View Tender Document

GOVERNMENT OF MAHARASHTRA 

RURAL WATER SUPPLY DIVISION ZILLA PARISHAD AKOLA 

: B-1 (Percentage Rate) 

 

Name of Work : PANI PURAWTHA YOJNA ( With Public 

Contribution ) AT. PATKHED TAL- 

BARSHITAKLIDIST. AKOLA 

Name of Contractor : 

Date of Receipt Tender : 23/08/202013 To 31/08/2013 upto 17.00 hours. 

No. & Date of Work : 

Order 

Amount put to Tender : Rs 4553588/-* 

Percentage quoted : 

Amount of Contract : 

Date of Commencement : 

Time stipulated for 

completion of work 

Date of completion as 

per Agreement 

Acutual Date of 

Completion 

Reference to sanction of 

tender 

Extension of time limit : 1 

Certified that this 

original Agreement 

contains 

 

: 12 (MONTH) Calender Months from the date of 

: 

: 

: 

written order to start work, which will be 

excluding the monsoon period. 

2 

3 

: Pages 01 to 

Signature of Contractor No. of corrections Executive Engineer

NAME OF WORK: - 

PANI PURAWTHA YOJNA ( With Public 



Estimated Cost put to tender Rs 4996111/-* 

Earnest Money Rs 45600/-* 

Term Deposit Receipt of Schedule Bank/ 

Nationalised Bank/of India or Valid E.M.D. 

Exemption Certificate duly attested shall be uploaded at the time of submission. Total Security Deposit 

4% (four percent) Rs.182200/-* (50% in cash at the time of Agreement and 50% from R.A.bills ). 

TENDER SCHEDULE 

Cost of Tender Form :Rs 1000/-* 

Period for Downloading Tender Forms : From 23/08/2013 to 31/08/2013 at 17:01 

Upto at 17.00 hours. 

Last date and time for submitting pre- bid queries : -03/09/2013 to 06/09/2013 

online 

Date of Pre-bid meeting : --- 

Last date and time for online bid preparation and : Upto Date: 23/08/2013 to 02/09/2013 

hash submission (technical and financial) 

Time: 17.00 Hours 

Close for bidding & generate super hash 

: Date 02/09/2013 17.01 Hours to 

to 03/09/2013 Time 17.00 Hours 

Date and time for online bid data decryption and : Date: 06/09/2013 to 08/09/2013 

re-encryption (technical and commercial) 

Time: 17.00 Hours 

Receipt of bid security and tender document fees : Upto 06/09/2013 Time 17.00 

(in original one day before of the opening of the 

technical bid’s date and time ) 

 

Date: 06/ 09/2013 Time 17.01 hours 

to 08/09/2013 Time 17.00 hours 

Registeration class of Contractor 

: Class-V and above. 

TO BE FILLED BY THE CONTRACTOR 

I/We have quoted my/our offer in percentage rate in words as well as in figures. I/We further 

undertake to enter into contract in regular “B-1” form in Public Works Department. 

Name and signature of Contractor/ 

Power of Attorney holder 

With complete address. 


TENDERING PROCEDURE: - 

1.1 A. Blank Tender Forms. 

Tender Forms can be downloaded from the e-Tendering Portal of Zilla Parishad Akola i.e. 

https://zp.maharashtra.etenders.in after entering the details of payment towards Tender Fees 

as per the Tender Schedule. 

1.2 B PRE-TENDER CONFERENCE: - 

1.2.1 Pre-tender conference open to all prospective tenderers who have downloaded tender 

form before the date of Pre-tender Conference, will be held on -- --Hrs. in the office of 

the E-Tender Section, Zilla Parishad] Akola wherein prospective Tenderers will have an 

opportunity to obtain clarifications regarding the work and the Tender Conditions. 

1.2.2 The prospective tenderers are free to ask for any additional information or clarification 

either in writing or orally concerning the work, and the reply to the same will be given 

by the Executive Engineer, in writing and this clarification referred to as Common Set 

of Conditions / Deviations (C.S.D.), shall form part of tender documents and which will 

also be common and applicable to all tenderers. The point/points if any raised in writing 

and/or verbally by the contractor in pre-tender conference and not finding place in 

C.S.D. issued after the pre- bid conference, is/are deemed rejected. In such case the 

provision in NIT shall prevail. No individual correspondence will be made thereafter 

with the contractor in this regard. 

1.2.3 The tender submitted by the tenderer shall be based on the clarification, additional 

facility offered (if any) by the Department, and this tender shall be unconditional. 

Conditional tenders shall be summarily REJECTED. 

1.2.4 All tenderers are cautioned that tenders containing any deviation from the contractual terms 

and conditions, specifications or other requirements and conditional tenders will be treated as 

non responsive. The tenderer should clearly mention in forwarding letter that his offer (in 

envelope No. 1& 2) does not contain any conditions, deviations from terms and conditions 

stipulated in the tender. 

1.2.5 Tenderers should have valid Class II / III / IV / IV A / V / V A Digital Signature Certificate 

(DSC) obtained from any Certifying Authorities. In case of requirement of DSC, interested 

Bidders should go to http://maharashtra.etenders.in/mah/DigitalCerti.asp and follow the 

procedure mentioned in the document ‘Procedure for application of Digital Certificate’. 

1.2.6 The Tenderers have to make a payment of Rs 1038/- online as service charges for the use of 

Electronic Tendering during Online Bid Data Decryption and Re-encryption stage of the 

Tender. 

1.2.7 For any assistance on the use of Electronic Tendering System, the Users may call the below 

numbers: 


Landline No. - 020 - 2531 5555 / 56 

Landline No. - 022 - 2661 1117 (Ext 25 / 26) 

Mobile No. - 91679 69601 / 04 / 14 

1.2.8 Tenderers should install the Mandatory Components available on the Home Page of 

http://maharashtra.etenders.in under the section ‘Mandatory Components’ and make the 

necessary Browser Settings provided under section ‘Internet Explorer Settings’ 

1.2.9 For benefit of the Tenderers, a workshop on Electronic Tendering System has been organised 

at on at . Tenderers are requested to attend the workshop for 

an overview of the Electronic Tendering System and to understand the pre-requisites of 

participation on the Electronic Tendering System. 

