport for quick medical help to his sick worker.




a) The contractor shall provide the necessary staff for effecting satisfactory

drainage system and cleanliness of the camp to the satisfaction of the Engineer.

Al least one sweeper per 200 persons should be engaged.

b) The Assistant Director of Public Health shall be consulted before opening a labour

camp and his instructions on matters such as water supply, sanitary conveniences,

the camp site accommodation and food supply shall be followed by the contractor.

c) The contractor shall make arrangements for all anti malaria measures to be

provided for the labours employed on the work. The anti malaria measures shall

be provided as directed by the Assistant Director of Public Health.

(30) SAFTY CODE:-

Suitable scaffolds shall be provided for workmen for all works shat can not safely be

done from the ground, or from soild construction except such sho/t period work as can

be done safely from ladders. When ladder is used an extra ma/door shall be engaged

for holding the ladder and if the ladder is used for carrying materials as well suitable

footholds and handholds shall be provided on the ladder and the ladder shall be given

an inclination not steeper than 1 to 4 (horizontal and 4 vertical.

Scaffolding or staging more than 3.25 meters above the ground or floors, swing or

suspended from an overhead support or erected with stationary supports, shall have a

guard rail properly attached, bolted braced and otherwise assured at least one meter

high above the floor or platform of such scaffolding or slagging and extending along the

entire length of the outside and ends thereof with only such openings as may be

necessary tor the delivery of malarias. Such scaffolding or staging shall be so fastened

as to prevent it from swaying from the building or structure.

Working platform gangways, and stairways shall be so constructed that they do not

sagun duly or is more than 3.25 meters above ground level or floor level, it shall be

closely boarded, have adequate width and be suitably fenced as described in 2 above.

Every opening in floor of the building or a working platform shall be provided with

suitable protection to prevent fall of persons or materials be providing suitable fencing

or railing with minimum height of 1 meter.

Scfe means of access shall be provided to all working platform and other working places, livery

ladder shall be securely fixed No protable single ladder shall be over0 metres in length, width

between side rails in arung ladder shall in no case be less than 30 cms. for ladders UPTO and

including 3 meters in length. For longer ladders this width shall be increased atlcast 6 mm for

each additional 30 cms. of length Uniform step spacing shall not exceed 30 cms. Adequate precautions shall be taken to prevent danger from electrical equipment. No materials on

any of the sites shall be stacked or placed as to cause danger or inconvenience to any person




or the public. The Contractor shall provide all necessary fencing and lights to protect public

from accident and shall be bound to bear expenses of defense of every suit, action or other

proceedings as law that may be brought by any person for injury sustained owing to

neglect of the above precaution and to pay any damages and costs which may be

•awarded in any such suit action or proceedings to any such person or which may with the

consent of tin contractor, to be paid to compromise any claim by any such person.

EXCAVATION AND TRENCHING :-

All trenches, 1.5 meters or more in depth, shall at all times be supplied with at least one

ladder for each 30 meters in length or fraction thereof. Ladder shall be extended from

bottom of trench to at least 1 meter above surface of the ground, sides of a trench which is

1.5 meters or more in depth shall be stepped back give suitable or security held by timber

bracing , so as to avoid the danger of side collapsing Excavated materials shall not be

placed 1.3 meters of trench or half of depth of whichever is more. Cutting shall be done

from to bottom under no circumstance shall undermining or under cutting be done .

DEMOLITION :-

Before any demolition work is commenced and also during the process of the work,

site shall either be closed or suitable protected . a. All roads and open areas adjacent to the work site shall either be closed or suitable protected

b. No electric cable or apparatus which is liable to be a source on danger or a cable or

apparatus used by operator shall remain electrically charged . c. All practical steps , shall taken to prevent danger to person employed , from risk or

fire or explosion or hooding . No floor, roof or other part of a building shall be so

overloaded with debris of materials as to render it unsafe.

All necessary personal safety equipment as considered adequate by the Engineer-in

charge shall be available for use of persons employed on the site and maintained in

condition suitable for immediate use and the contractor shall take adequate step to

ensure proper use of equipment by those concerned .

A. Workers employed on mixing aspartic materials , cement lime , concrete , shall be

provided with protective footwear and protective goggles .

B. Those engaged in handing any materials , which is injurious to eyes shall be provided with

protective goggles .

C. Those engaged in welding works shall be provided with welder's protective eye shads .

D. Stone breakers shall be provided in with protection goggles and protective

clothing and seated E. sufficiently safe intervals .




F. When works are employed in sewers and manholes which are in use, the

contractor shall ensure that manhole covers are opened and manhole are

ventilated at least for an hour before workers are allowed to get into them . Man

holes opened shall be cordoned off with suitable railing and provided with

warning signals or boards to prevent accident to public.

G. The Contractor shall not employ . men below the of 18 and women on the work

of painting with products containing the following precautions shall be taken . i)

No. paint containing lead of lead product shall used except in the form of paste

H. or ready made paint. ii) Suitable face masks shall be supplied for use by workers when

paint is applied in the form of spray or a having lead paint dry rubbed and scraped.

I. Over alls shall be supplied by the Contractor to workmen and adequate facilities shall be

provided to enable working painters to wash during and on cessation of wok.

J. When work is done near any place where there is risk of drowning all necessary

equipment shall be provided and kept ready for use and all necessary steps taken for

prompt rescue of any person in danger and adequate provision made for prompt first aid

treatment of all injuries likely to be sustained during the course of the work.

a) These shall be of good mechanical construction round materials and adequate strength

b) and free form potent defects and shall be kept in good repair in good working order, ii)

Every rope used in hoisting or lowering materials or as means of suspension shall

be of durable quality and of adequate strength and free from potent defects.

c) Every crane driver or hoisting appliance operator shall be property qualified and

not person under the age of 21 years shall be in charged of any hoisting

machine including any scaffolding.

d) In case of every hoisting machine and of every chain ring hook, shackle ownel

and pulley block used in hoisting or lowering or use means of suspension safe

working load shall be ascertained by adequate means. Every hoisting machine

and all gear referred to above shall be plainly marked with safe working load.

e) In case of a hoisting machine having a variable safe working load, each safe

working load and the conditions under which it is applicable shall be clearly

indicated. No part of any machine or any gear referred to above in this paragraph

shall be loaded beyond safe working load except for the purpose of testing.

f) In case of departmental machines safe working load shall be notified by the

Engineer-in-charge regards contractor's machines the contractor shall notify

safe working load of each machine to the Engineer -in-charge whenever, he

brings it to site of work and get it verified by the Engineer -in-charge.

g) Motors, gearing, transmission , electric wiring and other dangerous parts of hoisting

appliances shall be provided with such means as will reduce to the minimum risk of

accidental descent of load. Adequate precautions shall be taken to reduce to the minimum

the risk of any part of a suspended load becoming accidentally displaced, when workers




are employed. On electrical installations which are already energized insulating

materials wearing approved such as gloves, sleaves and coats as may be

necessary, shall be provided. Workers shall not wear any rings, watches and

carry keys or other materials which are good conductors of electricity.

h) All scaffolds, ladders, and other safety deices mentioned or described hearing

shall be maintained in a safe condition and no scaffold ladder or equipment shall

be altered or removed while it is in use. Adequate washing facilities shall be

provided at or near places of work.

i) These safety provisions shall be brought to the notice of all concerned by display on a

notice board at a prominent place the work spot. Persons responsible for ensuring

compliance with the safety code shall be named therein by the contractor.

j) i) To ensure enforcement of the rules and regulations relating to safety

precautions, arrangements made by the contractor shall be open to inspection by the

Engineer -in-charge or his representatives and the inspecting officers, ii) Failure to

comply with the provision hereunder shall make the contractor liable to pay to the

Department as penalty an amount not exceeding Rs.50/- for each default and decision of the

Engineer-in-charge shall be final and binding. Not with standing the above conditions 1 to 14

the contractor is not exempted from the operation of any other Act or Rules inforce.

31) SCORE OF RATES FOR DIFFERENT ITEMS OF WORK :-

For item rate contracts, the contract unit rates for different items of work shall be payment in full

for completing the work to the requirements of the specifications including full compensation for

all the operations detailed in the relevant sections of these Specifications under "Rates". In the

absence of any directions to the contrary, the rates are to be considered as the full inclusive

rate for finished work covering all labour, materials, wastage temporary work, plant, equipment, overhead charges and profit as well as the general liabilities, obligations

and risks arising out of the General Conditions of Contract

The item rates quoted by the Contractor shall, unless otherwise specified, also include

compliance with/supply for following :-

a. General works such as setting out, clearance of site before setting out and

clearance of works after completing. b. A detailed programme for the construction and completion of the works (using CPM/PERT

techniques) giving, in addition to construction activities, detailed network activities for the

submission and approval of materials, procurement of critical materials and equipment

fabrication of special production/ equipments and their installation and testing and for all

activities of the Employee that are likely to effect the progress of work, etc. including updating




of all such activities on the basis of the decisions taken at the periodic site review

meeting or as directed by the Engineers.

c. Sample of various materials proposed to be used on the work for conducting tests

thereon as required as per the Provisions of the Contract. d. Design of mixes as per the relevant clauses of the Specifications giving proportions

of ingredients, sources of aggregates and binder along with accompanying trial

mixes as per the relevant Clauses of these specifications to be submitted to the

Engineer for his approval before use of the works. e. Detailed design calculations and drawings for all Temporary Works (such as formwork, staging,

centering, specialized constructional handing and launching equipment and the like). f. Detailed drawings for templates, support and end anchorage, details for pre

stressing cable profiles, bar bending and cutting schedules for reinforcement,

material lists for fabrication of structural steel etc. ' g. Mill test reports for all milled and high tonsils steel and cast steel as per the relevant

provisions of the Specifications : Testing of various finished items and materials

including bitumen, cement, concrete, bearings as required under these

specifications and furnishing test reports/certificate. h. Inspection Reports in respect of formwork, staging reinforcement and other items of work as

per the relevant Specifications

i. Any other data which may be required as per these specifications or the Conditions of

j. Contract or any other annexures /schedules forming part of the contract. k. Any other item of work which is not specifically provided in the Bill of Quantities but

which is necessary fro complying with the provisions of the Contract and l. All temporary works, formwork and false work.

Portions of works beyond the limits and or any work may be got constructed by the Employee

directly through agencies . Accordingly , other agencies employed by the Employer may be

working in the vicinity of the being executed by the Contractor. The Contractor shall liaise with

such agencies and adjust his construction programme for the completion of work accordingly

and no be indemnity-fied the Contractor for any claims from other agencies on this account.

32) PAYMENTS :-

Running Bills :-

Two payments is a month will be granted by the Engineer - in charge if the progress is

satisfactory. Contractor should submit bill to the Engineer - in charge in appropriate forms.

a) Final Bill :-




b) The contractor should submit final bill within one month after completion on of the

work and the same will be paid within 3 months if is in order. Disputed item and-if any

shall be exclude from the final bill and settled separately later on .

33) HANDING OVER OF WORK :-

All the work and materials before finally taken by M.P.K.V. will be the entire liability of

the contractor for guarding , maintaining and making good any damage of any

magnitude. Interim payments made for such work will not alter this position -

34) CLAIMS :-

Bills for extra work for any claim shall be paid separately apart from the interim bills for

the main work. The payment of bills for the main work shall not be with held for want of

decision on the extras or claims not covered in the appendices.

Claims for extra work shall be registered within 30 days of occurance of the event. However,

bills for these claims including supporting date/details may be submitted subsequently.

35) QUALITY ASSURANCE AND MAINTENANCE :-

(for works costing more than 100 lakhs)

1) Ensure the specified quality of work which will also 'include necessary surveys temporary

works etc, the contractor shall prepare a quality assurance plan and get the same

approved from the engineer-in-charge with in one month from the date of work order. For

the, the contractor shall submit and organization chart of his technical personnel to be

delayed on the work along with their qualification. Job descriptions defining be functions of

reporting supervision inspecting and approving. The contractor shall also submit a list of

tools, equipment and the machinery and instrumentation which he proposes to use for the

construction and for testing in the field and/or in the laboratory and monitoring. The

contractor shall modify/supplement the organization chart and the list of machinery,

equipment etc. as per the directions of the University Engineer and shall deploy te

personnel and equipment on the field as per the approved chart and list respectively. The

contractor shall submit written method statements detailing his exact proposals of

execution of the work in accordance with the specification. He will have to get these

approved from the : Engineer-in-Charge. The quality of the work shall be properly

documented through certificate, records, check list and log books of results etc., Such

records shall be complied from the beginning of the work and be continuously updated and

supplemented and this will be the responsibility of the contractor. The forms should be got

approved from the Engineer-in-Charge. 2) Where the work is to be done on lump sum basis on contractor shall be prepare and

submit a maintenance manual giving procedure for maintenance, with the periodicity

of maintenance work including inspections, tools and equipment to be used, means of




accessibility for all parts of the structure. He shall also include in the manual, the

specifications for maintenance work that would be appropriate for his design and

technique of construction. This manual shall be submitted within the contract period.

B) SPECIAL CONDITIONS DURING WORK TILL COMPLETION OF WORK

i) Successful Contractor have to provide one inspection vehicle along with driver to the

University Engineer office (Scorpio, Honda city or Accent with A.C.) for the period till

the Work is complete. The monthly running of the said vehicle will be maximum 5000

Km. The cost of fuel & repairs etc. will be born by the Contractor. After work is

completed the said vehicle will be returned to the Contractors.

ii) One Laptop ( Computer Note Book ) for office use of University Engineer office authorised person . ( Dell basic Laptop Vostro 1510 , Intel Core 2 Duo 2.4 4Hz 800

MHz FSB Configuration , RAM-1 GB, Hard Disk 120 GB

Serial SATA (5400 RPM) Screen39.1 CM (15.4") TFT Screen ,

Intel graphics Media Acceleration 8 X DVD RW Drive , Key Board with touch PAD,

2 USB Ports , VGA out Wi-fi , Modem , Bluetooth , Operating system - Window Vista

Business Preloaded other Specification as per mentioned in the DCS & DRC.)

iii) One Desktop PC with Lazer Printer ( Intel ® , Pentium Core 2 DUO, 3.00 GH ,

Configuration-RAM 1 GB, Hard disk 160 GB , 19" wide LCD display, Operating

System-Windows XP , DVD RW Drive.)



ADDITIONAL SPECIAL CONDITIONS FOR NATIONAL HIGHWAY WORKS :

1) (i) Clause No. 106 of Ministry's Specification (2nd

Revision) This clause stipulates certain conditions relating to choice and use of equipment which

have relevance to production of quality work. These are :-

a. The contractor shall be required to give a trial run of the equipment for establishing

capability to achieve the laid down specifications and tolerances to the satisfaction

of the Engineer before commencement of work. b. All equipment provided should be of proven efficiency and shall be operated and

maintained at all times in a manner acceptable to the Engineer. c. No equipment and personnel will be removed from the site with the permission of the Engineer,

(ii) Clause No. 901 of Ministry's Specification (2nd

Revision). a. The responsibility for the quality of the entire construction work is on the Contractor.

For this purpose he is required to have his own independent and adequate set-up. b. The Engineer for satisfying himself about ther quality of the materials and work will

also have tests conducted by quality control units or by any other agency, generally

to the frequency set out in the Specifications. For test to be done by the Engineer,

ther_ Contractor is to renbder all necessary co-opoeration and assistance including

the provision of labour assistance in packing and despatching samples etc. c. For the work of embankment, subgrade and pavement, construction of subsequent

layer of the same for other materials over the finished layer shall be done only after

obtaining approval from the Engineer. d. The contractor shall be responsible for rectifying/replacing any work filling short of

quality requirements as directed by the Engineer.

(iii) Clauses in the Conditions of Contract :-

a. All materials and workmanship shall be of the respective type described in the contract

and in accordance with the Engineer's instructions and shall be subjected from time to

time to such tests as the Engineer may direct at the place of manufacture of fabrication,

or on the site/ All samples shall be supplied by the contractor. b. No work is to be covered up or put out of view without the approval of the Engineer

for his examination and measurements. c. During the progress of the works, the Engineer shall have the power to order the

removal from the site of any unsuitable material, substitution of proper and suitable

material and the removal and proper reaction not withstanding any previous test or

interim payment, therefore and of any work which in respect of material or

workmanship is not, in the opinion of the Engineer in accordance with the contract.




Guidelines on Quality Control Operations :-

The onus of achieving quality of work will be on the contractor who will take actions as

stipulated in Section 900 of Minister's Specification for Road and Bridge Works (2nd

The Ministry's specification for Road and Bridge work ( 2nd

Revision) will form part of

contract documents and the contractor will be legally bound to the various stipulations

made therein unless and otherwise specifically relaxed or waived wholly or partly

through a special clause in the contract document.

Contractor's Facilities :

According to the contract (see para 1.3 above ) the Contractor is responsible for the

quality of the entire construction work, and for this purpose he is required to have own

independent and adequate set-up. To meet this requirement a. The contractor shall set up his own laboratory at locations(s) approved by the Engineer.

The laboratory shall be equipped with modern and efficient equipment with sufficient

standbys suitable to carry our the tests prescribed for different materials and work

according to the specifications. The list of equipment to be procured and the facilities to

be provided shall be got approved by the Engineer. The equipment shall be maintained

in a workable condition to the satisfaction of the Engineer. b. Sampling and testing procedures shall be in accordance with the relevant standards of BIS

(Previously called 1ST) or IRC. Frequency of testing shall be as laid down in the Ministry's

Specifications for Road and Bridge Work (2nd

Revision). In the absence of relevant Indian Standards, sampling and testing procedures shall be as approved by the Engineer

c. The laboratory should managed by a qualified materials Engineer assisted by materials

Inspector / Technician, and the set up should be got approved by the Engineer. d. The contractor should prepare printed Performa for recording readings and results of

each type of test, after getting formats of the performance approved from the Engineer.

He should keep a daily record of all the tests conducted by him. Two copies of the test

results should be submitted to the Engineer for his examination and approval of which

one copy will be returned to the Contractor for being kept at site of work. e. The material Engineer of the contractor should keep close liason with the Quality Control Unit of

the Engineer and keep the later informed of the sampling and testing programmes so that the

Engineer's representative could be present during this activity, if considered necessary.

Day-to-day Quality Control Operations :-

The day-to-day controls to be exercised by the Contractor and the Engineer are

enumerated in the below paragraphs :-




Alignment and Level Control:-

a. The contractor should locate the centre-line of the road from the pegs, pillars or reference

points fixed during the location survey and from the information furnished in the Contract

drawings. Any discrepancy between the reference points on the ground and those on the

drawings should immediately be brought to te notice of the Engineer for reconciliation.

b. Based on the approved centre-line the Contractor should set up batter pegs (to

delineate the limits of embankment/cutting and cleaning stakes and grubbing) and

have these got checked and approved by the Engineer.

c. The Contractor should check the reduced levels of bench marks setup along the alignment.

Any discrepancy in the reduced levels of those at site and as indicated in the drawings should

immediately be brought to the notice of the Engineer for reconciliation. The contractor should

re-establish those bench marks which are found missing at site, and should establish

additional bench marks as needed, for ensuring effective level control.

d. The Contractor shall be responsible for the true and proper setting out of the works in

b. relation to original survey points lines and levels of reference given by the Engineer in writing.

If at any time during the progress of the works, any error shall appear or arise in the position,

levels 'dimensions or alignment of any part of the works, the Contractor on being required to

do so by the Engineer, shall at his own cost rectify the error the satisfaction of the Engineer,

unless such error is based on incorrect data supplied in writing by the Engineer.

c. The Contractor shall carefully protect and prepare all bench marks, reference

pillars and pegs used in setting out the works till final take over by the Engineer.

NATURAL GROUND FOR EMBANKMENT CONSTRUCTION/CUT FORMATION AND THEIR COMPACTION :-

a. Unterberg limits, in site dry density and CBR of the material at ground/out formation level,

should be determined and got approved by the Engineer. Any unsuitable material shall be

removed and replaced by better material as ordered by the Engineer.

b. The Engineer's Quality Control Unit(s) shali have independent test checks on the

quality and compaction of the nature ground/cut formation.

c) Embankment Construction :-

a. All borrow area shall be got approved by the Engineer based on results of tests

for Unterberg Limits Proctor/modified proctor density, CBR and soil classification.

b. Layer thickness and in-situ density shall be checked and got approved by the

Engineer before processing to the next layer.




Sub grade :-

a. Specific borrow areas having soil satisfying the requirements of specifications and

specified strength criteria shall be indentified for use in subgrade and got approved by the

Engineer based on tests on borrow material for Proctor/modified proctor density and CBR.

b. In-situ density and CBR of the constructed subgrade shall be checked and got

approved by the Engineer before proceeding on with the next pavement layer.

c. The soil used in actual construction of subgrade shall be remolded at density

referred in sub-para (b) above at placement moisture content and checked for 4

days soaked and un soaked CBR. A set of 3 specimens shall be collected from

each 3000 m3 area of the sub grade (i.e. top 0.5 m of embankment for CBR test.

d. In case of any appreciable variation of inbuilt sub grade characteristics from the

designed ones, the pavement design shall be reviewed to mach the inbuilt

characteristics of the sub grade.

Sub-base :-

a. The Source of supply of material shall be inspected, tested and got approved by

the Engineer before any Material is delivered to site of work(s).

b. Job-mix formula falling within the specified limits where applicable, shall be got

approved by the Engineer based ontest results there of.

c. Samples of materials from the laid sub-base shall be tested for gradation, proctor

density, PI and CBR,

d. Field compaction shall be checked and got approved by the Engineer before

proceeding with the work on the next payment layer.

e. In case of any appreciable variation of inbuilt sub-base characteristics from the

designed ones, the pavement design shall be reviewed to match the inbuilt

characteristic of the sub-base.

Granular Base Course :-

a. For graded type of granular material, the job mix formula falling within the specified

grading limits should be got approved by the Engineer. b. Testing of aggregate brought to site of works for gradation AIV should be done. c. Testing of filler material for WBM for gradation LL and PI shall be done. d. Field compaction- control should be exercised for density and by other sensory checks such

as observation of movement of layer under compaction plant, sinking/crushing of a piece of

aggregate placed before a moving roller completes removal of roller marks etc.




Shoulders :- a) Checking for the quality of shoulder materials including gradation shall be done. b) Field compaction shall be checked at site on the compacted layer. c) Checking for the cross fall built shall be done.

Bituminous Construction -General :-

a. Manufacturer's test certificate for quality of bitumen will be acceptable to the

Engineer. However, where the quality is in doubt, the Engineer may call for tests to

be conducted by the Contractor for verification. b. The base on which bituminous courses are to be laid must be'dry and free of dust

and other delirious matters. c. Mineral aggregates to be used should be checked for their specification

requirements and got approved by the Engineer.

Bituminous sprayed work :- a. Temperature of binder in the boiler and rate of spray at site shall be checked. Spraying shall

be uniform and shall be carried out with the help of either self propelled or towed bitumen

pressure sprayer with self heating arrangements and spraying nozzles

arrangements. b. Rate and uniformity of spread of chippings should be checked and controlled. c. Adequate embedment of the chippings by rolling shall ensured.

Hot Mixed and Hot-laid Bituminous Construction :-

a. Job mix formula (JMF) satisfying specification requirements should be worked out

based on laboratory tests and got approved by the Engineer. The Engineer will

have independent test made before approving the JMF. b. The plant should be checked for capability to produce mix conforming to the JMF. If

necessary, trial stretches should be laid and checked approximately. c. Control should be exercised on temperature of binder in the boiler, aggregate in the

dryer and mix at the time of laying and rolling. d. Tests for stability flow, unit weight etc, of mix collected from the discharge point of

the plant, extraction test for binder content and aggregate gradation should be

performed to check on the quality of mix discharged fom the plant. e. Thickness and density of the compacted mix should be checked by taking core samples.

Culverts and other Appurtenances :- a. Lines, levels and quality of the foundation should be checked. b. In case of Pipe culverts :-




i. The quality of the pipes should be checked. For BIS (formerly ISI) marked pipes,

manufacturer's certificated is acceptable. For others, the Contractor shall

demonstrate the strength capability of pipes through! tests either at the place of

manufacture or at site of works.

ii. The quality of Materials used for pipe bedding should be checked. Invert level, smoothness

of the pipeline and proper sealing of joints should be checked prior to backfilling.

c) In case of cement concrete works :-

i. Besides manufacturer's test certificate for quality of cement, at least one set of

physical and chemical tests should be conducted for each source of supply for

verification. Where the quality is in doubt, or where the cement had been stored

for long periods or in improper condition, the Engineer shall call for testing the

cement at more frequent in tervals.

ii. Job mix formula worked out based on trials carried out in the Contractor's laboratory should be got approved by the Engineer.

iii. The mineral aggregates should be tested for their properties. Water to be used

for mixing should be tested for chemical impurities. iv. Checking for stability and sturdiness of form work.

v. Ensuring that the crucial equipment like mixers and vibrators are in working

order before start of work. vi. Control on water-cement ratio. vii. Control on workability and time elapsed between mixing and placing of concrete. viii. Control on compaction and finishing, ix. Tests on cube samples at 7 and 28 days. x. Check on provisions for adequate curing.

xi. In case of masonry work, control should be exercised on the quality of the

material (e.g. stone, brick, sand cement etc.) as also on mortar proportions,

d) For RCC work, quality of steel in each batch may be approved on the basis of

test certificate. The reinforcement layout should be checked for conformity with

approved drawings and bar bending schedules. All laps should checked for

conformity with the specification. The reinforcement should be free of oil and

loose rust scale and should be properly tied with binding wire. The size and

spacing of the bars as also the cover should be checked for correctness.

Pavement Courses - General Controls :-

a. The base on which the pavement layers to be placed should be checked for levels and regularity, and should be in a condition to receive the pavement layer.




b. Each layer should be checked for thickness, levels, crossfall (camber), regularity

and strength before next layer is permitted to be laid.

12) DRAWINGS :- Contract Drawings :-

The contract drawings provided for tendering purpose with the tender documents shall

be used as a reference only. Contractor should visualize the nature of type of work

contemplated and to ensure that the rates and prices quoted by him in the bill of

quantities take due consideration of the complexities of work involved during actual

execution/construction as experienced contractors in the field. The tendered rates / prices for the work shall be deemed to include the cost of

preparation, supply and delivery of all necessary drawings, prints, tracings and

negatives which the contractor is required to provide in accordance with the contract.

DOCUMENTATION :-

If so ordered by the Engineer in charge the contractor will prepare drawings of the work

at constructed and will supply original and three copies to the Engineer who will verify

and certify these drawings. Final as constructed drawings shall than be prepared by

the Contractor and supplied in triplicate along with a micro-film of the same to the

Engineer for record and reference purposes at the contractor's cost.




MANNER OF SUBMISSION OF TENDER AND ITS

ACCOMPANIMENTS

SPECIAL ATTENTION TO CONTRACTOR

As the contract includes works of Electrical Installation with civil work. The Civil contractor not

having the registration of carrying out above mention electrical and allied works shall go in for

joint venture with valid A to B electrical contractor registered with Maharashtra state P. W.

Dept. or can be the respective electrical and allied works to the eligible class contractor the

agreement should made with concern agencies till ending over of work and copy of the same

should be enclosed in an .envelope No. 1. However the responsibility of whole work

(Civil, electrical & allied work) lies with the Civil Contractor only. Performance guarantee shall be submitted in the proforma attached envelope No. 1 and which

will be binding for 3 years. Security Deposit lithe form of Bank guarantee or fixed /call Deposit

should be submitted which will be refundable after successful completion of comprehensive

maintenance once of three years after commissioning of installation / system.




Scope of Work:-

1. Stand by arrangement for maintenance shall have to be done by the contractor incase of any

BANDH OR STRIKE OR MAJOOR BREAKDOWN so as to get an uninterrupted service. 2. If any part of the complete system is modified or altered with change in design/

concept the contractor for the Executive Engineer will terminate that particular

item /full. In case of fatal or non- fatal accident occurred to the workers during

erection and maintenance of system, the Department will not be liable to pay for

an compensation and it is duty of contractor to observe all labour Acts and Rules.

WORKING PROCEDURE 1. All complaint/calls shall have to be attended by contractors workers wHhin reasonable time

and with .fastest possible speed but in any case , it shall not be extended beyond 24 hours. 2. Log Book has to be maintained by the contractor at site.in consultation with the site Engineer.

3. Inspection :- Inspection not with completion reports shall have to be maintained in

duplicate by the contractor mentioning all work details and to be signed by contractors

Representatives and site in charge by handing over one copy to site in charge. 4. Periodicity within monthly shall have to be made with respect to work order

schedule for regular servicing and inspection and repair if any reguired. 5. The Contractor shall preferably obtain the signature of Engineer in charge after

attending the breakdown calls and inspection / servicing and all work should be

carried out with knowledge to in charges 6. Daily comprehensive contract covers work of replacement of unserviceable/

defective operational .parts, moving parts switchgears related in the

system, control cables and switchgears etc. 7. The contractor has to maintain cleanliness towards respective system, sufficient

safety, sufficient safety, ethics and politeness in behaviour by him staff.

DAILY COMPREHENSIVE CONTRACT COVERS

1. Work of repair of replacement of unserviceable operational parts or moving parts such

as motor, car rope to be governed, gear box , pulley, contact relays, switchgears etc.

2. Replacement of consumable items such as bulbs, fuses, control cables, lugs,

locks with keys etc, and also lubricants, service materials. 3. Replacement of gear box oil in periodically with test result.




4. Cleaning of all necessary parts periodically with help of required materials with

respect to method of construction / servicing to be decided with Engineer In

charge checking of system and alignment and overhauling.

5. Complete installation, machine room lift pit etc. shall be maintained neat and in

clean manner every day.

6. Painting shall be done once in a year for complete machinery including moving

and non moving parts 7. Rewinding of motor and all its preventive maintenance. 8. Monthly regular servicing and inspection shall be carried out.

SEQUENCE OF WORK

Preliminary activities like hutment for labours, site office, steel yard for C. P. C. C. » treatment. Cement godown etc.

Casing or R.C. C. raft slabs, columns for lift well.

Casing or R.C. C. Columns from pit cap level.

B.B. masonry for shopping complex plinth work.

Filling soling. P.C.C. for shopping complex plinth work

Pre-constructional Antitermite Treatment.

Construction of under Ground Tank.

Casing of R.C. slab at 2.75 meter (above stilt level of Main Building.)

Soiling. P.C. C. concrete pavers block below stilt portion of main Bldg.

Casting of R.C. C. slab for shopping complex at 4.20 M. level.

B.B. masonry fixing of doors and windows frame inside plaster, flooring.

Casting of R.C.C. slab of ground floor of Main Building at 6.40M. level.

Laying under ground pipe for Electrical Telephone, computer wiring

B.B. Masonry fixing of doors, and Windows frame inside plaster flooring.

Internal wiring of stilt, ground floor laying cable in meter room and laying fire alarm cable.

Casting of R.C. slab of first floor of main Building at 9.70 Meter level.

Laying under ground pipe for Electrical, Telephone, computer wiring.

Internal wiring of first floor laying cable from meteSr room and laying firfe alarm cable.




B.B. Masonry fixing of doors and windows frame inside plaster, flooring.

Casting of R.C. C. slab of 2n floor of main Building at 13.00 M. level.

Laying under ground pipe for Electrical. Telephone, computer wiring.

Internal wiring of second floor laying cable in meter room and * laying fire alarm cable.

B.B. Masonry fixing of doors and windows frame inside plaster, flooring.

Casting of R.C. C slab of 3rd

floor of main Building at 16.30M level

Laying underground pipe for Electrical, Telephone, computer wiring.

Infernal wiring of Third floor laying cable from meter room and laying fire alarm cable .

B. B. masonry fixing of doors and windows frame inside plaster flooring.

Casting of R.C.C. lift Machine Room slab.

Laying pipe for fire fighting system and erection of lift

External sand lace plaster.

Internal water supply and sanitary fittings. .

External water supply and sanitary fittings.

Internal painting from stilt to 3rd floor,

Providing (an fitting and smoke detector.

External, drainage line system. Compound wall with security cabin. Providing switchgear in meter room.

Construction of pump House.

Providing pumps and generating set.

Construction of Rainwater Harvesting Tank

Providing gardening.

C.C. Pavement for car parking and upper area.

External at painting.

Release of electrical supply from supply company and trial.

Handing over the building.




SCHEDULE B

Memorandum showing items of work to be carried out.

Tendered rates Total Quantities amount

Items estimated

Item of In figures In words

according but may be Unit No. more or Work Rs. Ps. To

estimate less.

quantities

See separate sheets attached

NOTE 1 :- All work shall be carried out as per Public Works Department Hand Book & Standard Specification of the division or directed and as per

specification five in chapter no. 11.

NOTE 2 :- Rates quoted include clearance of site (prior to commencement of work and at its close) in all respect and hold good for work under all site condition, moister weather etc.



sub work no. Name of work Estimated Cost

RS.

1 Construction of College Building 49721478.00

2 Construction of Boys and Girls Hostel Buliding. 47010562.00

3 Construction of Aminity Building 17672864.00

4 Construction of Liabrary Building 13003171.00

5 Construction of Gymkhana Building 5654477.00

6 Construction Farmers Guest House 3813017.00

7 Construction of Associate Dean quarters 3279513.00

8 Construction of Proffessor quarters 5200021.00

9 Construction of Associate Proffessor quarters 4027995.00

10 Construction of Assitt. Proffessor quarters 6593907.00

11 Construction of JRA/SRA quarters 8564690.00

12 Construction of Lab incharge / Peon quarters 5305720.00

13 Providing Approch Road 9225000.00

14 Providing Internal Road 12500000.00

15 Construction of Compound Wall 12000000.00

16 Soil investigation 1000000.00

17 Land Development 5000000.00

209572415.00

Say Rs in Lakh. 2095.72

RECAPITULATION SHEETName of work

Construction of buildings and infrastructure facilities for “Government College of

Agriculture, Muktainagar Dist-Jalgaon ”

Abst Admin

Speci. Clause No. Page & Item No. In PWD

DSR

Addittional

Identity if any

Bd - A :

Excavation

1 Excavation for foundation in earth, soil of all

types, sand, gravel and soft murum, including

removing the excavated material up to a

distance of 50 m. beyond the building area &

stacking and spreading as directed, dewatering,

preparing the bed for the foundation and

necessary backfilling, ramming,watering

including shoring and stutting etc.complete.

522.87 a. Lift upto 1.5 m. 115.00 Cu. M. 60130.40 Rupees One Hundred Fifteen Only Bd.A.1, P. No.259 I.No.-1, P.No.-9

2 Excavation for foundation in hard murum

including removing the excavated material upto

distance of 50 metres beyond the building area

and stacking and spreading as directed,

dewatering, preparing the bed for the

foundation and necessary backfilling, ramming,

watering including shoring and strutting

etc.complete.

803.56 a. Lift upto 1.5 m. 132.00 Cu. M. 106070.45 Rupees One Hundred ThirtyTwo Only Bd.A.2, P. No. 259 I.No.-5, P.No.-10

10.00 b. Lift from 1.5 to 3.0 m. 145.00 Cu. M. 1450.00 Rupees One Hundred FourtyFive Only Bd.A.2, P. No. 259 I.No.-7, P.No.10

Total AMOUNT

according to

estimated

Quantities

Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT

or Per

Subwork no 1

CONSTRUCTION OF COLLEGE BUILDING FOR AGRICULTURAL COLLEGE, AT MUKTAINAGAR , DIST. JALGAON FOR MAHATMA PHULE KRISHI

VIDYAPEETH, RAHURI.

SCHEDULE - B

Page 1 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

3 Excavation for foundation in soft rock or old

cement or lime masonry foundations including

removing the excavated materials upto a


and stacking as directed including dewatering,


necessary, watering including shoring and

strutting etc.complete.

775.28 a. Lift upto 1.5 m 305.00 Cu. M. 236459.79 Rupees Three Hundred Five Only Bd.A.4, P. No. 259 I.No.-13, P.No.-12

10.00 b.Lift above 1.5 m 315.00 Cu. M. 3150.00 Rupees Three Hundred Fifteen Only Bd.A.4, P. No. 259 I.No.-12, P.No.12

4 Excavation for foundation in hard rock by

chiselling, wedging, line drilling, etc. including

trimming and levelling the bed, removing the

excavated materials upto a distance of 50

metres beyond the building area, stacking as

directed, dewatering and backfilling with

available earth / murum ramming, watering

complete.

394.48 b.Lift above 1.5 m 825.00 Cu. M. 325446.00 Rupees Eight Hundred TwentyFive

Only

Bd.A.4, P. No. 259 ,20/13

5 Filling in plinth and floors with approved

excavated materials in 15cm to 20cm layers

including watering and compaction etc.

complete.

635.03 229.00 Cu. M. 145422.17 Rupees Two Hundred TwentyNine

Only

Bd-A 10, P. No. 262 RA

6 Filling in plinth and floors with contractor's murum

in 15 cm to 20 cm layers including watering,

compaction etc. complete.

807.82 614.00 Cu. M. 496000.88 Rupees Six Hundred Fourteen Only Bd-A 11, P. No. 263 RA

7 Providing dry trap/rubble stone soling 15 cm to

20 cm thick including hand packing and

compacting etc. complete.

466.23 702.00 Cu. M. 327292.35 Rupees Seven Hundred Two Only Bd-A 11, P. No. 263 RA

Page 2 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

8 0.35 Providing and filling in the foundation with sand

of approved quality including watering,

compaction complete.

1243.00 Cu. M. 436.17 Rupees One Thousand Two Hundred

FourtyThree Only

Bd-A 13, P. No. 264 ,24/14 BR Rs.510.00 +

Lead

Rs.733.00=Rs.1243.00

Bd - C :

Structural

Steel Work

9 Providing structural steel work in trusses, other

similar trussed purlins and members with all

bracing, gusset plates etc. as per detailed

design and drawings or as directed by Engineer-

In-Charge., including cutting, fabricating,

hoisting, erecting fixing in position, making

riveted/bolted/welded connection and one

coat of anticorrosive paint and over it two coats

of oil painting of approved quality and shade

etc. complete.

1.00 63380.00 M.T. 63380.00 Rupees SixtyThree Thousand Three

Hundred Eighty Only

Bd-C 8, P. No. 274 ,52/21

Page 3 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

Bd - E : Plain

Cement

Concrete

10 Providing and laying in situ cement concrete in

proportion ______ of trap metal for foundation

and bedding, including bailing out water

manually, formwork, compacting and curing

etc. complete.

397.63 1:3:6 4089.00 Cu. M. 1625912.77 Rupees Four Thousand EightyNine

Only

Bd-E.1, P. No.287 RA

11 Providing and casting in situ cement concrete

____ of trap metal for coping to plinth or

parapet, moulded or chamfered as per

drawings or As directed by Engineer-In-Charge.,

roughening the exposed faces if special finish is

to be provided and curing etc. complete.

8.65 M20 5016.00 Cu. M. 43370.84 Rupees Five Thousand Sixteen Only Bd-F.12, P. No.304 & B.7, P.No. 38 RA

Bd - F :

Reinforced

Cement

Concrete


____ of trap metal for R.C.C.. work like raft,

grillage, strip, foundations and footing of R.C.C.

Columns and steel stanchions, including bailing

out water manually, centering, formwork,

compacting, finishing and curing etc. complete.

(Excluding steel reinforcement)

454.17 M-20 4988.00 Cu. M. 2265385.00 Rupees Four Thousand Nine Hundred

EightyEight Only

Bd-F.3, P. No.298 & B.7, P.No. 38 RA

Page 4 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per


____ of trap metal for R.C.C. columns as per

detailed designs and drawings or As directed by

Engineer-In-Charge., including centering,

formwork, compacting, roughening the surface

if special finish is to be provided and curing etc.

complete. (Excluding steel reinforcement) - M-20

144.19 Ground floor - 7178.00 Cu. M. 1035000.70 Rupees Seven Thousand One

Hundred SeventyEight Only

Bd-F.5, P. No.300 & B.7, P.No. 38 RA

108.71 First Floor - 7250.00 Cu. M. 788143.88 Rupees Seven Thousand Two

Hundred Fifty Only

RA,Add 1% for lift charges


____ of trap metal for R.C.C. Beams and Lintels as

per detailed drawings and designs or as

directed by Engineer-In-Charge., including

centering formwork, compacting, roughening

the surface if special finish is to be provided and

curing etc. complete. (Excluding steel

reinforcement.) M-20

241.98 Ground floor - 7253.00 Cu. M. 1755092.69 Rupees Seven Thousand Two

Hundred FiftyThree Only

Bd-F.6, P. No.300 & B.7, P.No. 38 RA

132.47 First Floor - 7326.00 Cu. M. 970490.85 Rupees Seven Thousand Three

Hundred TwentySix Only



___ of trap metal for R.C.C. Slabs and landings

upto as per detailed drawings and designs,

including centering, formwork, compacting,

finishing the surface with C.M. 1:3 of sufficient

minimum thickness to give a smooth and even

surfaceor roughning if special finish is to be

provided and curing etc. complete. (Excluding

steel reinforcement) M-20

228.68 Ground floor - 7518.00 Cu. M. 1719194.79 Rupees Seven Thousand Five

Hundred Eighteen Only

Bd-F.8, P. No.302 & B.7, P.No. 38 RA

226.01 First Floor - 7593.00 Cu. M. 1716070.39 Rupees Seven Thousand Five

Hundred NinetyThree Only


Page 5 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per


_____ of trap metal for R.C.C. chhajja as per

detailed designs and drawings, including

centering, formwork, compacting, roughening



reinforcement) M-20



Bd-F.9, P. No.303 & B.7, P.No. 38 RA

8.24 First Floor - 7669.00 Cu. M. 63154.22 Rupees Seven Thousand Six Hundred

SixtyNine Only



___ of trap metal for R.C.C. canopy as per

detailed designs and drawings, including

centering, formwork, compacting roughening



reinforcement). M-20

10.81 Ground floor - 8692.00 Cu. M. 93967.47 Rupees Eight Thousand Six Hundred

NinetyTwo Only

Bd-F.9, P. No.303 & B.7, P.No. 38 RA


____ of trap metal for R.C.C. waist slabs, steps

and parapet as per detailed drawings for

staircases, including centering, formwork,

compacting, roughening the surface if special

finish is to be provided and curing etc.

complete. (Excluding steel reinforcement) M-20



Bd-F.8, P. No.302 & B.7, P.No. 38 RA

8.35 First Floor - 7593.00 Cu. M. 63366.62 Rupees Seven Thousand Five




____ of trap metal for R.C.C. pardi 150mm thick,

including centering formwork, compacting,

roughening the surface if special finish is to be

provided and curing etc. complete. (Excluding

steel reinforcement) M-20

Page 6 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

0.79 Ground floor - 9116.00 Cu. M. 7199.36 Rupees Nine Thousand One Hundred

Sixteen Only

Bd-F.11, P. No.304 & B.7, P.No. 38 RA

5.08 First Floor - 9207.00 Cu. M. 46734.73 Rupees Nine Thousand Two Hundred

Seven Only



___ of trap metal for R.C.C. fins 65 mm thick in

position as shown in drawings or as directed by

Engineer-In-Charge, including centering

formwork, compacting, roughening the surface

if special finish is to be provided and curing etc.

complete. (Excluding steel reinforcement) M-20

1.00 M-30 8692.00 Cu. M. 8692.00 Rupees Eight Thousand Six Hundred

NinetyTwo Only

Bd-F.11, P. No.304 & B.7, P.No. 38 RA

21 Providing and fixing in position-

M.S./H.Y.S.D./T.M.T. bar reinforcement of various

diameters for R.C.C. pile caps, footings,

foundations, slabs, beams, columns, canopies,

staircases, newels, chajjas, lintels, pardies,

coping, fins, arches, etc. as per detailed designs,

drawings and schedules, including cutting,

bending, hooking the bars, binding with wires or

tack welding and supporting as required etc.

complete.

168.05 Ground floor - 53834.00 M.T. 9046775.76 Rupees FiftyThree Thousand Eight

Hundred ThirtyFour Only

Bd-F.17, P. No.306 ,130/43

79.25 First Floor - 54372.00 M.T. 4309170.04 Rupees FiftyFour Thousand Three

Hundred SeventyTwo Only

Add 1% for lift charge

Bd - G :

Brick

Masonry

22 Providing Second class Burnt Brick masonry with

conventional / I.S. type bricks in cement mortar

1:6 in foundations and plinth of inner walls &

external walls, including bailing out water

manually, striking joints on unexposed faces,

racking out joints on exposed faces and

watering etc. complete.

76.43 Spec. No.:BdG -1 Page No. 313 6170.00 Cu. M. 471599.63 Rupees Six Thousand One Hundred

Seventy Only

Bd-G.1, P. No.313 RA

Page 7 of 33

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Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

23 Providing Second Class Burnt Brick masonry with

conventional/I.S. type bricks in cement mortar

1:6 in superstructure, including striking joints,

racking out joints, watering and scaffolding etc.

complete.

738.95 Spec. No.:BdG -5 Page No. 315 6370.00 Cu. M. 4707114.02 Rupees Six Thousand Three Hundred

Seventy Only


Page 8 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

24 Providing Second Class Burnt Brick masonry with

conventional / I.S. type bricks in cement mortar

1:4 in half brick thick wall including mild steel

longitudinal reinforcement of 2 bars of 6mm

diameter / 2 hoop iron strips 25mm x 1.6 mm

painted with anticorrosive paint at every third

course properly bent and bonded at ends,

scaffolding, racking out joints and watering etc.

complete.

78.69 Ground floor - 916.00 Sq.m. 72079.12 Rupees Nine Hundred Sixteen Only Bd-G.7, P. No.316 RA

477.70 First Floor - 925.00 Sq.m. 441875.28 Rupees Nine Hundred TwentyFive

Only


Bd - H :

Stone

Masonry

25 Providing uncoarsed rubble masonry of trap

stones in cement mortar 1:6 in foundation and

plinth of inner wall, including bailing out water

manually, striking joints on unexposed faces and

watering etc. complete.

9.26 Ground floor - 2948.00 Cu. M. 27285.51 Rupees Two Thousand Nine Hundred

FourtyEight Only

Bd-H.1, P. No.329 RA

Bd - J :

Water

Proofing

Page 9 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

26 Providing and laying water proofing treatment of

112 mm average thickness consisting of 12 mm

thick layer in cement mortar 1:3 with water

proofing compound at the rate of one

kilograme per bag of cement as base,

constructing and laying brick bat coba in

cement mortar 1:5 with waterproofing

compound at the rate of one kilogramme per

bag of cement and having average thickness of

80mm and finishing with 20 mm cement plaster

layer in cement mortar 1:3 with approved water

proofing compound at the rate of one

kilogramme per cement bag, including all lead,

lifts and laid to proper slope to drain off water

entirely inlcuding watta at the junction of

parapet and work upto a height of 30 cm or as

directed and, including finishing the top layer of

water proofing treatment with false marking of

30 x 30cm or as directed and covering the

whole treatment with seven year's guarantee, on

requisite stamp paper etc.complete.

1909.94 First Floor - 683.00 Sq. M. 1304488.13 Rupees Six Hundred EightyThree Only RA As Directed

by Engineer in

charge

28 Providing waterproof bedding for flooring of

bath and W.C.. 25 mm thick in cement mortar

1:3 using 1 kg of approved waterproofing

compound of IS Std. per 50 kg of cement,

including leveling, curing etc. complete.

41.20 a) For First Floor 301.00 SQM 12400.90 Rupees Three Hundred One Only RA As Directed

by Engineer in

charge

Bd - L :

Plastering

and

Pointing

Page 10 of 33

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DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

29 Providing internal cement plaster 20mm thick in

a Two coat, ______without neeru finish to

concrete or brick surface in all positions

including racking out joints, scaffolding and

curing etc. complete.in cement mortar 1:4

2987.20 Ground floor - 212.00 Sq.M. 633286.51 Rupees Two Hundred Twelve Only Bd-L.2, P. No.368 RA

1982.24 First floor - 214.00 Sq.M. 424200.11 Rupees Two Hundred Fourteen Only RA,Add 1% for lift charges

30 Providing sand face plaster externally in two

coats using approved screened sand in all

positions, including providing base coat of 15

mm thick in cement mortar 1:4 mixing approved

water proofing compound at the rate of 1

kilogramme / 50 kg of cement and curing the

same for not less than two days and keeping the

surface of base coat rough to receive the sand

faced treatment 8 mm thick in cement mortar

1:4 and finishing the surface by taking out grains

and curing for 14 days including preparing the

surface and scaffolding etc. complete.

1442.47 Ground floor - 324.00 Sq.M. 467361.09 Rupees Three Hundred TwentyFour

Only

Bd-L.7, P. No.369 RA

2175.61 First floor - 327.00 Sq.M. 711423.26 Rupees Three Hundred TwentySeven

Only



a single coat in cement mortar 1:4 without neeru

finish to concrete surface in all positions

including scaffolding, providing groove at joint

of Brick Masonry and concrete members if

necessary, curing etc. complete.

1735.82 Ground floor - 152.00 Sq.M. 263844.68 Rupees One Hundred FiftyTwo Only Bd-L.1, P. No.367 RA

1543.66 First floor - 154.00 Sq.M. 237724.10 Rupees One Hundred FiftyFour Only RA,Add 1% for lift charges

32 Providing neeru finish to plaster surface in all

position including scaffolding and curing etc.

complete.

2987.20 Ground floor - 27.00 Sq. M. 80654.41 Rupees TwentySeven Only Bd-L.10, P. No.370 ,197/62

Page 11 of 33

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DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

1982.24 First floor - 27.27 Sq. M. 54055.78 Rupees TwentySeven Paise

TwentySeven Only


33 Providing neeru finish to plaster surface for

providing neeru finishing to ceiling including

scaffolding and curing etc. complete.

1735.82 Ground floor - 27.00 Sq. M. 46867.15 Rupees TwentySeven Only Bd-L.10, P. No.370 ,197/62

1543.66 First floor - 27.27 Sq. M. 42095.69 Rupees TwentySeven Paise

TwentySeven Only


35 Providing tuck pointing with cement mortar 1:3

for stone/brick masonry including scaffolding

and curing etc. complete.

10.00 First Floor - 69.00 Sq. M. 690.00 Rupees SixtyNine Only Bd-L.16, P. No.373 RA

36 Providing and fixing chicken wire mesh

(Reference IS: 3150-1982 )of 19 size of aperture

at the junction of R.C.C members and brick

work, of approved quality including fixing mesh

in position by necessary nailing in concrete

or/B.B. masonry and or tying by binding wire etc.

complete.

1096.01 Ground floor - 89.00 Sq. M. 97544.45 Rupees EightyNine Only ,208/64

982.26 First floor - 89.89 Sq. M. 88295.62 Rupees EightyNine Paise EightyNine

Only


37 Providing groove near R.C.C. member and brick

wall including finishing etc. complete as

directed by Engineer in charge.