1.3 Guidelines to Bidders on the operations of Electronic Tendering System of Zilla 

Parishad Akola on. https://zp.maharashtra.etenders.in 

A. Pre-requisites to participate in the Tenders processed by Zilla Parishad Akola 

1. Enrolment and Empanelment of Contractors on Electronic Tendering System: 

The Contractors interested in participating in the Tenders of Minor Irrigation Department – 

processed using the Electronic Tendering System shall be required to enrol on the Electronic 

Tendering System to obtain User ID. 

After submission of application for enrolment on the System, the application information shall 

be verified by the Authorized Representative of the Service Provider. If the information is 

found to be complete, the enrolment submitted by the Vendor shall be approved. 

For participating in Limited and Restricted tenders the registered vendors have to apply for 

empanelment on the sub-portal of https://zp.maharashtra.etenders.in in an appropriate class of 

registration. The empanelment will have to be approved by the respective officer from the 

MID. Only empanelled vendors will be allowed to participate in such tenders. 

The Contractors may obtain the necessary information on the process of enrolment and 

empanelment either from Helpdesk Support Team or may visit the information published 

under the link Enrol under the section E-Tendering Toolkit for Bidders on the Home Page of 

the Electronic Tendering System. 

2. Obtaining a Digital Certificate: 

The Bid Data that is prepared online is required to be encrypted and the hash value of the Bid 

Data is required to be signed electronically using a Digital Certificate (Class – II or Class – 

III). This is required to maintain the security of the Bid Data and also to establish the identity 

of the Contractor transacting on the System. 


The Digital Certificates are issued by an approved Certifying Authority authorized by the 

Controller of Certifying Authorities of Government of India through their Authorized 

Representatives upon receipt of documents required to obtain a Digital Certificate. 

Bid data / information for a particular Tender may be submitted only using the Digital 

Certificate which is used to encrypt the data / information and sign the hash value during the 

Bid Preparation and Hash Submission stage. In case during the process of preparing and 

submitting a Bid for a particular Tender, the Contractor loses his/her Digital Signature 

Certificate (i.e. due to virus attack, hardware problem, operating system problem); he / she 

may not be able to submit the Bid online. Hence, the Users are advised to store his / her 

Digital Certificate securely and if possible, keep a backup at safe place under adequate 

security to be used in case of need. 

In case of online tendering, if the Digital Certificate issued to an Authorised User of a 

Partnership Firm is used for signing and submitting a bid, it will be considered equivalent to a 

no objection certificate / power of attorney to that User to submit the bid on behalf of the 

Partnership Firm. The Partnership Firm has to authorize a specific individual via an 

authorization certificate signed by a partner of the firm (and in case the applicant is a partner, 

another partner in the same form is required to authorise) to use the digital certificate as per 

Indian Information Technology Act, 2000. 

Unless the Digital Certificate is revoked, it will be assumed to represent adequate authority of 

the Authority User to bid on behalf of the Firm for the Tenders processed on the Electronic 

Tender Management System of Government of Maharashtra as per Indian Information 

Technology Act, 2000. The Digital Signature of this Authorized User will be binding on the 

Firm. It shall be the responsibility of Partners of the Firm to inform the Certifying Authority 

or Sub Certifying Authority, if the Authorized User changes, and apply for a fresh Digital 

Signature Certificate. The procedure for application of a Digital Signature Certificate will 

remain the same for the new Authorised User. 

The same procedure holds true for the Authorized Users in a Private / Public Limited 

Company. In this case, the Authorisation Certificate will have to be signed by the Director of 

the Company or the Reporting Authority of the Applicant. 

For information on the process of application for obtaining Digital Certificate, the Contractors 

may visit the section Digital Certificate on the Home Page of the Electronic Tendering 

System. 

3. Recommended Hardware and Internet Connectivity: 

To operate on the Electronic Tendering System, the Contractors are recommended to use 

Computer System with at least 1 GB of RAM and broadband connectivity with minimum 512 

kbps bandwidth. 


4. Set up of Computer System for executing the operations on the Electronic 

Tendering System: 

To operate on the Electronic Tendering System of Government of Maharashtra, the Computer 

System of the Contractors is required be set up. The Contractors are required to install 

Utilities available under the section Mandatory Installation Components on the Home Page of 

the System. 

The Utilities are available for download freely from the above mentioned section. The 

Contractors are requested to refer to the E-Tendering Toolkit for Bidders available online on 

the Home Page to understand the process of setting up the System, or alternatively, contact 

the Helpdesk Support Team on information / guidance on the process of setting up the 

System. 

5. Payment for Service Provider Fees: 

In addition to the Tender Document Fees payable to MID, the Contractors will have to pay 

Service Providers Fees of Rs. 1,038/- through online payments gateway service available on 

Electronic Tendering System. For the list of options for making online payments, the 

Contractors are advised to visit the link E-Payment Options under the section E-Tendering 

Toolkit for Bidders on the Home Page of the Electronic Tendering System 

B. Steps to be followed by Contractors to participate in the e-Tenders processed by Zilla 

Parishad Akola 

1. Preparation of online Briefcase: 

All Contractors enrolled on the Electronic Tendering System of Government of Maharashtra 

are provided with dedicated briefcase facility to store documents / files in digital format. The 

Contractors can use the online briefcase to store their scanned copies of frequently used 

documents / files to be submitted as a part of their bid response. The Contractors are advised 

to store the relevant documents in the briefcase before starting the Bid Preparation and Hash 

Submission stage. 

In case, the Contractors have multiple documents under the same type (e.g. multiple Work 

Completion Certificates) as mentioned above, the Contractors advised to either create a single 

.pdf file of all the documents of same type or compress the documents in a single compressed 

file in .zip or .rar formats and upload the same. 


It is mandatory to upload the documents using the briefcase facility. Therefore, the 

Contractors are advised to keep the documents ready in the briefcase to ensure timely bid 

preparation. 

Note: Uploading of documents in the briefcase does not mean that the documents are 

available to , Rural Water Supply Division Zilla Parishad Akola at the time of Tender 

Opening stage unless the documents are specifically attached to the bid during the online Bid 

Preparation and Hash Submission stage as well as during Decryption and Re-encryption stage. 

2. Online viewing of Detailed Notice Inviting Tenders: 

The Contractors can view the Detailed Tender Notice along with the Time Schedule 

(Key Dates) for all the Live Tenders released by Zilla Parishad Akola on the home page of Zilla 

Parishad Akola e-Tendering Portal on https://zp.maharashtra.etenders.in under the section Recent 

Online Tender. 

3. Download of Tender Documents: 

The Pre-qualification / Main Bidding Documents are available for free downloading. 

However to participate in the online tender, the bidder must purchase the bidding documents 

online by filling up details of Demand Draft towards the cost of Tender Form Fee 

4. Online Bid Preparation and Submission of Bid Hash (Seal) of Bids: 

Submission of Bids will be preceded by online bid preparation and submission of the digitally 

signed Bid Hashes (Seals) within the Tender Time Schedule (Key Dates) published in the 

Detailed Notice Inviting Tender. The Bid Data is to be prepared in the templates provided by 

the Tendering Authority of Executive Engineer Zilla Parishad Akola. The templates may be 

either form based, extensible tables and / or uploadable documents. In the form based type of 

templates and extensible table type of templates, the Contractors are required to enter the data 

and encrypt the data using the Digital Certificate. 

In the uploadable document type of templates, the Contractors are required to select the 

relevant document / compressed file (containing multiple documents) already uploaded in the 

briefcase. 

Notes: 

a. The Contractors upload a single document or a compressed file containing multiple 

documents against each unloadable option. 

b. The Hashes are the thumbprint of electronic data and are based on one – way 

algorithm. The Hashes establish the unique identity of Bid Data. 

c. The bid hash values are digitally signed using valid Class – II or Class – III Digital 


Certificate issued any Certifying Authority. The Contractors are required to obtain 

Digital Certificate in advance. 

d. After the hash value of bid data is generated, the Contractors cannot make any change 

/ addition in its bid data. The bidder may modify bids before the deadline for Bid 

Preparation and Hash Submission as per Time Schedule mentioned in the Tender 

documents. 

e. This stage will be applicable during both, Pre-bid / Pre-qualification and Financial 

Bidding Processes. 

5. Close for Bidding (Generation of Super Hash Values): 

After the expiry of the cut – off time of Bid Preparation and Hash Submission stage to be 

completed by the Contractors has lapsed, the Tender will be closed by the Tender Authority. 

The Tender Authority from MID shall generate and digitally sign the Super Hash values 

(Seals). 

6. Decryption and Re-encryption of Bids (submitting the Bids online): 

After the time for generation of Super Hash values by the Tender Authority from M.J.P. 

Contractors have to make the online payment of Rs. 1,038/- towards the fees of the Service 

Provider. 

After making online payment towards Fees of Service Provider, the Contractors are required 

to decrypt their bid data using their Digital Certificate and immediately re-encrypt their bid 

data using the Public Key of the Tendering Authority. The Public Key of the Tendering 

Authority is attached to the Tender during the Close for Bidding stage. 

Note: The details of the Processing Fees shall be verified and matched during the Technical 

Opening stage. 

At this time, the Contractors are also required to upload the files for which they generated the 

Hash values during the Bid Preparation and Hash Submission stage. 

The Bid Data and Documents of only those Contractors who have submitted their Bid Hashes 

(Seals) within the stipulated time (as per the Tender Time Schedule), will be available for 

decryption and re-encryption and to upload the relevant documents from Briefcase. A 

Contractor who has not submitted his Bid Preparation and Hash Submission stage within the 

stipulated time will not be allowed to decrypt / re-encrypt the Bid data / submit documents 

during the stage of Decryption and Re-encryption of Bids (submitting the Bids online). 

7. Shortlisting of Contractors for Financial Bidding Process: 


The Tendering Authority will first open the Technical Bid documents of all Contractors and 

after scrutinizing these documents will shortlist the Contractors who are eligible for Financial 

Bidding Process. The shortlisted Contractors will be intimated by email. 

8. Opening of the Financial Bids: 

The Contractors may remain present in the Office of the Tender Opening Authority at the 

time of opening of Financial Bids. However, the results of the Financial Bids of all 

Contractors shall be available on the MID e-Tendering Portal immediately after the 

completion of opening process. 

9. Tender Schedule (Key Dates): 

The Contractors are strictly advised to follow the Dates and Times allocated to each stage 

under the column “Contractor Stage” as indicated in the Time Schedule in the Detailed 

Tender Notice for the Tender. All the online activities are time tracked and the Electronic 

Tendering System enforces time-locks that ensure that no activity or transaction can take 

place outside the Start and End Dates and Time of the stage as defined in the Tender 

Schedule. 

At the sole discretion of the Tender Authority, the time schedule of the Tender stages may be 

extended 

A) Works 

1.4 ENVELOPE No. 1: (Documents) 

The first envelope “Envelope No. 1” shall contain the following documents: 

1.4.1 Scanned copy of Demand .Draft of Rs.45600/-* issued from any Scheduled Bank and duly 

endorsed in the name of Chief Accounts & Finance officer. Finance Depatment Zilla 

Parishad Akola, or valid certificate of exemption from payment of earnest money if 

applicable (true copy attested by Gazetted Officer to be Submitted as per the tender 

Schedule). 

1.4.2 Scanned copy of Valid certificate as a Registered Contractor with the 

Government of Maharashtra in appropriate class (attested by Gazetted Officer). 

1.4.3 Scanned copy of valid VAT registration certificate from Maharashtra State Sale 

Tax Department duly attested by Gazetted Officer (Maharashtra Value 

Added Tax Act 2005) 

1.4.4 Scanned copy of list of Machinery and plants immediately available with the tenderer for use 

on this work and list of machinery proposed to be utilized on this work. 