284.80 Ground floor - 21.00 Rmt 5980.80 Rupees TwentyOne Only ,204/63

277.60 First floor - 21.21 Rmt 5887.90 Rupees TwentyOne Paise TwentyOne

Only


38 Providing patta ---- mm wide on plastered

surface 12 mm to 15 mm thick in c.m. 1:3 in line

and level including neat finishing, scaffolding,

curing etc. complete.

75 mm wide

30.00 Ground floor - 21.00 Rmt 630.00 Rupees TwentyOne Only ,205/63

30.00 First floor - 21.21 Rmt 636.30 Rupees TwentyOne Paise TwentyOne

Only


100 mm wide

30.00 Ground floor - 27.00 Rmt 810.00 Rupees TwentySeven Only ,206/63

30.00 First floor - 27.27 Rmt 818.10 Rupees TwentySeven Paise

TwentySeven Only


As Directed

by Engineer in

charge

As Directed

by Engineer in

charge

Page 12 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

150 mm wide

30.00 Ground floor - 40.00 Rmt 1200.00 Rupees Fourty Only ,207/64

30.00 First floor - 40.40 Rmt 1212.00 Rupees Fourty Paise Fourty Only Add 1% for lift charge

Bd - M :

Paving,

Flooring

and Dado

39 Providing and fixing machine cut mirror polished

18 mm to 20 mm thick telephone black/ Amba

White/Cat bary brown/ RBI red/ Ocean Brown

granite stone partition with rounding the edges

etc. complete. Both Side Polish

5.40 Ground floor - 3220.00 Sq.m. 17388.00 Rupees Three Thousand Two Hundred

Twenty Only

Bd-M.35 RA

3.60 First floor - 3252.00 Sq.m. 11707.20 Rupees Three Thousand Two Hundred

FiftyTwo Only


40 Providing and laying in position polished Kota

Stone flooring--------- of approved quality 25mm

to 30mm thick in plain/diamond pattern on a

bed of cement mortar 1:6 including cement

float, filling joints with neat cement slurry, curing,

polishing and cleaning etc. complete.

292.81 Ground floor - 1058.00 Sq. M. 309797.85 Rupees One Thousand FiftyEight Only Bd-M.3, p.No.380 RA

334.96 First floor - 1069.00 Sq. M. 358066.90 Rupees One Thousand SixtyNine Only RA,Add 1% for lift charges

41 Providing and laying ceramic tiles of Kajaria/

Nitco/ Asian or equivalent make having sizes

______________ for skirting in required position

with readymade adhesive mortar of approved

quality on plasterof 1:2 cement mortar including

joint filling with white /colour cement slurry

cleaning curing complete.

30.36 Ground floor - 872.00 Sq. M. 26475.23 Rupees Eight Hundred SeventyTwo

Only

Bd-M.13, p.No.386 RA

31.13 First floor - 881.00 Sq. M. 27425.35 Rupees Eight Hundred EightyOne

Only


As Directed

by Engineer in

charge

Page 13 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

42 Providing mirror finishing to stone flooring as

directed by Engineer-in-charge including all

material, labour etc. complete. (Prior permission

of S.E. shall be obtained before inclusion of this

item in the estimate.) Spec No. : As directed by

Engineer- in-charge.

323.18 Ground floor - 380.00 Sq. M. 122806.92 Rupees Three Hundred Eighty Only ,239/71

366.08 First floor - 384.00 Sq. M. 140576.56 Rupees Three Hundred EightyFour

Only


43 Providing and laying Antiskid Ceramic tiles of

approved quality of company Kajaria / Nitco /

Asian or equivalent make of size 30 cm x 30 cm

and confirming to IS 15,622-2,006 (Group-B IIA)

for antiskid flooring in required position laid on a

bed of 1:4 cement mortar including cement

float, filling joint with cement slurrycleaning

curing complete.

39.91 Ground floor - 665.00 Sq. M. 26538.82 Rupees Six Hundred SixtyFive Only RA

36.67 First floor - 672.00 Sq. M. 24640.90 Rupees Six Hundred SeventyTwo Only RA,Add 1% for lift charges



______________ for Dado & skirting in required

position with readymade adhesive mortar of

approved quality on plasterof 1:2 cement mortar

including joint filling with white /colour cement

slurry cleaning curing complete.

124.05 Ground floor - 872.00 Sq. M. 108171.60 Rupees Eight Hundred SeventyTwo

Only

RA

97.62 First floor - 881.00 Sq. M. 86003.22 Rupees Eight Hundred EightyOne

Only


As Directed

by Engineer in

charge

Bd-M.12,

Bd-M.12,

Page 14 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

45 Providing and laying polished Granite of

approved colour stone flooring 16mm to 20mm

thick and of required width in plain / diamond

pattern on a bed of / 1:6 cement mortar

including cement float, filling joints with neat

same coloured cement slurry, curing, and

cleaning complete. (Prior permission of SE shall

be obtained before inclusion of this item in the

estimate) Additional item : As directed by

engineer in charge.

182.57 Ground floor - 3220.00 Sq. M. 587868.96 Rupees Three Thousand Two Hundred

Twenty Only

Bd-M.35,P.No.393 RA

83.78 First floor - 3252.00 Sq. M. 272465.57 Rupees Three Thousand Two Hundred

FiftyTwo Only


46 Providing and fixing in required polished Granite

of approved colour stone skirting or dado of

16mm to 20mm thick and of required width on

1:4 cement plaster including cement float, filling

joints with same coloured cement slurry, curing,

rubbing, and cleaning complete. (Prior

permission of SE shall be obtained before

inclusion of this item in the estimate) Additional

item : As directed by engineer in charge.


Sixty Only

RA


NinetyThree Only


Bd-M.35,P.No.393

Page 15 of 33

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DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

47 Providing and laying polished Granite stone slab

of approved colour and 16mm to 20mm thick for

treads and risers of steps and staircases, with

rounded nosing for the treads on a bed of 1:4

cement mortar including cement float, filling

joints with neat cement slurry, curing, and

cleaning complete. (Prior permission of SE shall

be obtained before inclusion of this item in the


engineer in charge.


Sixty Only

Bd-M.22, P. No.390 RA


NinetyThree Only


48 Providing sills of polished Granite of approved

colour stone and 16mm to 20mm thick of

approved quality vein and colour with machine

polished surface on a bed of Cement Mortar 1:4

including neat cement float filling joints with neat

cement slurry to match the colour of the slabs

curing, rounding edges and cleaning etc.

complete. (Prior permission of SE shall be

obtained before inclusion of this item in the


engineer in charge.


Sixty Only

Bd-M.35, P. No.393 RA


NinetyThree Only


49 Providing Rounded Moulding to 18mm to 20mm

thick Marble / granite stone edges as per

approved Design including cutting, grinding,

moulding, polishing etc. with all labour, material,

machinery etc. complete.

129.80 Ground floor - 132.00 Rmt 17133.60 Rupees One Hundred ThirtyTwo Only ,272/78

79.40 First floor - 133.00 Rmt 10560.20 Rupees One Hundred ThirtyThree Only Add 1% for lift charge

As Directed

by Engineer in

charge

Page 16 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

50 Providing and fixing Vitrified tiles of of kajaria /

nitco / Asian / coral or equivalant make having

size 590mm to 601mm x 590mm to 605mm of 8 to

10 mm thickness and confirming IS 15622-2006

(Group Bla) of approved make, shade and

pattern for flooring in requred position laid on a

bed od 1:4 cement mortar including cement

float, filling joint,curing & cleaninng etc.

complete. : Rustic Matt Finish

1114.47 Ground floor - 800.00 Sq. M. 891576.52 Rupees Eight Hundred Only RA

1063.19 First floor - 808.00 Sq. M. 859053.48 Rupees Eight Hundred Eight Only RA,Add 1% for lift charges

51 Providing and fixing Vitrified tiles of of kajaria /

nitco / Asian / coral or equivalant make having

size 590mm to 601mm x 590mm to 605mm of 8 to

10 mm thickness and confirming IS 15622-2006

(Group Bla) of approved make, shade and

pattern for Skirting in requred position laid on a

bed od 1:4 cement mortar including cement

float, filling joint,curing & cleaninng etc.

complete. : Rustic Matt Finish

. 64.94 Ground floor - 880.00 Sq. M. 57145.44 Rupees Eight Hundred Eighty Only RA

51.77 First floor - 889.00 Sq. M. 46019.97 Rupees Eight Hundred EightyNine

Only


52 Providing and applying two coats of synthetic

enamel paint of approved colour to new / old

structural steel work and wood work in buildings,

including scaffolding if necessary, cleaning and

preparing the surface (excluding primer coat)

complete. (Sample and brand is to be got

approved from Executive Engineer before use)

Spec. No. : Bd.O.5 Page No. 405

As Directed

by Engineer in

charge

21.60 Ground floor - 60.00 Sq. M. 1296.00 Rupees Sixty Only Bd-O.5, P. No.405 ,306/86

Page 17 of 33

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DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

53 Providing and applying one priming coat of

approved quality on concrete / masonry /

Asbestos cement / plastered surfaces, including

scaffolding if necessary, preparing the surface

by thoroughly cleaning oil, grease dirt and other

foreign matter and sand papering etc.

complete.

As Directed

by Engineer in

charge

4723.02 Ground floor - 17.00 Sq. M. 80291.35 Rupees Seventeen Only ,315/87

3525.91 First floor - 17.17 Sq. M. 60539.81 Rupees Seventeen Paise Seventeen

Only


Bd - P :

Colour /

White

washing &

Distemperin

g

54 Providing and applying pearl/luster paint of

approved colour & shade to the existing

plastered surfaces including scaffolding,

preparing the surface, applying primer and

acrelic wall putti etc complete.

4723.02 Ground floor - 198.00 Sq. M. 935158.11 Rupees One Hundred NinetyEight

Only

,317/87

3525.91 First floor - 200.00 Sq. M. 705181.30 Rupees Two Hundred Only Add 1% for lift charge

55 Providing and applying two coats of appex Ace

white exterior paint of approved manufacture

and of approved colour to the plastered

surfaces including cleaning, prepairing the

plaster surface ,applying primer coat,

scaffolding if necessary, and watering the

surface for two days complete.

1442.47 Ground floor - 210.00 Sq. M. 302919.23 Rupees Two Hundred Ten Only ,317/87

2175.61 First floor - 212.00 Sq. M. 461228.54 Rupees Two Hundred Twelve Only Add 1% for lift charge

DOOR FARMES

As Directed

by Engineer in

charge

I.No.-17, P.No.-58

Page 18 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

56 Providing and fixing M-40 grade thick vibrated

pull cast or similar type concrete frame with

chamfer conforming to I.S. 6524-1983 having 6

mm dia bars 3 Nos. And strips @250 mm c/c and

fixing in wall with 6 Nos. of hold fast of 12 mm dia

bars 500 mm long including primer and oil

painting etc, complete) frame size 60 mm x 125

mm Spec. No.: As directed by engineer-in-

charge.

As Directed by Engineer

in charge

50.00 Ground floor - 563.00 RMT 28150.00 Rupees Five Hundred SixtyThree Only ,437/117

57 3.65 Providing and fixing superior Indian teak wood

double leaf, 1st class, fully panelled door for

exterior walls without fanlight, etc as per detailed

drawings including brass oxidised fixtures and

fastenings and finishing the wood work with one

coat of primer (excluding the door frame)

complete.

5715.00 Sq.M. 20848.32 Rupees Five Thousand Seven

Hundred Fifteen Only

Bd-T.11,12, P. No.482,4839 ,397/106

FLUSH DOOR SHUTTER

58 Providing and fixing single leaf pannelled door

shutter without fanlight and shutter 35mm thick

as per drawing consisting of Ghana T.W. top rail

size 100 x 35mm and bottom and lock rail 200 x

35mm insert pannel 12mm thick commercial

playfaced T.W. partical board with phenol

formaldehyde synthetic resin (Generally

confirming to ISI 3097) excluding frame including

iron oxidised fixture fastening and T.W. beading

at junction of pannels inserts and as instructed by

the Engineer in charge including 3 coats of oil

painting etc. complete.

82.53 Ground floor - 5715.00 Sq.M. 471658.95 Rupees Five Thousand Seven


,397/106

69.30 First floor - 5772.00 Sq.M. 399999.60 Rupees Five Thousand Seven



Bd-T.34, P. No.499

Page 19 of 33

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DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

59 Providing and fixing collapsible steel gate in two

leaves with channel pickets, pivoted flat bars,

including top and bottom guide rollers, stoppers,

handles, all fittings and accessories, locking

arrangement and applying one coat of red lead

primer etc. complete.

21.09 Spec. No.:BdT.-57. Page No.511 2451.00 Sq.M. 51691.59 Rupees Two Thousand Four Hundred

FiftyOne Only

Bd-T.57, P. No.511 ,411/110

VENTILATORS

60 Providing and fixing in position aluminium

louvered windows/ ventilators (IS std.) of various

sizes with powder coating as per detailed

drawings and specifications including aluminium

frames 80 x 38 mm box type 5 mm thick sheet

glass louvers, clips / rubber plain P.V.C.. gaskets

of approved quality etc. complete.. (Sample to

be got approved from Ex. Engineer before use)

As Directed

by Engineer in

charge

4.05 Ground floor - 2840.00 Sq.M. 11502.00 Rupees Two Thousand Eight Hundred

Fourty Only

,444/119

3.60 First floor - 2868.00 Sq.M. 10324.80 Rupees Two Thousand Eight Hundred

SixtyEight Only


Page 20 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

61 Supplying and fixing in position anodized

extruded modular aluminium section Three Track

sliding windows mounted on rectangular frame

of size 100 x 50x 2.80mm thick (2.183 kg/Rmt.)

made up of three track drain bottom section of

size92 x 31 x 1.1mm thick (0.911 kg/Rmt.) and top

and sides sections of size 92 x 45 x 1.5mm thick

(1.284 kg/Rmt.). The shutter should be of bearing

bottom of size 40 x 18 x 1.2mm thick (0.417

kg/Rmt.) top member of size 40 x 18 x 1.20mm

thick (0.475 kg/Rmt.) Interlocking section size of

43 x 27 x 1.30mm thick (0.558 kg/Rmt.) and

handle section of size 43 x 18 x 1.30mm thick

(0.424 kg/Rmt.) selected quality 5.5mm thick

clear glass to be fixed in shutter with neoprene

gasket with approved quality PVC rollers

necessary locks handles PVC lining and wooden

encasement wherever necessary etc. complete

as directed by Engineer in charge.

As Directed

by Engineer in

charge

138.60 Ground floor - 4435.00 Sq.M. 614691.00 Rupees Four Thousand Four Hundred

ThirtyFive Only

,424/113

133.20 First floor - 4479.00 Sq.M. 596602.80 Rupees Four Thousand Four Hundred

SeventyNine Only


Page 21 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

62 Providing and fixing 29 mm thick factory made

PVC rigid foam panelled door shutters

manufactured by M/s Rajshri or equivalent made

from MS tube of 19 guage thickness size 19 mm x

19 mm for styles and 15 mm x 15 mm for top and

bottom rails, covered with heat moulded PVC

“C” channel of 5 mm thick sheet and 30 mm x

50 mm wide to form styles and 5 mm thick and

75 mm wide PVC sheet for top rail, lock rail and

bottom rail on either side and 5 mm thick, 20 mm

wide cross PVC sheet as gap insert for top rail

and bottom rail panelling of 5 mm thick PVC

sheet fitted in the M.S. frame welded/sealed to

the styles and rails with 5 mm x 30 mm PVC sheet

beading on either side and joined together with

solvent cement adhesive etc. complete as per

manufacturer’s specification and direction of

Engineer in charge fixed to the frames with

stainless steel hinges of 75 mm size, stailness steel

tower bolt 100 mm size, stainless steel handles

100 mm size including all material, labour,

machinery etc. complete (For WC, bath shutters)

(The

item is exclusive of door frame)

Spec.: As directed by Engineer-in-charge.

As Directed

by Engineer in

charge

11.03 Ground floor - 3580.00 Sq.M. 39469.50 Rupees Three Thousand Five Hundred

Eighty Only

,427/115

9.45 First floor - 3616.00 Sq.M. 34171.20 Rupees Three Thousand Six Hundred

Sixteen Only


Bd - U : Iron

Work

63 Providing and fixing mild steel grill work for

windows, ventilators weighing 20.00 kg per Sq.M.

as per drawing, including necessary fixtures,

welding and painting with one coat of anti-

corrosive paint etc. complete.

Bd-U.1, P. No.537

142.65 Ground floor - 1584.00 Sq.M. 225957.60 Rupees One Thousand Five Hundred

EightyFour Only

,470/125

Page 22 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

136.80 First floor - 1600.00 Sq.M. 218880.00 Rupees One Thousand Six Hundred

Only


64 Providing and fixing mild steel grill railing

weighing 20kg per Sq.M. with C.C. teak wood

hand rail of size 75 x 60 mm and sill of 75 x 25 mm

for staircase, and verandah including

fabricating, fixtures, erecting, painting grill work

with one coat of anticorrosive paint and

polishing the sill, hand rail with French polishing

etc. complete.

Bd-U.2, P. No.537

10.50 Ground floor - 1924.00 Sq.M. 20202.00 Rupees One Thousand Nine Hundred

TwentyFour Only

,472/125

14.10 First floor - 1943.00 Sq.M. 27396.30 Rupees One Thousand Nine Hundred

FourtyThree Only


Bd -V

:Water

Supply &

Sanitory

fittings

65 Providing and laying in trenches medium grade

having embossed ISI Mark mm diameter

galvanised iron pipes with screwed sockets,

joints, necessary galvanised iron fitting such as

sockets, back nuts, elbows, bends, tees,

reducers, enlargers, plugs, clamps etc. including

necessary drilling hole in walls, slabs etc. and

remaking good the demolished portion to

restore the same in original condition neatly,

testing etc. complete. (Prior approval of sample

and brand by Executive Engineer is necessary

before use) Spec. No. : Bd.V.5 Page No. 551

a 55.00 15 mm dia GI 165.00 Rmt 9075.00 Rupees One Hundred SixtyFive Only

b 50.00 20 mm dia GI 191.00 Rmt 9550.00 Rupees One Hundred NinetyOne

Only

c 47.00 25 mm dia GI 252.00 Rmt 11844.00 Rupees Two Hundred FiftyTwo Only

Bd-V.5, P. No.551 ,491-496/129-130

Page 23 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

d 40.00 32 mm dia GI 321.00 Rmt 12840.00 Rupees Three Hundred TwentyOne

Only

e 30.00 40 mmdia Gi 378.00 Rmt 11340.00 Rupees Three Hundred SeventyEight

Only

f 20.00 50 mm dia GI 471.00 Rmt 9420.00 Rupees Four Hundred SeventyOne

Only

65 Providing & fixing on walls / ceiling / floors,

medium grade having embossed ISI Mark

mm diameter galvanised iron pipes with

screwed sockets, joints & necessary galvanised

iron fittings such as sockets, back nuts, elbows,

bends, tees, reducers, enlargers, plugs, clamps

etc. including necessary drilling holes in walls,

slabs etc. & remaking good the demolished

portion to restore the same in original condition

neatly, testing etc. complete. (Prior approval of

sample and brand by Executive Engineer is

necessary before use) Spec. No. : Bd.V.5 Page

No. 551

a 55.00 15 mm dia GI 195.00 Rmt 10725.00 Rupees One Hundred NinetyFive Only

b 50.00 20 mm dia GI 210.00 Rmt 10500.00 Rupees Two Hundred Ten Only

c 47.00 25 mm dia GI 266.00 Rmt 12502.00 Rupees Two Hundred SixtySix Only

d 40.00 32 mm dia GI 365.00 Rmt 14600.00 Rupees Three Hundred SixtyFive Only

e 30.00 40 mmdia Gi 393.00 Rmt 11790.00 Rupees Three Hundred NinetyThree

Only

f 20.00 50 mm dia GI 476.00 Rmt 9520.00 Rupees Four Hundred SeventySix Only

Bd-V.5, P. No.551 ,491-496/129-130

Bd-V.5, P. No.551 ,483-488/128-129

Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted

Page 24 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

65 Providing and fixing in position mm

diameter ultra violet stabilised CPVC plumbing

pipe of specified outer diameter of required

standard thickness conforming to I.S. 4985

including necessary fittings conforming to I.S.

7834 such as PVC bends, tees, reducers, clamps,

plugs etc. including necessary excavation

drilling holes in walls, slabs etc. and making

good the surface complete. (For 10 kg / Sq.cm

Pressure) (Prior approval of sample and brand by

Executive Engineer is necessary before use)

Spec. No. As directed by Engineer in charge.

a 20.00 15 mm dia 178.00 Rmt 3560.00 Rupees One Hundred SeventyEight

Only

b 15.00 20 mm dia 196.00 Rmt 2940.00 Rupees One Hundred NinetySix Only

c 22.00 25 mm dia 228.00 Rmt 5016.00 Rupees Two Hundred TwentyEight

Only

d 18.00 32 mm dia 264.00 Rmt 4752.00 Rupees Two Hundred SixtyFour Only

e 12.00 40 mmdia 336.00 Rmt 4032.00 Rupees Three Hundred ThirtySix Only

67 Providing and fixing 25 mm diameter water

meter with non return valve with water meter

chamber 100 cm. x 50 cm. size of brick work in

cement mortar 1:6, 23 cm thick on the bed of

cement concrete 1:4:8, 15 cm thick with

necessary excavation in all strata, 20 mm

cement plaster 1:3 proportion, cast iron frame

and cover and locking arrangement with M.S.

flat and locking including three coats of oil paint

of approved quality to cast iron frame and

cover and strainer, testing etc. complete. Spec.

No : Bd V 6 Page 553.

Bd-V.7, P. No.554

a 1.00 25 mm dia water meter 4350.00 no 4350.00 Rupees Four Thousand Three Hundred

Fifty Only

,501/131

As Directed

by Engineer in

charge

,586-590/144

Page 25 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

66 Providing and fixing Bib Cock with wall flange

jaquar make continental ( CAT No. Con 047) or

eqivalant including including necessary

sockets/union nut etc. complete.

Bd-V.8, P. No.554

a 30.00 15 mm dia 929.00 no 27870.00 Rupees Nine Hundred TwentyNine

Only

,614/148 As Directed

by Engineer in

charge

67 P/F cromium plated stop cock of approved

a 20.00 15 mm dia CP angular stop cock jaquar make 858.00 no 17160.00 Rupees Eight Hundred FiftyEight Only ,610/147

68 10.00 P/F 25 mm dia push type CP stop cock jaquar

make

1145.00 no 11450.00 Rupees One Thousand One Hundred

FourtyFive Only

,611/147

69 4.00 P/F 15 mm dia pillar cock long neck type CP

jaquar make

1168.00 no 4672.00 Rupees One Thousand One Hundred

SixtyEight Only

,613/148

70 2.00 Providing and fixing 40 mm diameter Ball cock

of medium type with PVC float including sockets

& necessary fittings and tested as per municipal

requirements etc. complete. Additional Item.

Spec. No. As directed by Engineer in charge.

604.00 no 1208.00 Rupees Six Hundred Four Only ,567/140 As Directed

by Engineer in

charge

71 6.00 Providing and fixing 45 cm wide steel ladder of

40mm x 6 mm mild steel flat stringers and steps of

18 mm dia mild steel bar for water tank including

fixing it in 1:2:4 / M-15 cement concrete block

60cm x 30cm x 30cm & painting the ladder with

3 coats of oil painting etc. complete. Spec. No. :

Bd.V.19 Page No. 559

545.00 Rmt 3270.00 Rupees Five Hundred FourtyFive Only Bd-V.19, P. No.559 ,520/133

As Directed

by Engineer in

charge

Bd-V.14, P. No.557

Page 26 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

72 Providing and fixing 1st class "Orissa type" colour

glazed earthenware 600 x 400 mm W.C. Pan

including `P' and `S' trap, UPVC soil and vent

pipe upto the out side face of wall, including 100

mm dia. UPVC plug bend, 10 litre UPVC high

level flushing cistern with fittings, inlet pipe with

stop tap, brackets, 32 mm dia. UPVC flush pipe

with fittings and clamps, 20 mm dia. UPVC over

flow pipe with mosquito proof coupling, UPVC

chain and pulley, painting to cistern and

exposed pipes, cutting and making good to the

walls and floors, testing etc. complete. (Prior

approval of sample and brand by Ex. Engineer is

necessary before use.)

As Directed

by Engineer in

charge

6.00 4890.00 no 29340.00 Rupees Four Thousand Eight Hundred

Ninety Only

,566/140

73 7.00 Providing and fixing European type white glazed

earthenware Water Closet Pan with Bakelite seat

and lid with chromium plated brass hinges and

rubber buffers including UPVC, soil and vent

pipes upto the outside face of walls, 10 litre fibre

low level tank flushing cistern with fittings, pipe

and stop tap, brackets for fixing cistern 32 mm

dia. UPVC flush pipe with fittings and clamps, 20

mm dia. UPVC overflow pipe with mosquito

proof couplings, painting of the cistern and

exposed pipes and cutting and making good to

the walls and floors, testing etc. complete. (Prior

approval of sample and brand by Ex. Engineer is


3130.00 no 21910.00 Rupees Three Thousand One Hundred

Thirty Only


by Engineer in

charge

Page 27 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

74 Providing ad fixing coloured glazed

earthenware full stall type Urinal without flushing

cistern with inlet pipes, UPVC flush pipe, stop tap

32 mm dia. with fittings, UPVC soil pipe, UPVC

trap and soil pipe connection upto the outside

face of the wall, making good to damaged

surface, testing etc. complete. (Prior approval of

sample and brand by Ex. Engineer is necessary

before use) Spec. No. : Bd.V.23 Page No. 562

4245.00 Rupees Four Thousand Two Hundred

FourtyFive Only

Bd-V.23, P. No.562

8.00 a) coloured glazed 4245.00 no 33960.00 Rupees Four Thousand Two Hundred

FourtyFive Only

,522/133

75 9.00 Providing and fixing white glazed earthenware

Wash Hand Basin of Size 63 x 45cm. including

pillar tap, brackets, rubber plugs and brass

chain, stop tap and necessary pipe connections

including UPVC waste pipe and UPVC bottle trap

upto the outside face of the wall making good

damaged surface, testing etc. complete. Spec.

No. : Bd.V.30 Page No. 565

2558.00 no 23022.00 Rupees Two Thousand Five Hundred

FiftyEight Only

Bd-V.30, P. No.565 ,527/134

76 9.00 Providing and fixing P.V.C. long arm Nahani Trap

of 10 cm diameter including PVC grating, bend

and connecting piece of UPVC pipes upto the

outside face of the walls making good

damaged surface, testing etc. complete. Spec.

No. : Bd.V.32 Page No. 567 and as directed by

Engineer in charge).

650.00 no 5850.00 Rupees Six Hundred Fifty Only ,533/135 As Directed

by Engineer in

charge

77 18.00 Providing and laying 100mm dia half round

white glazed earthenware pipes in 1:5:10

cement concrete bedding including bends,

making good the damaged surface, testing etc.

complete. Spec. No. : Bd.V.29 Page No. 565

210.00 rmt 3780.00 Rupees Two Hundred Ten Only Bd-V.29, P. No.565 ,534/135

Page 28 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

78 Providing and laying mm diameter concrete

pipes of I.S.NP.2 class in proper line, level and

slope including necessary collars, excavation,

laying, fixing with collars in cement mortar 1:1

and refilling the trench complete. Spec. No. :

Bd.V.41 Page No. 573

a 25.00 150 mm 505.00 rmt 12625.00 Rupees Five Hundred Five Only ,540/136

b 15.00 225 mm 560.00 rmt 8400.00 Rupees Five Hundred Sixty Only ,541/136

c 10.00 300 mm 816.00 rmt 8160.00 Rupees Eight Hundred Sixteen Only ,542/136

79 Providing and fixing 110 mm diameter UPVC soil

/ vent / waste SWR pipe of required diameter

conforming to IS-13592, and IS-4985 to withstand

continuous internal hydraulic pressure of 4 kg /

cm2 including necessary fixtures and fittings,

such as bends, tees, single junctions, double

junctions and joining with rubber rings and

lubricants, on wall by means of clips or in ground

including necessary excavation, laying refilling,

trench testing etc. complete. (Prior approval of

sample and brand by Ex. Engineer is necessary

before use) Spec. No.: As directed by Engineer-in-

charge.

I.No.-40, P.No-108 As Directed

by Engineer in

charge

a 250.00 110 mm 357.00 rmt 89250.00 Rupees Three Hundred FiftySeven

Only

,559/139

b 50.00 75 mm 310.00 rmt 15500.00 Rupees Three Hundred Ten Only ,558/139

80 Providing & constructing Brick Masonry

Inspection Chamber including 1:4:8

cement concrete foundation 1:2:4 cement

concrete channels half round G.S.W. pipes, Brick

Masonry, plastering from inside and airtight 75

mm thick R.C.C. cover etc. complete. Spec. No.

: Bd.V.43 Page No. 574

2.00 a) 60 x 45 cm 3893.00 no 7786.00 Rupees Three Thousand Eight


Bd-V.43, P. No.574 ,545/137

2.00 b) 90 x 45 cm 3957.00 no 7914.00 Rupees Three Thousand Nine

Hundred FiftySeven Only

Bd-V.43, P. No.575 ,546/137

Bd-V.41, P. No.573

Page 29 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

81 20.00 Providing and fixing 15cm x 10cm salt glazed

stoneware gully trap in cement concrete 1:4:8

outside the building including connecting

glazed stoneware pipe, brick masonry chamber

with R.C.C. lid and symet grating for the gully

trap testing etc. complete. Spec. No. : Bd.V.38

Page No. 572

672.00 no 13440.00 Rupees Six Hundred SeventyTwo Only Bd-V.38, P. No.572 ,535/136

82 20.00 Providing soak pit of size 120 cm x 120 cm x 120

cm including excavating and filling with brick-

bats.Spec. No.: Bd V. 46 Page No. 576

685.00 Nos 13700.00 Rupees Six Hundred EightyFive Only Bd-V.46, P. No.576 ,550/138

83 5.00 Providing and fixing chromium plated towel rod

16 mm dia and 75 cm. in length including all

accessories complete. Spec.: As directed by

Engineer-in-charge.

170.00 no 850.00 Rupees One Hundred Seventy Only ,562/140 As Directed

by Engineer in

charge

84 10.00 Providing and fixing 450mm x 550mm size

superior type Belgium mirror with 16 mm dia.

nickel plated towel rod etc. complete. Spec. : As


407.00 no 4070.00 Rupees Four Hundred Seven Only ,551/138 As Directed

by Engineer in

charge

85 10000.00 Providing, hoisting and fixing in position Sintex or

equivalent High Density Poly Ethylene UV

stabilised conformingto IS-12701; water storage

tank with necessary connection, testing etc.

complete. (Prior approval of sample by Exe.

Engineer is necessary before use.) Spec. No.: As

directed by Engineer-in- charge.

8.00 ltr 80000.00 Rupees Eight Only ,585/144 As Directed

by Engineer in

charge

Bd - W

:Miscellane

ous

Page 30 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

86 Providing Pre-constructional Anti termite

treatment by treating the bottom surface and

the sides of excavation in soil with the plinth

beams at the rate of 3 litres of emulsion

concentrate of one percent concentration of

chlorpyrifos 20% F.C.( i.e. by diluting 5 ltr. of

chlorpyrifos 20% EC with 95 ltr. of water) ISI

approved conforming as per I.S. 8944 & I.S. 6313

(Part II 1981) and spraying by high volume

sprayer per square metre surface area with ten

years guarantee bond etc.complete.

As Directed

by Engineer in

charge

Page 31 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

1743.14 Spec. 12.00 Sq.M. 20917.68 Rupees Twelve Only ,742/172

87 1200.00 Providing Pre-constructional Anti termite

treatment as per IS 6313 ( Part-II) treatment by

treating the backfill in immedite contact with

foundation at the rate of 7.5 liter of emulsion

concentrates of 0.5 persent of clorophriphas

Hephoclore per Sq.m. of vertical surface area

covering 10 years guarantee.E

95.00 Sqm 114000.00 Rupees NinetyFive Only ,741/172 As Directed

by Engineer in

charge


treatment as per IS 6313 ( Part-I) to the soil along

the external face of building by punching holes

of 1.2 of 1.5 cm dia about 30 percent of

clorophyriphas 20 E.C. Hephoclore at the rate of

7.5 liters emulsion concentrates per holes and

sealing the same with proper filling & covering 10

years guarantee.

80.00 Sqm 16000.00 Rupees Eighty Only ,743/172 As Directed

by Engineer in

charge

89 37.60 Providing and fixing 900mm high S.S.304 Grade

Stainless steel railing with 40 mm diameter and

1.5 mm thick at top,40mm diameter and 1.5mm

thick vertical supports spaced at 3.3m center to

center and two pipes of 12mm diameter fixed

horizontally including fabricating ,fixtures,

errecting , necessary welding , griding , finishing,

buffing to stainless steel pipe etc. complete.

3958.00 Rmt 148820.80 Rupees Three Thousand Nine

Hundred FiftyEight Only


by Engineer in

charge

90 2.00 Providing and fixing hume pipe septic tank

900mm diameter with vent pipe and cap

including necessary (including excavation and

laying)

6760.00 NO. 13520.00 Rupees Six Thousand Seven Hundred

Sixty Only

Bd-V.45, P. No.575 ,549/138

91 813.90 Providing and laying 80 mm thick factory made

cement concrete interlocking paver block of

M30 grade made by heavy duty block making

machine with strong vibratory compaction using

3 ton roller and of approved size and design /

shape laid in 50 mm thick compacted bed of

course sand, filling the joints with coarse sand,

etc. all complete as per the direction of

Engineer.

750.00 SQM 610421.25 Rupees Seven Hundred Fifty Only 262/76 As Directed

by Engineer in

charge

Page 32 of 33

Abst Admin


DSR

Addittional

Identity if any

Total AMOUNT

according to

estimated

Quantities


or Per

TOTAL of Civil Work Rs. 49721477.87

Say Rs. 49721478.00

University Engineer,MPKVDated Sign of Contractor

Page 33 of 33

Abst Hostel

Speci. Clause

No.

Page & Item No.

In PWD DSR

Addittional

Identity if any




distance of 50 m. beyond the building area

& stacking and spreading as directed,


foundation and necessary backfilling,

ramming,watering including shoring and

stutting etc.complete.

422.30 a. Lift upto 1.5 m. 115.00 Cum 48564.96 Rupees One Hundred Fifteen

Only

Bd.A.1, P.

No.259

,1/9


including removing the excavated material

upto distance of 50 metres beyond the

building area and stacking and spreading as

directed, dewatering, preparing the bed for

the foundation and necessary backfilling,

ramming, watering including shoring and


580.61 a. Lift upto 1.5 m. 132.00 Cum 76640.26 Rupees One Hundred

ThirtyTwo Only

Bd.A.2, P. No.

259

,5/10

BDA - EXCAVATION

CIVIL WORK -

Estimate

Rate

Rupees in

figure

ITEM DESCRIPTION Sr.

No.

Total AMOUNT

according to

estimated

Quantities

Amount in Rupees

Subwork No-3

Name of Work : Construction of Boys Hostel and Girls Hostel Buildings in the campus of Agriculture College at Muktainagar

Dist.Jalgaon For Mahatma Phule Krushi Vidyapeeth, Rahuri

Schedule - BReferance to Std. Sp. Book Vol. I, IS 1979 Edition &

Vol. II 1981 Edition

UNIT or Per

Page 1 of 29

Abst Hostel


cement or lime masonry foundations

including removing the excavated materials

upto a distance of 50 metres beyond the

building area and stacking as directed

including dewatering, preparing the bed for

the foundation and necessary, watering

including shoring and strutting etc.complete.

4 290.30 a. Lift upto 1.5 m 305.00 Cum 88542.72 Rupees Three Hundred Five

Only

Bd.A.4, P. No.

259

,13/12

5 290.30 b.Lift above 1.5 m 315.00 Cum 91445.76 Rupees Three Hundred

Fifteen Only

Bd.A.4, P. No.

259

,12/12

6 1109.61 Filling in plinth and floors with approved



complete.

229.00 Cum 254099.93 Rupees Two Hundred

TwentyNine Only

Bd-A 10, P. No.

262

RA

7 803.13 Filling in plinth and floors with contractor's

Soil's, Sand or murum in 15 cm to 20 cm layers

including watering, compaction etc.

complete.

614.00 Cum 493120.26 Rupees Six Hundred Fourteen

Only

Bd-A 11, P. No.

263

RA

8 377.44 Providing dry trap / granite / quartzite / gneiss

rubble stone soling 15 cm to 20 cm thick

including hand packing and compacting

complete.

702.00 Cum 264963.12 Rupees Seven Hundred Two

Only

Bd-A 11, P. No.

263

RA

9 473.91 Providing and laying in situ cement concrete

in 1:3:6 of trap / granite / quartzite / gneiss

metal for foundation and bedding including

bailing-out water manually formwork,

compacting, covering newly laid concrete

by gunny bag, plastic or tarpaulin, curing etc.

complete.(Wooden planks/ shuttering will not

be allowed)

4089.00 Cum 1937831.48 Rupees Four Thousand

EightyNine Only

Bd-E.1, P.

No.287

I.No.-1, P.No.-13 RA

BDE - Plain Cement Concrete

BDF - Reinforced Cement Concrete

Page 2 of 29

Abst Hostel


of M20 grade of trap / granite / quartzite /

gneiss metal for R.C.C. work in foundations

like raft, Strip foundations, grillage and and

footings of R.C.C. columns and steel

stanchions etc. including bailing-out water

formwork, cover blocks, compaction and

curing roughening the surface if special finish

is to provide ( Excluding reinforcement and

structural steel ) complete.

4988.00 Cum 1584921.04 Rupees Four Thousand Nine

Hundred EightyEight Only

Bd-F.3, P.

No.298 & B.7,

P.No. 38

RA

11 Providing and casting in situ cement

concrete of M20 grade of trap granite /

quartzite / gneiss metal for R.C.C. columns as

per detailed designs and drawings or as

directed including centering, formwork,

cover blocks, compaction and curing

roughening the surface if special finish is to

provide ( Excluding reinforcement and


12 95.74 Ground Floor - 7178.00 Cum 687233.49 Rupees Seven Thousand One


Bd-F.5, P.

No.300 & B.7,

P.No. 38

RA

76.37 Fisrt Floor - 7250.00 Cum 553646.69 Rupees Seven Thousand Two

Hundred Fifty Only

Bd-F.5, P.

No.300 & B.7,

P.No. 38

RA,Add 1% for lift

charges



quartzite / gneiss metal for R.C.C. beams and

lintels as per detailed designs and drawings

or as directed including centering, formwork,





201.72 Ground Floor - 7253.00 1463066.02 Rupees Seven Thousand Two


Bd-F.6, P.

No.300 & B.7,

P.No. 38

RA

Page 3 of 29

Abst Hostel

14 147.43 First Floor - 7326.00 1080104.19 Rupees Seven Thousand

Three Hundred TwentySix

Only

Bd-F.6, P.

No.300 & B.7,

P.No. 38

RA,Add 1% for lift

charges


concrete of M20 gade of trap granite /

quartzite / gneiss metal for R.C.C. slabs and

landings canopy waist slab with steps as per

detailed designs and drawings or as directed

including centering, formwork, cover blocks,

compaction and curing roughening the

surface if special finish is to provide (

Excluding reinforcement and structural steel )

complete.

152.52 Ground Floor - 7518.00 Cum 1146633.63 Rupees Seven Thousand Five


Bd-F.8, P.

No.302 & B.7,

P.No. 38

RA

152.52 First Floor - 7593.00 Cum 1158072.51 Rupees Seven Thousand Five


Bd-F.8, P.

No.302 & B.7,

P.No. 38

RA,Add 1% for lift

charges



quartzite / gneiss metal for R.C.C. chhajja as


directed including centering, formwork,







Bd-F.9, P.

No.303 & B.7,

P.No. 38

RA

12.77 First Floor - 7669.00 Cum 97926.99 Rupees Seven Thousand Six

Hundred SixtyNine Only

Bd-F.9, P.

No.303 & B.7,

P.No. 38

RA,Add 1% for lift

charges

Page 4 of 29

Abst Hostel



quartzite / gneiss metal for R.C.C. pardi upto

75mm thick including centering, formwork,

cover block, compaction and curing




1.71 Ground Floor - 9116.00 Cum 15563.75 Rupees Nine Thousand One

Hundred Sixteen Only

Bd-F.11, P.

No.304 & B.7,

P.No. 38

RA

1.71 First Floor - 9207.00 Cum 15719.11 Rupees Nine Thousand Two

Hundred Seven Only

Bd-F.11, P.

No.304 & B.7,

P.No. 38

RA,Add 1% for lift

charges

18 Pro.& casting in situ cement concrete of M-20

grade of trap granite / quartzite / gneiss

metal for R.C.C. coping to Plinth or Parapet

and sill of doors and windows moulded as

per detailed drawings or chamfered as per

approved by the engineer including

centering, formwork, cover blocks,

compacting and roughening them if special

finish is to be provided and curing complete.

( Excluding reinforcement ).

0.00 Ground Floor - 5016.00 Cum 0.00 Rupees Five Thousand

Sixteen Only

Bd-F.12, P.

No.304 & B.7,

P.No. 38

RA

2.60 First Floor - 5066.00 Cum 13186.34 Rupees Five Thousand

SixtySix Only

Bd-F.12, P.

No.304 & B.7,

P.No. 38

RA,Add 1% for lift

charges

19 Providing and fixing in position TMT-FE-500

reinforcement of various diameters for R.C.C.

pile caps, footings, foundations, slabs, beams

columns, canopies, staircase, newels,

chajjas, lintels pardis, copings, fins, arches

etc. as per detailed designs, derwing and

schedules including cutting, bending hooking

the bars, binding with wires or tack welding

and supporting as requried complete.

Page 5 of 29

Abst Hostel

122.62 Ground Floor - 53834.00 MT 6601125.08 Rupees FiftyThree Thousand

Eight Hundred ThirtyFour Only

Bd-F.17, P.

No.306

,130/43

72.78 First Floor - 54372.00 MT 3957194.16 Rupees FiftyFour Thousand

Three Hundred SeventyTwo

Only

Bd-F.17, P.

No.306

Add 1% for lift

charge

20 182.48 Providing Second Class Burnt Bricks masonry

with conventional / I.S. type bricks in cement

mortar 1:6 in foundations and plinth of inner

walls / in plinth of external walls including

bailing-out water manually, striking joints on

unexposed faces, raking out joints on

exposed faces and watering complete.

6170.00 Cum 1125879.88 Rupees Six Thousand One

Hundred Seventy Only

Bd-G.1, P.

No.313

RA

21 Providing Second Class Burnt Bricks masonry

with conventional IS. Type brick in cement

mortar 1:6 bricks in superstructure including

striking joints, raking out joints, watering and

scaffolding complete.

340.01 Ground Floor - 6370.00 Cum 2165866.12 Rupees Six Thousand Three


Bd-G.5, P.

No.315

RA

440.84 First Floor - 6434.00 Cum 2836367.97 Rupees Six Thousand Four


Bd-G.5, P.

No.315

RA,Add 1% for lift

charges

22 Providing Second class Burnt Brick masonary

with conventional / I.s. type bricks in cement

mortar 1:4 in half brick thick wall including

mild steel longitudinal reinforcement of 2 bars

of 6 mm diameter / 2 hoop iron strips 25 mm

X 1.6 mm at every third course, properly bent

and bounded at ends scaffolding, raking out

joints and watering complete.

BDG - Brick work

Page 6 of 29

Abst Hostel

748.38 Ground Floor - 916.00 sqm 685516.08 Rupees Nine Hundred

Sixteen Only

Bd-G.7, P.

No.316

RA

827.01 First Floor - 925.00 sqm 764984.25 Rupees Nine Hundred

TwentyFive Only

Bd-G.7, P.

No.316

RA,Add 1% for lift

charges

23 Providing internal cement plaster 12mm thick

in a single coat in cement mortar 1:4 without

neeru finish to concrete surface in all

positions including scaffolding and curing

etc. complete.

1383.79 Ground Floor - 152.00 Sqm 210335.62 Rupees One Hundred

FiftyTwo Only

Bd-L.1, P.

No.367

RA

1383.79 First Floor - 154.00 Sqm 213103.20 Rupees One Hundred

FiftyFour Only

Bd-L.1, P.

No.367

RA,Add 1% for lift

charges

24 Providing neeru finish to plastered surfaces in

a all position including scaffolding and curing

complete.

1383.79 Ground Floor - 27.00 Sqm 37362.25 Rupees TwentySeven Only Bd-L.10, P.

No.370

,197/65

1383.79 First Floor - 27.27 Sqm 37735.87 Rupees TwentySeven Paise

TwentySeven Only

Bd-L.10, P.

No.370

Add 1% for lift

charge


in single coat in cement mortar 1:5 without

neeru finish to concrete or brick surfaces, in

all positions including scaffolding, providing

groove at joint of Burnt Brick Masonry and

concrete members if necessary, curing etc.

complete.

BDL - Plastering & Pointing

Page 7 of 29

Abst Hostel

3657.18 Ground Floor - 212.00 Sqm 775322.16 Rupees Two Hundred Twelve

Only

Bd-L.2, P.

No.368

RA

3572.58 First Floor - 214.00 Sqm 764532.12 Rupees Two Hundred

Fourteen Only

Bd-L.2, P.

No.368

RA,Add 1% for lift

charges

26 Providing neeru finish to plastered surfaces in

a all position including scaffolding and curing

complete.


No.370

,197/62


TwentySeven Only

Bd-L.10, P.

No.370

Add 1% for lift

charge

27 Providing sand faced plaster externally in

cement mortar using approved Screened

sand in all positions including base coat of

15mm thick in C.M. 1:4 using waterproofing

compound at 1kg.per cement bag, curing

the same for not less than 2 days and keeping

the surface of the base coat rough to receive

the sand faced treatment 6 to 8mm thick in

C.M. 1:4, finishing the surface by taking out

grains and curing for fourteen days,

scaffolding etc. complete.

4618.26 Ground Floor - 324.00 Sqm 1496315.59 Rupees Three Hundred

TwentyFour Only

Bd-L.7, P.

No.369

RA

Page 8 of 29

Abst Hostel

28 Providing and fixing about 30cm width

chicken mesh of 24 gauge at the junction of

2 different surface of different material

component at the of plastering to prevent

cracking in plaster surface as and where

directed at all floors with all leads and lifts

etc. complete

551.12 Ground Floor - 89.00 Cum 49050.04 Rupees EightyNine Only ,208/64 As Directed by

Engineer in

charge

551.12 First Floor - 89.89 Cum 49540.54 Rupees EightyNine Paise

EightyNine Only

Add 1% for lift

charge

As Directed by

Engineer in

charge

29 Providing and applying priming coat

concrete/masonary/Asbestos cement

plasterd surface including scaffolding if

necessary, preparing the surface by throughly

cleaning oil, grease, dirt and other foreign

matter and sand papering as required.

5040.97 Ground Floor - 17.00 Sqm 85696.44 Rupees Seventeen Only ,315/87 As Directed by

Engineer in

charge

4956.37 First Floor - 17.17 Sqm 85100.82 Rupees Seventeen Paise

Seventeen Only

Add 1% for lift

charge

As Directed by

Engineer in

charge

30 Providing and applying Plastic emulsion paint

of approved quality colour and shade to old

& new surface in Two coats including

scaffolding, preparing the surfaces.

(excluding the primer coat) complete.

5040.97 Ground Floor - 65.00 Sqm 327662.86 Rupees SixtyFive Only ,331/90 331/90

4956.37 First Floor - 65.65 Sqm 325385.49 Rupees SixtyFive Paise

SixtyFive Only

Add 1% for lift

charge

Add 1% for lift

charge

Page 9 of 29

Abst Hostel

31 Providing and applying two coats of appex

Ace white exterior paint of approved

manufacture and of approved colour to the

plastered surfaces including cleaning,

prepairing the plaster surface ,applying

primer coat, scaffolding if necessary, and

watering the surface for two days complete.

4618.26 Ground Floor - 210.00 Cum 969834.18 Rupees Two Hundred Ten

Only

,317/87 As Directed by

Engineer in

charge

32 labour charges for providing groove in

extrnal plaster having wdith of 2.5 c.m. and

spaced at a distence of 45c.m. etc.

completein charge.

50.00 Ground Floor - 21.00 Rmt 1050.00 Rupees TwentyOne Only ,204/63 As Directed by

Engineer in

charge

50.00 First Floor - 21.21 Rmt 1060.50 Rupees TwentyOne Paise

TwentyOne Only

Add 1% for lift

charge

As Directed by

Engineer in

charge

33 Providing patti on plastered surface 12 mm to

15 mm thick in c.m. 1:3 in line and level

including neat finishing, scaffolding, curing

etc. complete.

Ground Floor - 0.00

30.00 75 mm wide 21.00 Rmt 630.00 Rupees TwentyOne Only ,205/63 As Directed by

Engineer in

charge

30.00 100 mm wide 27.00 Rmt 810.00 Rupees TwentySeven Only ,206/63 As Directed by

Engineer in

charge

30.00 150 mm wide 40.00 Rmt 1200.00 Rupees Fourty Only ,207/64 As Directed by

Engineer in

charge

First Floor -

30.00 75 mm wide 21.21 Rmt 636.30 Rupees TwentyOne Paise

TwentyOne Only


Engineer in

charge

30.00 100 mm wide 27.27 Rmt 818.10 Rupees TwentySeven Paise

TwentySeven Only


Engineer in

charge

Page 10 of 29

Abst Hostel

30.00 150 mm wide 40.40 Rmt 1212.00 Rupees Fourty Paise Fourty

Only


Engineer in

charge

34 Providing and laying Vitrified Mirror / glossy

finish tiles of Kajaria / Nitco / Asian / Coral or

equivalent make having size 590mm to

605mm x 590mm to 605mm of 8 to 10mm

thickness and confirming to IS 15, 622 - 2, 006

( Group Bla) of approved make, shade and

pattern for flooring in required position laid on

a bed of 1:4 cement mortar including neat

cement float, filling joints, curing and

cleaning etc. complete. Rustic Matt Finish

543.36 Ground Floor - 800.00 Sqm 434686.40 Rupees Eight Hundred Only RA I.No.-19, P.No.-47

543.36 First Floor - 808.00 Sqm 439033.26 Rupees Eight Hundred Eight

Only

Add 1% for lift

charge

I.No.-19, P.No.-47

35 Providing and laying polished Kotah stone

flooring 25mm to 30mm thick and of required

width in plain / diamond pattern on a bed of

/ 1:6 cement mortar including cement float,

filling joints with neat cement slurry, curing,

polishing and cleaning complete.