1.4.5 Scanned copy of proof of appointment of employees 

1.4.6 Scanned copy of details of work done during last three years with the value of work 

unfinished 

1.4.7 Noterised Joint Venture if applicable 

1.4.8 Scanned copy of certified Attested copy of Registered Partnership Deed / Memorandum of Article 

of Association, as the case may be if the tenderer is a partnership firm or joint venture company if 

applicable. The Certificate shall be attested Gazetted Officer 

1.4.9 Power of Attorney on behalf of firm issued in the name of persons authorised to sign 

agreements, bill, etc. and collect cheques from department for the work done. Gazetted 


Officer Even though the bidders meet the above qualifying criteria, they are subjected to be 

disqualified if they have made misleading or false representation in the forms statement and 

attachments submitted as proof of the qualification requirements and / or record of post performance 

such as abandoning the works, not properly completing the contract, in ordinate delays in completion 

litigation history or financial failures etc. 

1.5 ENVELOPE No. 2 TENDER (FINANCIAL BID) 

The second envelope “Envelope No. 2” shall contain only the main tender including 

the Common Set of Conditions / Deviation issued by the Department after the pretender 

Conference. A tender submitted without this would be considered as invalid. 

The Tenderer should quote his offer duly signed in terms of percentage of estimated rates at 

the appropriate place of tender documents to be submitted only in Envelope No. 2 He should 

not quote his offer any where directly or indirectly in Envelope No. 1. The contractor shall 

quote for the work as per details given in the main tender and also based on the detailed set of 

conditions issued / Additional stipulations made by the Department as informed to him by a 

letter from Chief Engineer / Superintending Engineer after Pre-Tender Conference. His tender 

shall be unconditional. 

1.6 SUBMISSION OF TENDER: - 

Refer to Section ‘Guidelines to Bidders on the operations of Electronic Tendering System of Rural 

Water Supply Division / Public Works Department’ for details. 

1.7 OPENING OF TENDERS: 

On the date, specified in the Tender Schedule, following procedure will be adopted for 

opening of the Tender. 

(A) ENVELOPE No. 1 :- ( Documents ) 

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

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

requirements of the Department, a note will be recorded accordingly by the tender opening 

authority and the said tenderers Envelope No. 2 will not be considered for further action and 

the same will be recorded. 

The decision of the tender opening authority in this regard will be final and binding on the 

contractors. 

(B) ENVELOPE No. 2: (Financial Bid) 

a)This envelope shall be opened online immediately after opening of Envelope No. 1, only if 

contents of Envelope No. 1 are found to be acceptable to the Department. The tendered rates 

in Schedule ‘B’ or percentage above/below the estimated rates shall then be read out. in the 

presence of bidders who remain present at the time of opening of Envelope No. 2. 

1.8 EARNEST MONEY : 

(i)Earnest money of minimum Rs 45600/- to be attached with the tender should be in the form of 

challan showing deposit of cash in to the treasury / bank or Term deposit receipt for period of one year 

issued by the Scheduled Bank duly endorsed in the name of Chief Accounts & Finance officer. 

Finance Depatment Zilla Parishad Akola, 

(ii)Attested copy of earnest money exemption certificate will be accepted in lieu Earnest 

Money Deposit from the Registered Contractors of Maharashtra State only. 

Earnest Money in the form of cheques or any other form except above will not be accepted. 

(iii)The amount will be refunded to the unsuccessful tenderers on deciding about the 

acceptance or otherwise of the tender. In case of successful tenderer, it will be refunded on 

his paying initial Security Deposit and completing the tender documents in form B-1. 

(iv) In case of Joint Venture Earnest money Exemption certificate in individual Capacity will 

not be accepted. Earnest money, Security Deposit, additional security deposit etc. in the 

form of T.D.R/F.D.R issued in the name of Joint Venture Company drawn by scheduled 


ank having branches in Maharashtra and endorsed, in the name of Chief Accounts & 

Finance Oficer,Zilla Parishad, Akola for the period of one year will be considered 

1.9 A SECURITY DEPOSIT: 

The successful tenderer whose tender is accepted will have to pay Rs.182200/-*towards the 

Security Deposit Rs.91100/-* is to be deposited in cash or bank guarantee of scheduled 

bank, F.D.R. of the scheduled bank / National Saving Certificate duly pledged in the name of 

the Executive Engineer Rural Water Supply Division Zilla Parishad,Akola, towards the 

initial Security Deposit, valid within the time limit prescribed in clause 1 of B-1 Form, 

agreement till completion of defect liabilities period failing which his earnest money will be 

forfeited to Government.(iii) In addition to the above, an amount of Rs. 91100/-* will be 

deducted from the running bills at 2 % of value of the gross bill towards balance security 

deposit. This is a compulsory deduction. 

1.9. B. Condition for payment of additional security deposit, if offer quoted by the tenderer is 

lesser than 15% below the cost put to tender. 

The contractor shall deposit an additional security deposit along with the security deposit as 

per clause 1.9 within 10 days of acceptance of tender in the form of Bank guarantee, when the 

below percentage quoted is more than 15% of cost put to tender. 

The amount of security deposit shall be worked out as per following formula. 

Additional Security Deposit = Rs. [% rate quoted by the contractor -15] x 50/100 x 

100 

Cost put tender (i.e. Rs. 4553588/-) 

If the contractor does not deposit this additional security deposit (if applicable) within 

stipulated time then his earnest money deposit will be forfeited and his tender will not be 

considered for acceptance. 

This additional security deposit shall be extendable up to expiry of valid extensions if 

any and it shall be refunded along with the final bill, after satisfactory completion of 

work. 

1.10 ISSUE OF FORMS: 

Information regarding contract as well as blank tender forms can be downloaded from the 

eTendering website upon providing the details of the payment of cost as detailed in the N.I.T. 

1.11 TIME LIMIT: 

The work is to be completed within time limit as specified in the N.I.T. which shall be 

reckoned from the date of written order for commencing the work and shall be inclusive 

of monsoon period. 

1.12 TENDER RATE: 

No alteration in the form of tender and the schedule of tender and no additions in the scope of 

special stipulations will be permitted. Rates quoted for the tender shall be taken as applicable 

for all leads and lifts. 

1.13 TENDER UNITS: 

The tenderers should particularly note the units mentioned in the Schedule “B” on which the 

rates are based. No change in the units shall be allowed. In the case of difference between the 

rates written in figures and in words, the correct rate will be the one, which is lower of the 

two. 

1.14 CORRECTION: 

No corrections shall be made in the tender documents. Any corrections that are to be made 

shall be made by crossing the incorrect portion and writing the correct portions above with the 

initials of tenderer. 

1.15 TENDER’S ACCEPTANCE : 

Acceptance of tender will rest with Jal Vyavstapan Samitee , Z.P.Akola who reserves the 

right to reject any or all tenders without assigning any reason therefor. The tenderer 

whose tender is accepted will have to enter in to a regular B-1 agreement within 10 days 

of being notified to do so. In case of failure on the part of Tenderer to sign the 

agreement within the stipulated time, the earnest money paid by him shall stand 


forfeited to the Government and the offer of the tenderer shall be considered as 

withdrawn by him. 

1.16 CONDITIONAL TENDER : 

The tenders who do not fulfil the condition of the notification and the general rules and 

directions for the guidance of contractor in the agreement form or are incomplete in any 

respect are likely to be rejected without assigning any reason therefore. 

1.17(a) The Tenderers shall be presumed to have carefully examined the drawings, conditions and 

specifications of the work and have fully acquainted themselves with all details of the site, the 

conditions of rock and its joints, pattern, river, weather characteristics, labour conditions and 

in general with all the necessary information and data pertaining to the work, prior to 

tendering for the work. 

1.17(b) The data whatsoever supplied by the Department along with the tender documents are meant 

to serve only as guide for the tenderers while tendering and the Department accepts no 

responsibility whatsoever either for the accuracy of data or for their comprehensiveness. 

1.17(c) The quarries for extraction of metal, murum etc. provided in the sanctioned estimate are as per 

survey conducted by the Department. The Contractor should however examine these quarries 

and see whether full quantity of materials required for execution of the work strictly as per 

specification are available in these source before quoting the rates. In case the materials are 

not available due to reasons whatsoever, the contractor will have to bring the materials from 

any other source with no extra cost to Government. The rates quoted, should therefore be for 

all leads and lifts from wherever the materials are brought at site of work and inclusive of 

royalty to be paid to the Revenue Department by the Contractor. 

POWER OF ATTORNEY: 

If the tenderers are a firm or company, they should in their forwarding letter mention 

the names of all the partners together with the name of the person who holds the power 

of Attorney, authorizing him to conduct all transactions on behalf of the body, along with 

the tender. 

1.19 The tenderer may, in the forwarding letter, mention any points are may wish to make clear but 

the right is reserved to reject the same or the whole of the tender if the same becomes 

conditional tender thereby. 

1.20 The contractor or the firms tendering for the work shall inform the Department if they appoint 

their authorized Agent on the work. 

1.21 No foreign exchange will be released by the Department for the purchase of plants and 

machinery for the work by the Contractor. 

1.22 Any dues arising out of contract will be recovered from the contractor as arrears of Land 

Revenue, if not paid amicably. Moreover, recovery of Government dues from the Contractors 

will be affected from the payment due to the Contractor from any other Government works 

under execution with them. 

1.23 All pages of tender documents, conditions, specifications, correction slips etc. shall be 

initialled by the tenderer. The tender should bear full signature of the tenderer, or his 

authorized power of Attorney holder in case of a firm. 

1.24 The Income Tax at 2.30 % including surcharge or percentage in force from time to time or at 

the rate as intimated by the competent Income Tax authority shall be deducted from bill 

amount whether measured bill, advance payment or secured advance. 

1.25 The successful tenderer will be required to produce, to the satisfaction of the specified 

concerned authority a valid concurrent license issued in his favour under the provisions of the 

Contract Labour (Regulation and Abolition) Act 1970 for starting the work. On failure to do 

so, the acceptance of the tender shall be liable to be withdrawn and also liable for forfeiture of 

the earnest money. 

1.26 The tenderer shall submit the list of apprentices engaged by the Contractor under Apprentice 

Act. 

1.27 Cess @ 1% (One percent) shall be deducted at source from every bill of the 

Contractor by the Executive Engineer Under “ Building and Other Construction for 

workers Welfare Cess Act 1996 

1.28 VALIDITY PERIOD : 


The offer shall remain open for acceptance for minimum period of 120 days from the Date of 

opening of Envelope No. 2 (Financial Bid) and thereafter until it is withdrawn by the 

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

Registered Post Acknowledgment due. 

 

 

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PANI PURAWTHA YOJNA ( With Public Contribution ) AT. 

PATKHED TAL-BARSHITAKLIDIST. AKOLA 

TENDER DOCUMENT 

Rural Water Supply Division ZILLA PARISHAD, AKOLA. 


GOVERNMENT OF MAHARASHTRA 

RURAL WATER SUPPLY DIVISION ZILLA PARISHAD, AKOLA 

Name of Circle : MAHARASHTRA JEEVAN PRADHIKARAN CIRCLE 

AKOLA 

Name of Division : 

Name of Work 

Estimated cost put to 

Tender : 

: 

RURAL WATER SUPPLY DIVISION 

ZILLA PARISHAD, AKOLA 

PANI PURAWTHA YOJNA ( With Public 



Rs. 4553588/-* 

Tender Amount : Rs.1000/- 

Security Deposit : Rs.91100/- 

Name of the contractor 

and address 

: 

Percentage above/below : 

Date of work order : 

Stipulated time of 

completion 

Tender accepted under 

No. 

: 12 months Excluding Mansoon Period . 