465.43 Ground Floor - 1058.00 Sqm 492419.65 Rupees One Thousand

FiftyEight Only

RA

235.44 First Floor - 1069.00 Sqm 251685.36 Rupees One Thousand

SixtyNine Only

Add 1% for lift

charge



material, labour etc. complete. (Prior

permission of S.E. shall be obtained before

inclusion of this item in the estimate.)

Page 11 of 29

Abst Hostel

465.43 Ground Floor - 380.00 Sqm 176861.50 Rupees Three Hundred Eighty

Only

,239/71

235.44 First Floor - 384.00 Sqm 90408.96 Rupees Three Hundred

EightyFour Only

Add 1% for lift

charge




with readymade adhesive mortar of

approved quality on plasterof 1:2 cement

mortar including joint filling with white /colour

cement slurry cleaning curing complete.

32.48 Ground Floor - 872.00 Sqm 28319.07 Rupees Eight Hundred

SeventyTwo Only

RA RA

33.99 First Floor - 881.00 Sqm 29946.95 Rupees Eight Hundred

EightyOne Only

Add 1% for lift

charge

I.No.-19, P.No.-47





thickness and confirming to IS 15, 622 - 2, 006

( Group Bla) of approved make, shade and

pattern for Skirting in required position laid on


cement float, filling joints, curing and

cleaning etc. complete.: Rustic Matt Finish

94.55 Ground Floor - 880.00 Sqm 83202.24 Rupees Eight Hundred Eighty

Only

RA I.No.-19, P.No.-47


EightyNine Only

Add 1% for lift

charge

I.No.-19, P.No.-47

Page 12 of 29

Abst Hostel

39 Providing and laying Ceramic tiles of Kajaria

/ Nitco / Asian or equivalent make having

sizes 30cm x 45cm approved quality and size

7 mm thick for dado and skirting in requied

position with ready made adhesive mortar of

approved quality on plaster of 1:2 cement

mortar including joints filling with white/

colour cement slurry, cleaning, curring

complete.


SeventyTwo Only

RA


EightyOne Only

Add 1% for lift

charge

40 Providing and Antiskid tiles of approved

quality of company Kajaria/nitco/asian or

equivalent make of size 30 cm x 30cm and to

IS 15,622-2,006 ( Group-BIIA) for antiskid

flooring in required position laid on a bed of

1:4 cement motar including cement float,

filling joint with cement slurry cleaning curing

complete.

155.90 Ground Floor - 665.00 Sqm 103676.16 Rupees Six Hundred SixtyFive

Only

RA

155.90 First Floor - 672.00 Sqm 104767.49 Rupees Six Hundred

SeventyTwo Only

Add 1% for lift

charge


slabs 20 to 25 mm thick for treads and risers of

steps and staircases, with rounded nosing for

the treads on a bed of 1:4 cement mortar

including cement float, filling joints with neat

cement slurry, curing, polishing and cleaning

complete.


SeventyNine Only

Bd-M.22, P.

No.390

RA


EightyEight Only

Bd-M.22, P.

No.390

Add 1% for lift

charge

Page 13 of 29

Abst Hostel

42 Providing and Preparing kitchen otta made

up from 30mm thick and 75mm cm width

one side polished kadappa top 75cm heigh

vertical support for kadappa at 1m. c/c of

25mm thick both side polished kadappa

middel shelf and bottom of 20mm thick one

side polished kadappa with facia patti of 20

x 50mm kadappa including all material

labour cutting fixing with cement mortar and

araldite curing polished and cleaning etc.

complete.

4.50 Ground Floor - 2379.00 Sqm 10705.50 Rupees Two Thousand Three

Hundred SeventyNine Only

Bd-M.35, P.

No.393

,248/73

43 Providing sills of polished Granite of

approved colour stone and 16mm to 20mm

thick of approved quality vein and colour

with machine polished surface on a bed of

Cement Mortar 1:4 including neat cement

float filling joints with neat cement slurry to

match the colour of the slabs curing,

rounding edges and cleaning etc. complete.

(Prior permission of SE shall be obtained

before inclusion of this item in the estimate)

Additional item : As directed by engineer in

charge.

213.23 Ground floor - 3260.00 Sq. M. 695123.28 Rupees Three Thousand Two

Hundred Sixty Only

RA

225.18 First Floor - 3293.00 Sqm 741517.74 Rupees Three Thousand Two


Bd-M.12 Add 1% for lift

charge

Page 14 of 29

Abst Hostel


extruded modular aluminium section Three

Track sliding windows mounted on

rectangular frame of size 100 x 50x 2.80mm

thick (2.183 kg/Rmt.) made up of three track

drain bottom section of size92 x 31 x 1.1mm

thick (0.911 kg/Rmt.) and top and sides

sections of size 92 x 45 x 1.5mm thick (1.284

kg/Rmt.). The shutter should be of bearing

bottom of size 40 x 18 x 1.2mm thick (0.417

kg/Rmt.) top member of size 40 x 18 x 1.20mm

thick (0.475 kg/Rmt.) Interlocking section size

of 43 x 27 x 1.30mm thick (0.558 kg/Rmt.) and

handle section of size 43 x 18 x 1.30mm thick

(0.424 kg/Rmt.) selected quality 5.5mm thick

clear glass to be fixed in shutter with

neoprene gasket with approved quality PVC

rollers necessary locks handles PVC lining and

wooden encasement wherever necessary

etc. complete as directed by Engineer in

charge.

101.52 Ground Floor - 4435.00 Sqm 450241.20 Rupees Four Thousand Four

Hundred ThirtyFive Only


Engineer in

charge

118.08 First Floor - 4479.00 Sqm 528880.32 Rupees Four Thousand Four


Add 1% for lift

charge

As Directed by

Engineer in

charge


louvered windows/ ventilators (IS std.) of

various sizes with powder coating as per

detailed drawings and specifications

including aluminium frames 80 x 38 mm box

type 5 mm thick sheet glass louvers, clips /

rubber plain P.V.C.. gaskets of approved

quality etc. complete.. (Sample to be got

approved from Ex. Engineer before use)

Page 15 of 29

Abst Hostel

14.69 Ground Floor - 2840.00 Sqm 41713.92 Rupees Two Thousand Eight

Hundred Fourty Only


Engineer in

charge

12.96 First Floor - 2868.00 Sqm 37169.28 Rupees Two Thousand Eight

Hundred SixtyEight Only

Add 1% for lift

charge

As Directed by

Engineer in

charge


windows, ventilators weighing 20.00 kg per

Sq.M. as per drawing, including necessary

fixtures, welding and painting with one coat

of anti-corrosive paint etc. complete.

116.21 Ground Floor - 1584.00 Sqm 184073.47 Rupees One Thousand Five

Hundred EightyFour Only

,470/125 ,444/119

118.08 First Floor - 1600.00 Sqm 188928.00 Rupees One Thousand Six

Hundred Only

Bd-U.1, P.

No.537

Add 1% for lift

charge



hand rail of size 75 x 60 mm and sill of 75 x 25

mm for staircase, and verandah including

fabricating, fixtures, erecting, painting grill

work with one coat of anticorrosive paint and

polishing the sill, hand rail with French

polishing etc. complete.

24.32 Ground Floor - 1924.00 Sqm 46787.83 Rupees One Thousand Nine

Hundred TwentyFour Only


Engineer in

charge

24.32 First Floor - 1943.00 Sqm 47249.87 Rupees One Thousand Nine

Hundred FourtyThree Only

Add 1% for lift

charge

As Directed by

Engineer in

charge

Page 16 of 29

Abst Hostel

47 Providing and fixing single leaf pannelled

door shutter without fanlight and shutter

35mm thick as per drawing consisting of

Ghana T.W. top rail size 100 x 35mm and

bottom and lock rail 200 x 35mm insert

pannel 12mm thick commercial playfaced

T.W. partical board with phenol


confirming to ISI 3097) excluding frame

including iron oxidised fixture fastening and

T.W. beading at junction of pannels inserts

and as instructed by the Engineer in charge

including 3 coats of oil painting etc.

complete.

97.56 Ground Floor - 5715.00 Sqm 557555.40 Rupees Five Thousand Seven


Bd-T.34, P.

No.499

,397/106

84.42 First Floor - 5772.00 Sqm 487272.24 Rupees Five Thousand Seven


Bd-T.34, P.

No.499

Add 1% for lift

charge

48 Providing and fixing country teak wood

double leaf 2nd class partly paneled and

partly glazed door without ventilator/

fanlight, as per detailed drawings, including

iron oxidised fixtures and fastening and

finishing the wood work with one coat of

primer (excluding door frame) complete.

10.08 Ground Floor - 2740.00 Sqm 27619.20 Rupees Two Thousand Seven

Hundred Fourty Only

Bd-T.34, P.

No.499

,458/122

Page 17 of 29

Abst Hostel

49 Providing and fixing M-40 grade thick

vibrated pull cast or similar type concrete

frame with chamfer conforming to I.S. 6524-

1983 having 6 mm dia bars 3 Nos. And strips

@250 mm c/c and fixing in wall with 6 Nos. of

hold fast of 12 mm dia bars 500 mm long

including primer and oil painting etc,

complete) frame size 60 mm x 125 mm Spec.

No.: As directed by engineer-in-charge.

80.00 Ground floor - 563.00 RMT 45040.00 Rupees Five Hundred

SixtyThree Only


Engineer in

charge

50 Providing and fixing Frame with/without

ventilator of size as specified with Non teak

wood for doors & windows including

chamfering, rounding, rebating iron hold fast

size 300mm x 40mm x 5mm with oil painting,

etc. complete.

1.85 Ground floor - 48850.00 Cu.m. 90567.90 Rupees FourtyEight Thousand

Eight Hundred Fifty Only


Engineer in

charge

Page 18 of 29

Abst Hostel

51 Providing and fixing 29 mm thick factory

made PVC rigid foam panelled door shutters

manufactured by M/s Rajshri or equivalent

made from MS tube of 19 guage thickness

size 19 mm x 19 mm for styles and 15 mm x 15

mm for top and bottom rails, covered with

heat moulded PVC “C” channel of 5 mm

thick sheet and 30 mm x 50 mm wide to form

styles and 5 mm thick and 75 mm wide PVC

sheet for top rail, lock rail and bottom rail on

either side and 5 mm thick, 20 mm wide cross

PVC sheet as gap insert for top rail and

bottom rail panelling of 5 mm thick PVC

sheet fitted in the M.S. frame welded/sealed

to the styles and rails with 5 mm x 30 mm PVC

sheet beading on either side and joined

together with solvent cement adhesive etc.

complete as per manufacturer’s specification

and direction of Engineer in charge fixed to

the frames with stainless steel hinges of 75

mm size, stailness steel tower bolt 100 mm

size, stainless steel handles 100 mm size

including all material, labour, machinery etc.

complete (For WC, bath shutters) (The



81.90 Ground Floor - 3506.00 Sqm 287141.40 Rupees Three Thousand Five

Hundred Six Only


Engineer in

charge

94.50 First Floor - 3541.00 Sqm 334624.50 Rupees Three Thousand Five

Hundred FourtyOne Only

Add 1% for lift

charge

As Directed by

Engineer in

charge

Page 19 of 29

Abst Hostel

52 Providing & laying in trenches ______ medium

grade having embossed as ISI mark

galvanised iron pipes of ______ with

necessary fitting, remaking good the

demolished portion with fitting trenches and

with primer of anti corrosive oil paint, 2 coats

tc. complete.

Ground Floor -

56.00 15 mm GI Pipe - 165.00 Rmt 9240.00 Rupees One Hundred

SixtyFive Only

Bd-V.5, P.

No.551

,491-496/129-130


NinetyOne Only

Bd-V.5, P.

No.551

,491-496/129-130

68.00 25 mm GI Pipe - 252.00 Rmt 17136.00 Rupees Two Hundred

FiftyTwo Only

Bd-V.5, P.

No.551

,491-496/129-130

196.00 32 mm GI Pipe - 321.00 Rmt 62916.00 Rupees Three Hundred

TwentyOne Only

Bd-V.5, P.

No.551

,491-496/129-130


SeventyEight Only

Bd-V.5, P.

No.551

,491-496/129-130

40.00 50 mm GI Pipe - 471.00 Rmt 18840.00 Rupees Four Hundred

SeventyOne Only

Bd-V.5, P.

No.551

,491-496/129-130

First Floor -


SixtySeven Only

Bd-V.5, P.

No.551

,491-496/129-130


NinetyThree Only

Bd-V.5, P.

No.551

,491-496/129-131


FiftyFive Only

Bd-V.5, P.

No.551

,491-496/129-132


TwentyFour Only

Bd-V.5, P.

No.551

,491-496/129-133


EightyTwo Only

Bd-V.5, P.

No.551

,491-496/129-134


SeventySix Only

Bd-V.5, P.

No.551

,491-496/129-135

53 Providing & fixing on walls / Ceiling / floors

_________ heavy grade having embossed as

ISI mark galvanised iron pipes with necessary

fitting, remaking good the demolished

portion and applying primer of anti corrosive

oil paint, 2 coats tc. complete.

Ground Floor -

Page 20 of 29

Abst Hostel


NinetyFive Only

Bd-V.5, P.

No.551

,478-488/128-129

39.20 20 mm GI Pipe - 210.00 Rmt 8232.00 Rupees Two Hundred Ten

Only

Bd-V.5, P.

No.551

,478-488/128-129

68.00 25 mm GI Pipe - 266.00 Rmt 18088.00 Rupees Two Hundred SixtySix

Only

Bd-V.5, P.

No.551

,478-488/128-129


SixtyFive Only

Bd-V.5, P.

No.551

,478-488/128-129


NinetyThree Only

Bd-V.5, P.

No.551

,478-488/128-129


SeventySix Only

Bd-V.5, P.

No.551

,478-488/128-129

First Floor -


NinetySeven Only

Bd-V.5, P.

No.551

,478-488/128-129

add 1% for FF

39.20 20 mm GI Pipe - 212.00 Rmt 8310.40 Rupees Two Hundred Twelve

Only

Bd-V.5, P.

No.551

,478-488/128-129


SixtyNine Only

Bd-V.5, P.

No.551

,478-488/128-129


SixtyNine Only

Bd-V.5, P.

No.551

,478-488/128-129


NinetySeven Only

Bd-V.5, P.

No.551

,478-488/128-129


EightyOne Only

Bd-V.5, P.

No.551

,478-488/128-129

54 Providing and fixing ____ screw down

wheeled stop tap of brass including

necessary sockets / union nut, testing etc.

complete.

Ground Floor -

28.00 25mm - 404.00 No 11312.00 Rupees Four Hundred Four

Only

Bd-V.9, P.

No.555

,511/132

First Floor -

28.00 25mm - 408.00 No 11424.00 Rupees Four Hundred Eight

Only

Bd-V.9, P.

No.555

,511/132

8.00 50mm - 722.00 No 5776.00 Rupees Seven Hundred

TwentyTwo Only

Bd-V.9, P.

No.555

,514/132

Page 21 of 29

Abst Hostel

55 Providing and fixing 100 mm dia chromium

plated brass shower rose to 15mm dia supply

pipe including necessary bend and socket

complete.

28.00 Ground Floor - 310.00 No 8680.00 Rupees Three Hundred Ten

Only

Bd-V.12, P.

No.556

,517/133

28.00 First Floor - 313.00 No 8764.00 Rupees Three Hundred

Thirteen Only

Bd-V.12, P.

No.556

Add 1% for lift

charge

56 Providing and fixing C.P. Wall mixer with

provision for overhead shower with 115mm

long bend pipe & wall flange jaquar make

continental ( CAT. No. Con-273 UPR) or

equivalent including necessary sockets /

union nut etc. complete.

28.00 Ground Floor - 3756.00 No 105168.00 Rupees Three Thousand

Seven Hundred FiftySix Only


Engineer in

charge

28.00 First Floor - 3794.00 No 106232.00 Rupees Three Thousand

Seven Hundred NinetyFour

Only

Add 1% for lift

charge

As Directed by

Engineer in

charge

57 Providing and fixing C.P. Pillar cock long neck

with aerator jaquar make continental ( CAT.

No. Con-021) or equivalent including

necessary sockets / union nut etc. complete.

28.00 Ground Floor - 1168.00 No 32704.00 Rupees One Thousand One



Engineer in

charge

28.00 First Floor - 1180.00 No 33040.00 Rupees One Thousand One

Hundred Eighty Only

Add 1% for lift

charge

As Directed by

Engineer in

charge

58 Providing and fixing screw down 15 mm dia.

Sink Cock with flange for cold water of brass

including necessary socket union nut, testing

etc. complete. (Prior approval of sample and

brand by Executive Engineer is necessary

before use) Make Sharp with extended

swinging spout with wall flange.

Page 22 of 29

Abst Hostel

28.00 Ground Floor - 1606.00 No 44968.00 Rupees One Thousand Six

Hundred Six Only


Engineer in

charge

28.00 First Floor - 1622.00 No 45416.00 Rupees One Thousand Six

Hundred TwentyTwo Only

Add 1% for lift

charge

As Directed by

Engineer in

charge

59 Providing and fixing Bib Cock with wall

flange jaquar make continental ( CAT No.

Con 047) or eqivalant including including

necessary sockets/union nut etc. complete.

28.00 Ground Floor - 929.00 No 26012.00 Rupees Nine Hundred

TwentyNine Only

,614/148

28.00 First Floor - 938.00 No 26264.00 Rupees Nine Hundred

ThirtyEight Only

Add 1% for lift

charge

60 Providing and fixing European type white

glazed earthenware coupled closet

symphonic trap with symphonic low level

white glazed 10 liters cistern with black

backlite seat with all necessary pipe

connection etc. complete.

28.00 Ground Floor - 3130.00 No 87640.00 Rupees Three Thousand One

Hundred Thirty Only


Engineer in

charge

28.00 First Floor - 3161.00 No 88508.00 Rupees Three Thousand One

Hundred SixtyOne Only

Add 1% for lift

charge

As Directed by

Engineer in

charge

61 Providing and fixing White glazed

earthenware wash Hand Basin of 55cm x 40

cm size including cold water piller tap / cold

and hot water piller tap bracket, rubber plugs

and brass chain, stop tap and necessary pipe

connections including PVC water pipe waste

pipe and trap up to the outside face of the

wall.

28.00 Ground Floor - 2558.00 No 71624.00 Rupees Two Thousand Five


Bd-V.30, P.

No.565

,527/134

28.00 First Floor - 2584.00 No 72352.00 Rupees Two Thousand Five


Bd-V.30, P.

No.565

Add 1% for lift

charge

As Directed by

Engineer in

charge

Page 23 of 29

Abst Hostel

62 Providing and fixing 1st class "Orissa type"

colour glazed earthenware "Orissa type" W.C.

Pan 600 x 400 mm size including `P' or `S' trap

UPVC soil and vent pipe upto the outside

face of the wall, 1:5:10 cement concrete

bedding, 10 litre fibre high level flushing

cistern, 32mm dia. UPVC flush pipe with fitting

and clamps, 20mm dia . UPVC over flow pipe

with mosquito proof coupling UPVC chain &

pully painting to cister and exposed pipe,

cutting and making good walls and floor,

testing etc. complet. (Prior approval of

sample and brand by Ex. Engineer is


4.00 Ground Floor - 4890.00 No 19560.00 Rupees Four Thousand Eight

Hundred Ninety Only

Bd-V.30, P.

No.565

,566/140

63 Providing and fixing 10cm P.V.C. Nahani Trap

with grating etc. complete.

28.00 Ground Floor - 650.00 No 18200.00 Rupees Six Hundred Fifty

Only


Engineer in

charge

28.00 First Floor - 656.00 No 18368.00 Rupees Six Hundred FiftySix

Only

Add 1% for lift

charge

As Directed by

Engineer in

charge

64 Providing and fixing 110mm dia PVC Rain

water pipe with necessary fitting such as

bends, tees, single junctions slotted vent,

clamps etc. complete.

256.00 Ground Floor - 357.00 Rmt 91392.00 Rupees Three Hundred

FiftySeven Only


Engineer in

charge

Page 24 of 29

Abst Hostel

65 Providing and fixing _____ mm diameter

UPVC soil / vent / waste SWR pipe of required

diameter conforming to IS-13592, and IS-4985

to withstand continuous internal hydraulic

pressure of 4 kg / cm2 including necessary

fixtures and fittings, such as bends, tees, single

junctions, double junctions and joining with

rubber rings and lurbicants, on wall by means

of clips or in ground including necessary

excavation, laying refilling, trench testing etc.

complete. (Prior approval of sample and

brand by Ex. Engineer is necessary before

use) As Directed by Engineer in charge-

140.00 75 mm dia 310.00 Rmt 43400.00 Rupees Three Hundred Ten

Only


Engineer in

charge

100.00 110 mm dia 357.00 Rmt 35700.00 Rupees Three Hundred

FiftySeven Only


Engineer in

charge

66 Providing and constructing Brick Masonry

intercepting Chamber ___________including

1:4:8 Cement Concrete foundation, 1:2:4 C.C.

channels / half round glazed stoneware pipe

pipes, brick masonary plastering from inside

and with frame fixed in cement conctete.

with RCC Cover

16.00 60cm x 45 cm x 90 cm 3893.00 No 62288.00 Rupees Three Thousand Eight


Bd-V.43, P.

No.574

,545/137

16.00 90 cm x 45 cm x 90 cm 3957.00 No 63312.00 Rupees Three Thousand Nine


Bd-V.43, P.

No.574

,546/137



including necessary (including excavation

and laying)

6760.00 No 27040.00 Rupees Six Thousand Seven

Hundred Sixty Only

Bd-V.45, P.

No.575

,549/138

Page 25 of 29

Abst Hostel

68 Providing & laying water proof treatment to

terrace slab with B.B.coba in all position with

an average thickness of 112 mm consisting

specilised materials as per the manufucture

specifications and covering 10 years

guarantee on court fee stamp paper

including all leads, lifts etc complete.v

1240.41 Second Floor - 683.00 Sqm 847197.30 Rupees Six Hundred

EightyThree Only

RA As Directed by

Engineer in

charge

69 Providing water proof bedding for flooring of

Bath and WC 25 mm thick in C.M.1:3

including using 1 kg of water proof

compound per bag of cement including

levelling, curing etc. complete.

161.28 First Floor - 301.00 Sqm 48545.28 Rupees Three Hundred One

Only

RA As Directed by

Engineer in

charge

70 Providing and fixing 45 cm wide mild steel

ladder of 40mm x 6 mm mild steel flat

stringers and steps of 18 mm dia mild steel

bar for water tank including fixing it in 1:2:4 /

M-15 cement concrete block 60cm x 30cm x

30cm & painting the ladder with 3 coats of oil


14.00 Second Floor - 545.00 Rmt 7630.00 Rupees Five Hundred

FourtyFive Only

Bd-V.19, P.

No.559

,520/133

71 ##### Providing, & Fixing H.D.P. Container syntex or

alike one piece moulded water tank made

out of heigh density polyethyler and built

corrugated inclusive delivery uo ti distination

housting fixing of accesserries such as inlet,

outlet overflow pipe inclusive of all

8.00 Lit 256000.00 Rupees Eight Only ,585/144 As Directed by

Engineer in

charge

Page 26 of 29

Abst Hostel

72 818.52 Providing and fixing heavy duty inter locking

concrete rubber mould glossy paving blocks

of 80mm thickness of having a strength of 400

kg/sq.cm. of approved quality and shape on

a bed of crushed sand of 25 to 30 mm thick

including skirting joints and cleaning etc.

complete.

750.00 Sqm 613890.00 Rupees Seven Hundred Fifty

Only

262/76 As Directed by

Engineer in

charge


treatment as per IS 6313 ( Part-II) by treating

the bottom surface and sides for excavation

clorophyriphoas / lendene at the rate of 5

liters of emulsion concentrates of 0.5 persent

of Aldrin per Sq.m. of surface area covering

10 years guarantee.

12.00 Sqm 39605.76 Rupees Twelve Only ,742/172 As Directed by

Engineer in

charge







covering 10 years guarantee.

95.00 Sqm 124615.49 Rupees NinetyFive Only ,741/172 As Directed by

Engineer in

charge


treatment as per IS 6313 ( Part-I) to the soil

along the external face of building by

punching holes of 1.2 of 1.5 cm dia about 30

percent of clorophyriphas 20 E.C. Hephoclore

at the rate of 7.5 liters emulsion concentrates

per holes and sealing the same with proper

filling & covering 10 years guarantee.

80.00 Rmt 16000.00 Rupees Eighty Only ,743/172 As Directed by

Engineer in

charge

74 Providing and laying concrete pipe of IS NP

class ____________ in proper line, level and



and refilling the trench complete.

a 50.00 150 mm 505.00 Rmt 25250.00 Rupees Five Hundred Five

Only

Bd-V.41, P.

No.573

,540/136

Page 27 of 29

Abst Hostel

b 50.00 225 mm 560.00 Rmt 28000.00 Rupees Five Hundred Sixty

Only

Bd-V.41, P.

No.573

,541/136

c 50.00 300 mm 816.00 Rmt 40800.00 Rupees Eight Hundred

Sixteen Only

Bd-V.41, P.

No.573

,542/136

75 Providing and fixing for 25mm dia water

meter with non return value including stainer,

sockets/ union nut and including water meter

box making locking arrangement and lock. (

Without chambe)

2.00 25 mm dia water meter 4350.00 No 8700.00 Rupees Four Thousand Three

Hundred Fifty Only

Bd-V.7, P.

No.554

,501/131

76 4.00 Providing Soak pit of Size 120cm x 120cm x

120cm inluding excavation and filling with

brick bat

685.00 No 2740.00 Rupees Six Hundred

EightyFive Only

Bd-V.46, P.

No.576

,550/138

77 Providing and fixing chromium plated towel

rod 16mm dia and 75 cm in length including

all accessories complete.

28.00 Ground Floor - 170.00 No 4760.00 Rupees One Hundred

Seventy Only


Engineer in

charge

28.00 First Floor - 172.00 No 4816.00 Rupees One Hundred

SeventyTwo Only

Add 1% for lift

charge

As Directed by

Engineer in

charge

78 49.68 Providing and fixing collapsible steel gate in

one / two leaves with hot rolled vertical

channels of 18x*x3mm minium size, crossing

of M.S. flats of size 18x 5mm T or E section for

runner of minium 40 x6mm size for flange, M.S.

flat for top runner of minium size 40x 12mm

with roller wheels confirming to gate F.G. 150

fitted with snap headed rivets of minium size

6mm max spacing of vertical channels be

100mm enclosed gate position and clear

space of 150mm between two sets of

crossings with hold fasts, stoppers, spaces,

handles locking arrangement and one coat

fo red primer & oil painting etc. complete

2451.00 No 121765.68 Rupees Two Thousand Four

Hundred FiftyOne Only

Bd-T.57, P.

No.511

,411/110

Page 28 of 29

Abst Hostel

79 Providing and fixing 450mm x 550mm size

superior type Belgium mirror with 16mm dia.

Nickel plated towel rod. Etc. complete.

28.00 Ground Floor - 407.00 No 11396.00 Rupees Four Hundred Seven

Only


Engineer in

charge

28.00 First Floor - 411.00 No 11508.00 Rupees Four Hundred Eleven

Only

Add 1% for lift

charge

As Directed by

Engineer in

charge

80 Providing and fixing 15cm x 10cm salt glazed

stoneware gully trap in cement concrete

1:4:8 outside the building including

connecting glazed stoneware pipe, brick

masonry chamber with R.C.C. lid and symet

grating for the gully trap testing etc.

complete.

4.00 Ground Floor - 672.00 No 2688.00 Rupees Six Hundred

SeventyTwo Only


Engineer in

charge

81 Providing uncoursed rubble masonry of trap /

granite / quartzite / gneiss stones in cement




unexposed faces and watering complete.

18.31 Ground Floor - 2948.00 Cum 53966.09 Rupees Two Thousand Nine

Hundred FourtyEight Only

RA As Directed by

Engineer in

charge

47010562.16

Say 47010562.00

Total Estimated cost of Hostel Buildings( two blocks) =

Dated Sign of Contractor University Engineer,MPKV

Page 29 of 29

Speci. Clause

No.

Page & Item No. In

PWD DSR

Addittional

Identity if any





stacking and spreading as directed,





173.83 a. Lift upto 1.5 m. 115.00 Cum 19990.92 Rupees One Hundred Fifteen Only Bd.A.1, P.

No.259

,1/9









142.34 a. Lift upto 1.5 m. 132.00 Cum 18789.41 Rupees One Hundred ThirtyTwo Only Bd.A.2, P. No.

259

,5/10

CIVIL WORK -

Rate in Words Referance to Std. Sp. Book Vol. I, IS 1979 Edition &


ITEM DESCRIPTION

BDA - EXCAVATION

Total AMOUNT

according to

estimated

Quantities

Quantity

estimate

d but

Sr.

No.

Estimate

Rate Rupees

in figure

UNIT or Per

Subwork No-5

Name of Work : Construction of Aminity Building in the campus of Agriculture College at Muktainagar Dist. Jalagaon For Mahatma

Phule Krushi Vidyapeeth, Rahuri

Schedule B

Page 1 of 28




distance of 50 metres beyond the building

area and stacking as directed including


foundation and necessary, watering including

shoring and strutting etc.complete.

71.17 a. Lift upto 1.5 m 305.00 Cum 21707.46 Rupees Three Hundred Five Only Bd.A.4, P. No.

259

,13/12

71.17 b.Lift above 1.5 m 315.00 Cum 22419.18 Rupees Three Hundred Fifteen Only Bd.A.4, P. No.

259

,12/12




complete.

229.00 Cum 39961.28 Rupees Two Hundred TwentyNine Only Bd-A 10, P. No.

262

RA

6 385.37 Filling in plinth and floors with contractor's Soil's,

Sand or murum in 15 cm to 20 cm layers


complete.

614.00 Cum 236614.48 Rupees Six Hundred Fourteen Only Bd-A 11, P. No.

263

RA




complete.

702.00 Cum 149374.87 Rupees Seven Hundred Two Only Bd-A 11, P. No.

263

RA





compacting, covering newly laid concrete by

gunny bag, plastic or tarpaulin, curing etc.


be allowed)

4089.00 Cum 685116.14 Rupees Four Thousand EightyNine Only Bd-E.1, P.

No.287

RA



Page 2 of 28



gneiss metal for R.C.C. work in foundations like

raft, Strip foundations, grillage and and footings

of R.C.C. columns and steel stanchions etc.

including bailing-out water formwork, cover

blocks, compaction and curing roughening

the surface if special finish is to provide (


complete.

4988.00 Cum 355050.83 Rupees Four Thousand Nine Hundred

EightyEight Only

Bd-F.3, P.

No.298 & B.7,

P.No. 38

RA


of M20 grade of trap granite / quartzite /

gneiss metal for R.C.C. columns as per




surface if special finish is to provide ( Excluding

reinforcement and structural steel ) complete.

36.50 Ground Floor - 7178.00 Cum 261965.42 Rupees Seven Thousand One Hundred

SeventyEight Only

Bd-F.5, P.

No.300 & B.7,

P.No. 38

RA

26.85 Fisrt Floor - 7250.00 Cum 194697.30 Rupees Seven Thousand Two Hundred

Fifty Only

Bd-F.5, P.

No.300 & B.7,

P.No. 38

Add 1% lift

charges



gneiss metal for R.C.C. beams and lintels as


directed including centering, formwork, cover




complete.

109.31 Ground Floor - 7253.00 Cum 792835.66 Rupees Seven Thousand Two Hundred

FiftyThree Only

Bd-F.6, P.

No.300 & B.7,

P.No. 38

RA

Page 3 of 28

66.30 First Floor - 7326.00 Cum 485715.70 Rupees Seven Thousand Three


Bd-F.6, P.

No.300 & B.7,

P.No. 38

Add 1% lift

charges


of M20 gade of trap granite / quartzite / gneiss

metal for R.C.C. slabs and landings canopy

waist slab with steps as per detailed designs

and drawings or as directed including





82.00 Ground Floor - 7518.00 Cum 616448.33 Rupees Seven Thousand Five Hundred

Eighteen Only

Bd-F.8, P.

No.302 & B.7,

P.No. 38

RA

81.28 First Floor - 7593.00 Cum 617180.89 Rupees Seven Thousand Five Hundred

NinetyThree Only

Bd-F.8, P.

No.302 & B.7,

P.No. 38

Add 1% lift

charges



gneiss metal for R.C.C. chhajja as per detailed

designs and drawings or as directed including






NinetyThree Only

Bd-F.9, P.

No.303 & B.7,

P.No. 38

RA

1.99 First Floor - 7669.00 Cum 15270.90 Rupees Seven Thousand Six Hundred

SixtyNine Only

Bd-F.9, P.

No.303 & B.7,

P.No. 38

Add 1% lift

charges

Page 4 of 28



gneiss metal for R.C.C. pardi upto 75mm thick

including centering, formwork, cover block,




0.51 Ground Floor - 9116.00 Cum 4606.77 Rupees Nine Thousand One Hundred

Sixteen Only

Bd-F.11, P.

No.304 & B.7,

P.No. 38

RA

1.86 First Floor - 9207.00 Cum 17115.35 Rupees Nine Thousand Two Hundred

Seven Only

Bd-F.11, P.

No.304 & B.7,

P.No. 38

Add 1% lift

charges


grade of trap granite / quartzite / gneiss metal

for R.C.C. coping to Plinth or Parapet and sill of

doors and windows moulded as per detailed

drawings or chamfered as per approved by

the engineer including centering, formwork,

cover blocks, compacting and roughening

them if special finish is to be provided and

curing complete. ( Excluding reinforcement ).

3.56 First Floor - 5016.00 Cum 17871.66 Rupees Five Thousand Sixteen Only Bd-F.12, P.

No.304 & B.7,

P.No. 38

RA




columns, canopies, staircase, newels, chajjas,

lintels pardis, copings, fins, arches etc. as per

detailed designs, derwing and schedules

including cutting, bending hooking the bars,

binding with wires or tack welding and

supporting as requried complete.

Page 5 of 28

51.88 Ground Floor - 53834.00 MT 2792907.92 Rupees FiftyThree Thousand Eight


Bd-F.17, P.

No.306

,130/43

31.92 First Floor - 54372.00 MT 1735554.24 Rupees FiftyFour Thousand Three


Bd-F.17, P.

No.306

Add 1% lift

charges






unexposed faces, raking out joints on exposed

faces and watering complete.

6170.00 Cum 254611.00 Rupees Six Thousand One Hundred

Seventy Only

Bd-G.1, P.

No.313

RA






101.29 Ground Floor - 6370.00 Cum 645203.81 Rupees Six Thousand Three Hundred

Seventy Only

Bd-G.5, P.

No.315

RA

152.87 First Floor - 6434.00 Cum 983540.17 Rupees Six Thousand Four Hundred

ThirtyFour Only

Bd-G.5, P.

No.315

Add 1% lift

charges



mortar 1:4 in half brick thick wall including mild

steel longitudinal reinforcement of 2 bars of 6

mm diameter / 2 hoop iron strips 25 mm X 1.6

mm at every third course, properly bent and

bounded at ends scaffolding, raking out joints

and watering complete.

73.55 Ground Floor - 916.00 SQM 67375.46 Rupees Nine Hundred Sixteen Only Bd-G.7, P.

No.316

RA

21.61 First Floor - 925.00 SQM 19988.33 Rupees Nine Hundred TwentyFive Only Bd-G.7, P.

No.316

Add 1% lift

charges

BDG - Brick work


Page 6 of 28



neeru finish to concrete surface in all positions

including scaffolding and curing etc.

complete.

626.89 Ground Floor - 152.00 Sqm 95286.54 Rupees One Hundred FiftyTwo Only Bd-L.1, P.

No.367

RA

661.20 First Floor - 154.00 Sqm 101825.17 Rupees One Hundred FiftyFour Only Bd-L.1, P.

No.367

Add 1% lift

charges

20 Providing neeru finish to plastered surfaces in a

all position including scaffolding and curing

complete.


No.370

,197/62


TwentySeven Only

Bd-L.10, P.

No.370

Add 1% lift

charges



neeru finish to concrete or brick surfaces, in all

positions including scaffolding, providing



complete.

1026.11 Ground Floor - 212.00 Sqm 217535.53 Rupees Two Hundred Twelve Only Bd-L.2, P.

No.368

RA

832.25 First Floor - 214.00 Sqm 178102.25 Rupees Two Hundred Fourteen Only Bd-L.2, P.

No.368

Add 1% lift

charges



complete.


No.370

,197/62


TwentySeven Only

Bd-L.10, P.

No.370

Add 1% lift

charges

Page 7 of 28





compound at 1kg.per cement bag, curing the

same for not less than 2 days and keeping the

surface of the base coat rough to receive the

sand faced treatment 6 to 8mm thick in C.M.

1:4, finishing the surface by taking out grains

and curing for fourteen days, scaffolding etc.

complete.

882.26 Ground Floor - 324.00 Sqm 285852.73 Rupees Three Hundred TwentyFour

Only

Bd-L.7, P.

No.369

RA

1041.72 First Floor - 327.00 Sqm 340643.39 Rupees Three Hundred TwentySeven

Only

Bd-L.7, P.

No.369

Add 1% lift

charges


chicken mesh of 24 gauge at the junction of 2

different surface of different material



directed at all floors with all leads and lifts etc.

complete


Engineer in

charge

156.51 First Floor - 89.89 Cum 14068.68 Rupees EightyNine Paise EightyNine

Only

Add 1% lift

charges

As Directed by

Engineer in

charge


concrete/masonary/Asbestos cement plasterd

surface including scaffolding if necessary,

preparing the surface by throughly cleaning

oil, grease, dirt and other foreign matter and

sand papering as required.


Engineer in

charge

Page 8 of 28

1493.46 First Floor - 17.17 Sqm 25642.64 Rupees Seventeen Paise Seventeen

Only

Add 1% lift

charges

As Directed by

Engineer in

charge


of approved quality colour and shade to old &

new surface in Two coats including

scaffolding, preparing the surfaces. (excluding

the primer coat) complete.

1653.00 Ground Floor - 65.00 Sqm 107444.75 Rupees SixtyFive Only Bd-P.6, P.

No.414

331/90

1493.46 First Floor - 65.65 Sqm 98045.38 Rupees SixtyFive Paise SixtyFive Only Bd-P.6, P.

No.414

Add 1% for lift

charge

27 Providing and applying two coats of Appex

Ace White exterior paints of approved colour

to the plastered surface including cleaning,

prepairing the plaster surface applying

astered surfaces applying primer coat,



1923.98 Ground Floor - 210.00 Cum 404036.72 Rupees Two Hundred Ten Only ,317/87 As Directed by

Engineer in

charge

28 labour charges for providing groove in extrnal

plaster having wdith of 2.5 c.m. and spaced at

a distence of 45c.m. etc. completein charge.


Engineer in

charge

196.08 First Floor - 21.21 Rmt 4158.86 Rupees TwentyOne Paise TwentyOne

Only

Add 1% for lift

charge

As Directed by

Engineer in

charge




etc. complete.

Ground Floor - 0.00

Page 9 of 28


Engineer in

charge


Engineer in

charge


Engineer in

charge

First Floor -

25.00 75 mm wide 21.21 Rmt 530.25 Rupees TwentyOne Paise TwentyOne

Only

,205/63 Add 1% for

lift charge

As Directed by

Engineer in

charge


TwentySeven Only

,206/63 Add 1% for

lift charge

As Directed by

Engineer in

charge

25.00 150 mm wide 40.40 Rmt 1010.00 Rupees Fourty Paise Fourty Only ,207/63 Add 1% for

lift charge

As Directed by

Engineer in

charge



equivalent make having size 590mm to 605mm

x 590mm to 605mm of 8 to 10mm thickness and

confirming to IS 15, 622 - 2, 006 ( Group Bla) of

approved make, shade and pattern for


1:4 cement mortar including neat cement

float, filling joints, curing and cleaning etc.

complete. Rustic Matt Finish

442.69 Ground Floor - 800.00 Sqm 354153.20 Rupees Eight Hundred Only Bd-M.12, P.

No.385

RA

397.70 First Floor - 808.00 Sqm 321339.90 Rupees Eight Hundred Eight Only Bd-M.12, P.

No.385

Add 1% for lift

charge



width in plain / diamond pattern on a bed of /

1:6 cement mortar including cement float,



Page 10 of 28

170.09 Ground Floor - 1058.00 Sqm 179956.07 Rupees One Thousand FiftyEight Only Bd-M.12, P.

No.385

RA

121.60 First Floor - 1069.00 Sqm 129989.76 Rupees One Thousand SixtyNine Only Bd-M.12, P.

No.385

Add 1% for lift

charge






170.09 Ground Floor - 380.00 Sqm 64634.50 Rupees Three Hundred Eighty Only Bd-M.12, P.

No.385

,239/71

121.60 First Floor - 384.00 Sqm 46694.17 Rupees Three Hundred EightyFour Only Bd-M.12, P.

No.385

Add 1% for lift

charge





quality on plasterof 1:2 cement mortar

including joint filling with white /colour cement

slurry cleaning curing complete.

4.28 Ground Floor - 872.00 Sqm 3732.16 Rupees Eight Hundred SeventyTwo

Only

Bd-M.12, P.

No.385

RA







Skirting in required position laid on a bed of 1:4

cement mortar including neat cement float,

filling joints, curing and cleaning etc.


22.14 Ground Floor - 880.00 Sqm 19481.44 Rupees Eight Hundred Eighty Only Bd-M.12, P.

No.385

RA

15.86 First Floor - 889.00 Sqm 14095.98 Rupees Eight Hundred EightyNine Only Bd-M.12, P.

No.385

Add 1% for lift

charge

Page 11 of 28

35 Providing and laying Ceramic tiles of Kajaria /

Nitco / Asian or equivalent make having sizes

30cm x 45cm approved quality and size 7 mm

thick for dado and skirting in requied position

with ready made adhesive mortar of


mortar including joints filling with white/ colour

cement slurry, cleaning, curring complete.


Only

Bd-M.13, P.

No.386

RA

68.37 First Floor - 881.00 Sqm 60236.61 Rupees Eight Hundred EightyOne Only Bd-M.13, P.

No.386

Add 1% for lift

charge




IS 15,622-2,006 ( Group-BIIA) for antiskid flooring

in required position laid on a bed of 1:4

cement motar including cement float, filling

joint with cement slurry cleaning curing

complete.

19.21 Ground Floor - 665.00 Sqm 12774.98 Rupees Six Hundred SixtyFive Only Bd-M.12, RA

14.05 First Floor - 672.00 Sqm 9441.94 Rupees Six Hundred SeventyTwo Only Bd-M.12, Add 1% for lift

charge

37 Providing and fixing machine cut machine

polished 18 mm to 20 mm thick telephone

black/ Amba White/Cat bary brown/ RBI red/

Ocean Brown granite stone for treads and

risers of steps and staircases of approved

colour and shade with rounded moulding and

three grooved line for the treads on bed of 1:4

cement mortar including float filling joints with

neat cement slurry curing polishing and

cleaning etc. complete.

Spec. No.: Bd. M.22 B/ Page No. 390

108.62 Ground Floor - 3260.00 Sqm 354104.46 Rupees Three Thousand Two Hundred

Sixty Only

Spec. No.: Bd.

M.22 B/ Page

No. 390

RA

Page 12 of 28

16.43 First Floor - 3293.00 Sqm 54087.53 Rupees Three Thousand Two Hundred

NinetyThree Only

Spec. No.: Bd.

M.22 B/ Page

No. 390

Add 1% for lift

charge

38 Providing and Preparing kitchen otta made up

from 30mm thick and 75mm cm width one side

polished kadappa top 75cm heigh vertical

support for kadappa at 1m. c/c of 25mm thick

both side polished kadappa middel shelf and

bottom of 20mm thick one side polished

kadappa with facia patti of 20 x 50mm

kadappa including all material labour cutting

fixing with cement mortar and araldite curing

polished and cleaning etc. complete.

3.60 Ground Floor - 2379.00 Sqm 8564.40 Rupees Two Thousand Three Hundred

SeventyNine Only

Bd-M.35, P.

No.393

,248/73

39 Providing and laying telephone black / Amba

White / Catbary brown / RBI red / Ocean

Brown granite stone of 18 to 20 mm thick for

door frame/ dado/ window boxing

etc. On C.M. 1:6 including filling joints with

polymer base filler nosing the sharp edges

wherever necessary,

curing, etc. complete.


Sixty Only

Bd-M.12 RA


NinetyThree Only


charge

Page 13 of 28



Track sliding windows mounted on rectangular

frame of size 100 x 50x 2.80mm thick (2.183

kg/Rmt.) made up of three track drain bottom

section of size92 x 31 x 1.1mm thick (0.911

kg/Rmt.) and top and sides sections of size 92 x

45 x 1.5mm thick (1.284 kg/Rmt.). The shutter

should be of bearing bottom of size 40 x 18 x

1.2mm thick (0.417 kg/Rmt.) top member of

size 40 x 18 x 1.20mm thick (0.475 kg/Rmt.)

Interlocking section size of 43 x 27 x 1.30mm

thick (0.558 kg/Rmt.) and handle section of size

43 x 18 x 1.30mm thick (0.424 kg/Rmt.) selected

quality 5.5mm thick clear glass to be fixed in

shutter with neoprene gasket with approved

quality PVC rollers necessary locks handles

PVC lining and wooden encasement

wherever necessary etc. complete as directed

by Engineer in charge.

28.80 Ground Floor - 4435.00 Sqm 127728.00 Rupees Four Thousand Four Hundred

ThirtyFive Only


Engineer in

charge

69.48 First Floor - 4479.00 Sqm 311200.92 Rupees Four Thousand Four Hundred

SeventyNine Only

Add 1% for lift

charge

As Directed by

Engineer in

charge




detailed drawings and specifications including

aluminium frames 80 x 38 mm box type 5 mm

thick sheet glass louvers, clips / rubber plain

P.V.C.. gaskets of approved quality etc.

complete.. (Sample to be got approved from

Ex. Engineer before use)

Page 14 of 28

2.16 Ground Floor - 2840.00 Sqm 6134.40 Rupees Two Thousand Eight Hundred

Fourty Only


Engineer in

charge

1.44 First Floor - 2868.00 Sqm 4129.92 Rupees Two Thousand Eight Hundred

SixtyEight Only

Add 1% for lift

charge

As Directed by

Engineer in

charge




fixtures, welding and painting with one coat of

anti-corrosive paint etc. complete.

30.96 Ground Floor - 1584.00 Sqm 49040.64 Rupees One Thousand Five Hundred

EightyFour Only

Bd-U.1, P.

No.537

,470/125

70.92 First Floor - 1600.00 Sqm 113472.00 Rupees One Thousand Six Hundred

Only

Bd-U.1, P.

No.537

Add 1% for lift

charge

43 Providing and fixing 900mm high S.S.304 Grade


1.5 mm thick at top,40mm diameter and

1.5mm thick vertical supports spaced at 3.3m

center to center and two pipes of 12mm

diameter fixed horizontally including

fabricating ,fixtures, errecting , necessary

welding , griding , finishing, buffing to stainless

steel pipe etc. complete.

22.46 Ground Floor - 3958.00 Rmt 88896.68 Rupees Three Thousand Nine Hundred

FiftyEight Only


Engineer in

charge

82.62 First Floor - 3998.00 Rmt 330314.76 Rupees Three Thousand Nine Hundred

NinetyEight Only

Add 1% for lift

charge

As Directed by

Engineer in

charge

Page 15 of 28



as per drawing consisting of Ghana T.W. top

rail size 100 x 35mm and bottom and lock rail

200 x 35mm insert pannel 12mm thick

commercial playfaced T.W. partical board

with phenol formaldehyde synthetic resin

(Generally confirming to ISI 3097) excluding

frame including iron oxidised fixture fastening

and T.W. beading at junction of pannels inserts


including 3 coats of oil painting etc. complete.

17.01 Ground Floor - 5715.00 Sqm 97212.15 Rupees Five Thousand Seven Hundred

Fifteen Only

Bd-T.34, P.

No.499

,397/106

7.56 First Floor - 5772.00 Sqm 43636.32 Rupees Five Thousand Seven Hundred

SeventyTwo Only

Bd-T.34, P.

No.499

Add 1% for lift

charge

45 Providing and fixing country teak wood


partly glazed door without ventilator/ fanlight,

as per detailed drawings, including iron

oxidised fixtures and fastening and finishing

the wood work with one coat of primer

(excluding door frame) complete.

18.00 Ground Floor - 2740.00 Sqm 49320.00 Rupees Two Thousand Seven Hundred

Fourty Only

Bd-T.34, P.

No.499

,458/122




mm dia bars 3 Nos. And strips @250 mm c/c

and fixing in wall with 6 Nos. of hold fast of 12

mm dia bars 500 mm long including primer

and oil painting etc, complete) frame size 60

mm x 125 mm Spec. No.: As directed by

engineer-in-charge.

Page 16 of 28

45.00 Ground floor - 563.00 RMT 25335.00 Rupees Five Hundred SixtyThree Only ,437/117 As Directed by

Engineer in

charge






etc. complete.

0.44 Ground floor - 48850.00 Cu.m. 21268.07 Rupees FourtyEight Thousand Eight

Hundred Fifty Only


Engineer in

charge




made from MS tube of 19 guage thickness size

19 mm x 19 mm for styles and 15 mm x 15 mm

for top and bottom rails, covered with heat

moulded PVC “C” channel of 5 mm thick

sheet and 30 mm x 50 mm wide to form styles

and 5 mm thick and 75 mm wide PVC sheet

for top rail, lock rail and bottom rail on either

side and 5 mm thick, 20 mm wide cross PVC

sheet as gap insert for top rail and bottom rail

panelling of 5 mm thick PVC sheet fitted in the

M.S. frame welded/sealed to the styles and

rails with 5 mm x 30 mm PVC sheet beading on

either side and joined together with solvent

cement adhesive etc. complete as per



stainless steel hinges of 75 mm size, stailness

steel tower bolt 100 mm size, stainless steel

handles 100 mm size including all material,

labour, machinery etc. complete (For WC,

bath shutters) (The



Page 17 of 28

7.88 Ground Floor - 3504.00 Sqm 27594.00 Rupees Three Thousand Five Hundred

Four Only


Engineer in

charge

4.73 First Floor - 3541.00 Sqm 16741.23 Rupees Three Thousand Five Hundred

FourtyOne Only

Add 1% for lift

charge

As Directed by

Engineer in

charge



galvanised iron pipes of ______ with necessary

fitting, remaking good the demolished portion

with fitting trenches and with primer of anti

corrosive oil paint, 2 coats tc. complete.

Ground Floor -

24.00 15 mm GI Pipe - 165.00 Rmt 3960.00 Rupees One Hundred SixtyFive Only Bd-V.5, P.

No.551

,491-496/129-130

12.00 20 mm GI Pipe - 191.00 Rmt 2292.00 Rupees One Hundred NinetyOne Only Bd-V.5, P.

No.551

,491-496/129-130

23.96 25 mm GI Pipe - 252.00 Rmt 6038.00 Rupees Two Hundred FiftyTwo Only Bd-V.5, P.

No.551

,491-496/129-130

24.00 32 mm GI Pipe - 321.00 Rmt 7704.00 Rupees Three Hundred TwentyOne

Only

Bd-V.5, P.

No.551

,491-496/129-130

6.00 40 mm GI Pipe - 378.00 Rmt 2268.00 Rupees Three Hundred SeventyEight

Only

Bd-V.5, P.

No.551

,491-496/129-130

6.00 50 mm GI Pipe - 471.00 Rmt 2826.00 Rupees Four Hundred SeventyOne

Only

Bd-V.5, P.

No.551

,491-496/129-130


_________ heavy grade having embossed as ISI

mark galvanised iron pipes with necessary


and applying primer of anti corrosive oil paint,

2 coats tc. complete.

Ground Floor -

24.00 15 mm GI Pipe - 195.00 Rmt 4680.00 Rupees One Hundred NinetyFive Only Bd-V.5, P.

No.551

,483-488/128-129

12.00 20 mm GI Pipe - 210.00 Rmt 2520.00 Rupees Two Hundred Ten Only Bd-V.5, P.

No.551

,483-488/128-129

23.96 25 mm GI Pipe - 266.00 Rmt 6373.44 Rupees Two Hundred SixtySix Only Bd-V.5, P.

No.551

,483-488/128-129

Page 18 of 28

24.00 32 mm GI Pipe - 365.00 Rmt 8760.00 Rupees Three Hundred SixtyFive Only Bd-V.5, P.

No.551

,483-488/128-129

6.00 40 mm GI Pipe - 393.00 Rmt 2358.00 Rupees Three Hundred NinetyThree

Only

Bd-V.5, P.

No.551

,483-488/128-129

6.00 50 mm GI Pipe - 476.00 Rmt 2856.00 Rupees Four Hundred SeventySix Only Bd-V.5, P.

No.551

,483-488/128-129

First Floor -

24.00 15 mm GI Pipe - 197.00 Rmt 4728.00 Rupees One Hundred NinetySeven

Only

Bd-V.5, P.

No.551

,483-488/128-129

Add 1% for lift

charges

12.00 20 mm GI Pipe - 212.00 Rmt 2544.00 Rupees Two Hundred Twelve Only Bd-V.5, P.

No.551

,483-488/128-129

24.00 25 mm GI Pipe - 267.00 Rmt 6408.00 Rupees Two Hundred SixtySeven Only Bd-V.5, P.

No.551

,483-488/128-129

24.00 32 mm GI Pipe - 369.00 Rmt 8856.00 Rupees Three Hundred SixtyNine Only Bd-V.5, P.

No.551

,483-488/128-129

6.00 40 mm GI Pipe - 397.00 Rmt 2382.00 Rupees Three Hundred NinetySeven

Only

Bd-V.5, P.

No.551

,483-488/128-129

6.00 50 mm GI Pipe - 481.00 Rmt 2886.00 Rupees Four Hundred EightyOne Only Bd-V.5, P.

No.551

,483-488/128-129

51 Providing and fixing ____ screw down wheeled

stop tap of brass including necessary sockets /

union nut, testing etc. complete.

Ground Floor -

4.00 25mm - 404.00 No 1616.00 Rupees Four Hundred Four Only Bd-V.9, P.

No.555

,511/132

First Floor -

4.00 25mm - 408.00 No 1632.00 Rupees Four Hundred Eight Only Bd-V.9, P.

No.555

,511/132

2.00 50mm - 722.00 No 1444.00 Rupees Seven Hundred TwentyTwo

Only

Bd-V.9, P.

No.555

,514/132




complete.

1.00 Ground Floor - 310.00 No 310.00 Rupees Three Hundred Ten Only Bd-V.12, P.

No.556

,517/133

1.00 First Floor - 313.00 No 313.00 Rupees Three Hundred Thirteen Only Bd-V.12, P.

No.556

Add 1% for lift

charge

Page 19 of 28





equivalent including necessary sockets / union

nut etc. complete.

1.00 Ground Floor - 3756.00 No 3756.00 Rupees Three Thousand Seven

Hundred FiftySix Only


Engineer in

charge

1.00 First Floor - 3794.00 No 3794.00 Rupees Three Thousand Seven

Hundred NinetyFour Only

Add 1% for lift

charge

As Directed by

Engineer in

charge





5.00 Ground Floor - 1168.00 No 5840.00 Rupees One Thousand One Hundred

SixtyEight Only


Engineer in

charge

3.00 First Floor - 1180.00 No 3540.00 Rupees One Thousand One Hundred

Eighty Only

Add 1% for lift

charge

As Directed by

Engineer in

charge








5.00 Ground Floor - 1606.00 No 8030.00 Rupees One Thousand Six Hundred Six

Only


Engineer in

charge

3.00 First Floor - 1622.00 No 4866.00 Rupees One Thousand Six Hundred

TwentyTwo Only

Add 1% for lift

charge

As Directed by

Engineer in

charge

Page 20 of 28





5.00 Ground Floor - 929.00 No 4645.00 Rupees Nine Hundred TwentyNine Only Bd-V.8, P.

No.554

,614/148

3.00 First Floor - 938.00 No 2814.00 Rupees Nine Hundred ThirtyEight Only Bd-V.8, P.

No.554

Add 1% for lift

charge







4.00 Ground Floor - 3130.00 No 12520.00 Rupees Three Thousand One Hundred

Thirty Only


Engineer in

charge

3.00 First Floor - 3161.00 No 9483.00 Rupees Three Thousand One Hundred

SixtyOne Only

Add 1% for lift

charge

As Directed by

Engineer in

charge

58 Providing and fixing White glazed earthenware

wash Hand Basin of 55cm x 40 cm size

including cold water piller tap / cold and hot

water piller tap bracket, rubber plugs and

brass chain, stop tap and necessary pipe



wall.

5.00 Ground Floor - 2558.00 No 12790.00 Rupees Two Thousand Five Hundred

FiftyEight Only

Bd-V.30, P.

No.565

,527/134

3.00 First Floor - 2584.00 No 7752.00 Rupees Two Thousand Five Hundred

EightyFour Only

Bd-V.30, P.

No.565

Add 1% for lift

charge

Page 21 of 28

59 Providing and fixing 1st class "Orissa type"

colour glazed earthenware "Orissa type" W.C.

Pan 600 x 400 mm size including `P' or `S' trap

UPVC soil and vent pipe upto the outside face

of the wall, 1:5:10 cement concrete bedding,

10 litre fibre high level flushing cistern, 32mm

dia. UPVC flush pipe with fitting and clamps,

20mm dia . UPVC over flow pipe with mosquito

proof coupling UPVC chain & pully painting to

cister and exposed pipe, cutting and making

good walls and floor, testing etc. complet.

(Prior approval of sample and brand by Ex.

Engineer is necessary before use.)

1.00 Ground Floor - 4890.00 No 4890.00 Rupees Four Thousand Eight Hundred

Ninety Only

Bd-V.30, P.

No.565

,566/140



10.00 Ground Floor - 650.00 No 6500.00 Rupees Six Hundred Fifty Only ,533/135 As Directed by

Engineer in

charge

5.00 First Floor - 656.00 No 3280.00 Rupees Six Hundred FiftySix Only Add 1% for lift

charge

As Directed by

Engineer in

charge





114.10 Ground Floor - 357.00 Rmt 40733.70 Rupees Three Hundred FiftySeven Only ,559/139 As Directed by

Engineer in

charge

Page 22 of 28

62 Providing and fixing _____ mm diameter UPVC

soil / vent / waste SWR pipe of required










brand by Ex. Engineer is necessary before use)

As Directed by Engineer in charge-

30.00 75 mm dia 310.00 Rmt 9300.00 Rupees Three Hundred Ten Only ,558/139 As Directed by

Engineer in

charge

60.00 110 mm dia 357.00 Rmt 21420.00 Rupees Three Hundred FiftySeven Only ,559/139 As Directed by

Engineer in

charge






and with frame fixed in cement conctete. with

RCC Cover

4.00 60cm x 45 cm x 90 cm 3893.00 No 15572.00 Rupees Three Thousand Eight Hundred

NinetyThree Only

Bd-V.43, P.

No.574

,545/137

4.00 90 cm x 45 cm x 90 cm 3957.00 No 15828.00 Rupees Three Thousand Nine Hundred

FiftySeven Only

Bd-V.43, P.

No.574

,546/137




laying)

6760.00 No 13520.00 Rupees Six Thousand Seven Hundred

Sixty Only

Bd-V.45, P.

No.575

,549/138

Page 23 of 28






guarantee on court fee stamp paper including

all leads, lifts etc complete.v

568.91 Second Floor - 683.00 Sqm 388566.59 Rupees Six Hundred EightyThree Only RA As Directed by

Engineer in

charge


Bath and WC 25 mm thick in C.M.1:3 including

using 1 kg of water proof compound per bag

of cement including levelling, curing etc.

complete.

13.66 First Floor - 301.00 Sqm 4112.53 Rupees Three Hundred One Only RA As Directed by

Engineer in

charge


ladder of 40mm x 6 mm mild steel flat stringers

and steps of 18 mm dia mild steel bar for water

tank including fixing it in 1:2:4 / M-15 cement

concrete block 60cm x 30cm x 30cm &

painting the ladder with 3 coats of oil painting

etc. complete.

7.00 Second Floor - 545.00 Rmt 3815.00 Rupees Five Hundred FourtyFive Only Bd-V.19, P.

No.559

,520/133

69 6000.00 Providing, & Fixing H.D.P. Container syntex or







Engineer in

charge

Page 24 of 28







complete.

750.00 Sqm 187800.00 Rupees Seven Hundred Fifty Only 262/76 As Directed by

Engineer in

charge




clorophyriphoas / lendene at the rate of 5 liters

of emulsion concentrates of 0.5 persent of

Aldrin per Sq.m. of surface area covering 10

years guarantee.


Engineer in

charge









Engineer in

charge









80.00 Rmt 8000.00 Rupees Eighty Only ,743/172 As Directed by

Engineer in

charge






Page 25 of 28

a 10.00 150 mm 505.00 Rmt 5050.00 Rupees Five Hundred Five Only Bd-V.41, P.

No.573

,540/136

b 10.00 225 mm 560.00 Rmt 5600.00 Rupees Five Hundred Sixty Only Bd-V.41, P.

No.573

,541/136

c 10.00 300 mm 816.00 Rmt 8160.00 Rupees Eight Hundred Sixteen Only Bd-V.41, P.

No.573

,542/136

75 Providing and fixing for 25mm dia water meter

with non return value including stainer,



Without chambe)

1.00 25 mm dia water meter 4350.00 No 4350.00 Rupees Four Thousand Three Hundred

Fifty Only

Bd-V.7, P.

No.554

,501/131



brick bat

685.00 No 1370.00 Rupees Six Hundred EightyFive Only Bd-V.46, P.

No.576

,550/138




3.00 Ground Floor - 170.00 No 510.00 Rupees One Hundred Seventy Only ,562/140 As Directed by

Engineer in

charge

3.00 First Floor - 172.00 No 516.00 Rupees One Hundred SeventyTwo Only Add 1% for lift

charge

As Directed by

Engineer in

charge

Page 26 of 28



channels of 18x*x3mm minium size, crossing of

M.S. flats of size 18x 5mm T or E section for


flat for top runner of minium size 40x 12mm with

roller wheels confirming to gate F.G. 150 fitted

with snap headed rivets of minium size 6mm

max spacing of vertical channels be 100mm

enclosed gate position and clear space of

150mm between two sets of crossings with hold

fasts, stoppers, spaces, handles locking

arrangement and one coat fo red primer & oil

painting etc. complete

2451.00 Sqm 63971.10 Rupees Two Thousand Four Hundred

FiftyOne Only

Bd-T.57, P.

No.511

,411/110




5.00 Ground Floor - 407.00 No 2035.00 Rupees Four Hundred Seven Only ,551/138 As Directed by

Engineer in

charge

3.00 First Floor - 411.00 No 1233.00 Rupees Four Hundred Eleven Only Add 1% for lift

charge

As Directed by

Engineer in

charge




glazed stoneware pipe, brick masonry

chamber with R.C.C. lid and symet grating for

the gully trap testing etc. complete.

2.00 Ground Floor - 672.00 No 1344.00 Rupees Six Hundred SeventyTwo Only ,535/136 As Directed by

Engineer in

charge

Page 27 of 28

81 Providing uncoursed rubble masonry of trap /






39.32 Ground Floor - 2948.00 Cum 115923.61 Rupees Two Thousand Nine Hundred

FourtyEight Only

RA As Directed by

Engineer in

charge

17672864.06

Say 17672864.00

Total Estimated cost of Buildings =

Page 28 of 28

Abst Library

Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

1

Excavation for foundation in earth, soil of all










No.259,1/9

2

Excavation for foundation in hard murum









259,5/10

Quantity

estimate

d but

may be

Subwork No-7

Name of Work :Construction of Library Building in the campus of Agriculture College at Muktainagar Dist. Jalgaon For Mahatma Phule

Krushi Vidyapeeth, Rahuri

Schedule B

ITEM DESCRIPTION

Referance to Std. Sp. Book Vol. I, IS 1979 Edition

& Vol. II 1981 Edition

UNIT or Per

CIVIL WORK -

BDA - EXCAVATION

Rate in Words

Total AMOUNT

according to

estimated

Quantities

Sr.

No.

Estimate

Rate

Rupees in

figure

Page 1 of 25

Abst Library

3

Excavation for foundation in soft rock or old









259,13/12


259,12/12

4 271.42

Filling in plinth and floors with approved



complete.


262RA

5 412.80

Filling in plinth and floors with contractor's



complete.


263RA

6 196.32

Providing dry trap / granite / quartzite / gneiss



complete.


263RA

7 187.33

Providing and laying in situ cement concrete







be allowed)


No.287RA



Page 2 of 25

Abst Library

8 152.87




raft, Strip foundations, grillage and and







4988.00 Cum 762505.58Rupees Four Thousand Nine Hundred EightyEight

Only

Bd-F.3, P.

No.298 & B.7,

P.No. 38

RA

9

Providing and casting in situ cement concrete








46.43 Ground Floor - 7178.00 Cum 333306.27Rupees Seven Thousand One Hundred

SeventyEight Only

Bd-F.5, P.

No.300 & B.7,

P.No. 38

RA

9.07 Fisrt Floor - 7250.00 Cum 65732.85 Rupees Seven Thousand Two Hundred Fifty Only

Bd-F.5, P.

No.300 & B.7,

P.No. 38

Add 1% for lift

charges

10









complete.

109.63 Ground Floor - 7253.00 Cum 795127.81Rupees Seven Thousand Two Hundred FiftyThree

Only

Bd-F.6, P.

No.300 & B.7,

P.No. 38

RA

2.27 First Floor - 7326.00 Cum 16620.64Rupees Seven Thousand Three Hundred

TwentySix Only

Bd-F.6, P.

No.300 & B.7,

P.No. 38

Add 1% for lift

charges

Page 3 of 25

Abst Library

11










103.72 Ground Floor - 7518.00 Cum 779737.80Rupees Seven Thousand Five Hundred Eighteen

Only

Bd-F.8, P.

No.302 & B.7,

P.No. 38

RA

3.59 First Floor - 7593.00 Cum 27266.46Rupees Seven Thousand Five Hundred

NinetyThree Only

Bd-F.8, P.

No.302 & B.7,

P.No. 38

Add 1% for lift

charges

12









5.54 Ground Floor - 7593.00 Cum 42068.26Rupees Seven Thousand Five Hundred

NinetyThree Only

Bd-F.9, P.

No.303 & B.7,

P.No. 38

RA

0.10 First Floor - 7669.00 Cum 773.04Rupees Seven Thousand Six Hundred SixtyNine

Only

Bd-F.9, P.

No.303 & B.7,

P.No. 38

Add 1% for lift

charges

13








Page 4 of 25

Abst Library

0.28 Ground Floor - 9116.00 Cum 2543.36Rupees Nine Thousand One Hundred Sixteen

Only

Bd-F.11, P.

No.304 & B.7,

P.No. 38

RA

0.37 First Floor - 9207.00 Cum 3418.10 Rupees Nine Thousand Two Hundred Seven Only

Bd-F.11, P.

No.304 & B.7,

P.No. 38

Add 1% for lift

charges

14

Pro.& casting in situ cement concrete of M-20









5.04 First Floor - 5016.00 Cum 25288.16 Rupees Five Thousand Sixteen Only

Bd-F.12, P.

No.304 & B.7,

P.No. 38

RA

15

Providing and fixing in position TMT-FE-500









37.78 Ground Floor - 53834.00 MT 2033848.52Rupees FiftyThree Thousand Eight Hundred

ThirtyFour Only

Bd-F.17, P.

No.306,130/43

3.58 First Floor - 54372.00 MT 194651.76Rupees FiftyFour Thousand Three Hundred

SeventyTwo Only

Bd-F.17, P.

No.306

Add 1% for lift

charges

BDG - Brick work

Page 5 of 25

Abst Library

16 21.06

Providing Second Class Burnt Bricks masonry







6170.00 Cum 129956.19 Rupees Six Thousand One Hundred Seventy Only Bd-G.1, P.

No.313RA

17






111.32 Ground Floor - 6370.00 Cum 709106.64Rupees Six Thousand Three Hundred Seventy

Only

Bd-G.5, P.

No.315RA

132.63 First Floor - 6434.00 Cum 853341.42Rupees Six Thousand Four Hundred ThirtyFour

Only

Bd-G.5, P.

No.315

18

Providing Second class Burnt Brick masonary








52.08 Ground Floor - 916.00 sqm 47706.20 Rupees Nine Hundred Sixteen Only Bd-G.7, P.

No.316RA

19

Providing internal cement plaster 12mm thick




complete.


No.367RA


No.367

20

Providing neeru finish to plastered surfaces in a


complete.


Page 6 of 25

Abst Library


No.370RA

23.94 First Floor - 27.27 Sqm 652.84 Rupees TwentySeven Paise TwentySeven Only Bd-L.10, P.

No.370

Add 1% for lift

charges

21


in two coat in cement mortar 1:4 without





complete.


No.368RA


No.368

Add 1% for lift

charges

22



complete.


No.370RA

58.44 First Floor - 27.27 Sqm 1593.66 Rupees TwentySeven Paise TwentySeven Only Bd-L.10, P.

No.370

Add 1% for lift

charges

23

Providing sand faced plaster externally in










complete.

833.70 Ground Floor - 324.00 Sqm 270118.48 Rupees Three Hundred TwentyFour Only Bd-L.7, P.

No.369RA

461.04 First Floor - 327.00 Sqm 150758.77 Rupees Three Hundred TwentySeven Only Bd-L.7, P.

No.369

Add 1% for lift

charges

Page 7 of 25

Abst Library

24

Providing and fixing about 30cm width






complete

95.80 Ground Floor - 89.00 Sqm 8526.20 Rupees EightyNine Only ,208/64

As Directed by

Engineer in

charge

82.20 First Floor - 89.89 Sqm 7388.96 Rupees EightyNine Paise EightyNine Only Add 1% for lift

charges

As Directed by

Engineer in

charge

25

Providing and applying priming coat






2022.30 Ground Floor - 17.00 Sqm 34379.05 Rupees Seventeen Only ,315/87

As Directed by

Engineer in

charge

82.38 First Floor - 17.17 Sqm 1414.46 Rupees Seventeen Paise Seventeen Only Add 1% for lift

charges

As Directed by

Engineer in

charge

26

Providing and applying pearl/luster paint of





2022.30 Ground Floor - 198.00 Sqm 400414.81 Rupees One Hundred NinetyEight Only ,317/87

As Directed by

Engineer in

charge

82.38 First Floor - 200.00 Sqm 16476.00 Rupees Two Hundred Only Add 1% for lift

charges

Page 8 of 25

Abst Library

27

Providing and applying two coats of Appex



prepairing the plaster surface applying astered

surfaces applying primer coat, scaffolding if

necessary, and watering the surface for two

days complete.

1294.74 Ground Floor - 210.00 Sqm 271894.35 Rupees Two Hundred Ten Only ,317/87

As Directed by

Engineer in

charge

28

labour charges for providing groove in extrnal



176.24 Ground Floor - 21.00 Rmt 3701.04 Rupees TwentyOne Only ,204/63

As Directed by

Engineer in

charge

24.00 First Floor - 21.21 Rmt 509.04 Rupees TwentyOne Paise TwentyOne Only Add 1% for lift

charges

As Directed by

Engineer in

charge

29

Providing patti on plastered surface 12 mm to



etc. complete.

Ground Floor - 0.00

25.00 75 mm wide 21.00 Rmt 525.00 Rupees TwentyOne Only ,205/63

As Directed by

Engineer in

charge

25.00 100 mm wide 27.00 Rmt 675.00 Rupees TwentySeven Only ,206/63

As Directed by

Engineer in

charge

25.00 150 mm wide 40.00 Rmt 1000.00 Rupees Fourty Only ,207/63

As Directed by

Engineer in

charge

First Floor -

25.00 75 mm wide 21.21 Rmt 530.25 Rupees TwentyOne Paise TwentyOne Only ,205/63 add 1%

for FF

As Directed by

Engineer in

charge

25.00 100 mm wide 27.27 Rmt 681.75 Rupees TwentySeven Paise TwentySeven Only ,206/63

As Directed by

Engineer in

charge

Page 9 of 25

Abst Library

25.00 150 mm wide 40.40 Rmt 1010.00 Rupees Fourty Paise Fourty Only ,207/63

As Directed by

Engineer in

charge

30

Providing and laying Vitrified Mirror / glossy




thickness and confirming to IS 15, 622 - 2, 006 (

Group Bla) of approved make, shade and



cement float, filling joints, curing and cleaning

etc. complete. Rustic Matt Finish


No.385RA

31

Providing and laying polished Kotah stone







No.385RA


No.385

Add 1% for lift

charges

32

Providing mirror finishing to stone flooring as






No.385,239/71


No.385

Add 1% for lift

charges

Page 10 of 25

Abst Library

33

Providing and laying ceramic tiles of Kajaria/




quality on plasterof 1:2 cement mortar

including joint filling with white /colour


5.32 Ground Floor - 872.00 Sqm 4640.78 Rupees Eight Hundred SeventyTwo Only Bd-M.12, P.

No.385RA

34












No.385RA

35

Providing and laying Ceramic tiles of Kajaria /









No.386RA

Page 11 of 25

Abst Library

36

Providing and Antiskid tiles of approved



IS 15,622-2,006 ( Group-BIIA) for antiskid


1:4 cement motar including cement float,

filling joint with cement slurry cleaning curing

complete.


37

Providing and fixing machine cut machine




risers of steps and staircases of approved

colour and shade with rounded moulding and

three grooved line for the treads on bed of 1:4





42.68 Ground Floor - 3260.00 Sqm 139130.28 Rupees Three Thousand Two Hundred Sixty Only Bd-M.22, P.

No.390RA

38

Providing and laying telephone black / Amba






wherever necessary,


89.15 Ground Floor - 3260.00 Sqm 290612.70 Rupees Three Thousand Two Hundred Sixty Only Bd-M.12 RA

Page 12 of 25

Abst Library

39

Supplying and fixing in position anodized












thick (0.558 kg/Rmt.) and handle section of


selected quality 5.5mm thick clear glass to be

fixed in shutter with neoprene gasket with

approved quality PVC rollers necessary locks

handles PVC lining and wooden encasement



91.35 Ground Floor - 4435.00 Sqm 405137.25Rupees Four Thousand Four Hundred ThirtyFive

Only ,424/113

As Directed by

Engineer in

charge

40

Providing and fixing in position aluminium









2.16 Ground Floor - 2840.00 Sqm 6134.40 Rupees Two Thousand Eight Hundred Fourty Only ,444/119

As Directed by

Engineer in

charge

Page 13 of 25

Abst Library

41

Providing and fixing mild steel grill work for





91.35 Ground Floor - 1584.00 Sqm 144698.40Rupees One Thousand Five Hundred EightyFour

Only

Bd-U.1, P.

No.537,470/125

42

Providing and fixing 900mm high S.S.304

Grade Stainless steel railing with 40 mm

diameter and 1.5 mm thick at top,40mm

diameter and 1.5mm thick vertical supports

spaced at 3.3m center to center and two

pipes of 12mm diameter fixed horizontally

including fabricating ,fixtures, errecting ,

necessary welding , griding , finishing, buffing

to stainless steel pipe etc. complete.

12.40 Ground Floor - 3958.00 Rmt 49079.20Rupees Three Thousand Nine Hundred FiftyEight

Only ,759/175

As Directed by

Engineer in

charge

43

Providing and fixing single leaf pannelled door











including 3 coats of oil painting etc.

complete.

26.64 Ground Floor - 5715.00 Sqm 152247.60Rupees Five Thousand Seven Hundred Fifteen

Only

Bd-T.34, P.

No.499,397/106

2.16 First Floor - 5772.00 Sqm 12467.52Rupees Five Thousand Seven Hundred

SeventyTwo Only

Bd-T.34, P.

No.499

Add 1% for lift

charges

Page 14 of 25

Abst Library

44

Providing and fixing country teak wood


partly glazed door without ventilator/ fanlight,

as per detailed drawings, including iron

oxidised fixtures and fastening and finishing

the wood work with one coat of primer

(excluding door frame) complete.

5.76 Ground Floor - 2740.00 Sqm 15782.40Rupees Two Thousand Seven Hundred Fourty

Only

Bd-T.34, P.

No.499,458/122

45

Providing and fixing M-40 grade thick vibrated








engineer-in-charge.

40.00 Ground floor - 563.00 Rmt 22520.00 Rupees Five Hundred SixtyThree Only ,437/117

As Directed by

Engineer in

charge

46

Providing and fixing Frame with/without





etc. complete.

0.45 Ground floor - 48850.00 Cu.m. 21927.54Rupees FourtyEight Thousand Eight Hundred Fifty

Only ,391/105

As Directed by

Engineer in

charge

Page 15 of 25

Abst Library

47

Providing and fixing 29 mm thick factory

made PVC rigid foam panelled door shutters





moulded PVC “C” channel of 5 mm thick

sheet and 30 mm x 50 mm wide to form styles

and 5 mm thick and 75 mm wide PVC sheet

for top rail, lock rail and bottom rail on either

side and 5 mm thick, 20 mm wide cross PVC

sheet as gap insert for top rail and bottom rail

panelling of 5 mm thick PVC sheet fitted in the

M.S. frame welded/sealed to the styles and

rails with 5 mm x 30 mm PVC sheet beading

on either side and joined together with solvent








bath shutters) (The



7.88 Ground Floor - 3566.00 Sqm 28082.25Rupees Three Thousand Five Hundred SixtySix

Only ,427/115

As Directed by

Engineer in

charge

48

Providing & laying in trenches ______ medium






Ground Floor -


No.551

,491-496/129-

130

Page 16 of 25

Abst Library


No.551

,491-496/129-

130


No.551

,491-496/129-

130

15.00 32 mm GI Pipe - 321.00 Rmt 4815.00 Rupees Three Hundred TwentyOne Only Bd-V.5, P.

No.551

,491-496/129-

130

6.00 40 mm GI Pipe - 378.00 Rmt 2268.00 Rupees Three Hundred SeventyEight Only Bd-V.5, P.

No.551

,491-496/129-

130

5.00 50 mm GI Pipe - 471.00 Rmt 2355.00 Rupees Four Hundred SeventyOne Only Bd-V.5, P.

No.551

,491-496/129-

130

49

Providing & fixing on walls / Ceiling / floors






Ground Floor -


No.551

I.No.-5, P.No-

100


No.551

I.No.-5, P.No-

100


No.551

I.No.-5, P.No-

100


No.551

I.No.-5, P.No-

100

6.00 40 mm GI Pipe - 393.00 Rmt 2358.00 Rupees Three Hundred NinetyThree Only Bd-V.5, P.

No.551

I.No.-5, P.No-

100


No.551

I.No.-5, P.No-

100

First Floor -

20.00 15 mm GI Pipe - 195.98 Rmt 3919.50Rupees One Hundred NinetyFive Paise

NinetyEight Only

Bd-V.5, P.

No.551

,483-488/128-

129

10.00 20 mm GI Pipe - 211.05 Rmt 2110.50 Rupees Two Hundred Eleven Paise Five Only Bd-V.5, P.

No.551

,483-488/128-

129

20.00 25 mm GI Pipe - 267.33 Rmt 5346.60Rupees Two Hundred SixtySeven Paise ThirtyThree

Only

Bd-V.5, P.

No.551

,483-488/128-

129

15.00 32 mm GI Pipe - 366.83 Rmt 5502.38Rupees Three Hundred SixtySix Paise EightyThree

Only

Bd-V.5, P.

No.551

,483-488/128-

129

6.00 40 mm GI Pipe - 394.97 Rmt 2369.79Rupees Three Hundred NinetyFour Paise

NinetySeven Only

Bd-V.5, P.

No.551

,483-488/128-

129

Page 17 of 25

Abst Library

5.00 50 mm GI Pipe - 478.38 Rmt 2391.90Rupees Four Hundred SeventyEight Paise

ThirtyEight Only

Bd-V.5, P.

No.551

,483-488/128-

129

50

Providing and fixing ____ screw down wheeled



Ground Floor -


No.555,511/132

First Floor -

2.00 50mm - 722.00 No 1444.00 Rupees Seven Hundred TwentyTwo Only Bd-V.9, P.

No.555,514/132

51

Providing and fixing C.P. Pillar cock long neck




4.00 Ground Floor - 1168.00 No 4672.00Rupees One Thousand One Hundred SixtyEight

Only ,613/148

As Directed by

Engineer in

charge

52

Providing ad fixing coloured glazed

earthenware full stall type Urinal without

flushing cistern with inlet pipes, UPVC flush

pipe, stop tap 32 mm dia. with fittings, UPVC

soil pipe, UPVC trap and soil pipe connection

upto the outside face of the wall, making

good to damaged surface, testing etc.



Spec. No. : Bd.V.23 Page No. 562

3.00 Ground Floor - 4245.00 Nos 12735.00Rupees Four Thousand Two Hundred FourtyFive

Only

Bd-V.23, P.

No.562

,522/133

53

Providing and fixing machine cut mirror



Ocean Brown granite stone partition with

rounding the edges etc. complete. Both Side

Polish

2.70 Ground Floor - 3260.00 Sq.Mt. 8802.00 Rupees Three Thousand Two Hundred Sixty Only Bd-M.35 RA

Page 18 of 25

Abst Library

54

Providing and fixing screw down 15 mm dia.







1.00 Ground Floor - 1606.00 No 1606.00 Rupees One Thousand Six Hundred Six Only ,615/148

As Directed by

Engineer in

charge

55

Providing and fixing Bib Cock with wall flange




5.00 Ground Floor - 929.00 No 4645.00 Rupees Nine Hundred TwentyNine Only Bd-V.8, P.

No.554,614/148

56

Providing and fixing European type white






4.00 Ground Floor - 3130.00 No 12520.00 Rupees Three Thousand One Hundred Thirty Only ,638/152

As Directed by

Engineer in

charge

57

Providing and fixing White glazed







wall.

4.00 Ground Floor - 2558.00 No 10232.00Rupees Two Thousand Five Hundred FiftyEight

Only

Bd-V.30, P.

No.565,527/134

58Providing and fixing 10cm P.V.C. Nahani Trap


8.00 Ground Floor - 650.00 No 5200.00 Rupees Six Hundred Fifty Only ,533/135

As Directed by

Engineer in

charge

Page 19 of 25

Abst Library

59

Providing and fixing 110mm dia PVC Rain




72.00 Ground Floor - 357.00 Rmt 25704.00 Rupees Three Hundred FiftySeven Only ,559/139

As Directed by

Engineer in

charge

60

Providing and fixing _____ mm diameter UPVC













15.00 75 mm dia 310.00 Rmt 4650.00 Rupees Three Hundred Ten Only ,558/139

As Directed by

Engineer in

charge

15.00 110 mm dia 357.00 Rmt 5355.00 Rupees Three Hundred FiftySeven Only ,559/139

As Directed by

Engineer in

charge

61

Providing and constructing Brick Masonry






RCC Cover

3.00 60cm x 45 cm x 90 cm 3893.00 No 11679.00Rupees Three Thousand Eight Hundred

NinetyThree Only

Bd-V.43, P.

No.574,545/137

3.00 90 cm x 45 cm x 90 cm 3957.00 No 11871.00Rupees Three Thousand Nine Hundred FiftySeven

Only

Bd-V.43, P.

No.574,546/137

Page 20 of 25

Abst Library

62 1.00

Providing and fixing hume pipe septic tank



and laying)

6760.00 No 6760.00 Rupees Six Thousand Seven Hundred Sixty Only Bd-V.45, P.

No.575,549/138

64

Providing & laying water proof treatment to







766.31 Second Floor - 683.00 Sqm 523389.46 Rupees Six Hundred EightyThree Only RA

As Directed by

Engineer in

charge

65

Providing and fixing 45 cm wide mild steel


and steps of 18 mm dia mild steel bar for

water tank including fixing it in 1:2:4 / M-15

cement concrete block 60cm x 30cm x 30cm

& painting the ladder with 3 coats of oil



No.559,520/133

66 3000.00

Providing, & Fixing H.D.P. Container syntex or






8.00 Lit 24000.00 Rupees Eight Only ,585/144

As Directed by

Engineer in

charge

67 220.00

Providing and fixing heavy duty inter locking






complete.

750.00 Sqm 165000.00 Rupees Seven Hundred Fifty Only ,262/76

As Directed by

Engineer in

charge

Page 21 of 25

Abst Library

68 1443.81

Providing Pre-constructional Anti termite






years guarantee.

95.00 Sqm 137161.95 Rupees NinetyFive Only ,741/172

As Directed by

Engineer in

charge

69 721.24








80.00 Sqm 57699.20 Rupees Eighty Only ,743/172

As Directed by

Engineer in

charge

70 125.00









12.00 Rmt 1500.00 Rupees Twelve Only ,742/172

As Directed by

Engineer in

charge

71

Providing and laying concrete pipe of IS NP






No.573,540/136


No.573,541/136


No.573,542/136

Page 22 of 25

Abst Library

72

Providing and fixing for 25mm dia water meter




Without chambe)

1.00 25 mm dia water meter 4350.00 No 4350.00 Rupees Four Thousand Three Hundred Fifty Only Bd-V.7, P.

No.554,501/131

73 1.00

Providing Soak pit of Size 120cm x 120cm x


brick bat


No.576,550/138

74 9.00

Providing and fixing collapsible steel gate in





flat for top runner of minium size 40x 12mm

with roller wheels confirming to gate F.G. 150

fitted with snap headed rivets of minium size

6mm max spacing of vertical channels be

100mm enclosed gate position and clear

space of 150mm between two sets of crossings

with hold fasts, stoppers, spaces, handles

locking arrangement and one coat fo red

primer & oil painting etc. complete

2451.00 Sqm 22059.00Rupees Two Thousand Four Hundred FiftyOne

Only

Bd-T.57, P.

No.511,411/110

75

Providing and fixing 450mm x 550mm size



2.00 Ground Floor - 407.00 No 814.00 Rupees Four Hundred Seven Only ,551/138

As Directed by

Engineer in

charge

76

Providing and fixing 15cm x 10cm salt glazed






Page 23 of 25

Abst Library

2.00 Ground Floor - 672.00 No 1344.00 Rupees Six Hundred SeventyTwo Only ,535/136

As Directed by

Engineer in

charge

Page 24 of 25

Abst Library

78

Providing uncoursed rubble masonry of trap /






4.94 Ground Floor - 2948.00 Cum 14550.15Rupees Two Thousand Nine Hundred FourtyEight

Only RA

As Directed by

Engineer in

charge

79 15.00

Providing and laying in position flooring of

telephone black/ Amba White/ Cat bary

brown/ RBI red/ Ocean Brown granite stone of

approved shade and size 18 mm to 20 mm ick

on bed 1:6 cement mortar including cement

floats striking joints, pointing in C.M. 1:3 curing

and cleaning etc. complete.

Spec. No.: Bd.M. 3 B/ Page No. 380

3260.00 Sqm 48900.00 Rupees Three Thousand Two Hundred Sixty Only Bd-

M.35,P.No.393RA

13003170.98

Say Rs. 13003171.00


Page 25 of 25

Speci. Clause

No.

Page & Item No.

In PWD DSR

Addittional

Identity if any

1











No.259,1/9

2










259,5/10

Referance to Std. Sp. Book Vol. I, IS 1979 Edition &

Vol. II 1981 EditionSr.

No.

Quantity

estimate

d but

may be

Estimate

Rate

Rupees in

figure

Rate in Words

CIVIL WORK -

BDA - EXCAVATION

UNIT or Per

Subwork No-9

Name of Work : Construction of Gymnasiam Building in the campus of Agriculture College at Muktainagar Dist. Jalgaon For Mahatma

Phule Krushi Vidyapeeth, Rahuri

Schedule BTotal AMOUNT

according to

estimated

Quantities

ITEM DESCRIPTION

Page 1 of 25

3










259,13/12


259,12/12

5 57.50




complete.


262RA

6 91.73

Filling in plinth and floors with contractor's Soil's,



complete.


263RA

7 63.56




complete.


263RA

8 50.08








be allowed)


No.287RA



Page 2 of 25

9 32.72





footings of R.C.C. columns and steel stanchions

etc. including bailing-out water formwork,





4988.00 Cum 163227.31Rupees Four Thousand Nine Hundred

EightyEight Only

Bd-F.3, P.

No.298 & B.7,

P.No. 38

RA

10


of M20 grade of trap granite / quartzite / gneiss

metal for R.C.C. columns as per detailed







SeventyEight Only

Bd-F.5, P.

No.300 & B.7,

P.No. 38

RA

12.09 Fisrt Floor - 7250.00 Cum 87663.38Rupees Seven Thousand Two Hundred Fifty

Only

Bd-F.5, P.

No.300 & B.7,

P.No. 38

RA

11



metal for R.C.C. beams and lintels as per






27.41 Ground Floor - 7253.00 Cum 198833.09Rupees Seven Thousand Two Hundred

FiftyThree Only

Bd-F.6, P.

No.300 & B.7,

P.No. 38

RA

18.92 First Floor - 7326.00 Cum 138623.16Rupees Seven Thousand Three Hundred

TwentySix Only

Bd-F.6, P.

No.300 & B.7,

P.No. 38

RA

Page 3 of 25

12











Eighteen Only

Bd-F.8, P.

No.302 & B.7,

P.No. 38

RA


NinetyThree Only

Bd-F.8, P.

No.302 & B.7,

P.No. 38

RA

13



metal for R.C.C. chhajja as per detailed







NinetyThree Only

Bd-F.9, P.

No.303 & B.7,

P.No. 38

RA

1.55 First Floor - 7669.00 Cum 11919.93Rupees Seven Thousand Six Hundred

SixtyNine Only

Bd-F.9, P.

No.303 & B.7,

P.No. 38

RA

14



metal for R.C.C. pardi upto 75mm thick





0.17 Ground Floor - 9116.00 Cum 1558.84Rupees Nine Thousand One Hundred

Sixteen Only

Bd-F.11, P.

No.304 & B.7,

P.No. 38

RA

Page 4 of 25

0.35 First Floor - 9207.00 Cum 3231.66Rupees Nine Thousand Two Hundred Seven

Only

Bd-F.11, P.

No.304 & B.7,

P.No. 38

RA

15











Bd-F.12, P.

No.304 & B.7,

P.No. 38

RA

16










15.25 Ground Floor - 53834.00 MT 820968.50Rupees FiftyThree Thousand Eight Hundred

ThirtyFour Only

Bd-F.17, P.

No.306,130/43


SeventyTwo Only

Bd-F.17, P.

No.306

Add 1% for lift

charges

17 7.91








6170.00 Cum 48806.67Rupees Six Thousand One Hundred Seventy

Only

Bd-G.1, P.

No.313RA

BDG - Brick work

Page 5 of 25

17






32.31 Ground Floor - 6370.00 Cum 205809.92Rupees Six Thousand Three Hundred

Seventy Only

Bd-G.5, P.

No.315RA

61.39 First Floor - 6434.00 Cum 395011.31Rupees Six Thousand Four Hundred

ThirtyFour Only

Bd-G.5, P.

No.315RA

18









14.03 Ground Floor - 916.00 sqm 12846.90 Rupees Nine Hundred Sixteen Only Bd-G.7, P.

No.316RA

14.03 First Floor - 925.00 sqm 12973.13 Rupees Nine Hundred TwentyFive Only Bd-G.7, P.

No.316

Add 1% for lift

charges

19





complete.


No.367RA


No.367

Add 1% for lift

charges

20



complete.


No.370,197/62

184.18 First Floor - 27.27 Sqm 5022.62Rupees TwentySeven Paise TwentySeven

Only

Bd-L.10, P.

No.370

Add 1% for lift

charges


Page 6 of 25

21







complete.


No.368RA


No.368

Add 1% for lift

charges

22



complete.


No.370,197/62

309.58 First Floor - 27.27 Sqm 8442.25Rupees TwentySeven Paise TwentySeven

Only

Bd-L.10, P.

No.370

Add 1% for lift

charges

23


cement mortar using approved Screened sand

in all positions including base coat of 15mm

thick in C.M. 1:4 using waterproofing







complete.


No.369RA


No.369

Add 1% for lift

charges

24

Providing and fixing about 30cm width chicken

mesh of 24 gauge at the junction of 2 different

surface of different material component at the

of plastering to prevent cracking in plaster

surface as and where directed at all floors with

all leads and lifts etc. complete

Page 7 of 25

82.12 Ground Floor - 89.00 Cum 7308.68 Rupees EightyNine Only ,208/64

As Directed by

Engineer in

charge

78.20 First Floor - 89.89 Cum 7029.40 Rupees EightyNine Paise EightyNine Only Add 1% for lift

charges

As Directed by

Engineer in

charge

25








As Directed by

Engineer in

charge


charges

As Directed by

Engineer in

charge

26

Providing and applying Plastic emulsion paint


new surface in Two coats including scaffolding,

preparing the surfaces. (excluding the primer

coat) complete.


No.414331/90


No.414

Add 1% for lift

charges

27







days complete.

794.01 Ground Floor - 210.00 Cum 166741.26 Rupees Two Hundred Ten Only ,317/87

As Directed by

Engineer in

charge

28




Page 8 of 25


As Directed by

Engineer in

charge


charges

As Directed by

Engineer in

charge

29



including neat finishing, scaffolding, curing etc.

complete.

Ground Floor - 0.00


As Directed by

Engineer in

charge


As Directed by

Engineer in

charge


As Directed by

Engineer in

charge

Page 9 of 25

First Floor -

15.00 75 mm wide 21.21 Rmt 318.15 Rupees TwentyOne Paise TwentyOne Only ,205/63 add 1%

for FF

As Directed by

Engineer in

charge

15.00 100 mm wide 27.27 Rmt 409.05Rupees TwentySeven Paise TwentySeven

Only ,206/63

As Directed by

Engineer in

charge

15.00 150 mm wide 40.40 Rmt 606.00 Rupees Fourty Paise Fourty Only ,207/63

As Directed by

Engineer in

charge

31

Providing and laying polished Kotah stone







No.385RA


No.385 add 1% for FF

32

Providing mirror finishing to stone flooring as






No.385,239/71



33

Providing and fixing in required positions,

skirting or dado of Ceramic Tile and of required

width on 1:2 lime plaster / 1:4 cement plaster

including cement float, filling joints with

cements slurry, curing, rubbing, polishing and

cleaning complete.

Page 10 of 25


No.385RA

3.52 First Floor - 881.00 Sqm 3103.76 Rupees Eight Hundred EightyOne Only add 1% for FF

35










No.386RA



36

Providing and Antiskid tiles of approved quality

of company Kajaria/nitco/asian or equivalent

make of size 30 cm x 30cm and to IS 15,622-

2,006 ( Group-BIIA) for antiskid flooring in

required position laid on a bed of 1:4 cement

motar including cement float, filling joint with



11.22 First Floor - 672.00 Sqm 7539.84 Rupees Six Hundred SeventyTwo Only Bd-M.12, add 1% for FF

37

Providing and fixing machine cut machine



Ocean Brown granite stone for treads and risers

of steps and staircases of approved colour and

shade with rounded moulding and three

grooved line for the treads on bed of 1:4





10.26 Ground Floor - 3260.00 Sqm 33447.60Rupees Three Thousand Two Hundred Sixty

Only

Spec. No.: Bd.

M.22 B/ Page

No. 390

RA

6.48 First Floor - 3293.00 Sqm 21338.64Rupees Three Thousand Two Hundred

NinetyThree Only

Spec. No.: Bd.

M.22 B/ Page

No. 390

add 1% for FF

Page 11 of 25

39

Providing and laying telephone black / Amba






wherever necessary,


21.83 Ground Floor - 3260.00 Sqm 71149.50Rupees Three Thousand Two Hundred Sixty

Only Bd-M.12 RA


NinetyThree Only Bd-M.12 add 1% for FF

40

















quality PVC rollers necessary locks handles PVC

lining and wooden encasement wherever

necessary etc. complete as directed by

Engineer in charge.

22.50 Ground Floor - 4435.00 Sqm 99787.50Rupees Four Thousand Four Hundred

ThirtyFive Only I.No.-32, P.No.-81

As Directed by

Engineer in

charge

22.50 First Floor - 4479.00 Sqm 100777.50Rupees Four Thousand Four Hundred

SeventyNine Only I.No.-32, P.No.-81

As Directed by

Engineer in

charge

Page 12 of 25

41










0.72 Ground Floor - 2840.00 Sqm 2044.80Rupees Two Thousand Eight Hundred Fourty

Only ,424/113

As Directed by

Engineer in

charge

0.72 First Floor - 2868.00 Sqm 2064.96Rupees Two Thousand Eight Hundred

SixtyEight Only add 1% for FF

As Directed by

Engineer in

charge

42






23.22 Ground Floor - 1584.00 Sqm 36780.48Rupees One Thousand Five Hundred

EightyFour Only

Bd-U.1, P.

No.537,407/125

23.94 First Floor - 1600.00 Sqm 38304.00 Rupees One Thousand Six Hundred Only Bd-U.1, P.


Page 13 of 25

43

Providing and fixing 900mm high S.S.304 Grade









7.60 Ground Floor - 3958.00 Rmt 30080.80Rupees Three Thousand Nine Hundred

FiftyEight Only ,759/175

As Directed by

Engineer in

charge

15.60 First Floor - 3998.00 Rmt 62368.80Rupees Three Thousand Nine Hundred

NinetyEight Only add 1% for FF

As Directed by

Engineer in

charge

44













5.67 Ground Floor - 5715.00 Sqm 32404.05Rupees Five Thousand Seven Hundred

Fifteen Only

Bd-T.34, P.

No.499,397/106


SeventyTwo Only

Bd-T.34, P.


45

Providing and fixing country teak wood double

leaf 2nd class partly paneled and partly glazed

door without ventilator/ fanlight, as per

detailed drawings, including iron oxidised

fixtures and fastening and finishing the wood

work with one coat of primer (excluding door

frame) complete.

3.60 Ground Floor - 2740.00 Sqm 9864.00Rupees Two Thousand Seven Hundred

Fourty Only

Bd-T.34, P.

No.499I.No.-8, P.No.-74

Page 14 of 25

46









engineer-in-charge.


As Directed by

Engineer in

charge

47

Providing and fixing Frame with/without





etc. complete.

0.24 Ground floor - 48850.00 Cu.m. 11540.81Rupees FourtyEight Thousand Eight Hundred

Fifty Only ,391/105

As Directed by

Engineer in

charge

Page 15 of 25

48

Providing and fixing 29 mm thick factory made






moulded PVC “C” channel of 5 mm thick sheet

and 30 mm x 50 mm wide to form styles and 5

mm thick and 75 mm wide PVC sheet for top

rail, lock rail and bottom rail on either side and

5 mm thick, 20 mm wide cross PVC sheet as

gap insert for top rail and bottom rail panelling

of 5 mm thick PVC sheet fitted in the M.S.

frame welded/sealed to the styles and rails

with 5 mm x 30 mm PVC sheet beading on









bath shutters) (The



1.58 Ground Floor - 3580.00 Sqm 5638.50Rupees Three Thousand Five Hundred Eighty

Only ,427/115

As Directed by

Engineer in

charge

1.58 First Floor - 3616.00 Sqm 5695.20Rupees Three Thousand Six Hundred Sixteen

Only add 1% for FF

As Directed by

Engineer in

charge

49


grade having embossed as ISI mark galvanised

iron pipes of ______ with necessary fitting,

remaking good the demolished portion with

fitting trenches and with primer of anti


Ground Floor -


No.551,491-496/129-130

Page 16 of 25


No.551,491-496/129-130


No.551,491-496/129-130


No.551,491-496/129-130


No.551,491-496/129-130


No.551,491-496/129-130

50







Ground Floor -


No.551,483-488/128-129


No.551,483-488/128-129


No.551,483-488/128-129


No.551,483-488/128-129


No.551,483-488/128-129


No.551,483-488/128-129

First Floor -

10.00 15 mm GI Pipe - 197.00 Rmt 1970.00 Rupees One Hundred NinetySeven Only Bd-V.5, P.

No.551

,483-488/128-

129 add 1% for

FF


No.551,483-488/128-129

10.00 25 mm GI Pipe - 293.00 Rmt 2930.00 Rupees Two Hundred NinetyThree Only Bd-V.5, P.

No.551,483-488/128-129


No.551,483-488/128-129

6.00 40 mm GI Pipe - 397.00 Rmt 2382.00 Rupees Three Hundred NinetySeven Only Bd-V.5, P.

No.551,483-488/128-129


No.551,483-488/128-129

Page 17 of 25

51




Ground Floor -


No.555,511/132

First Floor -


No.555

Add 1% for lift

charges


No.555,514/132

52

Providing and fixing 100 mm dia chromium



complete.


No.556,517/133


No.556

Add 1% for lift

charge

53

Providing and fixing C.P. Wall mixer with





nut etc. complete.