: Date 


INDEX 

NAME OF WORK :- PANI PURAWTHA YOJNA ( With Public Contribution ) 

AT. PATKHED TAL-BARSHITAKLIDIST. AKOLA 

Sr.No. 

Contents 

Page Number 

From To 

1 Tender Schedule, Revised Tender Schedule 1 2 

2 Invitation of Tender a) Press Notice b) Detailed Tender Notice 3 21 

3 B1 Tender Form 22 26 

4 APPENDIX “A” Form of one year Term Deposit Receipt 27 27 

5 APPENDIX “B” Bank Guarantee 28 30 

6 Conditions of Contract 31 56 

7 Schedule "A" 57 57 

8 Schedule "B" 58 61 

9 Construction Programme 62 62 

10 Special Conditions of Contract 63 87 

11 General Specification Index 88 88 

12 General Specification 89 165 


1 

 

 

 

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2 

 

B-l FORM (Percentage Rates) 

TENDER PAPERS FOR 

NAME OF WORK:- PANI PURAWTHA YOJNA ( With Public Contribution 

) AT. PATKHED TAL-BARSHITAKLIDIST. AKOLA 

1) NAME OF CONTRACTOR Shri / M/s. : _____________________________ 

__________________________________________ 

2) LAST DATE SUBMISSION OF TENDER : upto 03/09/2013 To 06/09/2013 17.00 hrs. 

3) DATE OF OPENING OF TENDER : 06/09/2013 To 08/09/2013 (If possible) 

4) COST OF TENDER FORM : Rs. 1000/- 

5) NAME OF TENDER ACCEPTING : Rural Water Supply Division 

AUTHORITY 

Zilla Parishad Akola 

 

6) AMOUNT OF CONTRACT : Rs. ___________________ i.e. _____________ 

_______________________ % below / above. 

7) DATE OF WORK ORDER : / / 2013 

Vide T.O. No. _______________ / AB / TC. 

8) DATE OF COMPLETION : Date : __________________________________ 

i.e. upto. ________________________________ 

________________________________________ 

________________________________________ 

9) EXTENSION OF TIME LIMIT, : ________________________________________ 

IF ANY 

________________________________________ 

________________________________________ 


3 

 

 

NAME OF WORK:- PANI PURAWTHA YOJNA ( With Public Contribution 

) AT. PATKHED TAL-BARSHITAKLIDIST. AKOLA 

Estimated cost put to tender . : 4996111/- 

Earnest Money :- In Shape of Term Deposit Rs. : 45600/-* 

(Term Deposit Scanned Receipt for a period of one year issued by any Schedule Bank 

should be attached to the tender at the time of submission.) 

Security Deposit: 2%: Rs. 91100/-* 

Balance from R.A. Bills: 2% Rs. 91100/-* 

Tender Period: Forty Eight ( 18) Calendar months from the date of written order to start the 

Work. 

CONTENTS OF FORM From To 

Form B-l Sheet __________________ ________________ 

Schedule ‘A’ Sheet __________________ ________________ 

Schedule ‘B’ Sheet __________________ ________________ 

Appendices Sheet __________________ ________________ 

General Conditions of Contract Sheet __________________ ________________ 

Special Conditions of Contract Sheet __________________ ________________ 

General Specifications Sheet __________________ ________________ 

Drawings Nos. ___________________ ________________ 

Above To be filled in by the contractor 

I/We have quoted my /our rates in words as well as in figures. I/We further undertake 

to enter into Contract in regular ‘B-1’ Form with 


4 

 

Sealed Percentage rate tenders in B-1 form are invited from the contractors registered 

with M.J.P. Government of Maharashtra Class V and Above only in the form of e-Tender for 

the work as detailed below. 

a. Name of work : PANI PURAWTHA YOJNA ( With Public 

Contribution ) AT. PATKHED TAL-BARSHITAKLIDIST. AKOLA 

b. Estimated cost : Rs. 4996111/- 

c. Earnest Money : Rs. 45600/-* 

d. Security Deposit : Rs. 182200/-* 

e. Time Limit : Eighteen (12) Calendar months Excluding monsoon period. 

f. Date and issue of Blank tender forms : 23.08.2013 to 31.08.2013 ( 17.01 to 17.00 Hrs) 

g. Date and place of Pre-Bid Conference : - 

h. Last date and time of receipt of tenders : Up to 17.00 Hrs. on 31/08/2013 

1 The blank forms of Bid Capacity documents are available on the e-Tendering website of 

Govt. of Maharashtra “http:// zp.maharashtra.etenders.in.” The aspiring Bidders will have to 

download Pre-qualification form, from the website mentioned above. 

Before purchasing of bidders shall deposit process fees Rs.1000/- (Rupees One 

Thousand only) in the Cash. 

Bidders shall upload the scanned copy of Bank DD along with documents. The 

Application should be uploaded with the photocopies of documents attested by Gazzetted Officer 

such as Works Deptt.zp akola Registration Certificate Registration Certificate, VAT Registration 

Certificate, PAN Card, PTR and PTE Registration Certificate, EPF Registration Certificate, 

before 23.08..2013 upto 17.00 hours. The bidder has to fill in online format and upload 

information regarding qualification online. 

2 Blank Tender forms can be downloaded by Qualified bidders only from the 

department’s portal http://zp.maharashtra.etenders.in & payment of Rs. 1000/-(Rs.one.Thousand 

only) ) in the form of Demand Draft in the name of Chief Accounts & Finance Oficer,Zilla 

Parishad, Akola. and the scanned copy of DD of such amount should be uploaded, failing which 

the envelope No. 2 of the bidder will not be opened. 

Payment by Cash or Cheque as well as application by Post, Courier or RPAD will not be 

accepted. 

3 Each tender shall be accompanied by earnest money in the form of term deposit 

receipt for the period of one year issued by a Scheduled / Nationalised Bank in the 

prescribed form drawn in favour of Chief Accounts & Finance Oficer,Zilla Parishad, Akola. 