1.00 Ground Floor - 3756.00 No 3756.00Rupees Three Thousand Seven Hundred

FiftySix Only ,612/147

As Directed by

Engineer in

charge

1.00 First Floor - 3794.00 No 3794.00Rupees Three Thousand Seven Hundred

NinetyFour Only

Add 1% for lift

chargeAs Directed by

Engineer in

charge

Page 18 of 25

54



No. Con-021) or equivalent including necessary

sockets / union nut etc. complete.

1.00 Ground Floor - 1168.00 No 1168.00Rupees One Thousand One Hundred

SixtyEight Only ,613/148

As Directed by

Engineer in

charge

1.00 First Floor - 1180.00 No 1180.00Rupees One Thousand One Hundred Eighty

Only

Add 1% for lift


Engineer in

charge

55








1.00 Ground Floor - 1606.00 No 1606.00 Rupees One Thousand Six Hundred Six Only ,615/148

As Directed by

Engineer in

charge

1.00 First Floor - 1622.00 No 1622.00Rupees One Thousand Six Hundred

TwentyTwo Only

Add 1% for lift


Engineer in

charge

56





2.00 Ground Floor - 929.00 No 1858.00 Rupees Nine Hundred TwentyNine Only ,614/148

2.00 First Floor - 938.00 No 1876.00 Rupees Nine Hundred ThirtyEight Only Add 1% for lift

charge

As Directed by

Engineer in

charge

Page 19 of 25

57



symphonic trap with symphonic low level white

glazed 10 liters cistern with black backlite seat

with all necessary pipe connection etc.

complete.

1.00 Ground Floor - 3130.00 No 3130.00Rupees Three Thousand One Hundred Thirty

Only ,638/152

As Directed by

Engineer in

charge

1.00 First Floor - 3161.00 No 3161.00Rupees Three Thousand One Hundred

SixtyOne Only

Add 1% for lift


Engineer in

charge

58

Providing and fixing White glazed earthenware



water piller tap bracket, rubber plugs and brass

chain, stop tap and necessary pipe



wall.

1.00 Ground Floor - 2558.00 No 2558.00Rupees Two Thousand Five Hundred

FiftyEight Only

Bd-V.30, P.

No.565,527/134

1.00 First Floor - 2586.00 No 2586.00Rupees Two Thousand Five Hundred

EightySix Only

Bd-V.30, P.

No.565

Add 1% for lift

charge




As Directed by

Engineer in

charge

3.00 First Floor - 657.00 No 1971.00 Rupees Six Hundred FiftySeven Only

Add 1% for lift


Engineer in

charge

Page 20 of 25

61





65.20 Ground Floor - 357.00 Rmt 23276.40 Rupees Three Hundred FiftySeven Only ,559/139

As Directed by

Engineer in

charge

62















As Directed by

Engineer in

charge


As Directed by

Engineer in

charge

63







RCC Cover


NinetyThree Only

Bd-V.43, P.

No.574,545/137

2.00 90 cm x 45 cm x 90 cm 3957.00 No 7914.00Rupees Three Thousand Nine Hundred

FiftySeven Only

Bd-V.43, P.

No.574,546/137

64 1.00




laying)

6760.00 No 6760.00Rupees Six Thousand Seven Hundred Sixty

Only

Bd-V.45, P.

No.575,549/138

Page 21 of 25

66








160.93 Second Floor - 686.00 Sqm 110397.98 Rupees Six Hundred EightySix Only RA

As Directed by

Engineer in

charge

67

Providing water proof bedding for flooring of




complete.

2.52 First Floor - 301.00 Sqm 758.52 Rupees Three Hundred One Only RA

As Directed by

Engineer in

charge

68







etc. complete.


No.559,520/133

69 2000.00


alike one piece moulded water tank made out

of heigh density polyethyler and built





As Directed by

Engineer in

charge

70 190.00


concrete rubber mould glossy paving blocks of

60mm thickness of having a strength of 400

kg/sq.cm. of approved quality and shape on a

bed of crushed sand of 25 to 30 mm thick


complete.


As Directed by

Engineer in

charge

Page 22 of 25

71 341.10


treatment as per IS 6313 ( Part-II) by treating the

bottom surface and sides for excavation




years guarantee.


As Directed by

Engineer in

charge

72 160.93









As Directed by

Engineer in

charge

73 56.00









12.00 Rmt 672.00 Rupees Twelve Only ,742/172

As Directed by

Engineer in

charge

74







No.573,540/136


No.573,541/136


No.573,542/136

75


with non return value including stainer, sockets/

union nut and including water meter box

making locking arrangement and lock. (

Without chambe)

1.00 25 mm dia water meter 4350.00 No 4350.00Rupees Four Thousand Three Hundred Fifty

Only

Bd-V.7, P.

No.554,501/131

Page 23 of 25

76 1.00



brick bat


No.576,550/138

77

Providing and fixing chromium plated towel

rod 16mm dia and 75 cm in length including all

accessories complete.

1.00 Ground Floor - 170.00 No 170.00 Rupees One Hundred Seventy Only ,562/140As Directed by

Engineer in

1.00 First Floor - 172.00 No 172.00 Rupees One Hundred SeventyTwo Only Add 1% for lift

charge

As Directed by

Engineer in

charge

78 1.89















2451.00 No 4632.39Rupees Two Thousand Four Hundred

FiftyOne Only

Bd-T.57, P.

No.511,411/110

79





As Directed by

Engineer in

charge

1.00 First Floor - 4411.00 No 4411.00Rupees Four Thousand Four Hundred Eleven

Only add 1% for FF

As Directed by

Engineer in

charge

80

Providing and fixing 15cm x 10cm salt glazed






Page 24 of 25

2.00 Ground Floor - 672.00 No 1344.00 Rupees Six Hundred SeventyTwo Only ,535/136

As Directed by

Engineer in

charge

81

Providing uncoursed rubble masonry of trap /






2.43 Ground Floor - 2948.00 Cum 7163.64Rupees Two Thousand Nine Hundred

FourtyEight Only RA

As Directed by

Engineer in

charge

5654477.03

Say 5654477.00


Page 25 of 25

Speci. Clause

No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any











No.259

,1/9










259

,5/10

CIVIL WORK -

Quantity

estimate

d but

may be

Estimate

Rate Rupees

in figure

Subwork No-11

Name of Work : Construction of Guest House Building in the campus of Agriculture College at Muktainagar Dist. Jalgaon For

Schedule BSr.

No.

Referance to Std. Sp. Book Vol. I, IS 1979

Edition & Vol. II 1981 Edition

UNIT or PerITEM DESCRIPTION Rate in words Rs.Total AMOUNT

according to

estimated

Quantities

BDA - EXCAVATION

Page 1 of 25










259

,13/12


259

,12/12




complete.


262

RA




complete.


263

RA




complete.


263

RA








be allowed)


No.287

RA


Page 2 of 25




raft, Strip foundations, grillage and and footings

of R.C.C. columns and steel stanchions etc.





complete.


EightyEight Only

Bd-F.3, P.

No.298 & B.7,

P.No. 38

RA










SeventyEight Only

Bd-F.5, P.

No.300 & B.7,

P.No. 38

RA









30.79 Ground Floor - 7253.00 Cum 223341.28 Rupees Seven Thousand Two Hundred

FiftyThree Only

Bd-F.6, P.

No.300 & B.7,

P.No. 38

RA


Page 3 of 25











Eighteen Only

Bd-F.8, P.

No.302 & B.7,

P.No. 38

RA



metal for R.C.C. chhajja as per detailed







NinetyThree Only

Bd-F.9, P.

No.303 & B.7,

P.No. 38

RA









Sixteen Only

Bd-F.11, P.

No.304 & B.7,

P.No. 38

RA

Page 4 of 25











No.304 & B.7,

P.No. 38

RA












Bd-F.17, P.

No.306

,130/43









Seventy Only

Bd-G.1, P.

No.313

RA

BDG - Brick work

Page 5 of 25







Seventy Only

Bd-G.5, P.

No.315

RA









29.43 Ground Floor - 916.00 Sqm 26957.88 Rupees Nine Hundred Sixteen Only Bd-G.7, P.

No.316

RA





complete.


No.367

RA



complete.


No.370

,197/62


Page 6 of 25







complete.


No.368

RA



complete.


No.370

,197/62











complete.


No.369

RA

24 Providing and fixing about 30cm width chicken







Engineer in

charge

Page 7 of 25








Engineer in

charge

26 Providing and applying pearl/luster paint of





525.25 Ground Floor - 198.00 Sqm 103999.48 Rupees One Hundred NinetyEight Only ,317/87 As Directed by

Engineer in

charge

27 Providing and applying two coats of Apex

White exterior paints of approved colour to the

plastered surface including cleaning,




days complete.


Engineer in

charge





Engineer in

charge

Page 8 of 25




complete.

Ground Floor - 0.00


Engineer in

charge


Engineer in

charge


Engineer in

charge







flooring in required position laid on a bed of 1:4





No.385

RA








No.385

RA

Page 9 of 25







No.385

,239/71

33 Providing and fixing in required positions,

skirting or dado of polished Cermic tile of

required width on 1:2 lime plaster / 1:4 cement

plaster including cement float, filling joints with

cements slurry, curing, rubbing, polishing and

cleaning complete.


No.385

RA






approved make, shade and pattern for Skirting






No.385

RA

Page 10 of 25










No.386

RA








complete.


37 Providing and laying polished Granite stone

slab of approved colour and 16mm to 20mm

thick for treads and risers of steps and

staircases, with rounded nosing for the treads

on a bed of 1:4 cement mortar including

cement float, filling joints with neat cement

slurry, curing, and cleaning complete. (Prior

permission of SE shall be obtained before

inclusion of this item in the estimate) Additional

item : As directed by engineer in charge.


Sixty Only

Bd-M.22, P.

No.390

RA

Page 11 of 25

38 Providing sills of polished Granite of approved

colour stone and 16mm to 20mm thick of

approved quality vein and colour with

machine polished surface on a bed of Cement

Mortar 1:4 including neat cement float filling

joints with neat cement slurry to match the

colour of the slabs curing, rounding edges and

cleaning etc. complete. (Prior permission of SE

shall be obtained before inclusion of this item

in the estimate) Additional item : As directed

by engineer in charge.


Sixty Only

Bd-M.35, P.

No.393

RA




















Engineer in charge.


ThirtyFive Only


Engineer in

charge

Page 12 of 25











Fourty Only


Engineer in

charge







EightyFour Only

Bd-U.1, P.

No.537

,407/125











FiftyEight Only


Engineer in

charge

Page 13 of 25













9.45 Ground Floor - 5715.00 Sqm 54006.75 Rupees Five Thousand Seven Hundred

Fifteen Only

Bd-T.34, P.

No.499

,397/106

44 Providing and fixing country teak wood double

leaf 2nd class partly paneled and partly glazed

door without ventilator/ fanlight, as per

detailed drawings, including iron oxidised

fixtures and fastening and finishing the wood

work with one coat of primer (excluding door

frame) complete.

2.52 Ground Floor - 3434.00 Sqm 8653.68 Rupees Three Thousand Four Hundred

ThirtyFour Only

Bd-T.34, P.

No.499

,458/122






mm dia bars 500 mm long including primer and

oil painting etc, complete) frame size 60 mm x

125 mm Spec. No.: As directed by engineer-in-

charge.

12.00 Ground floor - 563.00 Rmt 6756.00 Rupees Five Hundred SixtyThree Only ,437/117 As Directed by

Engineer in

charge

Page 14 of 25






etc. complete.

0.20 Ground floor - 48850.00 Cu.m. 9617.34 Rupees FourtyEight Thousand Eight

Hundred Fifty Only


Engineer in

charge







moulded PVC “C” channel of 5 mm thick sheet

and 30 mm x 50 mm wide to form styles and 5

mm thick and 75 mm wide PVC sheet for top

rail, lock rail and bottom rail on either side and

5 mm thick, 20 mm wide cross PVC sheet as

gap insert for top rail and bottom rail panelling

of 5 mm thick PVC sheet fitted in the M.S.

frame welded/sealed to the styles and rails

with 5 mm x 30 mm PVC sheet beading on









bath shutters) (The



Page 15 of 25

9.45 Ground Floor - 3580.00 Sqm 33831.00 Rupees Three Thousand Five Hundred

Eighty Only


Engineer in

charge







Ground Floor -


No.551

,491-496/129-

130


No.551

,491-496/129-

130


No.551

,491-496/129-

130


No.551

,491-496/129-

130


Only

Bd-V.5, P.

No.551

,491-496/129-

130


No.551

,491-496/129-

130







Ground Floor -


No.551

,478-488/128-

129

Page 16 of 25


No.551

,478-488/128-

129


No.551

,478-488/128-

129


No.551

,478-488/128-

129


Only

Bd-V.5, P.

No.551

,478-488/128-

129


No.551

,478-488/128-

129




Ground Floor -


No.555

,511/132

First Floor -


No.555

,514/132






SixtyEight Only


Engineer in

charge

Page 17 of 25

52 Providing ad fixing coloured glazed

earthenware full stall type Urinal without

flushing cistern with inlet pipes, UPVC flush

pipe, stop tap 32 mm dia. with fittings, UPVC

soil pipe, UPVC trap and soil pipe connection

upto the outside face of the wall, making

good to damaged surface, testing etc.



Spec. No. : Bd.V.23 Page No. 562

2.00 Ground Floor - 4245.00 Nos 8490.00 Rupees Four Thousand Two Hundred

FourtyFive Only

Bd-V.23, P.

No.562

,522/133

53 Providing and fixing machine cut mirror



Ocean Brown granite stone partition with

rounding the edges etc. complete. Both Side

Polish

2.70 Ground Floor - 3260.00 Sq.Mt. 8802.00 Rupees Three Thousand Two Hundred

Sixty Only

Bd-M.35 RA

Page 18 of 25




complete.


No.556

,517/133






nut etc. complete.

4.00 Ground Floor - 3756.00 No 15024.00 Rupees Three Thousand Seven Hundred

FiftySix Only


Engineer in

charge








2.00 Ground Floor - 1606.00 No 3212.00 Rupees One Thousand Six Hundred Six

Only


Engineer in

charge





4.00 Ground Floor - 929.00 No 3716.00 Rupees Nine Hundred TwentyNine Only ,617/148 As Directed by

Engineer in

charge

Page 19 of 25



symphonic trap with symphonic low level white

glazed 10 liters cistern with black backlite seat

with all necessary pipe connection etc.

complete.

4.00 Ground Floor - 3130.00 No 12520.00 Rupees Three Thousand One Hundred

Thirty Only


Engineer in

charge








wall.


FiftyEight Only

Bd-V.30, P.

No.565

,527/134




Engineer in

charge





20.00 Ground Floor - 357.00 Rmt 7140.00 Rupees Three Hundred FiftySeven Only ,559/139 As Directed by

Engineer in

charge

Page 20 of 25















Engineer in

charge

15.00 110 mm dia 357.00 Rmt 5355.00 Rupees Three Hundred FiftySeven Only 559/139 As Directed by

Engineer in

charge







RCC Cover


NinetyThree Only

Bd-V.43, P.

No.574

,545/137




laying)


Sixty Only

Bd-V.45, P.

No.575

,549/138

Page 21 of 25








186.52 Second Floor - 686.00 Sqm 127955.40 Rupees Six Hundred EightySix Only RA As Directed by

Engineer in

charge







etc. complete.


No.559

,520/133








Engineer in

charge







complete.

750.00 Sqm 108750.00 Rupees Seven Hundred Fifty Only ,262/76 As Directed by

Engineer in

charge

Page 22 of 25







years guarantee.


Engineer in

charge








80.00 Sqm 14921.60 Rupees Eighty Only ,743/172 As Directed by

Engineer in

charge









12.00 Rmt 720.00 Rupees Twelve Only ,742/172 As Directed by

Engineer in

charge







No.573

,540/136


No.573

,541/136


No.573

,542/136

Page 23 of 25





Without chambe)

1.00 25 mm dia water meter 4350.00 No 4350.00 Rupees Four Thousand Three Hundred

Fifty Only

Bd-V.7, P.

No.554

,501/131



brick bat


No.576

,550/138
















FiftyOne Only

Bd-T.57, P.

No.511

,411/110





Engineer in

charge


rod 16mm dia and 75 cm in length including all



Engineer in

charge

Page 24 of 25







2.00 Ground Floor - 672.00 No 1344.00 Rupees Six Hundred SeventyTwo Only ,535/136 As Directed by

Engineer in

charge

3813016.90

Say 3813017.00


Page 25 of 25

Rate in Words (Rs.) Speci. Clause No. Page & Item No. In

PWD DSR

Addittional

Identity if any

1 Excavation for foundation in earth, soil of

all types, sand, gravel and soft murum,

including removing the excavated

material up to a distance of 50 m. beyond

the building area & stacking and

spreading as directed, dewatering,


necessary backfilling, ramming,watering

including shoring and stutting

etc.complete.

18.89 a. Lift upto 1.5 m. 115.00 Cum 2172.70 Rupees One Hundred Fifteen

Only

Bd.A.1, P. No.259 ,1/9



material upto distance of 50 metres

beyond the building area and stacking

and spreading as directed, dewatering,


necessary backfilling, ramming, watering

including shoring and strutting

etc.complete.

Subwork No-13.

CONSTRUCTION OF ASSOCIATE DEAN BUNGLOW IN THE CAMPUS OF AGRICULTURAL COLLEGE, AT MUKTAINAGAR, DIST. JALGAON FOR

MAHATMA PHULE KRUSHI VIDYAPEETH, RAHURI.

Schedule-BSr.

No.

Quantity

estimated

but may

be more

or less

ITEM DESCRIPTION Estimate

Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


CIVIL WORK -

BDA - EXCAVATION

ContractorNo. of Corrections

1 Univercity Engineer


PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


26.46 a. Lift upto 1.5 m. 132.00 Cum 3492.72 Rupees One Hundred

ThirtyTwo Only

Bd.A.2, P. No. 259 ,5/10

3 Excavation for foundation in soft rock or

old cement or lime masonry foundations


materials upto a distance of 50 metres

beyond the building area and stacking as

directed including dewatering, preparing

the bed for the foundation and necessary,


etc.complete.

19.85 a. Lift upto 1.5 m 305.00 Cum 6052.73 Rupees Three Hundred Five

Only

Bd.A.4, P. No. 259 ,13/12


excavated materials in 15cm to 20cm

layers including watering and compaction

etc. complete.

229.00 Cum 10727.86 Rupees Two Hundred

TwentyNine Only

Bd-A 10, P. No. 262 RA


Soil's, Sand or murum in 15 cm to 20 cm

layers including watering, compaction

etc. complete.

614.00 Cum 12142.72 Rupees Six Hundred Fourteen

Only

Bd-A 11, P. No. 263 RA

6 19.19 Providing dry trap / granite / quartzite /

gneiss rubble stone soling 15 cm to 20 cm

thick including hand packing and

compacting complete.

702.00 Cum 13474.34 Rupees Seven Hundred Two

Only

Bd-A 11, P. No. 263 RA





PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


7 18.59 Providing and laying in situ cement

concrete in 1:3:6 of trap / granite /

quartzite / gneiss metal for foundation

and bedding including bailing-out water

manually formwork, compacting,

covering newly laid concrete by gunny

bag, plastic or tarpaulin, curing etc.

complete.(Wooden planks/ shuttering will

not be allowed)

4089.00 Cum 76021.43 Rupees Four Thousand

EightyNine Only

Bd-E.1, P. No.287 RA

8 8.75 Providing and laying in situ cement

concrete of M20 grade of trap / granite /

quartzite / gneiss metal for R.C.C. work in

foundations like raft, Strip foundations,

grillage and and footings of R.C.C.

columns and steel stanchions etc.

including bailing-out water formwork,





4988.00 Cum 43635.02 Rupees Four Thousand Nine

Hundred EightyEight Only

Bd-F.3, P. No.298 & B.7,

P.No. 38RA



quartzite / gneiss metal for R.C.C. columns

as per detailed designs and drawings or

as directed including centering, formwork,





6.54 Ground Floor - 7178.00 Cum 46921.37 Rupees Seven Thousand One


Bd-F.5, P. No.300 & B.7,

P.No. 38RA





PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities



Hundred Fifty Only

Bd-F.5, P. No.300 & B.7,

P.No. 38Add 1% for lift

charges

1.31 Second Floor - 7322.00 Cum 9594.09 Rupees Seven Thousand

Three Hundred TwentyTwo

Only

Bd-F.5, P. No.300 & B.7,


charges



quartzite / gneiss metal for R.C.C. beams

and lintels as per detailed designs and

drawings or as directed including



surface if special finish is to provide (

Excluding reinforcement and structural

steel ) complete.



Bd-F.6, P. No.300 & B.7,

P.No. 38RA

3.87 First Floor - 7326.00 28374.34 Rupees Seven Thousand

Three Hundred TwentySix

Only

Bd-F.6, P. No.300 & B.7,


charges

1.03 Second Floor - 7398.00 7623.31 Rupees Seven Thousand

Three Hundred NinetyEight

Only

Bd-F.6, P. No.300 & B.7,


charges


concrete of M20 gade of trap granite /

quartzite / gneiss metal for R.C.C. slabs

and landings canopy waist slab with steps









Bd-F.8, P. No.302 & B.7,

P.No. 38RA




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities




Bd-F.8, P. No.302 & B.7,


charges

1.02 Second Floor - 7668.00 7823.62 Rupees Seven Thousand Six


Bd-F.8, P. No.302 & B.7,


charges



quartzite / gneiss metal for R.C.C. chhajja









Bd-F.9, P. No.303 & B.7,

P.No. 38RA



Bd-F.9, P. No.303 & B.7,


charges

0.16 Second Floor - 7668.00 1250.50 Rupees Seven Thousand Six


Bd-F.9, P. No.303 & B.7,


charges



quartzite / gneiss metal for R.C.C. pardi

upto 75mm thick including centering,

formwork, cover block, compaction and

curing roughening the surface if special

finish is to provide ( Excluding

reinforcement and structural steel )

complete.

0.37 Ground Floor - 9116.00 Cum 3384.32 Rupees Nine Thousand One


Bd-F.11, P. No.304 &

B.7, P.No. 38RA

0.37 First Floor - 9207.00 Cum 3418.10 Rupees Nine Thousand Two

Hundred Seven Only

Bd-F.11, P. No.304 &

B.7, P.No. 38Add 1% for lift

charges




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


0.37 Second Floor - 9298.00 Cum 3451.88 Rupees Nine Thousand Two

Hundred NinetyEight Only

Bd-F.11, P. No.304 &


charges

14 Pro.& casting in situ cement concrete of M-

20 grade of trap granite / quartzite /

gneiss metal for R.C.C. coping to Plinth or

Parapet and sill of doors and windows

moulded as per detailed drawings or

chamfered as per approved by the

engineer including centering, formwork,

cover blocks, compacting and

roughening them if special finish is to be

provided and curing complete. (

Excluding reinforcement ).

0.00 Ground Floor - 5016.00 Cum 0.00 Rupees Five Thousand

Sixteen Only

Bd-F.12, P. No.304 &

B.7, P.No. 38RA

0.67 First Floor - 5066.00 Cum 3399.88 Rupees Five Thousand

SixtySix Only

Bd-F.12, P. No.304 &


charges

0.48 Second Floor - 5116.00 Cum 2470.32 Rupees Five Thousand One


Bd-F.12, P. No.304 &


charges


reinforcement of various diameters for

R.C.C. pile caps, footings, foundations,

slabs, beams columns, canopies,

staircase, newels, chajjas, lintels pardis,

copings, fins, arches etc. as per detailed

designs, derwing and schedules including

cutting, bending hooking the bars,



8.24 Ground Floor - 53834.00 MT 443756.99 Rupees FiftyThree Thousand

Eight Hundred ThirtyFour Only

Bd-F.17, P. No.306 ,130/43




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


2.72 First Floor - 54372.00 MT 148078.81 Rupees FiftyFour Thousand

Three Hundred SeventyTwo

Only

Bd-F.17, P. No.306 Add 1% for lift

charges

1.92 Second Floor - 54910.00 MT 105414.71 Rupees FiftyFour Thousand

Nine Hundred Ten Only


charges

0.26 Third Floor - 55449.00 MT 14284.43 Rupees FiftyFive Thousand

Four Hundred FourtyNine Only


charges

16 7.15 Providing Second Class Burnt Bricks

masonry with conventional / I.S. type

bricks in cement mortar 1:6 in foundations

and plinth of inner walls / in plinth of

external walls including bailing-out water

manually, striking joints on unexposed

faces, raking out joints on exposed faces


6170.00 Cum 44120.52 Rupees Six Thousand One



17 Providing Second Class Burnt Bricks

masonry with conventional IS. Type brick in

cement mortar 1:6 bricks in superstructure

including striking joints, raking out joints,

watering and scaffolding complete.

26.36 Ground Floor - 6370.00 Cum 167926.45 Rupees Six Thousand Three



11.18 First Floor - 6434.00 Cum 71945.62 Rupees Six Thousand Four


Bd-G.5, P. No.315 Add 1% for lift

charges

4.99 Second Floor - 6497.00 Cum 32404.53 Rupees Six Thousand Four

Hundred NinetySeven Only


charges

BDG - Brick work




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


18 Providing Second class Burnt Brick

masonary with conventional / I.s. type

bricks in cement mortar 1:4 in half brick

thick wall including mild steel longitudinal

reinforcement of 2 bars of 6 mm diameter

/ 2 hoop iron strips 25 mm X 1.6 mm at

every third course, properly bent and

bounded at ends scaffolding, raking out

joints and watering complete.

17.76 Ground Floor - 916.00 SQM 16267.90 Rupees Nine Hundred Sixteen

Only


5.42 First Floor - 925.00 SQM 5010.00 Rupees Nine Hundred

TwentyFive Only


charges

19 Providing & laying water proof treatment

to terrace slab with B.B.coba in all position

with an average thickness of 112 mm

consisting specilised materials as per the

manufucture specifications and covering

10 years guarantee on court fee stamp

paper including all leads, lifts etc

complete.v


EightyThree Only RA

15.98 Second Floor - 686.00 Sqm 10963.91 Rupees Six Hundred EightySix

Only Add 1% for lift

charges

8.50 Third Floor - 697.00 Sqm 5926.21 Rupees Six Hundred

NinetySeven Only Add 1% for lift

charges

20 Providing water proof bedding for flooring

of Bath and WC 25 mm thick in C.M.1:3

including using 1 kg of water proof

compound per bag of cement including

levelling, curing etc. complete.

BDJ - WATER PROOFING




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


10.59 First Floor - 301.00 Sqm 3186.86 Rupees Three Hundred One

Only RA As Directed

by Engineer

in charge

5.21 Second Floor - 304.00 Sqm 1584.83 Rupees Three Hundred Four


charges

As Directed

by Engineer

in charge




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


21 Providing internal cement plaster 12mm

thick in a single coat in cement mortar 1:4

without neeru finish to concrete surface in

all positions including scaffolding and


79.30 Ground Floor - 152.00 Cum 12054.29 Rupees One Hundred

FiftyTwo Only


30.56 First Floor - 154.00 Cum 4706.45 Rupees One Hundred

FiftyFour Only

Bd-L.1, P. No.367 Add 1% for lift

charges

17.00 Second Floor - 155.00 Cum 2635.76 Rupees One Hundred

FiftyFive Only


charges

22 Providing neeru finish to plastered surfaces

in a all position including scaffolding and

curing complete.

79.30 Ground Floor - 27.00 Cum 2141.22 Rupees TwentySeven Only Bd-L.10, P. No.370 ,197/62

30.56 First Floor - 27.27 Cum 833.41 Rupees TwentySeven Paise

TwentySeven Only


charges

17.00 Second Floor - 27.54 Cum 468.32 Rupees TwentySeven Paise

FiftyFour Only


charges

23 Providing internal cement plaster 20mm

thick in two coat in cement mortar 1:4

without neeru finish to concrete or brick

surfaces, in all positions including

scaffolding, and curing complete.

127.63 Ground Floor - 212.00 Cum 27058.32 Rupees Two Hundred Twelve

Only


43.95 First Floor - 214.00 Cum 9405.09 Rupees Two Hundred

Fourteen Only


charges

13.71 Second Floor - 216.00 Cum 2961.94 Rupees Two Hundred Sixteen

Only


charges

24 Providing neeru finish to plastered surfaces

in a all position including scaffolding and

curing complete.






PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities



TwentySeven Only


charges

13.71 Second Floor - 27.54 Cum 377.65 Rupees TwentySeven Paise

FiftyFour Only


charges




15mm thick in C.M. 1:4 using

waterproofing compound at 1kg.per

cement bag, curing the same for not less

than 2 days and keeping the surface of

the base coat rough to receive the sand

faced treatment 6 to 8mm thick in C.M.

1:4, finishing the surface by taking out

grains and curing for fourteen days,

scaffolding etc. complete.

187.76 Ground Floor - 324.00 Sqm 60832.84 Rupees Three Hundred

TwentyFour Only


121.15 First Floor - 327.00 Sqm 39614.53 Rupees Three Hundred

TwentySeven Only


charges

39.34 Second Floor - 330.00 Sqm 12983.55 Rupees Three Hundred Thirty

Only


charges


chicken mesh of 24 gauge at the junction

of 2 different surface of different material



directed at all floors with all leads and lifts

etc. complete

73.76 Ground Floor - 89.00 Cum 6564.60 Rupees EightyNine Only ,208/64 As Directed

by Engineer

in charge

9.55 First Floor - 89.89 Cum 858.79 Rupees EightyNine Paise

EightyNine Only Add 1% for lift

charges

As Directed

by Engineer

in charge




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


3.60 Second Floor - 91.00 Cum 327.71 Rupees NinetyOne Only Add 1% for lift

charges

As Directed

by Engineer

in charge

27 Providing patti on plastered surface 12

mm to 15 mm thick in c.m. 1:3 in line and

level including neat finishing, scaffolding,


Ground Floor -

20.00 75 mm wide 21.00 Rmt 420.00 Rupees TwentyOne Only ,205/63 As Directed

by Engineer

in charge

20.00 100 mm wide 27.00 Rmt 540.00 Rupees TwentySeven Only ,206/64 As Directed

by Engineer

in charge

20.00 150 mm wide 40.00 Rmt 800.00 Rupees Fourty Only ,207/65 As Directed

by Engineer

in charge

First Floor -


TwentyOne Only Add 1% for lift

charges

As Directed

by Engineer

in charge


TwentySeven Only Add 1% for lift

charges

As Directed

by Engineer

in charge

10.00 150 mm wide 40.40 Rmt 404.00 Rupees Fourty Paise Fourty


charges

As Directed

by Engineer

in charge

Second Floor -


FourtyTwo Only Add 1% for lift

charges

As Directed

by Engineer

in charge


FiftyFour Only Add 1% for lift

charges

As Directed

by Engineer

in charge

5.00 150 mm wide 40.80 Rmt 204.00 Rupees Fourty Paise Eighty


charges

As Directed

by Engineer

in charge




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


29 labour charges for providing groove in

extrnal plaster having wdith of 2.5 c.m.

and spaced at a distence of 45c.m. etc.

completein charge.

15.05 Ground Floor - 21.00 Rmt 316.08 Rupees TwentyOne Only ,204/63 As Directed

by Engineer

in charge

5.38 First Floor - 21.21 Rmt 114.04 Rupees TwentyOne Paise

TwentyOne Only Add 1% for lift

charges

As Directed

by Engineer

in charge

7.61 Second Floor - 21.42 Rmt 163.01 Rupees TwentyOne Paise

FourtyTwo Only Add 1% for lift

charges

As Directed

by Engineer

in charge

30 Providing and laying Ceramic tiles of

Kajaria / Nitco / Asian or equivalent make

having sizes 30cm x 45cm approved

quality and size 7 mm thick for dado and

skirting in requied position with ready

made adhesive mortar of approved

quality on plaster of 1:2 cement mortar

including joints filling with white/ colour



SeventyTwo Only

Bd-M.13, P. No.386 RA


EightyOne Only

Bd-M.13, P. No.386 Add 1% for lift

charges

BDM - PAVING, FLOORING & DADO




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


31 Providing and fixing machine cut polished

18mm to 20mm thick telephone black /

Amba White / Cat bary brown / RBI red /


resers of steps and staircase of approved

colour and shade with rounded moulding

and three grooved line for the treads on

bed of 1:4 cement mortar including float

silling joints with neat cement slurry curing

polishing and cleaning etc. complete.

7.98 Ground Floor - 3260.00 Sqm 26014.80 Rupees Three Thousand Two

Hundred Sixty Only

Bd-M.22, P. No.390 RA


Hundred NinetyTwo Only


charges


polished 18mm to 20mm thick telephone

black / Amba white/ cat barry brown / RBI

red / Ocean brown granite stone partition

with moulding the edges etc. complete.


Hundred Sixty Only

Bd-M.35, P. No.393 RA

33 Providing and Preparing kitchen otta

made up from 30mm thick and 75mm cm

width one side polished kadappa top

75cm heigh vertical support for kadappa

at 1m. c/c of 25mm thick both side

polished kadappa middel shelf and



kadappa including all material labour

cutting fixing with cement mortar and

araldite curing polished and cleaning etc.

complete.



Bd-M.35, P. No.393 ,248/73




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


34 Providing and laying Vitrified Mirror /

glossy finish tiles of Kajaria / Nitco / Asian /

Coral or equivalent make having size

590mm to 605mm x 590mm to 605mm of 8

to 10mm thickness and confirming to IS 15,

622 - 2, 006 ( Group Bla) of approved

make, shade and pattern for flooring in

required position laid on a bed of 1:4

cement mortar including neat cement



66.11 Ground Floor - 800.00 Sqm 52890.45 Rupees Eight Hundred Only Bd-M.12, P. No.385 RA

16.89 First Floor - 808.00 Sqm 13643.22 Rupees Eight Hundred Eight

Only


charges

2.57 Second Floor - 816.00 Sqm 2093.36 Rupees Eight Hundred

Sixteen Only


charges


finish tiles of Kajaria / Nitco / Asian / Coral

or equivalent make having size 590mm to


thickness and confirming to IS 15, 622 - 2,

006 ( Group Bla) of approved make,

shade and pattern for Skirting in required

position laid on a bed of 1:4 cement

mortar including neat cement float, filling

joints, curing and cleaning etc. complete.

Rustic Matt Finish

8.00 Ground Floor - 880.00 Sqm 7037.18 Rupees Eight Hundred Eighty

Only

Bd-M.12, P. No.385 RA


EightyNine Only


charges




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


36 15.09 Providing and fixing heavy duty inter

locking concrete rubber mould glossy

paving blocks of 80mm thickness of

having a strength of 400 kg/sq.cm. of

approved quality and shape on a bed of

crushed sand of 25 to 30 mm thick


complete.h

750.00 Sqm 11315.47 Rupees Seven Hundred Fifty

Only ,262/76 As Directed

by Engineer

in charge



equivalent make of size 30 cm x 30cm

and to IS 15,622-2,006 ( Group-BIIA) for

antiskid flooring in required position laid on

a bed of 1:4 cement motar including

cement float, filling joint with cement slurry

cleaning curing complete.

5.69 Ground Floor - 665.00 Sqm 3782.70 Rupees Six Hundred SixtyFive

Only

Bd-M.12, RA


SeventyTwo Only

Bd-M.12, Add 1% for lift

charges

38 Providing and Laying Telephone black /

Amba White / catbary Brown / RBI red /

Ocean Brown granite stone of 18 to 20mm

thick for door frame windows frame

boxing etc. on C.m. 1:6 including filing

joints with polymer base filler nosing the

sharp edges wherever necessary,

specification.


Hundred Sixty Only

Bd-M.12 RA




charges

39 Providing Half- round moulding ( Full moulding

) to 18mm to 20mm thick granite stone

including fine polishing and cleaning etc.

complete




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


38.25 Ground Floor - 132.00 Rmt 5048.74 Rupees One Hundred

ThirtyTwo Only ,272/78 As Directed

by Engineer

in charge

14.65 First Floor - 133.00 Rmt 1948.18 Rupees One Hundred

ThirtyThree Only Add 1% for lift

charges

As Directed

by Engineer

in charge




necessary, preparing the surface by

throughly cleaning oil, grease, dirt and

other foreign matter and sand papering

as required.

206.94 Ground Floor - 17.00 Sqm 3517.95 Rupees Seventeen Only ,315/87 As Directed

by Engineer

in charge

74.51 First Floor - 17.17 Sqm 1279.34 Rupees Seventeen Paise

Seventeen Only Add 1% for lift

charges

As Directed

by Engineer

in charge

30.72 Second Floor - 17.34 Sqm 532.64 Rupees Seventeen Paise

ThirtyFour Only Add 1% for lift

charges

As Directed

by Engineer

in charge

41 Providing and applying two coats of

Appex Ace White exterior paints of

approved colour to the plastered surface

including cleaning, prepairing the plaster

surface applying astered surfaces

applying primer coat, scaffolding if

necessary, and watering the surface for

two days complete.

187.76 Ground Floor - 210.00 Cum 39428.69 Rupees Two Hundred Ten

Only

,317/87 As Directed

by Engineer

in charge

121.15 First Floor - 212.00 Cum 25682.81 Rupees Two Hundred Twelve


charges

As Directed

by Engineer

in charge

BDO - OIL PAINTING




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


39.34 Second Floor - 214.00 Cum 8419.64 Rupees Two Hundred

Fourteen Only Add 1% for lift

charges

As Directed

by Engineer

in charge

42 Providing and applying Plastic emulsion

paint of approved quality colour and

shade to old & new surface in Two coats

including scaffolding, preparing the

surfaces. (excluding the primer coat)

complete.

206.94 Ground Floor - 65.00 Sqm 13450.98 Rupees SixtyFive Only Bd-P.6, P. No.414 331/90

74.51 First Floor - 65.65 Sqm 4891.60 Rupees SixtyFive Paise

SixtyFive Only

Bd-P.6, P. No.414 Add 1% for lift

charges

30.72 Second Floor - 66.00 Sqm 2027.36 Rupees SixtySix Only Bd-P.6, P. No.414 Add 1% for lift

charges









engineer-in-charge.

300.00 Ground floor - 563.00 Rmt 168900.00 Rupees Five Hundred

SixtyThree Only


by Engineer

in charge

150.00 First Floor - 568.00 Rmt 85200.00 Rupees Five Hundred

SixtyEight Only Add 1% for lift

charges

As Directed

by Engineer

in charge

75.00 Second Floor - 579.00 Rmt 43425.00 Rupees Five Hundred

SeventyNine Only Add 1% for lift

charges

As Directed

by Engineer

in charge

BDP - COLOUR WHITE WASING, DISTEMPERING

BDT - DOORS & WINDOWS




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities
















Bd-T.34, P. No.499 ,397/106



Bd-T.34, P. No.499 Add 1% for lift

charges

1.89 Second Floor - 5829.00 Sqm 11016.81 Rupees Five Thousand Eight

Hundred TwentyNine Only


charges




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities
















2451.00 Sqm 20073.69 Rupees Two Thousand Four

Hundred FiftyOne Only

Bd-T.57, P. No.511 ,411/110




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities



extruded modular aluminium section

Three Track sliding windows mounted on

rectangular frame of size 100 x 50x

2.80mm thick (2.183 kg/Rmt.) made up of

three track drain bottom section of size92

x 31 x 1.1mm thick (0.911 kg/Rmt.) and top

and sides sections of size 92 x 45 x 1.5mm

thick (1.284 kg/Rmt.). The shutter should be

of bearing bottom of size 40 x 18 x 1.2mm

thick (0.417 kg/Rmt.) top member of size

40 x 18 x 1.20mm thick (0.475 kg/Rmt.)

Interlocking section size of 43 x 27 x

1.30mm thick (0.558 kg/Rmt.) and handle

section of size 43 x 18 x 1.30mm thick

(0.424 kg/Rmt.) selected quality 5.5mm

thick clear glass to be fixed in shutter with

neoprene gasket with approved quality

PVC rollers necessary locks handles PVC



Engineer in charge.

15.84 Ground Floor - 4435.00 Sqm 70250.40 Rupees Four Thousand Four

Hundred ThirtyFive Only


by Engineer

in charge

7.20 First Floor - 4479.00 Sqm 32248.80 Rupees Four Thousand Four

Hundred SeventyNine Only Add 1% for lift

charges

As Directed

by Engineer

in charge

2.88 Second Floor - 4523.00 Sqm 13026.24 Rupees Four Thousand Five

Hundred TwentyThree Only Add 1% for lift

charges

As Directed

by Engineer

in charge




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities






including aluminium frames 80 x 38 mm

box type 5 mm thick sheet glass louvers,

clips / rubber plain P.V.C.. gaskets of

approved quality etc. complete.. (Sample

to be got approved from Ex. Engineer

before use)

1.08 Ground Floor - 2840.00 Sqm 3067.20 Rupees Two Thousand Eight

Hundred Fourty Only ,444/119 As Directed

by Engineer

in charge

0.54 First Floor - 2868.00 Sqm 1548.72 Rupees Two Thousand Eight

Hundred SixtyEight Only I.No.-44, P.No.-

85

As Directed

by Engineer

in charge




fixtures, welding and painting with one

coat of anti-corrosive paint etc. complete.

15.84 Ground Floor - 1584.00 Sqm 25090.56 Rupees One Thousand Five


Bd-U.1, P. No.537 ,407/125

7.20 First Floor - 1600.00 Sqm 11520.00 Rupees One Thousand Six

Hundred Only

Bd-U.1, P. No.537 Add 1% for lift

charges

2.88 Second Floor - 1616.00 Sqm 4654.08 Rupees One Thousand Six



charges

BDU - IRON WORK




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities











6.60 Ground Floor - 3958.00 Rmt 26122.80 Rupees Three Thousand Nine


Bd-U.2, P. No.537 ,759/175

6.60 First Floor - 3998.00 Rmt 26386.80 Rupees Three Thousand Nine



charges

4.95 Second Floor - 4038.00 Rmt 19988.10 Rupees Four Thousand

ThirtyEight Only


charges


_________ heavy grade having embossed

as ISI mark galvanised iron pipes with


demolished portion and applying primer

of anti corrosive oil paint, 2 coats tc.

complete.

Ground Floor -


NinetyFive Only

Bd-V.5, P. No.551 ,478-488/128-129

50.00 20 mm GI Pipe - 210.00 Rmt 10500.00 Rupees Two Hundred Ten

Only

Bd-V.5, P. No.551 ,478-488/128-129

47.00 25 mm GI Pipe - 266.00 Rmt 12502.00 Rupees Two Hundred SixtySix

Only

Bd-V.5, P. No.551 ,478-488/128-129


SixtyFive Only

Bd-V.5, P. No.551 ,478-488/128-129


NinetyThree Only

Bd-V.5, P. No.551 ,478-488/128-129

BDV - WATER SUPPLY & SANITARY FITTING




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities



SeventySix Only

Bd-V.5, P. No.551 ,478-488/128-129

First Floor -


NinetySeven Only

Bd-V.5, P. No.551 ,478-488/128-129

add 1% for FF

50.00 20 mm GI Pipe - 212.00 Rmt 10600.00 Rupees Two Hundred Twelve

Only

Bd-V.5, P. No.551 ,478-488/128-129


SixtyNine Only

Bd-V.5, P. No.551 ,478-488/128-129


SixtyNine Only

Bd-V.5, P. No.551 ,478-488/128-129


NinetySeven Only

Bd-V.5, P. No.551 ,478-488/128-129


EightyOne Only

Bd-V.5, P. No.551 ,478-488/128-129

51 Providing & laying in trenches ______

medium grade having embossed as ISI

mark galvanised iron pipes of ______ with


demolished portion with fitting trenches

and with primer of anti corrosive oil paint,


Ground Floor -


SixtyFive Only

Bd-V.5, P. No.551 ,491-496/129-130


NinetyOne Only

Bd-V.5, P. No.551 ,491-496/129-130


FiftyTwo Only

Bd-V.5, P. No.551 ,491-496/129-130


TwentyOne Only

Bd-V.5, P. No.551 ,491-496/129-130


SeventyEight Only

Bd-V.5, P. No.551 ,491-496/129-130


SeventyOne Only

Bd-V.5, P. No.551 ,491-496/129-130




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities






Without chambe)

1.00 25 mm dia water meter 4350.00 Rmt 4350.00 Rupees Four Thousand Three

Hundred Fifty Only

Bd-V.7, P. No.554 ,501/131





4.00 Ground Floor - 929.00 No 3716.00 Rupees Nine Hundred

TwentyNine Only ,617/148

2.00 First Floor - 938.00 No 1876.00 Rupees Nine Hundred

ThirtyEight Only Add 1% for lift

charges

54 Providing and fixing ____ screw down

wheeled stop tap of brass including

necessary sockets / union nut, testing etc.

complete.

Ground Floor -

2.00 25mm - 404.00 No 808.00 Rupees Four Hundred Four

Only

Bd-V.9, P. No.555 ,511/132


TwentyTwo Only

Bd-V.9, P. No.555 ,514/132

As Directed

by Engineer

in charge




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


First Floor -

1.00 25mm - 408.00 No 408.00 Rupees Four Hundred Eight

Only

Bd-V.9, P. No.555 Add 1% for lift

charges


TwentyNine Only


charges

55 Providing and fixing 100 mm dia

chromium plated brass shower rose to

15mm dia supply pipe including necessary

bend and socket complete.

2.00 Ground Floor - 310.00 No 620.00 Rupees Three Hundred Ten

Only

Bd-V.12, P. No.556 ,517/133

1.00 First Floor - 313.00 No 313.00 Rupees Three Hundred

Thirteen Only


charges


ladder of 40mm x 6 mm mild steel flat

stringers and steps of 18 mm dia mild steel

bar for water tank including fixing it in 1:2:4

/ M-15 cement concrete block 60cm x

30cm x 30cm & painting the ladder with 3

coats of oil painting etc. complete.

3.20 Second Floor - 545.00 Sqm 1744.00 Rupees Five Hundred

FourtyFive Only

Bd-V.19, P. No.559 ,520/133


earthenware wash Hand Basin of 55cm x

40 cm size including cold water piller tap /

cold and hot water piller tap bracket,

rubber plugs and brass chain, stop tap

and necessary pipe connections including

PVC water pipe waste pipe and trap up

to the outside face of the wall.

2.00 Ground Floor - 2558.00 No 5116.00 Rupees Two Thousand Five


Bd-V.30, P. No.565 ,527/134

1.00 First Floor - 2584.00 No 2584.00 Rupees Two Thousand Five



charges




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


58 Providing and laying concrete pipe of IS

NP class ____________ in proper line, level

and slope including necessary collars,

excavation, laying, fixing with collars in

cement mortar 1:1 and refilling the trench

complete.

a 15.00 150 mm 505.00 Rmt 7575.00 Rupees Five Hundred Five

Only

Bd-V.41, P. No.573 ,540/136

b 10.00 225 mm 560.00 Rmt 5600.00 Rupees Five Hundred Sixty

Only

Bd-V.41, P. No.573 ,541/136

c 10.00 300 mm 816.00 Rmt 8160.00 Rupees Eight Hundred

Sixteen Only

Bd-V.41, P. No.573 ,542/136


intercepting Chamber

___________including 1:4:8 Cement

Concrete foundation, 1:2:4 C.C. channels

/ half round glazed stoneware pipe pipes,

brick masonary plastering from inside and

with frame fixed in cement conctete. with

RCC Cover



Bd-V.43, P. No.574 ,545/137



Bd-V.43, P. No.574 ,546/137



brick bat

685.00 No 3679.58 Rupees Six Hundred

EightyFive Only

Bd-V.46, P. No.576 ,550/138




2.00 Ground Floor - 407.00 No 814.00 Rupees Four Hundred Seven

Only


by Engineer

in charge




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


1.00 First Floor - 411.00 No 411.00 Rupees Four Hundred Eleven

Only add 1% for FF As Directed

by Engineer

in charge




2.00 Ground Floor - 170.00 No 340.00 Rupees One Hundred Seventy

Only


by Engineer

in charge

1.00 First Floor - 172.00 No 172.00 Rupees One Hundred

SeventyTwo Only add 1% for FF As Directed

by Engineer

in charge


provision for overhead shower with

115mm long bend pipe & wall flange

jaquar make continental ( CAT. No. Con-

273 UPR) or equivalent including

necessary sockets / union nut etc.

complete.

1.00 Ground Floor - 3756.00 No 3756.00 Rupees Three Thousand

Seven Hundred FiftySix Only


by Engineer

in charge

1.00 First Floor - 3794.00 No 3794.00 Rupees Three Thousand

Seven Hundred NinetyFour

Only

add 1% for FF As Directed

by Engineer

in charge

64 Providing and fixing C.P. Pillar cock long

neck with aerator jaquar make

continental ( CAT. No. Con-021) or

equivalent including necessary sockets /

union nut etc. complete.

1.00 Ground Floor - 1168.00 No 1168.00 Rupees One Thousand One



by Engineer

in charge

1.00 First Floor - 1180.00 No 1180.00 Rupees One Thousand One

Hundred Eighty Only add 1% for FF As Directed

by Engineer

in charge




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


65 Providing and fixing screw down 15 mm

dia. Sink Cock with flange for cold water

of brass including necessary socket union

nut, testing etc. complete. (Prior approval

of sample and brand by Executive

Engineer is necessary before use) Make

Sharp with extended swinging spout with

wall flange.

2.00 Ground Floor - 1606.00 No 3212.00 Rupees One Thousand Six

Hundred Six Only


by Engineer

in charge

1.00 First Floor - 1622.00 No 1622.00 Rupees One Thousand Six

Hundred TwentyTwo Only add 1% for FF As Directed

by Engineer

in charge








Hundred Thirty Only


by Engineer

in charge


Hundred SixtyOne Only add 1% for FF As Directed

by Engineer

in charge

67 2000.00 Providing, & Fixing H.D.P. Container syntex

or alike one piece moulded water tank

made out of heigh density polyethyler

and built corrugated inclusive delivery uo

ti distination housting fixing of accesserries

such as inlet, outlet overflow pipe inclusive

of all

8.00 Lit 16000.00 Rupees Eight Only ,585/144 As Directed

by Engineer

in charge




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities


68 Providing and fixing 10cm P.V.C. Nahani

Trap with grating etc. complete.