The contractor should submit the scanned copy of term deposit receipt along with the Tender 

document at the time of online submission of the Tender Document. The original term 

deposit receipt should be submitted in the office of Etender Section, Zilla Parishad Akola 

before the last date of online submission of the Tender Document. Neither cheque nor cash 

nor bank guarantee will be accepted towards payment of earnest money. 

4 Tenders should be submitted online up to 17.00 hrs on 03/09/13 and will be opened 

Zilla Parishad, Akola on the same day, if possible. The offer will remain valid for a period of 

120 days from the date of opening of the tender and there after until it is withdrawn in writing 

by the tenderer. 

5. Right is reserved to reject any item of the tender or a tender or all the tenders without 

assigning any reason there for decision for acceptance or rejection will rest with the 

competent authority. 

6. The site of work is village DABKI TAL- Akola , District – Akola. 

7. The tenderers are requested to read carefully all the tender instructions mentioned in 

while submitting their tenders online in two envelope system. They should also be very 


5 

careful regarding the documents to be submitted in the envelopes. Non observance of these 

things may result in rejecting the tender. 


6 

DETAILED TENDER NOTICE 

1.0 Sealed Percentage rate tenders in B-1 form are invited from the contractors registered 

with Works Deptt.Zilla Parishad of Government of Maharashtra Class V and Above. 

only in the form of e-Tender for the work of PANI PURAWTHA YOJNA ( 

With Public Contribution ) AT. PATKHED TAL-BARSHITAKLIDIST. 

AKOLA 

1.Estimated Cost (Approximately) 

Rs. 4996111/- Lakhs 

2. Earnest Money Rs. 45600/-* 

3. Security Deposit Rs. 91100/-* 

4. Time Limit 12 Month 

(Excluding monsoon) 

5. Date of online issue of 23/08/13 to 

Documents. 

31/0813 (17.00 hrs.) 

6. Date of online receipt of upto 31/08/13 (up to 17.00 hrs.) 

Documents. 

7. Date of online issue of Blank 23.08.2013(10.01 hrs) to 

Tender forms. 

31.08.2013(17.00 hrs.) 

8. Last date of online receipt of 31/08/13 (17.00hrs) 

Tender forms 

1.2 The blank tender forms can be downloaded by the qualified contractor only from the 

website of Govt. of Maharashtra shttp://maharashtra.etenders.in “Tender Purchase”. 

While submitting the duly filled Tender Documents the Bidder is required to Deposit 

Tender Fee amount Rs.1000/- (Rs. one.Thousand only) only in the form of Demand 

Draft in the name of Chief Accounts & Finance Oficer,Zilla Parishad, Akola and the 

scanned copy DD of such amount should be uploaded, failing which the envelope No. 2 of 

the bidder will not be opened. 

1.3 --------------- 


7 

1.4 Each tender shall be accompanied by scanned copy of earnest money in the form of a 

receipt of DD. Either cheque nor cash nor bank guarantee will be NOT accepted 

towards payment of earnest money. The original DD issued by a 

Nationalised/scheduled Bank should be submitted in the office of Etender 

section,,Zilla Parishad, Akola before the last date of online submission of the Tender 

Document. 

1.5 Tenders should be submitted online from 03/09/2013(17.01 hrs) to 06/09/13 (17.00 

hrs) and will be opened by the Authorised Commitee on the same day if possible. The 

offer will remain valid for a period of 120 days, from the date of opening of tender and 

there after until it is withdrawn in writing by the tenderer. 

1.6 The right is reserved to reject any item of the tender, or a tender, or all the tenders, 

without assigning any reason therefore. Decision for acceptance or rejection rests with 

the Chief Engineer, M.I. (L.S.) Pune. & Authourised Committee of etender opened. 

1.7 The latest Income Tax documents (PAN Card and Balance Sheet from Chartered 

Accountant and Filed IT Returns, Details of Receipt & Payments) and valid 

contractor’s Registration Certificate,Valid VAT Registration Certificate in form 

II(Rule-4 (i) under Rule 1984) along with clearance Certificate, Registration and 

Clearance Certificate as per the provision in labour /employees provident fund, labour 

licence. Scanned copies of all Originals will have to be submitted with qualification / 

blank tender form; otherwise qualification/tender forms will be rejected. The 

contractor’s who successfully qualify in qualification evaluation can participate in the 

further process of tendering. 

1.8 ------ 

1.9 PANI PURAWTHA YOJNA ( With Public Contribution ) AT. PATKHED 

TAL-BARSHITAKLIDIST. AKOLA 

1.10 Conditional Tenders will not be accepted. 

1.11 A) Prior to the issue of Blank tender form for the work, the general experience, 

machinery details, Bid capacity of the interested contractor will be evaluated and 

determined on the basis of the necessary and requisite information submitted by them 

in the prescribed document. Only those contractors who successfully qualify in 

evaluation will be eligible to tender for the work and blank tender form will be issued 

to them only. 

The blank forms of Bid Capacity documents are available on the e-Tendering 

website of Govt. of Maharashtra “https://maharashtra.etenders.in.” The aspiring Bidders 

will have to download form, from the website mentioned above. Before purchasing the 

duly filled documents bidders shall deposit process fees Rs.1000/- (Rupees one.Thousand 

only) in the form of Demand Draft in the name of Chief Accounts & Finance Oficer,Zilla 

Parishad, Akola . 

Payment by Cash or Cheque as well as application by Post, Courier or RPAD will 

not be accepted. 

C) 50% of the each type of machinery required for the work as listed in para 3.37 of 

prequalification shall be owned by the contractor in his name and documentary 

evidence in the form of scanned copy of original document should be produced for the 

same and for the rest 50% of machinery the details of sources of availability from 

where the machinery planned to be procured shall be given along with 

M.O.U. with the Party Supplying such machinery along with Supply guarantee on 

Rs.100/- Bond paper. 


8 

2. INSTRUCTIONS AND NOTES FOR THE GUIDNCE OF TENDERERS 

2.1 The tenderer shall be presumed to have carefully examined all documents, forms 

statement, special conditions schedules, drawings, general conditions and specifications 

of contract and to have fully acquainted themselves with all the details of site labour 

conditions and in general with all necessary information and date etc. pertaining to and 

needed for the work till completion of the work. 