2.00 Ground Floor - 650.00 No 1300.00 Rupees Six Hundred Fifty

Only


by Engineer

in charge

1.00 First Floor - 657.00 No 657.00 Rupees Six Hundred

FiftySeven Only add 1% for FF As Directed

by Engineer

in charge





48.00 110mm dia - 357.00 Rmt 17136.00 Rupees Three Hundred

FiftySeven Only


by Engineer

in charge

70 1.00 Providing and fixing hume pipe septic

tank 900mm diameter with vent pipe and

cap including necessary (including

excavation and laying)

6760.00 No 6760.00 Rupees Six Thousand Seven

Hundred Sixty Only

Bd-V.45, P. No.575 ,549/138




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities



treatment as per IS 6313 ( Part-II) by

treating the bottom surface and sides for

excavation clorophyriphoas / lendene at

the rate of 5 liters of emulsion

concentrates of 0.5 persent of Aldrin per

Sq.m. of surface area covering 10 years

guarantee.E

95.00 Sqm 23392.80 Rupees NinetyFive Only ,741/172 As Directed

by Engineer

in charge


treatment as per IS 6313 ( Part-II)

treatment by treating the backfill in

immedite contact with foundation at the

rate of 7.5 liter of emulsion concentrates

of 0.5 persent of clorophriphas

Hephoclore per Sq.m. of vertical surface

area covering 10 years guarantee.E

80.00 Sqm 2138.59 Rupees Eighty Only ,743/172 As Directed

by Engineer

in charge


treatment as per IS 6313 ( Part-II) by

treating the top surface of plinth filling at

the rate of 5 liter of emulsion concentrates

of 0.5 persent of Hephoclore per Sq.m. of

surface area covering 10 years

guarantee.E

12.00 Sqm 1001.44 Rupees Twelve Only ,742/172 As Directed

by Engineer

in charge




punching holes of 1.2 of 1.5 cm dia about

30 percent of clorophyriphas 20 E.C.

Hephoclore at the rate of 7.5 liters

emulsion concentrates per holes and

sealing the same with proper filling &


84.80 Sqm 2833.63 Rupees EightyFour Paise

Eighty Only I.No.-45, P.No-

120

As Directed

by Engineer

in charge

BDW - MISCELLANEOUS




PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may

be more

or less


Rate

Rupees in

figure

UNIT or

Per

Total

AMOUNT

according to

estimated

Quantities















15.00 75 mm dia 310.00 Rmt 4650.00 Rupees Three Hundred Ten

Only


Engineer in

charge

30.00 110 mm dia 357.00 Rmt 10710.00 Rupees Three Hundred

FiftySeven Only

559/139 As Directed by

Engineer in

charge

3279513.43

Say Rs. 3279513.00

Total of Civil Work :



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any











No.259

,1/9



upto distance of 50 metres beyond the building

area and stacking and spreading as directed,






259

.,5/10

Subwork No-15

Name Of Work :- CONSTRUCTION OF PROFESSOR BUNGLOW IN THE CAMPUS OF AGRICULTURAL COLLEGE, AT MUKTAINAGAR, DIST. JALGAON

FOR MAHATMA PHULE KRUSHI VIDYAPEETH, RAHURI.

Schedule B.Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



CIVIL WORK -

BDA - EXCAVATION

Estimate

Rate

Rupees in

figure

Rate in WordsQuantity

estimated

but may be

more or less

ITEM DESCRIPTION



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION










259

,13/12


259

,13/12




complete.

229.00 Cum 21283.54 Rupees Two Hundred TwentyNine

Only

Bd-A 10, P.

No. 262

RA



including watering, compaction etc. complete.

614.00 Cum 24271.85 Rupees Six Hundred Fourteen Only Bd-A 11, P.

No. 263

RA




complete.

702.00 Cum 23639.36 Rupees Seven Hundred Two Only Bd-A 11, P.

No. 263

RA

7 25.35 Providing and laying in situ cement concrete in

1:3:6 of trap / granite / quartzite / gneiss metal

for foundation and bedding including bailing-

out water manually formwork, compacting,

covering newly laid concrete by gunny bag,

plastic or tarpaulin, curing etc.


be allowed)

4089.00 Cum 103647.67 Rupees Four Thousand EightyNine

Only

Bd-E.1, P.

No.287

RA




Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION

8 13.770 Providing and laying in situ cement concrete of

M20 grade of trap / granite / quartzite / gneiss

metal for R.C.C. work in foundations like raft,

Strip foundations, grillage and and footings of

R.C.C. columns and steel stanchions etc.


blocks, compaction and curing roughening the




EightyEight Only

Bd-F.3, P.

No.298 & B.7,

P.No. 38

RA





centering, formwork, cover blocks, compaction

and curing roughening the surface if special

finish is to provide ( Excluding reinforcement

and structural steel ) complete.

9.251 Ground Floor - 7178.00 Cum 66401.63 Rupees Seven Thousand One


Bd-F.5, P.

No.300 & B.7,

P.No. 38

RA


Hundred Fifty Only

Bd-F.5, P.

No.300 & B.7,

P.No. 38

RA

1.118 Second Floor - 7322.00 Cum 8184.53 Rupees Seven Thousand Three


Bd-F.5, P.

No.300 & B.7,

P.No. 38

RA




Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION











Bd-F.6, P.

No.300 & B.7,

P.No. 38

RA

7.618 First Floor - 7326.00 55811.59 Rupees Seven Thousand Three


Bd-F.6, P.

No.300 & B.7,

P.No. 38

RA












Bd-F.8, P.

No.302 & B.7,

P.No. 38

RA



Bd-F.8, P.

No.302 & B.7,

P.No. 38

RA

2.12 Second Floor - 7668.00 16222.42 Rupees Seven Thousand Six Hundred

SixtyEight Only

Bd-F.8, P.

No.302 & B.7,

P.No. 38

RA



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION



metal for R.C.C. chhajja as per detailed designs








Bd-F.9, P.

No.303 & B.7,

P.No. 38

RA



Bd-F.9, P.

No.303 & B.7,

P.No. 38

RA


SixtyEight Only

Bd-F.9, P.

No.303 & B.7,

P.No. 38

RA









Sixteen Only

Bd-F.11, P.

No.304 & B.7,

P.No. 38

RA


Seven Only

Bd-F.11, P.

No.304 & B.7,

P.No. 38

RA



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION





drawings or chamfered as per approved by the

engineer including centering, formwork, cover

blocks, compacting and roughening them if

special finish is to be provided and curing

complete. ( Excluding reinforcement ).


No.304 & B.7,

P.No. 38

RA

1.19 Second Floor - 5066.00 Cum 6012.33 Rupees Five Thousand SixtySix Only Bd-F.12, P.

No.304 & B.7,

P.No. 38

RA












Bd-F.17, P.

No.306

,130/43



Bd-F.17, P.

No.306

Add 1% for

lift charges

1.23 Second Floor - 54910.00 MT 67642.26 Rupees FiftyFour Thousand Nine

Hundred Ten Only

Bd-F.17, P.

No.306

Add 1% for

lift charges



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION









Seventy Only

Bd-G.1, P.

No.313

RA







Seventy Only

Bd-G.5, P.

No.315

RA


ThirtyFour Only

Bd-G.5, P.

No.315

Add 1% for

lift charges

23.566 Second Floor - 6497.00 Cum 153107.00 Rupees Six Thousand Four Hundred

NinetySeven Only

Bd-G.5, P.

No.315

Add 1% for

lift charges










No.316

RA

BDG - Brick work



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION

19.120 First Floor - 925.00 SQM 17686.00 Rupees Nine Hundred TwentyFive

Only

Bd-G.7, P.

No.316

Add 1% for

lift charges


terrace slab with B.B.coba in all position with an

average thickness of 112 mm consisting





118.840 First Floor - 683.00 Sqm 81167.72 Rupees Six Hundred EightyThree Only RA As Directed by

Engineer in

charge

37.410 Second Floor - 686.00 Sqm 25663.26 Rupees Six Hundred EightySix Only Add 1% for

lift charges

As Directed by

Engineer in

charge

17.630 Third Floor - 697.00 Sqm 12288.11 Rupees Six Hundred NinetySeven

Only

Add 1% for

lift charges

As Directed by

Engineer in

charge





complete.


Engineer in

charge


a single coat in cement mortar 1:4 without



complete.





Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION

151.820 Ground Floor - 152.00 Cum 23076.64 Rupees One Hundred FiftyTwo Only Bd-L.1, P.

No.367

RA

59.590 First Floor - 154.00 Cum 9176.86 Rupees One Hundred FiftyFour Only Bd-L.1, P.

No.367

Add 1% for

lift charges

17.630 Second Floor - 155.00 Cum 2732.65 Rupees One Hundred FiftyFive Only Bd-L.1, P.

No.367

Add 1% for

lift charges



complete.

151.820 Ground Floor - 27.00 Cum 4099.14 Rupees TwentySeven Only Bd-L.10, P.

No.370

,197/62


TwentySeven Only

Bd-L.10, P.

No.370

Add 1% for

lift charges

17.630 Second Floor - 27.54 Cum 485.53 Rupees TwentySeven Paise FiftyFour

Only

Bd-L.10, P.

No.370

Add 1% for

lift charges


two coat in cement mortar 1:4 without neeru

finish to concrete or brick surfaces, in all

positions including scaffolding, and curing

complete.

609.27 Ground Floor - 212.00 Cum 129165.24 Rupees Two Hundred Twelve Only Bd-L.2, P.

No.368

RA

229.89 First Floor - 214.00 Cum 49196.46 Rupees Two Hundred Fourteen Only Bd-L.2, P.

No.368

Add 1% for

lift charges

70.62 Second Floor - 216.00 Cum 15253.92 Rupees Two Hundred Sixteen Only Bd-L.2, P.

No.368

Add 1% for

lift charges



complete.



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION


No.370

,197/62


TwentySeven Only

Bd-L.10, P.

No.370

Add 1% for

lift charges


Only

Bd-L.10, P.

No.370

Add 1% for

lift charges











complete.

373.151 Ground Floor - 324.00 Sqm 120900.92 Rupees Three Hundred TwentyFour

Only

Bd-L.7, P.

No.369

RA

322.113 First Floor - 327.00 Sqm 105330.95 Rupees Three Hundred TwentySeven

Only

Bd-L.7, P.

No.369

Add 1% for

lift charges

112.089 Second Floor - 330.00 Sqm 36989.37 Rupees Three Hundred Thirty Only Bd-L.7, P.

No.369

Add 1% for

lift charges

27 Providing and fixing about 30cm width chicken








Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION


Engineer in

charge

45.22 First Floor - 89.89 Cum 4064.47 Rupees EightyNine Paise EightyNine

Only

Add 1% for

lift charges

As Directed by

Engineer in

charge

15.012 Second Floor - 91.00 Cum 1366.09 Rupees NinetyOne Only Add 1% for

lift charges

As Directed by

Engineer in

charge




complete.

Ground Floor -


Engineer in

charge


Engineer in

charge

5.00 150 mm wide 40.00 Rmt 200.00 Rupees Fourty Only 207/63 As Directed by

Engineer in

charge

First Floor -

5.00 75 mm wide 21.21 Rmt 106.05 Rupees TwentyOne Paise TwentyOne

Only

Add 1% for

lift charges

As Directed by

Engineer in

charge


TwentySeven Only

Add 1% for

lift charges

As Directed by

Engineer in

charge

5.00 150 mm wide 40.40 Rmt 202.00 Rupees Fourty Paise Fourty Only Add 1% for

lift charges

As Directed by

Engineer in

charge

Second Floor -



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION

1.00 75 mm wide 21.42 Rmt 21.42 Rupees TwentyOne Paise FourtyTwo

Only

Add 1% for

lift charges

As Directed by

Engineer in

charge

1.00 100 mm wide 27.54 Rmt 27.54 Rupees TwentySeven Paise FiftyFour

Only

Add 1% for

lift charges

As Directed by

Engineer in

charge

1.00 150 mm wide 40.80 Rmt 40.80 Rupees Fourty Paise Eighty Only Add 1% for

lift charges

As Directed by

Engineer in

charge





Engineer in

charge

26.70 First Floor - 21.21 Rmt 566.31 Rupees TwentyOne Paise TwentyOne

Only

Add 1% for

lift charges

As Directed by

Engineer in

charge

12.00 Second Floor - 21.42 Rmt 257.04 Rupees TwentyOne Paise FourtyTwo

Only

Add 1% for

lift charges

As Directed by

Engineer in

charge





with ready made adhesive mortar of approved


including joints filling with white/ colour cement

slurry, cleaning, curring complete.


Only

Bd-M.13, P.

No.386

RA




Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION

25.17 First Floor - 881.00 Sqm 22174.77 Rupees Eight Hundred EightyOne

Only

Bd-M.13, P.

No.386

Add 1% for

lift charges


18mm to 20mm thick telephone black / Amba

White / Cat bary brown / RBI red / Ocean

Brown granite stone for treads and resers of

steps and staircase of approved colour and



cement mortar including float silling joints with




Hundred Sixty Only

Bd-M.22, P.

No.390

RA



Bd-M.22, P.

No.390

Add 1% for

lift charges


polished 18mm to 20mm thick telephone black

/ Amba white/ cat barry brown / RBI red /

Ocean brown granite stone partition with

moulding the edges etc. complete.



Bd-M.35, P.

No.393

RA



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION













Bd-M.35, P.

No.393

,248/72






approved make, shade and pattern for flooring

in required position laid on a bed of 1:4 cement

mortar including neat cement float, filling joints,

curing and cleaning etc. complete. Rustic Matt

Finish


No.385

RA


No.385

Add 1% for

lift charges

2.460 Second Floor - 816.00 Sqm 2007.36 Rupees Eight Hundred Sixteen Only Bd-M.12, P.

No.385

Add 1% for

lift charges



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION










Finish


No.385

RA

3.69 First Floor - 889.00 Sqm 3280.41 Rupees Eight Hundred EightyNine

Only

Bd-M.12, P.

No.385

Add 1% for

lift charges







complete.h


Engineer in

charge

37 Providing and Antiskid tiles of approved quality










Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION

5.52 First Floor - 672.00 Sqm 3709.44 Rupees Six Hundred SeventyTwo Only Bd-M.12, Add 1% for

lift charges

38 Providing and Laying Telephone black / Amba

White / catbary Brown / RBI red / Ocean Brown

granite stone of 18 to 20mm thick for door

frame windows frame boxing etc. on C.m. 1:6

including filing joints with polymer base filler

nosing the sharp edges wherever necessary,

specification.


Hundred Sixty Only

Bd-M.12 RA



Bd-M.12 Add 1% for

lift charges




preparing the surface by throughly cleaning oil,

grease, dirt and other foreign matter and sand

papering as required.


Engineer in

charge

289.48 First Floor - 17.17 Sqm 4970.37 Rupees Seventeen Paise Seventeen

Only

Add 1% for

lift charges

As Directed by

Engineer in

charge

88.25 Second Floor - 17.34 Sqm 1530.26 Rupees Seventeen Paise ThirtyFour

Only

Add 1% for

lift charges

As Directed by

Engineer in

charge

BDO - OIL PAINTING



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION


Ace White exterior paints of approved colour to

the plastered surface including cleaning,




days complete.


Engineer in

charge

322.113 First Floor - 212.00 Cum 68287.96 Rupees Two Hundred Twelve Only Add 1% for

lift charges

As Directed by

Engineer in

charge

112.089 Second Floor - 214.00 Cum 23987.05 Rupees Two Hundred Fourteen Only Add 1% for

lift charges

As Directed by

Engineer in

charge





coat) complete.


No.414

,331/90


No.414

Add 1% for

lift charges

88.250 Second Floor - 66.00 Sqm 5824.50 Rupees SixtySix Only Bd-P.6, P.

No.414

Add 1% for

lift charges





Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION









charge.


Engineer in

charge

35.000 First Floor - 568.00 Rmt 19880.00 Rupees Five Hundred SixtyEight Only Add 1% for

lift charges

As Directed by

Engineer in

charge

18.000 Second Floor - 579.00 Rmt 10422.00 Rupees Five Hundred SeventyNine

Only

Add 1% for

lift charges

As Directed by

Engineer in

charge









including iron oxidised fixture fastening and

T.W. beading at junction of pannels inserts and

as instructed by the Engineer in charge




Bd-T.34, P.

No.499

,397/106



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION



Bd-T.34, P.

No.499

Add 1% for

lift charges

3.78 Second Floor - 5829.00 Sqm 22033.62 Rupees Five Thousand Eight Hundred

TwentyNine Only

Bd-T.34, P.

No.499

Add 1% for

lift charges
















FiftyOne Only

Bd-T.57, P.

No.511

,411/110



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION










1.2mm thick (0.417 kg/Rmt.) top member of size

40 x 18 x 1.20mm thick (0.475 kg/Rmt.)









Engineer in charge.


ThirtyFive Only


Engineer in

charge


SeventyNine Only

Add 1% for

lift charges

As Directed by

Engineer in

charge

3.60 Second Floor - 4523.00 Sqm 16282.80 Rupees Four Thousand Five Hundred

TwentyThree Only

Add 1% for

lift charges

As Directed by

Engineer in

charge



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION




drawings and specifications including







Fourty Only


Engineer in

charge


SixtyEight Only

Add 1% for

lift charges

As Directed by

Engineer in

charge







EightyFour Only

Bd-U.1, P.

No.537

,407/125

7.20 First Floor - 1600.00 Sqm 11520.00 Rupees One Thousand Six Hundred

Only

Bd-U.1, P.

No.537

Add 1% for

lift charges

3.60 Second Floor - 1616.00 Sqm 5817.60 Rupees One Thousand Six Hundred

Sixteen Only

Bd-U.1, P.

No.537

Add 1% for

lift charges

BDU - IRON WORK



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION







errecting , necessary welding , griding ,

finishing, buffing to stainless steel pipe etc.

complete.

3.96 Ground Floor - 3958.00 Rmt 15673.68 Rupees Three Thousand Nine


Bd-U.2, P.

No.537,759/175

3.96 First Floor - 3998.00 Rmt 15832.08 Rupees Three Thousand Nine


Bd-U.2, P.

No.537

Add 1% for

lift charges

3.96 Second Floor - 4038.00 Rmt 15990.48 Rupees Four Thousand ThirtyEight

Only

Bd-U.2, P.

No.537

Add 1% for

lift charges







Ground Floor -

15.00 15 mm GI Pipe - 195.00 Rmt 2925.00 Rupees One Hundred NinetyFive

Only

Bd-V.5, P.

No.551

,478-488/128-

129


No.551

,478-488/128-

129


No.551

,478-488/128-

129


No.551

,478-488/128-

129




Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION


Only

Bd-V.5, P.

No.551

,478-488/128-

129

5.00 50 mm GI Pipe - 476.00 Rmt 2380.00 Rupees Four Hundred SeventySix

Only

Bd-V.5, P.

No.551

,478-488/128-

129

First Floor -

10.00 15 mm GI Pipe - 197.00 Rmt 1970.00 Rupees One Hundred NinetySeven

Only

Bd-V.5, P.

No.551

,478-488/128-

129 add 1%

for FF


No.551

,478-488/128-

129

15.00 25 mm GI Pipe - 269.00 Rmt 4035.00 Rupees Two Hundred SixtyNine Only Bd-V.5, P.

No.551

,478-488/128-

129


No.551

,478-488/128-

129

5.00 40 mm GI Pipe - 397.00 Rmt 1985.00 Rupees Three Hundred NinetySeven

Only

Bd-V.5, P.

No.551

,478-488/128-

129

5.00 50 mm GI Pipe - 481.00 Rmt 2405.00 Rupees Four Hundred EightyOne

Only

Bd-V.5, P.

No.551

,478-488/128-

129





fitting trenches and with primer of anti corrosive


Ground Floor -


No.551

,491-496/129-

130

30.00 20 mm GI Pipe - 191.00 Rmt 5730.00 Rupees One Hundred NinetyOne

Only

Bd-V.5, P.

No.551

,491-496/129-

130


No.551

,491-496/129-

130

15.00 32 mm GI Pipe - 321.00 Rmt 4815.00 Rupees Three Hundred TwentyOne

Only

Bd-V.5, P.

No.551

,491-496/129-

130



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION


Only

Bd-V.5, P.

No.551

,491-496/129-

130

10.00 50 mm GI Pipe - 471.00 Rmt 4710.00 Rupees Four Hundred SeventyOne

Only

Bd-V.5, P.

No.551

,491-496/129-

130





Without chambe)

1.00 25 mm dia water meter 350.00 Rmt 350.00 Rupees Three Hundred Fifty Only Bd-V.7, P.

No.554

,501/131





4.00 Ground Floor - 929.00 No 3716.00 Rupees Nine Hundred TwentyNine

Only

,617/148

2.00 First Floor - 938.00 No 1876.00 Rupees Nine Hundred ThirtyEight

Only

Add 1% for

lift charges

0.00 Second Floor - 948.00 No 0.00 Rupees Nine Hundred FourtyEight

Only

Add 1% for

lift charges




Ground Floor -


No.555

,511/132

First Floor -

As Directed by

Engineer in

charge



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION


No.555

Add 1% for

lift charges

1.00 50mm - 722.00 No 722.00 Rupees Seven Hundred TwentyTwo

Only

Bd-V.9, P.

No.555

,514/132




complete.


No.556

,517/133


No.556

Add 1% for

lift charges





concrete block 60cm x 30cm x 30cm & painting

the ladder with 3 coats of oil painting etc.

complete.

6.40 Second Floor - 545.00 Sqm 3488.00 Rupees Five Hundred FourtyFive Only Bd-V.19, P.

No.559

,520/133


wash Hand Basin of 55cm x 40 cm size including

cold water piller tap / cold and hot water piller

tap bracket, rubber plugs and brass chain, stop

tap and necessary pipe connections including

PVC water pipe waste pipe and trap up to the

outside face of the wall.


FiftyEight Only

Bd-V.30, P.

No.565

,527/134



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION


EightyFour Only

Bd-V.30, P.

No.565

Add 1% for

lift charges







No.573

,540/136


No.573

,541/136


No.573

,542/136







RCC Cover



Bd-V.43, P.

No.574

,545/137



Bd-V.43, P.

No.574

,546/137


120cm inluding excavation and filling with brick

bat


No.576

,550/138






Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION


Engineer in

charge

2.00 First Floor - 411.00 No 822.00 Rupees Four Hundred Eleven Only Add 1% for

lift charges

As Directed by

Engineer in

charge

62 Providing and fixing chromium plated towel rod

16mm dia and 75 cm in length including all



Engineer in

charge

2.00 First Floor - 172.00 No 344.00 Rupees One Hundred SeventyTwo

Only

Add 1% for

lift charges

As Directed by

Engineer in

charge


provision for overhead shower with 115mm long

bend pipe & wall flange jaquar make



nut etc. complete.

4.00 Ground Floor - 3756.00 No 15024.00 Rupees Three Thousand Seven

Hundred FiftySix Only


Engineer in

charge

2.00 First Floor - 3794.00 No 7588.00 Rupees Three Thousand Seven


Add 1% for

lift charges

As Directed by

Engineer in

charge






SixtyEight Only


Engineer in

charge



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION

2.00 First Floor - 1180.00 No 2360.00 Rupees One Thousand One Hundred

Eighty Only

Add 1% for

lift charges

As Directed by

Engineer in

charge








4.00 Ground Floor - 1606.00 No 6424.00 Rupees One Thousand Six Hundred

Six Only


Engineer in

charge


TwentyTwo Only

Add 1% for

lift charges

As Directed by

Engineer in

charge


glazed earthenware coupled closet symphonic

trap with symphonic low level white glazed 10

liters cistern with black backlite seat with all

necessary pipe connection etc. complete.


Hundred Thirty Only


Engineer in

charge


Hundred SixtyOne Only

Add 1% for

lift charges

As Directed by

Engineer in

charge



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION








Engineer in

charge




Engineer in

charge

2.00 First Floor - 657.00 No 1314.00 Rupees Six Hundred FiftySeven Only Add 1% for

lift charges

As Directed by

Engineer in

charge

69 Providing and fixing 110mm dia PVC Rain water

pipe with necessary fitting such as bends, tees,

single junctions slotted vent, clamps etc.

complete.

60.00 110mm dia - 357.00 Rmt 21420.00 Rupees Three Hundred FiftySeven

Only


Engineer in

charge




laying)


Sixty Only

Bd-V.45, P.

No.575

,545/138







years guarantee.E


Engineer in

charge

BDW - MISCELLANEOUS



Speci.

Clause No.

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PWD DSR

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Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION









Engineer in

charge










Engineer in

charge



diameter conforming to IS-13592, and IS-4985 to

withstand continuous internal hydraulic







complete. (Prior approval of sample and brand

by Ex. Engineer is necessary before use) As

Directed by Engineer in charge-


Engineer in

charge



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Estimate

Rate

Rupees in

figure


estimated

but may be

more or less

ITEM DESCRIPTION

40.00 110 mm dia 357.00 Rmt 14280.00 Rupees Three Hundred FiftySeven

Only


Engineer in

charge

5200020.61

Say 5200021.00

Total of Associate Dean bunglow Estimate :



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

1











No.259,1/9

2



upto distance of 50 metres beyond the building

area and stacking and spreading as directed,


foundation and necessary backfilling, ramming,


etc.complete.


259,5/10

Subwork No-17Name Of Work :- CONSTRUCTION OF ASSOCIATE PROFESSOR BUNGLOW IN THE CAMPUS OF AGRICULTURAL COLLEGE,AT MUKTINAGAR, DIST.

JALGAON FOR MAHATMA PHULE KRUSHI VIDYAPEETH, RAHURI.

Schedule B.

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



CIVIL WORK -

BDA - EXCAVATION

Rate In Words



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words

3










259,13/12


259,13/12

4 89.84




complete.

229.00 Cum 20572.50 Rupees Two Hundred TwentyNine Only Bd-A 10, P.

No. 262RA

5 39.53

Filling in plinth and floors with contractor's Soil's,


including watering, compaction etc. complete.

614.00 Cum 24271.85 Rupees Six Hundred Fourteen Only Bd-A 11, P.

No. 263RA

6 33.67




complete.

702.00 Cum 23639.36 Rupees Seven Hundred Two Only Bd-A 11, P.

No. 263RA

7 35.77

Providing and laying in situ cement concrete in

1:3:6 of trap / granite / quartzite / gneiss metal

for foundation and bedding including bailing-

out water manually formwork, compacting,

covering newly laid concrete by gunny bag,

plastic or tarpaulin, curing etc.


be allowed)


No.287RA





Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words

8 13.770

Providing and laying in situ cement concrete of

M20 grade of trap / granite / quartzite / gneiss

metal for R.C.C. work in foundations like raft,

Strip foundations, grillage and and footings of

R.C.C. columns and steel stanchions etc.


blocks, compaction and curing roughening the



4988.00 Cum 68684.76Rupees Four Thousand Nine Hundred

EightyEight Only

Bd-F.3, P.

No.298 & B.7,

P.No. 38

RA

9










SeventyEight Only

Bd-F.5, P.

No.300 & B.7,

P.No. 38

RA

2.726 Fisrt Floor - 7250.00 Cum 19764.88Rupees Seven Thousand Two Hundred

Fifty Only

Bd-F.5, P.

No.300 & B.7,

P.No. 38

Add 1% for

lift charges

10









30.492 Ground Floor - 7253.00 221156.95Rupees Seven Thousand Two Hundred

FiftyThree Only

Bd-F.6, P.

No.300 & B.7,

P.No. 38

RA



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words

2.629 First Floor - 7326.00 19259.32Rupees Seven Thousand Three Hundred

TwentySix Only

Bd-F.6, P.

No.300 & B.7,

P.No. 38

Add 1% for

lift charges

11











Eighteen Only

Bd-F.8, P.

No.302 & B.7,

P.No. 38

RA


NinetyThree Only

Bd-F.8, P.

No.302 & B.7,

P.No. 38

Add 1% for

lift charges

12



metal for R.C.C. chhajja as per detailed designs







Eighteen Only

Bd-F.9, P.

No.303 & B.7,

P.No. 38

RA


NinetyThree Only

Bd-F.9, P.

No.303 & B.7,

P.No. 38

Add 1% for

lift charges



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words

13








0.198 Ground Floor - 9116.00 Cum 1804.97Rupees Nine Thousand One Hundred

Sixteen Only

Bd-F.11, P.

No.304 & B.7,

P.No. 38

RA

14











Bd-F.12, P.

No.304 & B.7,

P.No. 38

RA

15










14.22 Ground Floor - 53834.00 MT 765680.56Rupees FiftyThree Thousand Eight


Bd-F.17, P.

No.306,130/43


SeventyTwo Only

Bd-F.17, P.

No.306

Add 1% for

lift charges



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words

16 10.76








6170.00 Cum 66392.36Rupees Six Thousand One Hundred

Seventy Only

Bd-G.1, P.

No.313RA

17






53.940 Ground Floor - 6370.00 Cum 343598.48Rupees Six Thousand Three Hundred

Seventy Only

Bd-G.5, P.

No.315RA

23.566 First Floor - 6434.00 Cum 151622.36Rupees Six Thousand Four Hundred

ThirtyFour Only

Bd-G.5, P.

No.315

Add 1% for

lift charges

18










No.316RA

19


terrace slab with B.B.coba in all position with an

average thickness of 112 mm consisting


specifications and covering 10 years guarantee

on court fee stamp paper including all leads,

lifts etc complete.v

BDG - Brick work




Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words

118.840 First Floor - 683.00 Sqm 81167.72 Rupees Six Hundred EightyThree Only RA

As Directed by

Engineer in

charge


lift charges

As Directed by

Engineer in

charge

20





complete.


As Directed by

Engineer in

charge

21

Providing internal cement plaster 12mm thick in

a single coat in cement mortar 1:4 without



complete.


No.367RA


No.367

Add 1% for

lift charges

22



complete.


No.370,197/62

17.630 First Floor - 27.27 Cum 480.77Rupees TwentySeven Paise TwentySeven

Only

Bd-L.10, P.

No.370

Add 1% for

lift charges

23

Providing internal cement plaster 20mm thick in

two coat in cement mortar 1:4 without neeru

finish to concrete or brick surfaces, in all


complete.


No.368RA




Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words


No.368

Add 1% for

lift charges

25



complete.


No.370,197/62

70.62 First Floor - 27.27 Cum 1925.81Rupees TwentySeven Paise TwentySeven

Only

Bd-L.10, P.

No.370

Add 1% for

lift charges

26











complete.


No.369RA


No.369

Add 1% for

lift charges

27

Providing and fixing about 30cm width chicken







As Directed by

Engineer in

charge

15.01 First Floor - 89.89 Cum 1349.43 Rupees EightyNine Paise EightyNine Only Add 1% for

lift charges

As Directed by

Engineer in

charge



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words

28




complete.

Ground Floor -


As Directed by

Engineer in

charge


As Directed by

Engineer in

charge


As Directed by

Engineer in

charge

First Floor -

5.00 75 mm wide 21.21 Rmt 106.05Rupees TwentyOne Paise TwentyOne

Only

Add 1% for

lift charges

As Directed by

Engineer in

charge

5.00 100 mm wide 27.27 Rmt 136.35Rupees TwentySeven Paise TwentySeven

Only

Add 1% for

lift charges

As Directed by

Engineer in

charge

5.00 150 mm wide 404.40 Rmt 2022.00Rupees Four Hundred Four Paise Fourty

Only

Add 1% for

lift charges

As Directed by

Engineer in

charge

29





As Directed by

Engineer in

charge

12.00 First Floor - 21.21 Rmt 254.52Rupees TwentyOne Paise TwentyOne

Only

Add 1% for

lift charges

As Directed by

Engineer in

charge




Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

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Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words

30





with ready made adhesive mortar of approved


including joints filling with white/ colour cement

slurry, cleaning, curring complete.


No.386RA

31

Providing and fixing machine cut polished










7.98 Ground Floor - 3260.00 Sqm 26014.80Rupees Three Thousand Two Hundred

Sixty Only

Bd-M.22, P.

No.390RA

32








Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words


Sixty Only

Bd-M.35, P.

No.393RA

33

Providing and Preparing kitchen otta made up










6.45 Ground Floor - 2379.00 Sqm 15344.55Rupees Two Thousand Three Hundred

SeventyNine Only

Bd-M.35, P.

No.393,248/73

34

Providing and laying Vitrified Mirror / glossy finish

tiles of Kajaria / Nitco / Asian / Coral or




approved make, shade and pattern for flooring




Finish


No.385RA


No.385

Add 1% for

lift charges



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words

35

Providing and laying Vitrified Mirror / glossy finish

tiles of Kajaria / Nitco / Asian / Coral or








Finish



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words


No.385RA

36 49.65







complete.h


As Directed by

Engineer in

charge

37

Providing and Antiskid tiles of approved quality








38

Providing and Laying Telephone black / Amba


granite stone of 18 to 20mm thick for door

frame windows frame boxing etc. on C.m. 1:6

including filing joints with polymer base filler

nosing the sharp edges wherever necessary,

specification.


Sixty Only Bd-M.12 RA

40




preparing the surface by throughly cleaning oil,

grease, dirt and other foreign matter and sand

papering as required.


As Directed by

Engineer in

charge

88.25 First Floor - 17.17 Sqm 1515.25 Rupees Seventeen Paise Seventeen Only Add 1% for

lift charges

As Directed by

Engineer in

charge

BDO - OIL PAINTING



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words

41


Ace White exterior paints of approved colour to

the plastered surface including cleaning,




days complete.


As Directed by

Engineer in

charge

112.089 First Floor - 212.00 Cum 23762.87 Rupees Two Hundred Twelve Only Add 1% for

lift charges

As Directed by

Engineer in

charge

42

Providing and applying Plastic emulsion paint of

approved quality colour and shade to old &



coat) complete.


No.414,331/90


No.414

Add 1% for

lift charges

43









charge.


As Directed by

Engineer in

charge





Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words

18.000 First Floor - 568.00 Rmt 10224.00 Rupees Five Hundred SixtyEight Only Add 1% for

lift charges

As Directed by

Engineer in

charge

44









including iron oxidised fixture fastening and T.W.

beading at junction of pannels inserts and as

instructed by the Engineer in charge including 3

coats of oil painting etc. complete.


Fifteen Only

Bd-T.34, P.

No.499,397/106


SeventyTwo Only

Bd-T.34, P.

No.499

Add 1% for

lift charges

45 3.78















2451.00 No 9264.78Rupees Two Thousand Four Hundred

FiftyOne Only

Bd-T.57, P.

No.511,411/110



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words

46










1.2mm thick (0.417 kg/Rmt.) top member of size

40 x 18 x 1.20mm thick (0.475 kg/Rmt.)









Engineer in charge.


ThirtyFive Only ,424/113

As Directed by

Engineer in

charge


SeventyNine Only

Add 1% for

lift charges

As Directed by

Engineer in

charge

47




drawings and specifications including






2.16 Ground Floor - 2840.00 Sqm 6134.40Rupees Two Thousand Eight Hundred

Fourty Only ,444/119

As Directed by

Engineer in

charge



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words

48







EightyFour Only

Bd-U.1, P.

No.537,407/125

3.60 First Floor - 1600.00 Sqm 5760.00 Rupees One Thousand Six Hundred Only Bd-U.1, P.

No.537

Add 1% for

lift charges

49







errecting , necessary welding , griding ,

finishing, buffing to stainless steel pipe etc.

complete.


FiftyEight Only

Bd-U.2, P.

No.537,759/175

50







Ground Floor -


No.551

,478-488/128-

129


No.551

,478-488/128-

129


No.551

,478-488/128-

129


No.551

,478-488/128-

129

BDU - IRON WORK




Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words


No.551

,478-488/128-

129


No.551

,478-488/128-

129

51





fitting trenches and with primer of anti corrosive


Ground Floor -


No.551

,491-496/129-

130


No.551

,491-496/129-

130


No.551

,491-496/129-

130


No.551

,491-496/129-

130


No.551

,491-496/129-

130


No.551

,491-496/129-

130

52





Without chambe)

1.00 25 mm dia water meter 4350.00 Rmt 4350.00Rupees Four Thousand Three Hundred Fifty

Only

Bd-V.7, P.

No.554,501/131

53





As Directed by

Engineer in

charge




Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words

54




Ground Floor -


No.555,511/132

First Floor -


No.555,514/132

55




complete.


No.556,517/133

56







etc. complete.


No.559,520/133

57

Providing and fixing White glazed earthenware

wash Hand Basin of 55cm x 40 cm size including

cold water piller tap / cold and hot water piller

tap bracket, rubber plugs and brass chain, stop

tap and necessary pipe connections including

PVC water pipe waste pipe and trap up to the

outside face of the wall.


FiftyEight Only

Bd-V.30, P.

No.565,527/134

58








Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words


No.573,540/136


No.573,541/136


No.573,542/136

59







RCC Cover


NinetyThree Only

Bd-V.43, P.

No.574,545/137


FiftySeven Only

Bd-V.43, P.

No.574,546/137

60 2.00


120cm inluding excavation and filling with brick

bat


No.576,550/138

61





As Directed by

Engineer in

charge

62

Providing and fixing chromium plated towel rod



4.00 Ground Floor - 170.00 No 680.00 Rupees One Hundred Seventy Only ,562/140

As Directed by

Engineer in

charge

63


provision for overhead shower with 115mm long

bend pipe & wall flange jaquar make



nut etc. complete.



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words

4.00 Ground Floor - 3756.00 No 15024.00Rupees Three Thousand Seven Hundred

FiftySix Only ,612/147

As Directed by

Engineer in

charge

64







As Directed by

Engineer in

charge

65








4.00 Ground Floor - 1606.00 No 6424.00Rupees One Thousand Six Hundred Six

Only ,615/148

As Directed by

Engineer in

charge

66


glazed earthenware coupled closet symphonic

trap with symphonic low level white glazed 10

liters cistern with black backlite seat with all

necessary pipe connection etc. complete.

4.00 Ground Floor - 3130.00 No 12520.00Rupees Three Thousand One Hundred

Thirty Only ,638/152

As Directed by

Engineer in

charge

67 2000.00








As Directed by

Engineer in

charge





Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words


As Directed by

Engineer in

charge

69

Providing and fixing 110mm dia PVC Rain water

pipe with necessary fitting such as bends, tees,

single junctions slotted vent, clamps etc.

complete.

60.00 110mm dia - 375.00 Rmt 22500.00 Rupees Three Hundred SeventyFive Only ,559/139

As Directed by

Engineer in

charge

70 2.00




laying)

6760.00 No 13520.00Rupees Six Thousand Seven Hundred Sixty

Only

Bd-V.45, P.

No.575,549/138

72 425.41







years guarantee.E


As Directed by

Engineer in

charge

73 37.32









As Directed by

Engineer in

charge

75 46.65









12.00 Sqm 559.80 Rupees Twelve Only ,742/172

As Directed by

Engineer in

charge

BDW - MISCELLANEOUS



Speci.

Clause No.

Page &

Item No. In

PWD DSR

Addittional

Identity if any

Sr.

No.

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION

Estimate

Rate

Rupees in

figure

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate In Words

76



diameter conforming to IS-13592, and IS-4985 to

withstand continuous internal hydraulic pressure

of 4 kg / cm2 including necessary fixtures and

fittings, such as bends, tees, single junctions,

double junctions and joining with rubber rings

and lurbicants, on wall by means of clips or in

ground including necessary excavation, laying

refilling, trench testing etc. complete. (Prior

approval of sample and brand by Ex. Engineer

is necessary before use) As Directed by

Engineer in charge-


As Directed by

Engineer in

charge

40.00 110 mm dia 357.00 Rmt 14280.00 Rupees Three Hundred FiftySeven Only 559/139

As Directed by

Engineer in

charge

Total of Assistant Dean bunglow Estimate : 4027994.72

Say 4027995.00



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any











No.259

,1/9










259

,5/10

Subwork No-19

Name of Work : Construction of Assistant Professor quater in the campus of Agriculture College,atMuktainagar, Dist. Jalgaon, for

Mahatma Phule Krushi Vidyapeeth, Rahuri

Schedule B.Sr.

No.



CIVIL WORK -

Estimate

Rate

Rupees in

figure

UNIT or

Per

Rate in Words

BDA - EXCAVATION

Quantity

estimated

but may be

more or less

ITEM DESCRIPTION Total AMOUNT

according to

estimated

Quantities



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities










259

,13/12


259

,13/12




complete.


262

RA




complete.


263

RA




complete.


263

RA








be allowed)


No.287

RA





Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities








curing roughening the surface if special finish is

to provide ( Excluding reinforcement and



EightyEight Only

Bd-F.3, P.

No.298 & B.7,

P.No. 38

RA



gneiss metal for R.C.C. columns as per detailed







SeventyEight Only

Bd-F.5, P.

No.300 & B.7,

P.No. 38

RA

2.98 Fisrt Floor - 7250.00 Cum 21610.80 Rupees Seven Thousand Two Hundred Fifty

Only

Bd-F.5, P.

No.300 & B.7,

P.No. 38

Add 1% for lift

charges



gneiss metal for R.C.C. beams and lintels as per








Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities

50.83 Ground Floor - 7253.00 368663.65 Rupees Seven Thousand Two Hundred

FiftyThree Only

Bd-F.6, P.

No.300 & B.7,

P.No. 38

RA










36.86 Ground Floor - 7518.00 Cum 277082.43 Rupees Seven Thousand Five Hundred Eighteen

Only

Bd-F.8, P.

No.302 & B.7,

P.No. 38

RA









1.97 Ground Floor - 7518.00 Cum 14817.98 Rupees Seven Thousand Five Hundred Eighteen

Only

Bd-F.9, P.

No.303 & B.7,

P.No. 38

RA










Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities

0.17 Ground Floor - 9116.00 Cum 1538.33 Rupees Nine Thousand One Hundred Sixteen

Only

Bd-F.11, P.

No.304 & B.7,

P.No. 38

RA











No.304 & B.7,

P.No. 38

RA










24.00 Ground Floor - 53834.00 MT 1291843.72 Rupees FiftyThree Thousand Eight Hundred

ThirtyFour Only

Bd-F.17, P.

No.306

,130/43

0.75 First Floor - 54372.00 MT 40518.01 Rupees FiftyFour Thousand Three Hundred

SeventyTwo Only

Bd-F.17, P.

No.306

Add 1% for lift

charges

BDG - Brick work



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities








6170.00 Cum 119870.57 Rupees Six Thousand One Hundred Seventy

Only

Bd-G.1, P.

No.313

RA






83.57 Ground Floor - 6370.00 Cum 532330.90 Rupees Six Thousand Three Hundred Seventy

Only

Bd-G.5, P.

No.315

RA

37.52 First Floor - 6434.00 Cum 241377.88 Rupees Six Thousand Four Hundred ThirtyFour

Only

Bd-G.5, P.

No.315

Add 1% for lift

charges










No.316

RA





complete.


No.367

RA




Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities


No.367

Add 1% for lift

charges



complete.


No.370

,197/62

15.75 First Floor - 27.27 Cum 429.50 Rupees TwentySeven Paise TwentySeven Only Bd-L.10, P.

No.370

Add 1% for lift

charges


in single coat in cement mortar 1:4


No.368

RA


No.368

Add 1% for lift

charges



complete.


No.370

,197/62

61.05 First Floor - 27.27 Cum 1664.83 Rupees TwentySeven Paise TwentySeven Only Bd-L.10, P.

No.370

Add 1% for lift

charges











complete.


No.369

RA


No.369

Add 1% for lift

charges



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities







complete


Engineer in

charge


charges

As Directed by

Engineer in

charge








Engineer in

charge


charges

As Directed by

Engineer in

charge



new surface in Two coats including




No.414

,313/90


No.414

Add 1% for lift

charges



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities







days complete.


Engineer in

charge





Engineer in

charge


charges

As Directed by

Engineer in

charge




etc. complete.

Ground Floor -


Engineer in

charge


Engineer in

charge


Engineer in

charge

First Floor -



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities

5.00 75 mm wide 21.21 Rmt 106.05 Rupees TwentyOne Paise TwentyOne Only Add 1% for lift

charges

As Directed by

Engineer in

charge

5.00 100 mm wide 27.27 Rmt 136.35 Rupees TwentySeven Paise TwentySeven Only Add 1% for lift

charges

As Directed by

Engineer in

charge

5.00 150 mm wide 40.40 Rmt 202.00 Rupees Fourty Paise Fourty Only Add 1% for lift

charges

As Directed by

Engineer in

charge







No.393

RA


NinetyTwo Only

Bd-M.35, P.

No.393

Add 1% for lift

charges












No.385

RA


No.385

Add 1% for lift

charges



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities










complete.


No.385

RA


No.385

Add 1% for lift

charges










No.386

RA

35 Providing and Antiskid tiles of approved quality







Rustic Matt Finish




Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities












No.390

RA












SeventyNine Only

Bd-M.35, P.

No.393

,248/72


White / catbary Brown / RBI red / Ocean

Brown granite stone of 18 to 20mm thick for

door frame windows frame boxing etc. on

C.m. 1:6 including filing joints with polymer

base filler nosing the sharp edges wherever

necessary, specification.

42.12 Ground Floor - 3260.00 Sqm 137311.20 Rupees Three Thousand Two Hundred Sixty Only Bd-M.12 RA



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities

















quality PVC rollers necessary locks handles

PVC lining and wooden encasement wherever


Engineer in charge.

42.48 Ground Floor - 4435.00 Sqm 188398.80 Rupees Four Thousand Four Hundred ThirtyFive

Only


Engineer in

charge












Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities

4.32 Ground Floor - 2840.00 Sqm 12268.80 Rupees Two Thousand Eight Hundred Fourty

Only


Engineer in

charge






42.48 Ground Floor - 1584.00 Sqm 67288.32 Rupees One Thousand Five Hundred EightyFour

Only

Bd-U.1, P.

No.537

,207/125



hand rail of size 75 x 60 mm and sill of 75 x 25

mm for staircase, and verandah including

fabricating, fixtures, erecting, painting grill

work with one coat of anticorrosive paint and

polishing the sill, hand rail with French polishing

etc. complete.

4.50 Ground Floor - 1924.00 Sqm 8658.00 Rupees One Thousand Nine Hundred

TwentyFour Only


Engineer in

charge










44.73 Ground Floor - 3958.00 Rmt 177041.34 Rupees Three Thousand Nine Hundred FiftyEight

Only

Bd-U.2, P.

No.537,759/175



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities









engineer-in-charge.


Engineer in

charge







Ground Floor -


No.551

,491-496/129-

130


No.551

,491-496/129-

130


No.551

,491-496/129-

130


No.551

,491-496/129-

130


No.551

,491-496/129-

130


No.551

,491-496/129-

130



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities







Ground Floor -


No.551

,478-488/128-

129


No.551

,478-488/128-

129


No.551

,478-488/128-

129


No.551

,478-488/128-

129


No.551

,478-488/128-

129




Ground Floor -


No.555

,511/132


No.555

,514/132




complete.


No.556

,517/133



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities






nut etc. complete.

8.00 Ground Floor - 3756.00 No 30048.00 Rupees Three Thousand Seven Hundred FiftySix

Only


Engineer in

charge





8.00 Ground Floor - 1168.00 No 9344.00 Rupees One Thousand One Hundred SixtyEight

Only


Engineer in

charge








4.00 Ground Floor - 1606.00 No 6424.00 Rupees One Thousand Six Hundred Six Only ,615/148 As Directed by

Engineer in

charge






Engineer in

charge



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities







8.00 Ground Floor - 3130.00 No 25040.00 Rupees Three Thousand One Hundred Thirty

Only


Engineer in

charge








wall.

8.00 Ground Floor - 2558.00 No 20464.00 Rupees Two Thousand Five Hundred FiftyEight

Only

Bd-V.30, P.

No.565

,527/134




Engineer in

charge





85.60 110mm dia - 375.00 Rmt 32100.00 Rupees Three Hundred SeventyFive Only ,559/139 As Directed by

Engineer in

charge



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities







RCC Cover


NinetyThree Only

Bd-V.43, P.

No.574

,545/137


FiftySeven Only

Bd-V.43, P.

No.574

,546/137




laying)

6760.00 No 13520.00 Rupees Six Thousand Seven Hundred Sixty Only Bd-V.45, P.

No.575

,549/138








277.86 First Floor - 683.00 Sqm 189779.34 Rupees Six Hundred EightyThree Only ra As Directed by

Engineer in

charge





complete.

20.16 First Floor - 301.00 Sqm 6068.16 Rupees Three Hundred One Only ra As Directed by

Engineer in

charge



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities







etc. complete.


No.559

,520/133








Engineer in

charge







complete.h


Engineer in

charge







years guarantee.E

665.00 Sqm 329414.40 Rupees Six Hundred SixtyFive Only I.No.-42, P.No-

120

As Directed by

Engineer in

charge



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities









Engineer in

charge



the top surface of plinth filling at the rate of 5

liter of emulsion concentrates of 0.5 persent of

Hephoclore per Sq.m. of surface area covering

10 years guarantee.E


Engineer in

charge










Engineer in

charge







No.573

,540/136


No.573

,541/136


No.573

,542/136



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities





Without chambe)

1.00 25 mm dia water meter 350.00 No 350.00 Rupees Three Hundred Fifty Only Bd-V.7, P.

No.554

,501/131



brick bat


No.576

,550/138





Engineer in

charge















2451.00 Sqm 20073.69 Rupees Two Thousand Four Hundred FiftyOne

Only

Bd-T.57, P.

No.511

,411/110






Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any

Sr.

No.



Estimate

Rate

Rupees in

figure

UNIT or

Per


estimated

but may be

more or less


according to

estimated

Quantities


Engineer in

charge















Engineer in

charge


Engineer in

charge

Total

Estimated

cost of Asst.

Professor

Quater =

6593906.99

Say 6593907.00



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any











No.259

,1/9











Rate in WordsUNIT or

Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.

CIVIL WORK -

BDA - EXCAVATION

Subwork No-21

Name of Work : Construction of SRA and JRA quater in the campus of Agriculture College,at Muktianagar , Dist. Jalgaon,

for Mahatma Phule Krushi Vidyapeeth, Rahuri

Schedule - B

ITEM DESCRIPTION Quantity

estimated

but may be

more or less



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less


259

,5/10










259

,13/12


259

,13/12




complete.


262

RA




complete.


263

RA




complete.


263

RA



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less








be allowed)


No.287

RA












EightyEight Only

Bd-F.3, P.

No.298 & B.7,

P.No. 38

RA





Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less










SeventyEight Only

Bd-F.5, P.

No.300 & B.7,

P.No. 38

RA

12.586 Fisrt Floor - 7250.00 Cum 91245.60 Rupees Seven Thousand Two Hundred

Fifty Only

Bd-F.5, P.

No.300 & B.7,

P.No. 38

RA

4.637 Second Floor - 7322.00 Cum 33950.65 Rupees Seven Thousand Three


Bd-F.5, P.

No.300 & B.7,

P.No. 38

RA









complete.


FiftyThree Only

Bd-F.6, P.

No.300 & B.7,

P.No. 38

RA



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

22.433 First Floor - 7326.00 164341.15 Rupees Seven Thousand Three


Bd-F.6, P.

No.300 & B.7,

P.No. 38

Add 1% for lift

charges

2.919 Second Floor - 7398.00 21592.54 Rupees Seven Thousand Three


Bd-F.6, P.

No.300 & B.7,

P.No. 38

Add 1% for lift

charges











Eighteen Only

Bd-F.8, P.

No.302 & B.7,

P.No. 38

RA


NinetyThree Only

Bd-F.8, P.

No.302 & B.7,

P.No. 38

Add 1% for lift

charges


SixtyEight Only

Bd-F.8, P.

No.302 & B.7,

P.No. 38

Add 1% for lift

charges



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less










Eighteen Only

Bd-F.9, P.

No.303 & B.7,

P.No. 38

RA


NinetyThree Only

Bd-F.9, P.

No.303 & B.7,

P.No. 38

Add 1% for lift

charges


SixtyEight Only

Bd-F.9, P.

No.303 & B.7,

P.No. 38

Add 1% for lift

charges









Sixteen Only

Bd-F.11, P.

No.304 & B.7,

P.No. 38

RA



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less


Seven Only

Bd-F.11, P.

No.304 & B.7,

P.No. 38

Add 1% for lift

charges










3.077 Second Floor - 5016.00 Cum 15436.24 Rupees Five Thousand Sixteen Only Bd-F.12, P.

No.304 & B.7,

P.No. 38

RA












Bd-F.17, P.

No.306

,130/43



Bd-F.17, P.

No.306

Add 1% for lift

charges



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

2.114 Second Floor - 54910.00 MT 116068.86 Rupees FiftyFour Thousand Nine

Hundred Ten Only

Bd-F.17, P.

No.306

Add 1% for lift

charges









Seventy Only

Bd-G.1, P.

No.313

RA







Seventy Only

Bd-G.5, P.

No.315

RA


ThirtyFour Only

Bd-G.5, P.

No.315

Add 1% for lift

charges


NinetySeven Only

Bd-G.5, P.

No.315

Add 1% for lift

charges

BDG - Brick work



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less










No.316

RA

139.507 First Floor - 925.00 SQM 129043.98 Rupees Nine Hundred TwentyFive Only Bd-G.7, P.

No.316

Add 1% for lift

charges





complete.


No.367

RA


No.367

Add 1% for lift

charges

15.840 Second Floor - 155.00 Cum 2455.20 Rupees One Hundred FiftyFive Only Bd-L.1, P.

No.367

Add 1% for lift

charges



complete.


No.370

,197/62




Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less


TwentySeven Only

Bd-L.10, P.

No.370

Add 1% for lift

charges


Only

Bd-L.10, P.

No.370

Add 1% for lift

charges

22 Providing internal cement plaster 20 mm thick




complete.


No.368

RA


No.368

Add 1% for lift

charges

46.260 Second Floor - 216.00 Cum 9992.16 Rupees Two Hundred Sixteen Only Bd-L.2, P.

No.368

Add 1% for lift

charges



complete.


No.370

,197/62


TwentySeven Only

Bd-L.10, P.

No.370

Add 1% for lift

charges


Only

Bd-L.10, P.

No.370

Add 1% for lift

charges



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

24











complete.

415.366 Ground Floor - 324.00 Sqm 134578.58Rupees Three Hundred TwentyFour

Only

Bd-L.7, P.

No.369RA

382.474 First Floor - 327.00 Sqm 125069.00Rupees Three Hundred TwentySeven

Only

Bd-L.7, P.

No.369

Add 1% for lift

charges

379.727 Second Floor - 330.00 Sqm 125309.91 Rupees Three Hundred Thirty Only Bd-L.7, P.

No.369

Add 1% for lift

charges

25

Providing and fixing about 30cm width






complete


As Directed by

Engineer in

charge

108.960 First Floor - 89.89 Cum 9794.41Rupees EightyNine Paise EightyNine

Only

Add 1% for lift

charges

As Directed by

Engineer in

charge



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

26








As Directed by

Engineer in

charge

599.514 First Floor - 17.17 Sqm 10293.66Rupees Seventeen Paise Seventeen

Only

Add 1% for lift

charges

As Directed by

Engineer in

charge

62.100 Second Floor - 17.34 Sqm 1076.81Rupees Seventeen Paise ThirtyFour

Only

Add 1% for lift

charges

As Directed by

Engineer in

charge

27

Providing and applying Plastic emulsion paint






No.414,331/90


No.414

Add 1% for lift

charges

62.100 Second Floor - 66.00 Sqm 4098.60 Rupees SixtySix Only Bd-P.6, P.

No.414

Add 1% for lift

charges



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

28









As Directed by

Engineer in

charge

382.474 First Floor - 212.00 Cum 81084.49 Rupees Two Hundred Twelve Only Add 1% for lift

charges

As Directed by

Engineer in

charge

379.727 Second Floor - 214.00 Cum 81261.58 Rupees Two Hundred Fourteen Only Add 1% for lift

charges

As Directed by

Engineer in

charge

29





As Directed by

Engineer in

charge

72.00 First Floor - 21.21 Rmt 1527.12Rupees TwentyOne Paise TwentyOne

Only

Add 1% for lift

charges

As Directed by

Engineer in

charge

20.10 Second Floor - 21.42 Rmt 430.54Rupees TwentyOne Paise FourtyTwo

Only

Add 1% for lift

charges

As Directed by

Engineer in

charge



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

30




etc. complete.

Ground Floor -


As Directed by

Engineer in

charge


As Directed by

Engineer in

charge

10.00 150 mm wide 40.00 Rmt 400.00 Rupees Fourty Only 207/63

As Directed by

Engineer in

charge

First Floor -

10.00 75 mm wide 21.21 Rmt 212.10Rupees TwentyOne Paise TwentyOne

Only

Add 1% for lift

charges

As Directed by

Engineer in

charge

10.00 100 mm wide 27.27 Rmt 272.70Rupees TwentySeven Paise

TwentySeven Only

Add 1% for lift

charges

As Directed by

Engineer in

charge


charges

As Directed by

Engineer in

charge

Second Floor -

5.00 75 mm wide 21.42 Rmt 107.10Rupees TwentyOne Paise FourtyTwo

Only

Add 1% for lift

charges

As Directed by

Engineer in

charge

5.00 100 mm wide 27.54 Rmt 137.70Rupees TwentySeven Paise FiftyFour

Only

Add 1% for lift

charges

As Directed by

Engineer in

charge



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

5.00 150 mm wide 40.80 Rmt 204.00 Rupees Fourty Paise Eighty Only Add 1% for lift

charges

As Directed by

Engineer in

charge

31



black / Amba white/ cat barry brown / RBI red

/ Ocean brown granite stone partition with



Sixty Only

Bd-M.35, P.

No.393RA


NinetyThree Only

Bd-M.35, P.

No.393

Add 1% for lift

charges

32




x 590mm to 605mm of 8 to 10mm thickness

and confirming to IS 15, 622 - 2, 006 ( Group

Bla) of approved make, shade and pattern for






No.385RA


No.385

Add 1% for lift

charges



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

33




x 590mm to 605mm of 8 to 10mm thickness

and confirming to IS 15, 622 - 2, 006 ( Group

Bla) of approved make, shade and pattern for

Skirting in required position laid on a bed of 1:4



complete. Rustic MAtt Finish


No.385RA


No.385

Add 1% for lift

charges

34









108.990 Ground Floor - 872.00 Sqm 95039.28Rupees Eight Hundred SeventyTwo

Only

Bd-M.13, P.

No.386RA


No.386

Add 1% for lift

charges



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

35

Providing and Antiskid tiles of approved







complete.


16.020 First Floor - 672.00 Sqm 10765.44 Rupees Six Hundred SeventyTwo Only Bd-M.12,Add 1% for lift

charges

36

Providing and fixing machine cut polished











Sixty Only

Bd-M.22, P.

No.390RA


NinetyThree Only

Bd-M.22, P.

No.390

Add 1% for lift

charges



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

37

Providing and Preparing kitchen otta made up

from 30mm thick and 75mm cm width one

side polished kadappa top 75cm heigh




side polished kadappa with facia patti of 20 x

50mm kadappa including all material labour

cutting fixing with cement mortar and araldite

curing polished and cleaning etc. complete.

8.10 Ground Floor - 2379.00 Sqm 19269.90Rupees Two Thousand Three Hundred

SeventyNine Only

Bd-M.35, P.

No.393,248/73

8.10 First Floor - 2403.00 Sqm 19464.30Rupees Two Thousand Four Hundred

Three Only

Bd-M.35, P.

No.393

Add 1% for lift

charges

38

Providing and Laying Telephone black / Amba

White / catbary Brown / RBI red / Ocean

Brown granite stone of 18 to 20mm thick for

door frame windows frame boxing etc. on

C.m. 1:6 including filing joints with polymer

base filler nosing the sharp edges wherever

necessary, specification.


Sixty Only Bd-M.12 RA


NinetyThree Only Bd-M.12

Add 1% for lift

charges



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

39






















ThirtyFive Only ,424/113

As Directed by

Engineer in

charge


SeventyNine Only

Add 1% for lift

charges

As Directed by

Engineer in

charge



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

40










4.32 Ground Floor - 2840.00 Sqm 12268.80Rupees Two Thousand Eight Hundred

Fourty Only ,444/119

As Directed by

Engineer in

charge

4.32 First Floor - 2868.00 Sqm 12389.76Rupees Two Thousand Eight Hundred

SixtyEight Only

Add 1% for lift

charges

As Directed by

Engineer in

charge

41







EightyFour Only

Bd-U.1, P.

No.537,407/125

33.30 First Floor - 1600.00 Sqm 53280.00Rupees One Thousand Six Hundred

Only

Bd-U.1, P.

No.537

Add 1% for lift

charges



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

42











FiftyEight Only

Bd-U.2, P.

No.537,759/175

17.28 First Floor - 3998.00 Rmt 69085.44Rupees Three Thousand Nine Hundred

NinetyEight Only

Bd-U.2, P.

No.537

Add 1% for lift

charges

43














Fifteen Only

Bd-T.34, P.

No.499,397/106



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less


SeventyTwo Only

Bd-T.34, P.

No.499

Add 1% for lift

charges

7.560 Second Floor - 5829.00 Sqm 44067.24Rupees Five Thousand Eight Hundred

TwentyNine Only

Bd-T.34, P.

No.499

Add 1% for lift

charges

44









engineer-in-charge.

25.000 Ground floor - 563.00 RMT 14075.00 Rupees Five Hundred SixtyThree Only ,437/117

As Directed by

Engineer in

charge

28.000 First Floor - 568.00 RMT 15904.00 Rupees Five Hundred SixtyEight Only Add 1% for lift

charges

As Directed by

Engineer in

charge

16.000 Second Floor - 579.00 RMT 9264.00Rupees Five Hundred SeventyNine

Only

Add 1% for lift

charges

As Directed by

Engineer in

charge

45









Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

Ground Floor -


No.551

,491-496/129-

130


No.551

,491-496/129-

130


No.551

,491-496/129-

130

25.00 32 mm GI Pipe - 321.00 Rmt 8025.00Rupees Three Hundred TwentyOne

Only

Bd-V.5, P.

No.551

,491-496/129-

130

50.00 40 mm GI Pipe - 378.00 Rmt 18900.00Rupees Three Hundred SeventyEight

Only

Bd-V.5, P.

No.551

,491-496/129-

130

64.00 50 mm GI Pipe - 471.00 Rmt 30144.00Rupees Four Hundred SeventyOne

Only

Bd-V.5, P.

No.551

,491-496/129-

130

46







Ground Floor -


No.551

,478-488/128-

129


No.551

,478-488/128-

129


No.551

,478-488/128-

129


No.551

,478-488/128-

129

30.00 40 mm GI Pipe - 393.00 Rmt 11790.00Rupees Three Hundred NinetyThree

Only

Bd-V.5, P.

No.551

,478-488/128-

129



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less


No.551

,478-488/128-

129

First Floor -

25.00 15 mm GI Pipe - 197.00 Rmt 4925.00Rupees One Hundred NinetySeven

Only

Bd-V.5, P.

No.551

,478-488/128-

129 add 1%

for FF


No.551

,478-488/128-

129

26.00 25 mm GI Pipe - 269.00 Rmt 6994.00 Rupees Two Hundred SixtyNine Only Bd-V.5, P.

No.551

,478-488/128-

129


No.551

,478-488/128-

129

30.00 40 mm GI Pipe - 397.00 Rmt 11910.00Rupees Three Hundred NinetySeven

Only

Bd-V.5, P.

No.551

,478-488/128-

129


No.551

,478-488/128-

129

47




Ground Floor -


No.555,511/132

First Floor -


No.555

Add 1% for

lift charges

2.00 50mm - 722.00 No 1444.00Rupees Seven Hundred TwentyTwo

Only

Bd-V.9, P.

No.555,514/132



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

48




complete.


No.556,517/133


No.556

Add 1% for

lift charges

49






nut etc. complete.

4.00 Ground Floor - 3756.00 No 15024.00Rupees Three Thousand Seven

Hundred FiftySix Only ,612/147

As Directed by

Engineer in

charge

4.00 First Floor - 3794.00 No 15176.00Rupees Three Thousand Seven


Add 1% for

lift charges

As Directed by

Engineer in

charge

50







As Directed by

Engineer in

charge



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

4.00 First Floor - 1180.00 No 4720.00Rupees One Thousand One Hundred

Eighty Only

Add 1% for

lift charges

As Directed by

Engineer in

charge

51








4.00 Ground Floor - 1606.00 No 6424.00Rupees One Thousand Six Hundred Six

Only ,415/143

As Directed by

Engineer in

charge

4.00 First Floor - 1622.00 No 6488.00Rupees One Thousand Six Hundred

TwentyTwo Only

Add 1% for

lift charges

As Directed by

Engineer in

charge

52






8.00 First Floor - 938.00 No 7504.00 Rupees Nine Hundred ThirtyEight Only Add 1% for

lift charges

As Directed by

Engineer in

charge



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

53







4.00 Ground Floor - 3130.00 No 12520.00Rupees Three Thousand One Hundred

Thirty Only ,638/152

As Directed by

Engineer in

charge

4.00 First Floor - 3161.00 No 12644.00Rupees Three Thousand One Hundred

SixtyOne Only

Add 1% for

lift charges

As Directed by

Engineer in

charge

54

Providing and fixing White glazed







wall.


FiftyEight Only

Bd-V.30, P.

No.565,527/134

4.00 First Floor - 2584.00 No 10336.00Rupees Two Thousand Five Hundred

EightyFour Only

Bd-V.30, P.

No.565

Add 1% for

lift charges




As Directed by

Engineer in

charge



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

8.00 First Floor - 657.00 No 5256.00 Rupees Six Hundred FiftySeven Only Add 1% for

lift charges

As Directed by

Engineer in

charge

56





166.00 110mm dia - 357.00 Rmt 59262.00 Rupees Three Hundred FiftySeven Only ,559/139

As Directed by

Engineer in

charge

57







RCC Cover


NinetyThree Only

Bd-V.43, P.

No.574,545/137


FiftySeven Only

Bd-V.43, P.

No.574,456/137

58 2.00




and laying)

6760.00 No 13520.00Rupees Six Thousand Seven Hundred

Sixty Only

Bd-V.45, P.

No.575,549/138



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

60








45.36 First Floor - 683.00 Sqm 30980.88 Rupees Six Hundred EightyThree Only RA

As Directed by

Engineer in

charge


lift charges

As Directed by

Engineer in

charge

61





complete.


As Directed by

Engineer in

charge

62









No.559,520/133



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

63 8000.00








As Directed by

Engineer in

charge

64 136.86







complete.h


As Directed by

Engineer in

charge

65 497.040





liters of emulsion concentrates of 0.5 persent of


years guarantee.E


As Directed by

Engineer in

charge

66 61.008









As Directed by

Engineer in

charge



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

67 191.520



the top surface of plinth filling at the rate of 5

liter of emulsion concentrates of 0.5 persent of

Hephoclore per Sq.m. of surface area


12.00 Sqm 2298.24 Rupees Twelve Only ,742/172

As Directed by

Engineer in

charge



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

68 107.680









84.80 Sqm 9131.26 Rupees EightyFour Paise Eighty Only I.No.-45, P.No-

120

As Directed by

Engineer in

charge

69







No.573,540/136


No.573,541/136


No.573,542/136



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

71





Without chambe)

1.00 4350.00 No 4350.00Rupees Four Thousand Three Hundred

Fifty Only Bd-V ,501/131

72



brick bat

2.00 685.00 No 1370.00 Rupees Six Hundred EightyFive Only Bd-V ,550/138

73

Providing and fixing chromium plated towel



4.00 Ground Floor - 170.00 No 680.00 Rupees One Hundred Seventy Only Bd-V ,562/140

4.00 First Floor - 172.00 No 688.00 Rupees One Hundred SeventyTwo Only Bd-VAdd 1% for

lift charges

74



channels of 18x*x3mm

5.04 Ground Floor - 2451.00 Sqm 12353.04Rupees Two Thousand Four Hundred

FiftyOne Only Bd-T ,411/110

75


superior type Belgium mirror with 16mm dia

4.00 Ground Floor - 407.00 No 1628.00 Rupees Four Hundred Seven Only Bd-V ,551/138



Speci. Clause

No.

Page & Item

No. In PWD

DSR

Addittional

Identity if any




Per

Total AMOUNT

according to

estimated

Quantities

Estimate

Rate

Rupees in

figure

Sr.

No.


estimated

but may be

more or less

4.00 First Floor - 411.00 No 1644.00 Rupees Four Hundred Eleven Only Bd-VAdd 1% for

lift charges

76















As Directed by

Engineer in

charge


As Directed by

Engineer in

charge

Total Rs. 8564689.87

Say 8564690.00



Speci. Clause No. Page & Item No.

In PWD DSR

Addittional

Identity if any










43.41 a. Lift upto 1.5 m. 115.00 Cum 4992.07 Rupees One Hundred Fifteen Only Bd.A.1, P. No.259 ,1/9









35.42 a. Lift upto 1.5 m. 132.00 Cum 4675.97 Rupees One Hundred ThirtyTwo Only Bd.A.2, P. No. 259 ,5/10









17.71 a. Lift upto 1.5 m 305.00 Cum 5402.16 Rupees Three Hundred Five Only Bd.A.4, P. No. 259 ,13/12

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



CIVIL WORK -

BDA - EXCAVATION


Rate

Rupees in

figure

Rate in Words

Subwork No-23

Name of Work : Construction of Lab Incharge quater in the campus of Agriculture College,at Muktainagar, Dist. Jalgaon, for

Mahatma Phule Krushi Vidyapeeth, Rahuri

Schedule B.Sr. No. Quantity

estimated

but may

be more




In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities


Vol. II 1981 EditionITEM DESCRIPTION Estimate

Rate

Rupees in

figure

Rate in WordsSr. No. Quantity

estimated

but may

be more




complete.


262

RA




complete.


263

RA




complete.

702.00 Cum 19805.36 Bd-A 11, P. No.

263

RA








be allowed)

4089.00 Cum 126355.62 Rupees Four Thousand EightyNine Only Bd-E.1, P. No.287 RA





In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more








curing roughening the surface if special finish is

to provide ( Excluding reinforcement and



EightyEight Only

Bd-F.3, P. No.298

& B.7, P.No. 38

RA










SeventyEight Only

Bd-F.5, P. No.300

& B.7, P.No. 38

RA

6.62 Fisrt Floor - 7250.00 Cum 48024.00 Rupees Seven Thousand Two Hundred Fifty

Only

Bd-F.5, P. No.300

& B.7, P.No. 38

Add 1% for lift

charges

2.57 Second Floor - 7322.00 Cum 18794.11 Rupees Seven Thousand Three Hundred

TwentyTwo Only

Bd-F.5, P. No.300

& B.7, P.No. 38

Add 1% for lift

charges









complete.


FiftyThree Only

Bd-F.6, P. No.300

& B.7, P.No. 38

RA





In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more

14.61 First Floor - 7326.00 107058.85 Rupees Seven Thousand Three Hundred

TwentySix Only

Bd-F.6, P. No.300

& B.7, P.No. 38

Add 1% for lift

charges

1.46 Second Floor - 7398.00 10823.16 Rupees Seven Thousand Three Hundred

NinetyEight Only

Bd-F.6, P. No.300

& B.7, P.No. 38

Add 1% for lift

charges











Eighteen Only

Bd-F.8, P. No.302

& B.7, P.No. 38

RA


NinetyThree Only

Bd-F.8, P. No.302

& B.7, P.No. 38

Add 1% for lift

charges


SixtyEight Only

Bd-F.8, P. No.302

& B.7, P.No. 38

Add 1% for lift

charges










Eighteen Only

Bd-F.9, P. No.303

& B.7, P.No. 38

RA


NinetyThree Only

Bd-F.9, P. No.303

& B.7, P.No. 38

Add 1% for lift

charges


SixtyEight Only

Bd-F.9, P. No.303

& B.7, P.No. 38

Add 1% for lift

charges




In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more








0.15 Ground Floor - 9116.00 Cum 1353.73 Rupees Nine Thousand One Hundred Sixteen

Only

Bd-F.11, P. No.304

& B.7, P.No. 38

RA

0.15 First Floor - 9207.00 Cum 1367.24 Rupees Nine Thousand Two Hundred Seven

Only

Bd-F.11, P. No.304

& B.7, P.No. 38

Add 1% for lift

charges

0.15 Second Floor - 9298.00 Cum 1380.75 Rupees Nine Thousand Two Hundred

NinetyEight Only

Bd-F.11, P. No.304

& B.7, P.No. 38

Add 1% for lift

charges




In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more










1.04 First Floor - 5016.00 Cum 5228.48 Rupees Five Thousand Sixteen Only Bd-F.12, P. No.304

& B.7, P.No. 38

RA










12.94 Ground Floor - 53834.00 MT 696870.35 Rupees FiftyThree Thousand Eight Hundred

ThirtyFour Only

Bd-F.17, P. No.306 ,130/43

2.93 First Floor - 54372.00 MT 159422.15 Rupees FiftyFour Thousand Three Hundred

SeventyTwo Only


charges

1.03 Second Floor - 54910.00 MT 56355.45 Rupees FiftyFour Thousand Nine Hundred Ten

Only


charges




In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more








6170.00 Cum 79835.99 Rupees Six Thousand One Hundred Seventy

Only







36.83 Ground Floor - 6370.00 Cum 234599.43 Rupees Six Thousand Three Hundred Seventy

Only


36.83 First Floor - 6434.00 Cum 236956.47 Rupees Six Thousand Four Hundred ThirtyFour

Only


charges


NinetySeven Only


charges









59.89 Ground Floor - 916.00 SQM 54857.87 Rupees Nine Hundred Sixteen Only Bd-G.7, P. No.316 RA

59.89 First Floor - 925.00 SQM 55396.86 Rupees Nine Hundred TwentyFive Only Bd-G.7, P. No.316 Add 1% for lift

charges

BDG - Brick work




In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more








61.63 First Floor - 683.00 Sqm 42093.43 Rupees Six Hundred EightyThree Only RA As Directed by

Engineer in

charge

61.63 Second Floor - 686.00 Sqm 42278.32 Rupees Six Hundred EightySix Only Add 1% for lift

charges

As Directed by

Engineer in

charge





complete.


Engineer in

charge





complete.

118.61 Ground Floor - 152.00 Cum 18028.95 Rupees One Hundred FiftyTwo Only Bd-L.1, P. No.367 RA

118.61 First Floor - 154.00 Cum 18266.17 Rupees One Hundred FiftyFour Only Bd-L.1, P. No.367 Add 1% for lift

charges

19.69 Second Floor - 155.00 Cum 3052.68 Rupees One Hundred FiftyFive Only Bd-L.1, P. No.367 Add 1% for lift

charges



complete.


118.61 First Floor - 27.27 Cum 3234.54 Rupees TwentySeven Paise TwentySeven

Only


charges

19.69 Second Floor - 27.54 Cum 542.39 Rupees TwentySeven Paise FiftyFour Only Bd-L.10, P. No.370 Add 1% for lift

charges






In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more



complete.


341.97 First Floor - 27.27 Cum 9325.60 Rupees TwentySeven Paise TwentySeven

Only


charges

49.09 Second Floor - 27.54 Cum 1351.96 Rupees TwentySeven Paise FiftyFour Only Bd-L.10, P. No.370 Add 1% for lift

charges





complete.

341.97 Ground Floor - 212.00 Cum 72498.23 Rupees Two Hundred Twelve Only Bd-L.2, P. No.368 RA

341.97 First Floor - 214.00 Cum 73182.18 Rupees Two Hundred Fourteen Only Bd-L.2, P. No.368 Add 1% for lift

charges

49.09 Second Floor - 216.00 Cum 10603.61 Rupees Two Hundred Sixteen Only Bd-L.2, P. No.368 Add 1% for lift

charges











complete.

258.60 Ground Floor - 324.00 Sqm 83787.76 Rupees Three Hundred TwentyFour Only Bd-L.7, P. No.369 RA

276.95 First Floor - 327.00 Sqm 90561.41 Rupees Three Hundred TwentySeven Only Bd-L.7, P. No.369 Add 1% for lift

charges

112.45 Second Floor - 330.00 Sqm 37107.35 Rupees Three Hundred Thirty Only Bd-L.7, P. No.369 Add 1% for lift

charges







complete




In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more


Engineer in

charge


charges

As Directed by

Engineer in

charge

20.40 Second Floor - 91.00 Cum 1856.40 Rupees NinetyOne Only Add 1% for lift

charges

As Directed by

Engineer in

charge




In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more




etc. complete.

Ground Floor -


Engineer in

charge


Engineer in

charge

10.00 150 mm wide 40.00 Rmt 400.00 Rupees Fourty Only 207/65 As Directed by

Engineer in

charge

First Floor -

10.00 75 mm wide 21.21 Rmt 212.10 Rupees TwentyOne Paise TwentyOne Only Add 1% for lift

charges

As Directed by

Engineer in

charge

10.00 100 mm wide 27.27 Rmt 272.70 Rupees TwentySeven Paise TwentySeven

Only

Add 1% for lift

charges

As Directed by

Engineer in

charge


charges

As Directed by

Engineer in

charge

Second Floor -

5.00 75 mm wide 21.42 Rmt 107.10 Rupees TwentyOne Paise FourtyTwo Only Add 1% for lift

charges

As Directed by

Engineer in

charge

5.00 100 mm wide 27.64 Rmt 138.20 Rupees TwentySeven Paise SixtyFour Only Add 1% for lift

charges

As Directed by

Engineer in

charge

5.00 150 mm wide 40.80 Rmt 204.00 Rupees Fourty Paise Eighty Only Add 1% for lift

charges

As Directed by

Engineer in

charge





Engineer in

charge


charges

As Directed by

Engineer in

charge




In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more

2.20 Second Floor - 21.32 Rmt 46.90 Rupees TwentyOne Paise ThirtyTwo Only Add 1% for lift

charges

As Directed by

Engineer in

charge










No.386

RA


No.386

Add 1% for lift

charges

31 Providing and fixing machine cut polished 18mm to

20mm thick telephone black / Amba White / Cat

bary brown / RBI red / Ocean Brown granite stone

for treads and resers of steps and staircase of

approved colour and shade with rounded

moulding and three grooved line for the treads on

bed of 1:4 cement mortar including float silling joints

with neat cement slurry curing polishing and


8.72 Ground Floor - 3260.00 Sqm 28440.24 Rupees Three Thousand Two Hundred Sixty

Only

Bd-M.22, P.

No.390

RA


NinetyTwo Only

Bd-M.22, P.

No.390

Add 1% for lift

charges

8.40 Second Floor - 3325.00 Sqm 27930.00 Rupees Three Thousand Three Hundred

TwentyFive Only

Bd-M.22, P.

No.390

Add 1% for lift

charges



black / Amba white/ cat barry brown / RBI red

/ Ocean brown granite stone partition with



Only

Bd-M.35, P.

No.393

RA


NinetyTwo Only

Bd-M.35, P.

No.393

Add 1% for lift

charges





In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more


from 30mm thick and 75mm cm width one

side polished kadappa top 75cm heigh




side polished kadappa with facia patti of 20 x

50mm kadappa including all material labour

cutting fixing with cement mortar and araldite

curing polished and cleaning etc. complete.


SeventyNine Only

Bd-M.35, P.

No.393

,248/73

8.76 First Floor - 2403.00 Sqm 21050.28 Rupees Two Thousand Four Hundred Three

Only

Bd-M.35, P.

No.393

Add 1% for lift

charges












No.385

RA


No.385

Add 1% for lift

charges

9.72 Second Floor - 816.00 Sqm 7933.72 Rupees Eight Hundred Sixteen Only Bd-M.12, P.

No.385

Add 1% for lift

charges














In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more


No.385

RA


No.385

Add 1% for lift

charges

1.89 Second Floor - 898.00 Sqm 1693.63 Rupees Eight Hundred NinetyEight Only Bd-M.12, P.

No.385

Add 1% for lift

charges







complete.h


Engineer in

charge








complete.


10.08 First Floor - 672.00 Sqm 6773.76 Rupees Six Hundred SeventyTwo Only Bd-M.12, Add 1% for lift

charges



granite stone of 18 to 20mm thick for door frame

windows frame boxing etc. on C.m. 1:6 including

filing joints with polymer base filler nosing the sharp

edges wherever necessary, specification.


Only

Bd-M.12 RA


NinetyTwo Only


charges




In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more




necessary, preparing the surface by throughly

cleaning oil, grease, dirt and other foreign

matter and sand papering as required.


Engineer in

charge


charges

As Directed by

Engineer in

charge

68.79 Second Floor - 17.34 Sqm 1192.74 Rupees Seventeen Paise ThirtyFour Only Add 1% for lift

charges

As Directed by

Engineer in

charge









Engineer in

charge

276.95 First Floor - 212.00 Cum 58712.59 Rupees Two Hundred Twelve Only Add 1% for lift

charges

As Directed by

Engineer in

charge

112.45 Second Floor - 214.00 Cum 24063.55 Rupees Two Hundred Fourteen Only Add 1% for lift

charges

As Directed by

Engineer in

charge

BDO - OIL PAINTING




In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more






460.58 Ground Floor - 65.00 Sqm 29937.98 Rupees SixtyFive Only Bd-P.6, P. No.414 ,331/90

460.58 First Floor - 65.65 Sqm 30237.36 Rupees SixtyFive Paise SixtyFive Only Bd-P.6, P. No.414 Add 1% for lift

charges

68.79 Second Floor - 66.00 Sqm 4539.84 Rupees SixtySix Only Bd-P.6, P. No.414 Add 1% for lift

charges

43 Providing and fixing M-40 grade thick vibrated pull

cast or similar type concrete frame with chamfer

conforming to I.S. 6524-1983 having 6 mm dia bars 3

Nos. And strips @250 mm c/c and fixing in wall with 6

Nos. of hold fast of 12 mm dia bars 500 mm long

including primer and oil painting etc, complete)

frame size 60 mm x 125 mm Spec. No.: As directed

by engineer-in-charge.

15.00 Ground floor - 563.00 RMT 8445.00 Rupees Five Hundred SixtyThree Only ,437/117 As Directed by

Engineer in

charge

20.00 First Floor - 568.00 RMT 11360.00 Rupees Five Hundred SixtyEight Only Add 1% for lift

charges

As Directed by

Engineer in

charge

18.00 Second Floor - 579.00 RMT 10422.00 Rupees Five Hundred SeventyNine Only Add 1% for lift

charges

As Directed by

Engineer in

charge


shutter without fanlight and shutter 35mm thick as

per drawing consisting of Ghana T.W. top rail size

100 x 35mm and bottom and lock rail 200 x 35mm

insert pannel 12mm thick commercial playfaced

T.W. partical board with phenol formaldehyde

synthetic resin (Generally confirming to ISI 3097)

excluding frame including iron oxidised fixture

fastening and T.W. beading at junction of pannels

inserts and as instructed by the Engineer in charge







In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more

21.00 Ground Floor - 5715.00 Sqm 120015.00 Rupees Five Thousand Seven Hundred Fifteen

Only

Bd-T.34, P. No.499 ,397/106

21.00 First Floor - 5772.00 Sqm 121212.00 Rupees Five Thousand Seven Hundred

SeventyTwo Only


charges

1.89 Second Floor - 5829.00 Sqm 11016.81 Rupees Five Thousand Eight Hundred

TwentyNine Only


charges

45 8.19 Providing and fixing collapsible steel gate in one /

two leaves with hot rolled vertical channels of

18x*x3mm minium size, crossing of M.S. flats of size

18x 5mm T or E section for runner of minium 40 x6mm

size for flange, M.S. flat for top runner of minium size

40x 12mm with roller wheels confirming to gate F.G.

150 fitted with snap headed rivets of minium size

6mm max spacing of vertical channels be 100mm

enclosed gate position and clear space of 150mm

between two sets of crossings with hold fasts,

stoppers, spaces, handles locking arrangement and

one coat fo red primer & oil painting etc. complete

2451.00 Sqm 20073.69 Rupees Two Thousand Four Hundred FiftyOne

Only

Bd-T.57, P. No.511 ,411/110



















wherever necessary etc. complete as



ThirtyFive Only


Engineer in

charge




In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more


SeventyNine Only

Add 1% for lift

charges

As Directed by

Engineer in

charge

1.80 Second Floor - 4523.00 Sqm 8141.40 Rupees Four Thousand Five Hundred

TwentyThree Only

Add 1% for lift

charges

As Directed by

Engineer in

charge










2.16 Ground Floor - 2840.00 Sqm 6134.40 Rupees Two Thousand Eight Hundred Fourty

Only


Engineer in

charge


SixtyEight Only

Add 1% for lift

charges

As Directed by

Engineer in

charge







EightyFour Only

Bd-U.1, P. No.537 ,407/125

20.52 First Floor - 1600.00 Sqm 32832.00 Rupees One Thousand Six Hundred Only Bd-U.1, P. No.537 Add 1% for lift

charges

1.80 Second Floor - 1616.00 Sqm 2908.80 Rupees One Thousand Six Hundred Sixteen

Only


charges


Stainless steel railing with 40 mm diameter and 1.5

mm thick at top,40mm diameter and 1.5mm thick

vertical supports spaced at 3.3m center to center

and two pipes of 12mm diameter fixed horizontally

including fabricating ,fixtures, errecting , necessary

welding , griding , finishing, buffing to stainless steel

pipe etc. complete.

BDU - IRON WORK




In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more


FiftyEight Only

Bd-U.2, P. No.537 ,759/175

3.90 First Floor - 3998.00 Rmt 15592.20 Rupees Three Thousand Nine Hundred

NinetyEight Only


charges

3.90 Second Floor - 4038.00 Rmt 15748.20 Rupees Four Thousand ThirtyEight Only Bd-U.2, P. No.537 Add 1% for lift

charges







Ground Floor -

55.00 15 mm GI Pipe - 195.00 Rmt 10725.00 Rupees One Hundred NinetyFive Only Bd-V.5, P. No.551 ,478-488/128-129

20.00 20 mm GI Pipe - 210.00 Rmt 4200.00 Rupees Two Hundred Ten Only Bd-V.5, P. No.551 ,478-488/128-129

20.00 25 mm GI Pipe - 266.00 Rmt 5320.00 Rupees Two Hundred SixtySix Only Bd-V.5, P. No.551 ,478-488/128-129

15.00 32 mm GI Pipe - 365.00 Rmt 5475.00 Rupees Three Hundred SixtyFive Only Bd-V.5, P. No.551 ,478-488/128-129

20.00 40 mm GI Pipe - 393.00 Rmt 7860.00 Rupees Three Hundred NinetyThree Only Bd-V.5, P. No.551 ,478-488/128-129

40.00 50 mm GI Pipe - 476.00 Rmt 19040.00 Rupees Four Hundred SeventySix Only Bd-V.5, P. No.551 ,478-488/128-129

First Floor -

25.00 15 mm GI Pipe - 197.00 Rmt 4925.00 Rupees One Hundred NinetySeven Only Bd-V.5, P. No.551 ,478-488/128-

129, ADD 1% lift

charges

20.00 20 mm GI Pipe - 212.00 Rmt 4240.00 Rupees Two Hundred Twelve Only Bd-V.5, P. No.551 ,478-488/128-129

20.00 25 mm GI Pipe - 269.00 Rmt 5380.00 Rupees Two Hundred SixtyNine Only Bd-V.5, P. No.551 ,478-488/128-129

15.00 32 mm GI Pipe - 369.00 Rmt 5535.00 Rupees Three Hundred SixtyNine Only Bd-V.5, P. No.551 ,478-488/128-129

20.00 40 mm GI Pipe - 397.00 Rmt 7940.00 Rupees Three Hundred NinetySeven Only Bd-V.5, P. No.551 ,478-488/128-129

20.00 50 mm GI Pipe - 481.00 Rmt 9620.00 Rupees Four Hundred EightyOne Only Bd-V.5, P. No.551 ,478-488/128-129





In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more







Ground Floor -

10.00 15 mm GI Pipe - 165.00 Rmt 1650.00 Rupees One Hundred SixtyFive Only Bd-V.5, P. No.551 ,491-496/129-130

25.00 20 mm GI Pipe - 191.00 Rmt 4775.00 Rupees One Hundred NinetyOne Only Bd-V.5, P. No.551 ,491-496/129-130

20.00 25 mm GI Pipe - 252.00 Rmt 5040.00 Rupees Two Hundred FiftyTwo Only Bd-V.5, P. No.551 ,491-496/129-130

15.00 32 mm GI Pipe - 321.00 Rmt 4815.00 Rupees Three Hundred TwentyOne Only Bd-V.5, P. No.551 ,491-496/129-130

20.00 40 mm GI Pipe - 378.00 Rmt 7560.00 Rupees Three Hundred SeventyEight Only Bd-V.5, P. No.551 ,491-496/129-130

30.00 50 mm GI Pipe - 471.00 Rmt 14130.00 Rupees Four Hundred SeventyOne Only Bd-V.5, P. No.551 ,491-496/129-130

52 Providing and fixing for 25mm dia water meter with

non return value including stainer, sockets/ union nut

and including water meter box making locking

arrangement and lock. ( Without chambe)

1.00 25 mm dia water meter 4350.00 Rmt 4350.00 Rupees Four Thousand Three Hundred Fifty

Only

Bd-V.7, P. No.554 ,501/131






Engineer in

charge

4.00 First Floor - 938.00 No 3752.00 Rupees Nine Hundred ThirtyEight Only Add 1% for lift

charges




Ground Floor -

2.00 25mm - 404.00 No 808.00 Rupees Four Hundred Four Only Bd-V.9, P. No.555 ,511/132

2.00 50mm - 722.00 No 1444.00 Rupees Seven Hundred TwentyTwo Only Bd-V.9, P. No.555 ,514/132




In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more

First Floor -

2.00 25mm - 408.00 No 816.00 Rupees Four Hundred Eight Only Bd-V.9, P. No.555 Add 1% for lift

charges

2.00 50mm - 729.00 No 1458.00 Rupees Seven Hundred TwentyNine Only Bd-V.9, P. No.555 Add 1% for lift

charges




complete.


No.556

,517/133


No.556

Add 1% for lift

charges









No.559

,520/133








wall.

4.00 Ground Floor - 2558.00 No 10232.00 Rupees Two Thousand Five Hundred FiftyEight

Only

Bd-V.30, P.

No.565

,527/134


EightyFour Only

Bd-V.30, P.

No.565

Add 1% for lift

charges







No.573

,540/136


No.573

,541/136




In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more


No.573

,542/136







RCC Cover


NinetyThree Only

Bd-V.43, P.

No.574

,545/137


FiftySeven Only

Bd-V.43, P.

No.574

,546/137

60 2.00 Providing Soak pit of Size 120cm x 120cm x 120cm

inluding excavation and filling with brick bat


No.576

,550/138

61 Providing and fixing 450mm x 550mm size superior

type Belgium mirror with 16mm dia. Nickel plated

towel rod. Etc. complete.


Engineer in

charge

4.00 First Floor - 411.00 No 1644.00 Rupees Four Hundred Eleven Only Add 1% for lift

charges

As Directed by

Engineer in

charge

62 Providing and fixing chromium plated towel rod




Engineer in

charge

4.00 First Floor - 572.00 No 2288.00 Rupees Five Hundred SeventyTwo Only Add 1% for lift

charges

As Directed by

Engineer in

charge






nut etc. complete.

4.00 Ground Floor - 3756.00 No 15024.00 Rupees Three Thousand Seven Hundred

FiftySix Only


Engineer in

charge




In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more

4.00 First Floor - 3794.00 No 15176.00 Rupees Three Thousand Seven Hundred

NinetyFour Only

Add 1% for lift

charges

As Directed by

Engineer in

charge






SixtyEight Only


Engineer in

charge

4.00 First Floor - 1180.00 No 4720.00 Rupees One Thousand One Hundred Eighty

Only

Add 1% for lift

charges

As Directed by

Engineer in

charge








4.00 Ground Floor - 1606.00 No 6424.00 Rupees One Thousand Six Hundred Six Only ,615/148 As Directed by

Engineer in

charge


TwentyTwo Only

Add 1% for lift

charges

As Directed by

Engineer in

charge







4.00 Ground Floor - 3130.00 No 12520.00 Rupees Three Thousand One Hundred Thirty

Only


Engineer in

charge

4.00 First Floor - 3161.00 No 12644.00 Rupees Three Thousand One Hundred

SixtyOne Only

Add 1% for lift

charges

As Directed by

Engineer in

charge




In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more








Engineer in

charge




Engineer in

charge

8.00 First Floor - 657.00 No 5256.00 Rupees Six Hundred FiftySeven Only Add 1% for lift

charges

As Directed by

Engineer in

charge

4.00 Second Floor - 663.00 No 2652.00 Rupees Six Hundred SixtyThree Only Add 1% for lift

charges

As Directed by

Engineer in

charge





48.00 110mm dia - 357.00 Rmt 17136.00 Rupees Three Hundred FiftySeven Only ,559/139 As Directed by

Engineer in

charge




and laying)

6760.00 No 13520.00 Rupees Six Thousand Seven Hundred Sixty

Only

Bd-V.45, P.

No.575

,549/138





liters of emulsion concentrates of 0.5 persent

of Aldrin per Sq.m. of surface area covering 10

years guarantee.E


Engineer in

charge

BDW - MISCELLANEOUS




In PWD DSR

Addittional

Identity if any

UNIT or

Per

Total AMOUNT

according to

estimated

Quantities



Rate

Rupees in

figure


estimated

but may

be more









Engineer in

charge










Engineer in

charge

75 Providing and fixing _____ mm diameter UPVC soil /

vent / waste SWR pipe of required diameter

conforming to IS-13592, and IS-4985 to withstand

continuous internal hydraulic pressure of 4 kg / cm2

including necessary fixtures and fittings, such as

bends, tees, single junctions, double junctions and

joining with rubber rings and lurbicants, on wall by

means of clips or in ground including necessary


complete. (Prior approval of sample and brand by

Ex. Engineer is necessary before use) As Directed by

Engineer in charge-


Engineer in

charge


Engineer in

charge

Total of Civil Work 5206500.03

Say 5305720.00



Item

No.

Particular of Items T. Qty Unit Rate Rate in words Amount

1 Cutting down the road side thorney Bushes (Wedi babhule, etc)having girth from 5

cm. To 20 cm. Including removing their roots, stacking and conveying , removing

vegetation including leveling the ground as directed for both sides of road etc

complete.(Page No.326, I.No. 1613)4710.34 Sqm 8.00 Rupees eight only 37682.72

2 Excavation for road way in by mechanical means earth soil of all sorts sand,

gravel, soft murum and hard murum, hard murum with boulders including dressing

section to the required grade, camber and side slopes and conveying the excavated

materialswith all lifts upto a lead of 50m. and spreading for embankment or

stacking etc. as directed by Engineer in charge. Spec. No. : Rd.2 Page No.

180.(Page No.304, I.No. 1478)Rupees FALSE

side gutter Rupees FALSE

819.30 cum 36.00 Rupees thirty-six only 29494.80

3 Excavation for roadway by mechanical means in soft rock, including dressing


materials with all lifts upto alead of 50m. and spreading or stacking as

directed.Spec. No. : Rd.5 (MORT and H 2001 Clause No. 301) Page No.184.(Page

No.304, I.No. 1481)

1638.59 cum 199.00 Rupees one hundred ninety-nine only 326079.41

4 Providing earth work for embankment with approved materials obtained from

excavation by mechanical means from Departmental land or the sources including

all lifts and leads,laying in layers of 20 cm to 30 cm. thickness breaking clods

dressing to the required lines, curves, grades and sections and compacting with

power roller etc. Complete as directed by Engineer in charge b) lead of 50 to 300m.

complete.Spec. No. : Rd.12 (MORT and H 2001 Cl.No. 305) Page No. 189.(Page

No.313, I.No. 1529)(8.10+4.50)/2=6.30 mtr

add quantity of item no 2 + 3

4532.44 cum 72.00 Rupees seventy-two only 326335.68

5 Conveying materials obtained from road cutting including all lifts, laying in layers,

breaking clods, dressing to the required lines, curves, grades and section from the

site of excavation to the site of deposition as directed with lead of over 50 to 300

m.Spec. No. : Rd.18 Page No. 196.(Page No.314, I.No. 1534)

add quantity of item no 2 + 3 2457.89 cum 29.00 Rupees twenty-nine only 71278.81

6 Supplying hard murum / kankar at the road side, including conveying and stacking

complete. Spec. No. : Rd.23 Page No. 202. (Page No.317, I.No. 1551)

1)

For 60mm metal 1493.28 Cum 437.00 Rupees four hundred thirty-seven only 652563.36

SCHEDULE-B

Name of work: -

PROVIDING APPROCH ROAD FOR AGRICULTURAL COLLEGE, AT MUKTAINAGAR, DIST- JALGAON.

Subwork No- 26

Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00

7 Compacting the hard murum side widths with power roller including artificial

watering complete. (Note : Rate is for actual area compacted) Spec. No. : Rd.40

Page No. 211.(Page No.319, I.No. 1574)

5512.10 Sqm 8.00 Rupees eight only 44096.80

8 Supplying trap/ granite/ quartzite/ gneiss stone metal of 60 mm size by bringing

the rubble / boulders at the road side, breaking them to required gradation including

conveying rubble / boulders and stacking broken metal etc. complete a) By breaking

rubble obtained by blasting ( Hand Broken).Spec. No. : Rd.19 Page No.

197.(Page No.316, I.No. 1546)60 mm layer loose 150mm compacted 100mm

942.07 Cum 596.00 Rupees five hundred ninety-six only 561473.72

9 Supplying trap/ granite/ quartzite/ gneiss stone metal of 40 mm size by bringing the

rubble / boulders at the road side, breaking them to required gradation including

conveying rubble / boulders and stacking broken metal etc. complete a) By

breaking rubble obtained by blasting. (Hand Broken).Spec. No. : Rd.19 Page No.

197.(Page No.316, I.No. 1547)40 mm layer loose 100mm compacted 75mm

450.99 Cum 617.00 Rupees six hundred seventeen only 278260.83

10 Spreading 40mm metal including sectioning complete.

Spec. No. : Rd.34 Page No. 208.(Page No.317, I.No. 1557)

Qty same as Item No. 4 942.07 Cum 36.00 Rupees thirty-six only 33914.52

11 Spreading 60mm /80 mm metal including sectioning complete. Spec. No. :

Rd.29Page No. 205 (Page No.318, I.No. 1558)

Qty same as Item No. 5 450.99 Cum 38.00 Rupees thirty-eight only 17137.62

12 Supplyig soft murum at the road side, including conveying and stacking

complete.(Page No.317, I.No. 1552)

225.50 Cum 432.00 Rupees four hundred thirty-two only 97416.00

13 Spreading hard murum, soft murum, gravel, sand for various works complete.(Page

No.317, I.No. 1556)

Qty Saem Item No. 8 225.50 Cum 20.00 Rupees twenty only 4510.00

14 Compacting the subgrade/ gravel/ oversize metal/ (200 loose) layers with power

roller including necessary, labour, materials and artificial watering complete. (Page

No.319, I.No. 1569)

60 mm over size metal 4509.90 Sqm 15.00 Rupees fifteen only 67648.50

15 Compacting the subgrade/ gravel/ oversize metal/ (100 loose) layers with power

roller including necessary, labour, materials and artificial watering complete. (Page

No.318, I.No. 1567)

40 mm size metal 4509.90 Sqm 11.00 Rupees eleven only 49608.90


16 Providing and laying 75 mm thick built-up spray grout over existing water bound

macadam surface including thoroughly cleaning the water bound macadam surface

by using mechanical broom or approved equipment, applying tack coat of emulsion

at the rate of .4 kg/sqm, spreading coarse aggregates at the rate of 0.05 cum/sqm

area and compacting metal layer to desired degree of compaction so that the

surface is uniform and free from deformities, applying binder bulk asphalt of 60/70

grade at the rate of 1.5 kg/sqm in uniform manner with the help of mechanical

sprayer then spreading coarse aggregates of second layer at the rate of 0.05cum/sqm

area and compacting, applying binder bulk asphalt of 60/70 grade at the rate of 1.5

kg/sqm in uniform manner with the help of mechanical sprayer then spreading key

aggregate at the rate of 0.013 cum/sqm. area immediately after second spray of

binder and rolling untill the entire coarse is thoroughly compacted and key

aggregates firmly in position etc. complete.Spec. No. : MORT and H 2001 Cl.No.

506.Spec. No.: As directed by Engineer in harge.(Page No.333, I.No. 1656)

4509.90 Sqm 251.00 Rupees two hundred fifty-one only 1131984.90

17 Providing 25 mm. thick open graded premix bituminous carpet,with 60/70 grade

bitumen at 1.825 Kg/Sqm including supplying all material, mixing in drum mix

plant, as directed, preparing &cleaning the base, heating bitumen, applying tack

coat at 0.30 kg/sqm. laying carpet and compacting without seal coat on B.T. surface

Hot Mix Hot laid with paver finisher. With Drum Mix Plant with Hydrostatic

senser Paver without SCADA Spec. No. : MORT and H 2001 Cl.No. 512. (Page

No.336, I.No. 1668) 4509.90 Sqm 191.00 Rupees one hundred ninety-one only 861390.90

18 Providing bituminous liquid seal coat to black top surface, including

supplying all materials including all leads, preparing existing road surface,

heating & applying bitumen (98.00 Kg / 100 Square Metre), spreading chips &

rolling complete (by using bulk asphalt) 1) Using Bulk Bitumen grade (60/70) VG-

30 Spec. No.: MORT&H Cl. No. 511 (Page No.333, I.No. 1654) 4509.90 Sqm 54.00 Rupees fifty-four only 243534.60

19 Providing and fixing N.H./ S.H. Route Marker size 60 cm x 45 cm with one No.

direction plate of size 30 cm x 25 cm preparedon 16 gauge M.S. sheet including

painting with one coat of zinc cromate stoving primer and two coats each of white

and greenback ground and back side gray stove enamelled, bonded with cut out of

red Retro reflective sheet Engineering grade,border /letters / numerals and arrow,

coated with non pealable crystal clearprotective transparent coat retaining 100%

reflection including one No. of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65

m. long inflated at bottom drilled on top in one piece without joint painted with

white and black bands of 30 cm. fixing board and post with 4 Nos. of high strength

G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes,

conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x

75 cm size as directed by Engineer-in-charge etc. complete. Spec. No. : MORT H

801 I.R.C. : 67-1977.(Page No.364, I.No. 1772)

8.00 No 2277.00 Rupees two thousand two hundred seventy-seven

only

18216.00

20 Providing and fixing Road junction / Information sign board of size 0.90 m x 0.60

m. prepared on 16 gauge M.S. sheet with angle iron frame of size 25 x 25 x 3 mm

including painting with one coat of zinc cromate stoving primer and two coats each

of green white back ground and back side gray stove enamelled, bonded with red

retro reflective sheet Engineering grade, border / letters numeral / arrows, coated

with non pealable crystal clear protective coat retaining 100% reflection including

two angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom

drilled on opand painted in white and black bands of 30 cm. with 4 Nos. high

strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron

post in one piece without joints including all taxes, conveying, fixing in ground

with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by

Engineer-in-charge etc. complete.

Spec. No. : MORT H 801 I.R.C. : 67-1977. (page no 366 I.No 1775)

8.00 No 3390.00 Rupees three thousand three hundred ninety only 27120.00

21 Painting line, Dashes, Arrows etc dir, dust and other foreign matter, demarcation at

site and traffic control (Upto 10cm wide) (Ahmednagar DSR 2016-17) (MORTH-

803) ..New surface . Spec. No.: Morth-803

100.22 Sqm 96.00 Rupees ninety-six only 9621.12

Rupees FALSE 4098497.77

Rupees FALSE 40.98

CD Work

1 Excavation for road way in by mechanical means earth soil of all sorts sand,

gravel, soft murum and hard murum, hard murum with boulders including dressing


materialswith all lifts upto a lead of 50m. and spreading for embankment or

stacking etc. as directed by Engineer in charge. Spec. No. : Rd.2 Page No.

180.(Page No.304, I.No. 1478) For CD work (2x3) wall

Bed 10.94 Cum 36.00 Rupees thirty-six only 393.84

2 Excavation for roadway by mechanical means in soft rock, including dressing


materials with all lifts upto alead of 50m. and spreading or stacking as

directed.Spec. No. : Rd.5 (MORT and H 2001 Clause No. 301) Page No.184.(Page

No.304, I.No. 1481)

10.94 Cum 199.00 Rupees one hundred ninety-nine only 2177.06

3 Providing and laying in situ cement concrete M-10 / 1:3:6 of trap / granite /

quartzite / gneiss metal for foundation and bedding including bailing-out water

manually formwork, compacting, covering newly laid concrete by gunny bag,

plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be

allowed) With Natural Sand Spec. No. : Bd.E.1 IS 456 : 2000 Page No. 287(Page

No.25, I.No. 59)

10.94 Cum 4123.46 Rupees four thousand one hundred twenty-three

only

45110.65

Total Rs.

Say Rs in lacs

4 Providing dry trap / granite / quartzite / gneiss rubble stone soling 15 cm to 20 cm

thick including hand packing and compacting complete. Spec. No. : Bd.A.12 Page

No. 264 (Page No.13, I.No. 24)

9.32 Cum 712.82 Rupees seven hundred twelve only 6643.48

5 providing and layning cement concrete pipe of I.S. NP2 class of required diaMeter

in proper line, level and slope including providing,fixing collars in cement mortor

1:2 curing complete 450 mm dia spec.no CD.7 page no 162 Page No. 264 (Page

No.261, I.No. 674,Dhule Nandurbar DSR 2016-1722.50 Rmt 1040.00 Rupees one thousand forty only 23400.00

6 Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in

cement mortar 1:6 in foundations and plinth of inner walls / in plinth of external

walls including bailing-out water manually, striking joints on unexposed faces and

watering complete.Spec. No. : Bd. H.1 Page No. 329 Page No. 264 (Page No.63,

I.No. 180)

42.53 Cum 2979.91 Rupees two thousand nine hundred seventy-nine

only

126735.57

7 Providing and casting in situ cement concrete M-20 of trap / granite / quartzite /

gneiss metal, moulded or chamfered as per drawing oras directed for coping to

plinth or parapet, including centering, form B94work, compacting, covering newly

laid concrete by gunny bag, plastic or tarpaulin, roughening them if special finish is

to be provided and curing and finishing if required etc. complete. (The cement

mortar 1:3 plaster is considered for rendering uneven and honeycombed surface

only. Wooden planks / shuttering will not be allowed) With Natural Sand Spec. No.

: Bd.E.3 IS 456 : 2000 Page No. 288

2.43 Cum 5049.56 Rupees five thousand forty-nine only 12270.43

8 Providing sand faced plaster externally in cement mortar using Kharsalia / Kasaba

or similar type of sand, in all positions including base coat of 15mm thick in C.M.

1:4 using waterproofing compound at 1kg.per cement bag, curing the same for not

less than 3 days and keeping the surface of the base coat rough to receive the sand

faced

treatment 6 to 8mm thick in C.M. 1:4, finishing the surface by taking out grains and

curing for fourteen days, caffolding etc. complete. Spec. No.: Bd. L.7 Page No.

36914.63 Sqm 326.00 Rupees three hundred twenty-six only 4769.38

9 Providing flush grooved pointing with cement mortar 1:3 for stone masonry work

including scaffolding and curing complete. Spec. No.: Bd. L.15 Page No. 372

33.75 Sqm 70.00 Rupees seventy only 2362.50

8 Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm

layers including watering and compaction complete. Spec. No. : Bd.A.10 Page No.

262(Page No.13, I.No. 22)

0.75% of quantity of item number 2

8.21 Cum 228.74 Rupees two hundred twenty-eight only 1876.81

9 Filling in plinth and floors with contractor's material approved by Engineer-in-

charge in 15 cm to 20cm. layers including watering and compaction complete.

Spec. No. : Bd.A.11 Page No. 263 (Page No.13, I.No. 23)

18.23 Cum 622.78 Rupees six hundred twenty-two only 11350.17

Total Rs. 9224997.83

Say Rs. 9225000.00

Estimate Prepared by Jalgaon PWD DSR 2016-17

Sign. Of Contractor Dy. University Engineer University Engineer

MPKV, Rahuri. MPKV, Rahuri. MPKV, Rahuri.

Rupees ninety-two lakhs twenty-five thousand only

Estimate Prepared by Estimate is techanically checked Estimate is techanically approved.

Item

No.


1 Labour charges for removing grass thorny shurbs, Jungli shrub Kubabul and a like grass along road

side making the ground by showel and phavaras etc. complete.


2 Supplying hard murum/ Kankar at the road side, including conveying and stacking complete.

1) Rupees FALSE

For 60mm metal 4499.80 Cum 437.00 Rupees four hundred thirty-

seven only

1966412.60

3 Compacting the hard murum side with layer wise on each side with Vibratory Roller, roller

including artifical watering etc. complete.


4 Supplying trap/ granite/ quartzite/ gneiss stone metal of 60 mm size by bringing the rubble /

boulders at the road side, breaking them to required gradation including conveying rubble /

boulders and stacking broken metal etc. complete a) By breaking rubble obtained by blasting (

Hand Broken).Spec. No. : Rd.19 Page No. 197.60 mm layer loose 150mm compacted 100mm Rupees FALSE

2838.80 Cum 596.00 Rupees five hundred ninety-

six only

1691924.8

5 Supplying trap/ granite/ quartzite/ gneiss stone metal of 40 mm size by bringing the rubble /

boulders at the road side, breaking them to required gradation including conveying rubble /

boulders and stacking broken metal etc. complete a) By breaking rubble obtained by

blasting. (Hand Broken).Spec. No. : Rd.19 Page No. 197.40 mm layer loose 100mm compacted 75mm Rupees FALSE

1359.00 Cum 617.00 Rupees six hundred seventeen

only

838503

6 Spreading 40mm metal including sectioning complete.

Spec. No. : Rd.34 Page No. 208

SCHEDULE-B

Name of work: -

PROVIDING WBM AND CARPET ROAD FOR INTERNAL CAMPUS OF AGRICULTURAL COLLEGE, AT MUKTAINAGAR, DIST-JALGAON.


Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00

Qty same as Item No. 4 2838.80 Cum 36.00 Rupees thirty-six only 102196.80

7 Spreading 60mm /80 mm metal including sectioning complete.

Spec. No. : Rd.29Page No. 205

Qty same as Item No. 5 1359.00 Cum 38.00 Rupees thirty-eight only 51642.00

8 Supplyig soft murum at the road side, including conveying and stacking complete

679.50 Cum 432.00 Rupees four hundred thirty-

two only

293544.00

9 Spreading hard murum, soft murum, gravel, sand for various works complete.

Qty Saem Item No. 8 679.50 Cum 20.00 Rupees twenty only 13590.00

10 Compacting the hard murum side with layer wise on each side with Vibratory Roller, roller

including artifical watering etc. complete.

For formation 13590.00 Sqm 8.00 Rupees eight only 108720.00

11 Compacting the subgrade/ gravel/ oversize metal/ (200 loose) layers with power roller including

necessary, labour, materials and artificial watering complete.

60 mm over size metal 13590.00 Sqm 15.00 Rupees fifteen only 203850.00

12 Compacting the subgrade/ gravel/ oversize metal/ (100 loose) layers with power roller including

necessary, labour, materials and artificial watering complete.

40 mm size metal 13590.00 Sqm 11.00 Rupees eleven only 149490.00

13 Providing and laying cement concrete pipe of I.S. NP-2 class of required diaMetre in proper line,

level & slope including providing, fixing collars in cement mortar 1:2, curing complete.450 mm.

Dia. Spec. No.: CD.7 Page.No. 162

450 mm dia 37.50 Rmt 1040.00 Rupees one thousand forty

only

39000.00

14 Providing and laying 75 mm thick built-up spray grout over existing water bound macadam

surface including thoroughly cleaning the water bound macadam surface by using mechanical

broom or approved equipment, spreading coarse aggregates at the rate of 0.05 cum/Square

Metre area and Compacting metal layer to desired degree of compaction so that the surface is

uniform and free from deformities, applying binder bulk asphalt of 60/70 grade at the rate of 1.5

kg/Square Metre in uniform manner with the help of mechanical sprayer then spreading coarse

aggregates of second layer at the rate of 0.05 cum/Square

Metre area and Compacting with power/ vibratory roller, applying binder bulk asphalt of 60/70

grade at the rate of 1.5 kg/Square Metre in uniform manner with the help of mechanical sprayer

then spreading key aggregate at the rate of 0.013 cum/Square Metre. area immediately after second

spray of binder and rolling untill the entire coarse is thoroughly compacted and key aggregates

firmly in position etc. complete.Spec. No.: As directed by Engineer in charge.

13590.00 Sqm 251.00 Rupees two hundred fifty-one

only

3411090.00

15 Providing 25 mm. thick open graded premix bituminous carpet,

with 60/70 grade bitumen at 1.825 Kg/Sqm including supplying

all material, mixing in drum mix plant, as directed, preparing & cleaning the base, heating

bitumen, applying tack coat at 0.30 kg/sqm. laying carpet and compacting without seal coat on

B.T. surface Hot Mix Hot laid with paver finisher. With Drum Mix Plant with Hydrostatic senser

Paver without SCADA

Spec. No. : MORT and H 2001 Cl.No. 512. 13590.00 Sqm 191.00 Rupees one hundred ninety-

one only

2595690.00

16 Providing bituminous liquid seal coat to black top surface, including supplying all materials

including all leads, preparing existing road surface, heating & applying bitumen (98.00 Kg / 100

Square Metre), spreading chips & rolling complete (by using bulk asphalt) 1) Using Bulk

Bitumen grade (60/70) VG-30 Spec. No.: MORT&H Cl. No. 511 13590.00 Sqm 54.00 Rupees fifty-four only 733860.00

17 Providing and fixing N.H./ S.H. Route Marker size 60 cm x 45 cm with one No. direction plate of

size 30 cm x 25 cm prepared on 16 gauge M.S. sheet including painting with one coat of zinc

cromate stoving primer and two coats each of white and green back ground and back side gray

stove enamelled, bonded with cut out of red Retro reflective sheet Engineering grade, border /

letters / numerals and arrow, coated with non pealable crystal clear protective transparent coat

retaining 100% reflection including one number of M.S. Angle iron post of size 50 x 50 x 5 mm of

3.65 m. long inflated at bottom drilled on top in one piece without joint painted with white and

black bands of 25 cm. fixing board and post with 4 Nos. of high strength G.I. bolts and nuts of size

10 mm dia. and 20 mm long including all taxes, conveying, fixing in ground with cement concrete

1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Spec.

No.: MORTH 801 I.R.C.: 67-1977

19.00 No 2277.00 Rupees two thousand two

hundred seventy-seven only

43263.00

18 Providing and fixing Road junction / Information sign board of size 1.20 m x 0.75 m. prepared

on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 3 mm with cross bracing of

size 25 x 25 x 3 mm including painting with one coat of zinc cromate stoving primer and two coats

each of green/white back ground and back side gray stove enamelled, bonded with red retro

reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable

crystal clear protective coat retaining 100% reflection including two angle iron post of size 50 x 50

x 5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of

25 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and

angle iron post in one piece without joints including all taxes, conveying, fixing in ground with

cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in- charge etc.

complete. Spec. No.: MORTH 801 I.R.C.: 67-1977

7.00 No 3390.00 Rupees three thousand three

hundred ninety only

23730.00

19 Painting line, Dashes, Arrows etc dir, dust and other foreign matter, demarcation at site and traffic

control (Upto 10cm wide) (MORTH-803) ..New surface . Spec. No.: Morth-803 (Ahmednagar

DSR 2016-17)

897.00 Sqm 96.00 Rupees ninety-six only 86112.00

12499994.20

12500000.00

Estimate Prepared by Jalgaon PWD DSR 2016-17

Say Rs in lacs

Estimate Prepared by Estimate is techanically checked Estimate is techanically approved.

Sectional Engineer(C ) Dy. University Engineer University Engineer

MPKV, Rahuri. MPKV, Rahuri. MPKV, Rahuri.

Total Rs.

1

Item

No.


A- UCR Compound wall for Ladies Hostel and south side of farm

1 Cutting own the road side thorny Bushes (Wedi babhule, excreta) having girth from 5 centimeter to 20 centimeter including removing

their roots, stacking and conveying the materials upto 1.00 Kilometer removing vegetation including leveling the ground as directed for

both sides of road excreta complete.

Along the line out of compound wall 3200.00 Sqm 8.00 Rupees eight only 25600.00

2 Excavation for foundation in earth soil of all types sand, gravel and soft murum, including removing the excavated material up to a

distance of 50 m beyond the building area & stacking an spreading as directed, dewatering, preparing the bed for the foundation and

necessary backfilling ramming, watering including shoring and strutting etc. complete. a) Lift upto 1.5 m

360.00 Cum 115.00 Rupees one hundred fifteen only 41400.00

3 Excavation for foundation in hard murum and boulders including removing the excavated materials up to a distance 50 metres, beyond

the building area and stacking and spreading as directed, dewatering, preparing the bed for th foundation and necessary backilling,

ramming, watering including shoring and strutting etc. complete. i) Lift upto 1.5 m.

360.00 Cum 155.00 Rupees one hundred fifty-five

only

55800.00

4 Excavation for foundation in soft rock or old cement or lime masonry foundation including removing the excavated materials upto a

distance of 50 meters beyond the building area and stacking as directed including dewatering, preparing the bed for the foundation and

necessary, watering including shoring and strutting etc. complete. a) Lift upto 1.5 m.

720.00 Cum 305.00 Rupees three hundred five only 219600.00

5 Providing & laying in situ cement concrete M-10/ 1:3:6 of trap/granite/quartzite/gneiss metal for foundation and bedding including

bailing out eater manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc, complete.

(Wooden planks/shuttering will not be allowed)

120.00 Cum 4123.46 Rupees four thousand one

hundred twenty-three and paise

forty-six only

494815.20

6 Providing uncoursed rubble masonry of trap/ granite /quartzite/gneiss stones in cement mortar 1:6 in foundation and plinth of inner

walls/in plinth of external walls including bailig-out water manually, striking joints on unexposed faces and watering complete.

1056.00 Cum 2979.91 Rupees two thousand nine

hundred seventy-nine and paise

ninety-one only

3146784.96

7 Providing & casting in situ cement concrete M-15/ 1:2:4 of trap/granite/quartzite/gneiss metal moulded or chamfered as per drawing or

as directed for coping to plinth or parapet, including bailing out eater manually formwork, compacting, covering newly laid concrete by

gunny bag, plastic or tarpaulin, curing etc, complete. (The cement mortar 1:3 Plaster is considered for rendering uneven and honey

combed surface only. Wooden planks/shuttering will not be allowed)

168.00 Cum 5049.56 Rupees five thousand forty-nine

and paise fifty-six only

848326.08

8 Providing and casting in situ cement concrete M-20 of trap / granite / quartzite / gneiss metal, moulded or chamfered as per drawing or

as directed for bed blocks, foundation blocks, including centering, form work, compacting, covering newly laid concrete by gunny

bag, plastic or tarpaulin, roughening them if special finish is to be provided and curing and finishing if required etc. complete. (The

cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Wooden planks / shuttering will not be

allowed) With Natural SandSpec. No. : Bd.E.4 IS 456 : 2000 Page No. 289

Bed block at 2.5 mtr c/c 38.88 Cum 5426.56 Rupees five thousand four

hundred twenty-six and paise fifty-

six only

210984.65

SCHEDULE-B

Name of work: -

Construction of Compound wall for Agriculture College Farm, Muktainagar, Dist- Jalgaon.

2

9 Providing uncoursed rubble masonry of trap / granite / quartzite/ gneiss stones in cement mortar 1:6 in superstructure including raking

out joints when plastering is to be done / striking joints when no plastering is to be done watering and scaffolding complete.

Deduct bed block qty of Item No. 9 1401.12 Cum 3099.91 Rupees three thousand ninety-

nine and paise ninety-one only

4343345.90

10 Providing coursed rubble masonry 1st sort for pillars of trap / granite / quartzite/ gneiss stones in cement mortar 1:6 including pointing

with cement mortar 1:3 scaffolding and watering complete.

Expansion joint at 12.50 mtr 54.43 Cum 4164.91 Rupees four thousand one

hundred sixty-four and paise

ninety-one only

226696.05

11 Providing flush grooved pointing with cement mortar 1:3 for stone masonry work including scaffolding and curing complete.

6720.00 Sqm 69.68 Rupees sixty-nine and paise sixty-

eight only

468249.60

12 Providing sand faced plaster externally in cement mortar using Kharsalia / Kasaba or similar type of sand, in all positions including base

coat of 15 mm thick in C.M. 1:4 using waterproofing compound at 1 kg per cement bag, curing the same for not less than 3 days and

keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in C.M. 1:4 finishing the surface by taking

out grains and curing for fourteen days scaffolding etc. complete.

Coping of parapet and plinth 1200.00 Sqm 325.84 Rupees three hundred twenty-five

and paise eighty-four only

391008.00

13 Providing patta 100 mm wide on plastered surface 12mm to 15mm thick in c.m. 1:3 in line and level including neat finishing,

scaffolding, curing etc. complete.

(2x2) 6513.000 Rmt 27.00 Rupees twenty-seven only 175851.00

14 Providing and applying two coats of polymer based external paint of standard manufacture like Apex from Asian Paints, Excel from

Nerolac paints of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the

surface etc. for specified buildings complete. (Sample and brand is to be got approved from Executive Engineer before use) (Prior

specific permission of S.E. shall be obtained before inclusion of this item in the estimate.) Spec. No.: As directed by Engineer in charge.

1200.00 Sqm 210.00 Rupees two hundred ten only 252000.00

15 Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed designs and

drawing including fixing in position without connecting plates, braces etc. and one coat of anticorrosive paint and over it two coats of oil

paintings of approved quality and shade complete. Spec. No.: Bd.C.2 Page No. 275

MT

3.922 MT 56448.00 Rupees fifty-six thousand four

hundred forty-eight only

221389.06

16 Providing and fixing four rows of barbed wire of 14 SWG (wt. 0.149 kg/mr) to be fixed on angle fixed on URC wall includign U pins,

Material labour, transprtaion, octroi, loading, unloading and all Government taxes etc. Complete as directed by University Engineer

1600.00 Rmt 57.00 Rupees fifty-seven only 91200.00

11213050.50

B- Security Cabin & Entrance Arch

Item

No.



distance of 50 m beyond the building area & stacking an spreading as directed, dewatering, preparing the bed for the foundation and

necessary backfilling ramming, watering including shoring and strutting etc.complete.

Step 18.63 Cum. 115.00 Rupees one hundred fifteen only 2142.45

Total Rs.

3

2 Excavation for foundation in hard murum and boulders including removing the excavated materials up to a distance 50 metres, beyond

the building area and stacking and spreading as directed, dewatering, preparing the bed for th foundation and necessary backilling,

ramming, watering including shoring and strutting etc. complete. i) Lift upto 1.5 m.

Step 6.20 Cum. 155.00 Rupees one hundred fifty-five

only

961.00




Step 3.87 Cum 4123.46 Rupees four thousand one


forty-six only

15957.79

4 Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundations and plinth of inner

walls/in plinth of external walls including bailing out water manually, striking joints on unexposed faces and watering complete.

19.05 Cum 2979.91 Rupees two thousand nine

hundred seventy-nine and paise

ninety-one only

56767.29

5 Providing & casting in situ cement concrete M-15/1:2:4 of trap/ granite /quartzite /gneiss metal, moulded or chamfered as per drawing or

as directed including centering, form work, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, roughening

them if special finish is to be provided and curing and finishing if required etc, complete. (Page No. 16 I No. 7 – i)

parapet 1.22 Cum 5049.56 Rupees five thousand forty-nine


6160.46

6 Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm layers including watering and compaction complete.

Net Qty. = 3.79 4.65 Cum. 228.74 Rupees two hundred twenty-eight

and paise seventy-four only

1063.64

7 Filling in plinth and floors with contractors material approved by Engineer-in-Charge in 15 cm to 20 cm layers including watering and

compaction complete.

Deduct Qty. of Item No. 6 15.74 Cum. 622.78 Rupees six hundred twenty-two

only

9802.56

8 Providing dry trap / granite / quartzite / gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting

complete. Spec. No. : Bd.A.12 Page No. 264

2.84 Cum 712.81 Rupees seven hundred twelve and

paise eighty-one only

2024.38

9 Providing Brick masonry in cement mortar 1:6 using Second Class Burnt Bricks in superstructure including striking joints raking out

joints, watering and scaffolding complete

Deduct Beam & lintel 10.48 Cum. 6389.07 Rupees six thousand three

hundred eighty-nine and paise

seven only

66957.45

10 Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in

all positions including scaffolding and curing complete.Spec. No.: Bd. L.2 Page No. 368

For Ceiling 12.00 Sqm 152.95 Rupees one hundred fifty-two and

paise ninety-five only

1835.40

11 Providing neeru finish to plastered surfaces for ceiling including scaffolding and curing complete. Spec. No.: Bd. L.10 Page No. 370

Qty same as Internal cement plaster 12.00 Sqm 27.00 Rupees twenty-seven only 324.00

12 Providing internal cement plaster 20 mm thick in two costs in cement mortar 1:5 including neeru finish, to concrete, brick surface, in all

positions including scaffolding and curing complete.

4

(2.70+3.20/2) 41.30 Sq.m 213.36 Rupees two hundred thirteen and

paise thirty-six only

8811.77

13 Providing neeru finish to plastered surfaces in a all positions except ceiling including scaffolding and curing complete.

Spec. No.: Bd. L.10 Page No. 370

Qty same as Internal cement plaster 41.30 Sqm 27.00 Rupees twenty-seven only 1115.10

14 Providing sand faced plaster externally in cement mortar using Kharsalia / Kasaba or similar type of sand, in all positions including base

coat of 15 mm thick in C.M. 1:4 using waterproofing compound at 1 kg per cement bag, curing the same for not less than 3 days and

keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in C.M. 1:4 finishing the surface by taking

out grains and curing for fourteen days scaffolding etc. complete.

( - ) W 119.79 Sqm 325.84 Rupees three hundred twenty-five

and paise eighty-four only

39032.37

15 Providing and laying in situ cement concrete of M-20 grade of trap / granite / quartzite / gneiss metal for R.C.C. work in foundations

like raft, grillages, strips, foundations and footings of R.C.C. columns and steel stanchions including bailing-out water manually,

formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing and roughening the surface if special

finish is to be provided (Excluding reinforcement, & structural steel) The cement mortar 1:3 plaster is considered for rendering uneven

and honeycombed surface only. (Wooden planks / shuttering will not be allowed) With natural sand. Spec. No. : Bd.F.2 IS 456 : 2000

Page No. 298

Arch footing 2.30 Cum 5021.56 Rupees five thousand twenty-one


11549.59

16 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metal for R.C.C. columns as per

detailed designs and drawings or as directed including fixing plastic cover block of required size at 1.5 meter C/C near the edge

of each side and at the center when the width is more than 75 cm. to reinforcement to give required clear cover 40mm to 65mm from all

sides in R.C.C. Column, centering, formwork of plywood / steel, compaction, covering newly laid concrete by gunny bag, plastic or

tarpaulin, finishing the formed surface with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or

roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement.) The cement mortar 1:3 plaster is

considered for rendering uneven and honeycombed surface only. (Wooden planks / shuttering will not be allowed) With Natural

SandSpec. No. : Bd.F.5 IS 456 : 2000 Page No. 300

Arch footing (4x0.785) 2.03 Cum 7211.56 Rupees seven thousand two

hundred eleven and paise fifty-six

only

14639.47

17 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metal for R.C.C. beams and lintels as

per detailed designs and drawings or as directed including placing in position plastic cover block of required size at 90 cm. C/C

each main bottom bars to stamping at sides to give required clear cover from all sides in R.C.C. Beam, centering, formwork of plywood /

steel, compaction, covering newly laid concrete by gunny bag, plastic or tarpaulin, finishing the formed surface with cement mortar 1:3 of

sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc.

complete. (Excluding reinforcement. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only.

Wooden planks / shuttering will not be allowed) With natural sand. Spec. No. : Bd.F.6 IS 456 : 2000 Page No. 300

0.23 Cum. 7286.56 Rupees seven thousand two

hundred eighty-six and paise fifty-

six only

1675.91

18 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metal for R.C.C. slabs and landings as

per detailed designs and drawings or as directed including fixing plastic cover block of required size at 27 Nos in per 10Sqm to

reinforcement to give a clear cover of 15 mm in R.C.C. Slabs, fixing fan hook box of 100 mm diameter PVC or MS materialwith required

depth with holes or notches as required, bottom with 12 mm dia. M.S. bar bent to shape with hooked ends for fan hook and painting to

exposed surface, centering, formwork of steel, ompaction, covering newly laid concrete by gunny bag, plastic or tarpaulin, finishing the

formed surface with cement mortar 1:3 of sufficient minimum thickness to ive a smooth and even surface or roughening if special finish

is to be provided and curing etc. complete. (Excluding reinforcement. The cement mortar 1:3 plaster is considered for rendering uneven

and honeycombed surface only. Wooden planks / shuttering will not be allowed) With natural sand. Spec. No. : Bd.F.8 IS 456 : 2000

Page No. 302

5

4.08 Cum 7551.56 Rupees seven thousand five

hundred fifty-one and paise fifty-

six only

30810.36

6

19 Providing and fixing in position T.M.T. steel bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs,

beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and

schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.(T.M.T.

steel from Integreted Plant) Spec. No. : Bd.F.17 Page No. 306

100 kg/Cum of concrete 0.864 MT 53834.00 Rupees fifty-three thousand eight

hundred thirty-four only

46512.58

20 Supplying and fixing in position Powder coated aluminium extruded section three track sliding windows upto 1.2 meter height, outer

frame made from section of overall size 92 mm x 45 mm, bottom section with or without drains track section weighing 0.901 kg. per

running metre & top & side section weighing 0.838 kg. per running metre with shutters of sections made of 19mm. x 40mm. size having

average weight of 0.6 kg per R.M. (or as per required size with change in proportionate weight) with 5.5 mm selected quality plain

sheet glass fixed with nylon encased tainless rollers, necessary locks and handles etc. complete. (Drawing job No.T-MISC / 5000

Drg.No.22 dt.3.2.92.) Additional Item. Spec. No. As directed by Engineer in charge.

7.20 Sq.m 4375.00 Rupees four thousand three

hundred seventy-five only

31500.00

21 Providing and fixing mild steel grill work weighing 20 kg / sqm. for windows, ventilators etc. as per drawing including fixtures,

necessary welding & painting with one coats of anti corrosive paint & two coats of oil painting complete.Spec. No.: Bd.U.1 Page No.

537

Qty same as above 7.20 Sq.m 1584.00 Rupees one thousand five

hundred eighty-four only

11404.80

22 Providing and fixing steel frame of angle 50x 50 x 6mm. for doors with 16 mm dia M.S. bars horizontally at 10 cm. c / c for ventilator

portion including iron hold fasts, hinges 40 x 6mm. for fixing shutters including welding, painting, finishing etc. complete. Additional

Item. Spec. No. As directed by Engineer in charge.

1.89 Sq.m 747.00 Rupees seven hundred forty-seven

only

1411.83

23 Providing & fixing country teak wood single leaf second class fully paneled door for exterior walls without ventilator as per detailed

drawings including iron oxidised fixtures and fastenings & finishing the wood work with one coat of primer and two coats of Oli painting

(excluding the door frame) complete.

7

1.89 Sq.m 3146.00 Rupees three thousand one

hundred forty-six only

5945.94

24 Providing and applying two coats of polymer based external paint of standard manufacture like Apex from Asian Paints, Excel from

Nerolac paints of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the

surface etc. for specified buildings complete. (Sample and brand is to be got approved from Executive Engineer before use) (Prior

specific permission of S.E. shall be obtained before inclusion of this item in the estimate.) Spec. No.: As directed by Engineer in charge.

Qty of Sand faced Plaster as per above 119.79 Sq.m 210.00 Rupees two hundred ten only 25155.90

25 Providing & applying washable oil-bond distemper of approved colour and shade to old & new surfaces in two coats including

scaffolding, preparing the surfaces.(excluding the primer coat.) complete.

Qty. of Internal Plaster.As per above 41.30 Sq.m 36.00 Rupees thirty-six only 1486.80

26 Providing and laying polished Kotah stone flooring HAND CUT to 25mm to 30mm thick and of required width in plain / diamond

pattern on a bed of / 1:4 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning

complete.Spec. No. : Bd.M.3 Page No. 380

15.60 Sq.m 1059.29 Rupees one thousand fifty-nine

and paise twenty-nine only

16524.92

27 Labour charges for providing groove in external plaster having width of 2.5 c.m. and spaced at a distance of 45 c.m. etc. complete.

15.47 Rmt. 105.00 Rupees one hundred five only 1624.35

Total Rs. 413198.11

8

C- Main Gate & other gate

Item

No.



distance of 50 m beyond the building area & stacking an spreading as directed, dewatering, preparing the bed for the foundation

and necessary backfilling ramming, watering including shoring and strutting etc. complete. a) Lift upto 1.5 m.

Bootom Bema (2x2) 1.76 Cum. 115.00 Rupees one hundred fifteen only 202.40

2 Excavation for foundation in hard murum and boulders including removing the excavated materials up to a distance 50 metres,

beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for th foundation and necessary

backilling, ramming, watering including shoring and strutting etc. complete. e) Lift upto 1.5 m.

Bootom Bema (2x2) 5.78 Cum. 155.00 Rupees one hundred fifty-five

only

895.90




1.76 Cum 4123.46 Rupees four thousand one


forty-six only

7257.29

4 Providing and casting in situ cement concrete M-20 of trap / granite / quartzite / gneiss metal, moulded or chamfered as per

drawing or as directed for bed blocks, foundation blocks, including centering, form work, compacting, covering newly laid

concrete by gunny bag, plastic or tarpaulin, roughening them if special finish is to be provided and curing and finishing if required

etc. complete. (The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Wooden planks

/ shuttering will not be allowed) With Natural SandSpec. No. : Bd.E.4 IS 456 : 2000 Page No. 289

Guid (2x4x2) 1.46 Cum 5426.56 Rupees five thousand four

hundred twenty-six and paise fifty-

six only

7922.78

5 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metal for R.C.C. beams and lintels as

per detailed designs and drawings or as directed including placing in position plastic cover block of required size at 90 cm. C/C

each main bottom bars to stamping at sides to give required clear cover from all sides in R.C.C. Beam, centering, formwork of plywood /

steel, compaction, covering newly laid concrete by gunny bag, plastic or tarpaulin, finishing the formed surface with cement mortar 1:3 of

sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc.

complete. (Excluding reinforcement. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only.

Wooden planks / shuttering will not be allowed) With natural sand. Spec. No. : Bd.F.6 IS 456 : 2000 Page No. 300

Bottom beam (2x2) 2.88 Cum. 7286.56 Rupees seven thousand two

hundred eighty-six and paise fifty-

six only

20985.29

6 Providing and fixing in position T.M.T. steel bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs,

beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and

schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.(T.M.T.

steel from Integreted Plant) Spec. No. : Bd.F.17 Page No. 306

Qty 70 Kg/Cum of Concrete 0.202 MT 53834.00 Rupees fifty-three thousand eight

hundred thirty-four only

10874.47

7 Providing and fabricating structural steel work in rolled sanctions like joists, channels, angles tees etc. as per details designs and

drawing including fixing in position without connecting plates, braces etc. and one coat of anticorrosive paint and ovet two coats

of oil paintings.

MT

2.851 MT 56448.00 Rupees fifty-six thousand four

hundred forty-eight only

160933.25

9

8 Providing and fixing mild steel grill gate with frame having weight of gate 30 kg / sqm as per the detailed drawing including

hinges, pivot blocks locking arrangement welding riveting and 3 coats of oil painting of approved shade etc. complete.Spec. No.:

Bd.W.6 Page No. 585

For other side farm 14.280 Sqm 2740.00 Rupees two thousand seven

hundred forty only

39127.20

Total Rs. 248198.58

D- Chain link fencing for other sides

Item

No.


1 Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm 8 gauge thick and fixed 75 mm above

Ground level vertical M.S Angle of 40 x 40 x 6 mm size embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c /

c with iron bar 16 mm dia as hold fast including welding link with angle frame at 30 cm c / c nuts and bolts and horizontal M.S. Angles

at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x

6 mm Angles both sides at every corner or bends embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of

oil painting etc. complete. Additional Item Spec. No. : As directed by Engineer in charge.

For other sides 100.44 Rmt 1250.00 Rupees one thousand two

hundred fifty only

125552.50

Total Rs. 125552.50

Total Rs. 11999999.69

Rupees one cror nineteen lakkhs ninety nine thousand nine hundred ninety nine only. Say Rs. 12000000.00

University Engineer

MPKV, Rahuri.

Signature of the Contractor

with date

1 as per Test

proposed

Testing and providing test result reports from

Govt. laboratories of Soil of Farmland of

A.C.Muktainagargr as per Govt. rates. The test

should be gradation, plastic limit, Standard

procter density, bearing capacity OMC, CBR,

Compaction, Sieve analysis etc. as per

requirment of University Authorities and the

payment will be made after production of

Govt. Lab receipt and reports.

as per

Test

propose

d

As per Govt.

Laboratories

Rate.

As per Govt. Laboratories Rate. 1000000

Total Rupees Ten Lakh Only

Quantity

estimated

but may

ITEM DESCRIPTION UNIT or

Per

Rate Rate in Words Amount

Dated Sign of Contractor University Enginner

Subwork No-29

Name of Work : Investigation of Soil of Farm Land at Govt.Collgege of Agriculture Muktainagar ,

Dist - Jalgaon for Mahatma Phule Krushi Vidyapeeth, Rahuri

Schedule B.Sr. No.



1 5000.000 Hiring 76 HP / 8 to 10 MT JCB machine on

Machine Hrs.Basis for preparation of plot

including removing thorny trees,bushes

cleaning plot and excavation of uneven land

in soil, hard murum including

conveying,dosing ,spereading,leveling for

suitable of Irrigation failities, farm road, play

ground, trenches etc. as directed by Engineer

in charge including diesel operator ,

Transportation, including all taxes

etc.complete (page No.461, sr No.95/277 new

277) Basic Rate Rs.7000.00 per day

(Rs.7000.00/7 hrs=Rs. 1000/- per hrs.

Machine

Hrs.

1000.00 Rupees One Thousand Only 5000000

Total Rs.Fifty lakh only

Dated Sign of Contractor

Amount

University Enginner

UNIT or

Per

Rate Rate in Words

Subwork No-30

Name of Work :Preparing Land Development by Hiring JCB Machine of Agriculture Collgege at

Muktainagar ,Dist - Jalgaon for Mahatma Phule Krushi Vidyapeeth, Rahuri

Schedule B.Sr. No. Quantity

estimated

but may

ITEM DESCRIPTION



W1 W1 W1 W1 W1 W1

LIBRARY

22.77 X 9.20 M

H.O.D 4.44 X 5.35 M

W1

W1 W1

W1 W1

H.O.D 4.44 X 5.35 M

W1

D2

W1 W1

W2 W2 W1 W1

W1 W1

W1 V W1 W1

TOILET D3

1.20 X 1.84 M

D2

W1 W1 W1 W2

D3

V1

GENTS TOILET

4.44 X 5.20 M

LAB STAFF

6.59 X 5.20 M

H.O.D

2.40 X 3.20 M

H.O.D

2.40 X 3.20 M

ROOM

3.30 X 5.20 M

ROOM

3.30 X 5.20 M

R = 0.15 M

T = 0.30 M

WIDTH = 2.40 M

9 10 11 12 13 14 15 16

STENO ROOM

3.30 X 5.20 M

D3

ANTICHAMBER

3.60 X 2.70 M

V1

CONFERENCE ROOM D3

6.83 X 5.20 M

D2

V1 D3

D3

D2 D2

D2 D2

8 17

7 18

6 19

5 20

4 21

3 LIFT 22 1.79 X 2.10 M

2 23

D3 D3 WAITING

3.60 X 2.39 M

ASST. DEAN

4.49 X 5.20 M

D2

LADIES TOILET

4.44 X 5.20 M

D3 W.C

1.20 X 1.00 M V1

D3

1 24

D1 UP 25

D2 D2 D2

W1 W1

RAM DOWN 2.70 M WIDE PASSAGE 2.70 M WIDE PASSAGE RAM DOWN

+ 0.00M

W2

+ 0.90M

D1 D1 D1

D1 D1

STRONG ROOM

3.90 X 2.50M

+ 0.90M + 0.00M

W2

LAB - 01

10.50 X 7.50 M

W2

LAB STAFF

5.25 X 7.50 M

LAB - 02

10.50 X 7.50 M

ADMINISTRATION OFFICE

11.85 X 7.50M ACCOUNT OFFICE

10.50 X 7.50M

RECORD ROOM

3.90 X 4.77 M

W2

W2 W2 W2 W2 W3 W3 W2 W2 W2 FLOWER BED

1 2 3 4 5 6

+ 0.90M

FLOWER BED

6 5 4 3 2 1

W2 W2

W2 W3 W3 W2 W2

W2 W2

D D

UP FLOWER BED UP

ADMIN + 0.00M + 0.00M

PORCH

13.80 X 7.00 M

GROUND FLOOR PLAN

TERRACE

22.77 X 9.20 M

STORE ROOM

W1 4.44 X 3.13 M

GIRLS ROOM 4.44 X 5.35 M

W1

W1 W2

W2 W1 W1

W1

W1 W1

W1 W1 W1

D2

W1 W1 W2

V1

GENTS TOILET

4.44 X 5.20 M

H.O.D 2.40 X 3.20 M

H.O.D 2.40 X 3.20 M

R = 0.15 M

T = 0.30 M

WIDTH = 2.40 M

9 10 11 12 13 14 15 16

V1

D3

COMPUTER HALL

D2

V1 D3

D3

ROOM

3.06 X 5.20 M

D2

D2 D2

ROOM

3.30 X 5.20 M

D2

ROOM

3.30 X 5.20 M

D2

8

7

6

5

4

3 LIFT 1.79 X 2.10 M

2

1

17

18

19

20

21

22

23

24

25 DN D1

18.91 X 5.20 M

D1

D2

LADIES TOILET

4.44 X 5.20 M

D3 W.C

1.20 X 1.00 M V1

D3

2.70 M WIDE PASSAGE 2.70 M WIDE PASSAGE

W W

D1 D1 D1 D1 D1 D1

W2

CLASS ROOM - 01

10.50 X 7.50 M

W2

LAB STAFF

5.25 X 7.50 M

CLASS ROOM - 02

10.50 X 7.50 M

CLASS ROOM - 03

10.50 X 7.50 M

LAB STAFF

5.25 X 7.50 M

CLASS ROOM - 04

10.50 X 7.50 M

W2 W2

W2 W2 W3 W3 W2

W2 W2

W2 W2

W2 W3

W3 W2 W2

W2 W2

TERRACE

6.00 X 13.80 M

FIRST FLOOR PLAN

ADMIN

STORE 2.00 X 2.00

KITCHEN 3.75 X 3.00

ROOM 4.50 X 3.78

DINNING HALL

10.25 X 7.33

ROOM 4.50 X 3.78

COURTYARD

ROOM

3.98 X 2.50

LVL. +0.6M

UP

LVL. +0.0M

GROUND FLOOR PLAN HOSTEL BLOCK

W.C. 0.90 X 1.20

W.C. 0.90 X 1.20

ROOM

5.07 X 5.53 M

BATH 1.50 X 1.20

BATH 1.50 X 1.20

ROOM

5.07 X 5.53 M

ROOM 4.50 X 3.78

ROOM 4.50 X 3.78

RECREATION ROOM

FIRST FLOOR PLAN HOSTEL BLOCK

LVL + 0.90 LVL + 0.90

TOILET

HIS

ATT.TOILET

1.2 x 1.80

UP

(0,0)

UP

SHOP -1

3.90 X 3.00

SHOP -2

3.90 X 3.00

DUCT

1.21 x 4.23

1.20 x 0.90

TOILET

1.20 x 0.90

TOILET

1.20 x 1.25

HER

KITCHEN

4.80 X 4.35

ROOM

3.00 x 4.35

RECEPTION

3.00x 4.35

DR.CABIN

4.23 x 4.35

A. TOILET

2.40 X 1.25

UP

(0,0)

SHOP -3

3.90 X 3.00

SHOP -4

3.90 X 3.00

LVL + 0.90

ENTRY

LVL + 0.90

UP

(0,0)

SHOP -5

3.90 X 3.00

CANTEEN

15.70 X 15.70

SHOP -6

3.90 X 3.00

SHOP -7

3.90 X 3.00

LVL + 0.90

A.T.M

3.90 X 3.00

OUT DOOR

SITTING

6.46 X 15.58

UP

UP

(0,0)

GROUND FLOOR PLAN

UP

(0,0) AMINITY

LVL +

0.90

HIS

DUCT

1.21 x 4.23

UP

TOILET

1.20 x 0.90

TOILET

1.20 x 0.90

TOILET

1.20 x 1.25

HER

ROOM

4.23 x 4.35

BANK

9.13 X 12.70

POST OFFICE

7.45 X 6.67

HALL

10.23 X 24.05

UP

1.1 M WIDE PASSAGE

FIRST FLOOR PLAN AMINITY

1.2 M W

IDE P

ASSA

GE

UP

HIS TOILET

5.05 x3.26

BOOK BINDING/ ISSUE

COUNTER/XEROX

4.00 X 4.25M

STUDENT READING

9.80X 16.34M

HER TOILET

5.05 x3.26

LIBRARIAN

4.00 X 5.00 M

3.27 M WIDE

CORRIDOR

STACKING SECTION

10.69 X 15.92 M

E -LIBRARY

10.37 X 6.02M

RECEPTION/WAITING/

PERIODICAL SECTION

10.67 X 5.90M

STAFF READING

5.47 X 5.90 M

REFERENCE SECTION

5.48 X 5.90 M

LVL + 0.90

GROUND FLOOR PLAN LIBRARY

UP

(0,0)

GYMNASIUM

BOYS LOCKER CUM CHANGING

ROOM

3.00 X 3.30

TOILET 2.10 x 1.20

UP

GYMNASIUM 10.00 x 8.00

RECEPTION CUM WAITING

3.40 X 4.45

(+0.90)

GROUND FLOOR PLAN UP

LVL 0,0

DOUBLE HEIGHT

GYMNASIUM LOCKER CUM CHANGING

ROOM

3.00 X 3.30

TOILET 2.10 x 1.20

GYMNASIUM 8.50 x8.00

FIST FLOOR PLAN

GROUND FLOOR PLAN

ROOM - 2 4.80 X 3.70

TOILET PANTRY 1.20 X 2.40 1.50 X 2.40

DINNING ROOM 3.00 X 3.60

ROOM - 3 4.80 X 3.70

TOILET 2.10 X 1.50

DRESSING 1.40 X 1.50

DRESSING 1.40 X 1.50

PASSAGE 1.2 M WIDE

TOILET 2.10 X 1.50

TOILET 2.10 X 1.50 DRESSING

1.40 X 1.50 DRESSING 2.10 X 1.50

TOILET 2.100 X 1.50

ROOM - 1 4.80 X 3.70

ENTRANCE LOBBY 5.93 X 3.10

ROOM - 4 4.80 X 3.70

VISITORS ROOM 4.80 X 3.00

UP

VARANDHA1.2 M WIDE

(+0.90)

UP (0'0)

GUEST HOUSE

PORCH 6.16 X 4.00

COURT

YARD 3.30

X 3.35

PASSAG

E 1.2 M

WID

E

PASSAG

E 1

.2 M

WID

E

ASSOCIATE DEAN BUNGALOW

GROUND FLOOR PLAN

(+0.90)

VERANDAH 1.50 X 1.50

TOILET 2.30 X 1.40

BED ROOM 3.40 X 3.60


TOILET 2.30 X1.20

UP

LIVING ROOM 3.35 X 4.75

DINNING 3.15 X 2.50

UP

(0,0) STORE

1.25 X 1.85

KITCHEN 3.15 X 3.30

PORCH 3.80 X 4.15

UTILITY

4'4" X 7'0"

ASSOCIATE DEAN BUNGALOW


ATT. TOILET 2.30 X 1.20"

UP

TERRACE 8.05 X 12.45

FIRST FLOOR PLAN

BED ROOM

3.20 X 3.60

BED ROOM

3.20 X 3.60

TOILET

2.40 X 1.20

BED ROOM

3.50 X 3.05

BED ROOM

3.50 X 3.05

TOILET

2.40 X 1.20

UP

(0,0)

UP

UP

(0,0)

UP

(+0.90)

TOILET

2.18 X 1.20

LIVING ROOM

3.40 X 4.50

LIVING ROOM

3.40 X 4.50

TOILET

2.18 X 1.20

(+0.90)

UTILITY

1.20 X 3.40

KITCHEN

4.30 X 3.05

KITCHEN

4.30 X 3.05

UTILITY

1.20 X 3.40

4' WIDE OTTA 4' WIDE OTTA

(+0.90) (+0.90)

PROFESSOR

UP

(0,0)

UP

(0,0)

GROUND FLOOR PLAN

PROFESSOR

FIRST FLOOR PLAN

TERRACE

7.25 X 4.50

TERRACE

7.25 X 4.50

DN DN

TOILET

2.20 X 1..20

TERRACE

3.40 X 4.80

TERRACE

3.40 X 4.80 TOILET

27.'2-60"XX14.'.-200"

BED ROOM

4.30 X 4.35

BED ROOM

4.30 X 4.35 BED ROOM

14'-1" X 10'-0"



TOILET 2.40 X 1.20

BED ROOM

3.50 X 3.05

BED ROOM

3.50 X 3.05

TOILET

2.40 X 1.20

UP (0,0)

UP

UP

(0,0)

UP

(+0.90)

TOILET

2.18 X 1.20

LIVING ROOM

3.40 X 4.50

LIVING ROOM

3.40 X 4.50

TOILET

2.18 X 1.20

(+0.90)

UTILITY

1.20 X 3.40

KITCHEN

4.30 X 3.05

KITCHEN

4.30 X 3.05

UTILITY

1.20 X 3.40

4' WIDE OTTA 4' WIDE OTTA

(+0.90) (+0.90)

ASSOCIATE PROFESSOR

UP

(0,0)

UP

(0,0)

GROUND FLOOR PLAN

0.9 M WIDE BALCONY 0.9 M WIDE BALCONY

BED ROOM 3.30 X 3.05 M

TOILET 1.20 X 1.95 M

KITCHEN 2.70 X 3.46 M







HALL UP 5.58 X 3.30 M

HALL

5.58 X 3.30 M



HALL 5.58 X 3.30 M

(+0.90)

HALL

5.58 X 3.30 M


UP (0,0)


TOILET

2.10 X 1.20 M




0.9 M WIDE BALCONY


0.9 M WIDE BALCONY



FLOOR PLAN ( TYPICAL)

ASSISTANT PROFESSOR

GROUND FLOOR PLAN S.R.A & J.R.A

0.90 M WIDE DRY BALCONY 0.90 M WIDE DRY BALCONY



W.C.

1.05X1.20 BEDROOM 3.60 X 3.30 M

BEDROOM 3.60 X 3.30 M

W.C.

1.05X1.20

BATHROOM

1.20X2.10

BATHROOM

1.20X2.10

LIVING ROOM 3.30 X 4.35 M


UP



BATHROOM

1.20X2.10 (+0.90)

BATHROOM

1.20X2.10

W.C.

1.05X1.20

BEDROOM 3.60 X 3.30 M W.C.

1.05X1.20

UP

(0,0)

BEDROOM 3.60 X 3.30 M



0.90 M WIDE DRY BALCONY 0.90 M WIDE DRY BALCONY


HALL 3.15 X 4.20 M

UP

HALL 3.15 X 4.20 M




2.7 M WIDE PASSAGE




HALL

3.15 X 4.20 M

(+0.90)

HALL

3.15 X 4.20 M


UP (0,0)

GROUND FLOOR PLAN

LAB-INCHARGE & POEN

0.9

M W

IDE

BA

LC

ON

Y

0.9

M W

IDE

BA

LC

ON

Y

0.9

M W

IDE

BA

LC

ON

Y

0.9

M W

IDE

BA

LC

ON

Y