2.2 The tenders should see in particular the quarry sites and satisfy themselves about the 

quality and quantities of the materials available as the rates quoted will be inclusive of 

all leads and lifts involved in bringing the materials from the quarry areas. All necessary 

testing of materials shall be carried out by the Contractor at his own cost to confirm their 

suitability before the materials will be permitted to be used. No claim in respect of 

additional leads and lifts and private quarry charges of any kind will be entertained. Any 

lead shown on any map or at any page of this document should not be taken into 

consideration and no claim on account of this will be entertained. 

3 ROYALTIES : 

3.1 All quarry fees, royalties, octroi dues and ground rent for stacking materials, if any, 

shall be paid by the contractor. All fees, etc. including royalties, are included in the 

rates submitted in the Tender. 

3.2 The amount of royalty included in the items of schedule 'B', the amount of royalty is to 

be paid by the contractor in advance before any material handling. If, contractor fails to 

pay, the amount of royalty shall be deducted from RA Bill as per the prevailing rates and 

will be released only after producing the documentary evidence of payment of royalty 

charges paid to concerned Revenue Authority. If contractor fails to produce the 

documentary evidence of payment of royalty charges, the amount of royalty deducted 

from RA Bill shall be directly paid to the concerned Revenue Authority. If any penalties 

are imposed by the Revenue Authority the same shall be borne by the contractor. 

4. PREFERENCE : 

Preference will be given to those contractors who have previous experience of such type 

of large works and who have necessary machinery with them who qualify through the 

Qualification evaluation. 

5. TIME LIMIT : 

The work is to be completed within Forty Twelve (12) calendar months including 

monsoon from date of written Work Order to commence the work. 

6. CONDITIONAL TENDERS : 

i) Conditional tenders will not be considered for acceptance 

ii) The tenderers are requested to read carefully all the instructions mentioned in para 

(8B) while submitting their tenders in e-tendering system in two envelope system . 

They should also be very careful regarding the documents to be submitted. Non 

observance of these things may result in rejection of the tender. 

Tenders which do not fulfill any of the conditions of notification and general rules 

and directions for the guidance of the contractors on page 1 of agreements form 

(printed B-1 form) or are incomplete in any respect are liable to be rejected 

without assigning any reason thereof. 

7. TENDER QUOTING 

a) The tenderer should quote percentage below or above both in words and figures. 

While online submission of the Tender, no alteration in the form of the tender and in 

the schedule of quantities and no addition in the form of special stipulation will be 

permitted. No change in the units shall be allowed. The rates quoted in Tender shall 

be taken as applying to all conditions of weather and the rates quoted will be inclusive 

of all taxes if any. 


9 

b) Tendered percentage below or above shall be written at the appropriate place in 

English both in words and figures. In case the percentage expressed in words differs 

from that expressed in figures, the lowest of the two will be taken as correct. 

c) Neither erasures nor over- writings shall be made in the price schedule and in general in 

the tendered documents. Every correction shall be made by crossing the pen across 

the incorrect or unrequired portion and writing the correct or required portion above. 

All corrections shall bear the dated initials of the tenderer. 

d) All pages of the tender documents, conditions, specifications and drawings, etc. shall 

be signed by the tenderer with his digital signature. 

e) The tender shall contain the name, residence and place of business of person/ persons 

submitting the tender. 

f) Tender by partnership firm shall furnish the full name(s) of all authorized 

representative on behalf of each partner followed by the name and designation of the 

person signing. An attested copy of the partnership deed shall be furnished along with 

the tender. Tender by companies shall be signed with the legal name of the company 

and signed by the person authorized to sign it in the matter. 

h) Whenever, whether in the submission of tender or later in other matters the signatures 

are made by one person on behalf of a company or partnership, the tenderer shall 

supply an attested copy of the power of attorney. 

i) Witnesses and sureties shall be the persons of status and probity and their names, 

occupations and address shall be stated below their signatures. All signatures shall be 

dated. 

8. TENDERING PROCEDURE : 

A) BLANK TENDER FORMS : 

Blank Tender forms can be downloaded from the website as stipulated in the Tender 

notice./ corrigendum. 

B) PRE-TENDER CONFERENCE :-------- 

a) TECHNICAL ENVELOPE (T1) : 

The first envelope, named as “Envelope T1”, shall contain scanned copies of original 

documents of the following . 

1. DD of any Scheduled/Nationalised Bank for the amount of earnest money or certificate 

of exemption for payment of earnst money, if applicable, duly attested by gazzetted 

officer. 

2. Certificates of Registration of the Contractor with WD may be applicable. 

3. VAT registration certificate in respect of sale by transfer of property in goods involved 

in the executions of a work contract under the provision of rule 58 of Maharashtra added 

tax Act 2005 should be submitted in original or certified copy. 

4. Certificate of registration under clause (5) Sub-clause (1) of Maharashtra State Professional 

tax rules 1975 should be submitted in original or certified copy. 

5 Income tax Certificate : Attached copy of acknowledgement of Income Tax latest return 

or audit balance sheet with profit and loss account certified by C.A. valid upto date of 

submission of tender or N.O.C. from Income Tax Department 

6. Government of Maharashtra Irrigation Department Circular No. Misc. 1098/212/98 

Mantralaya Mumbai Dt. 19 .1.1999. “The Contractor’s firm is required to get themselves 

registered under provision labour general provident fund act “and accordingly it is 

required to produce necessary certificate duly attested towards the deposit in the labour 

G .P. F. Account from the competent authority. 


10 

7. Deed of Partnership or Articles of Association and Memorandum of Association for 

Limited Company. 

8. --------- 

9. The pages of all the Tender Documents must be digitally signed by the Bidder 

and the marking of digital signature must be seen on each page. Otherwise 

the tender will not be considered for further activities. 

b) COMMERCIAL ENVELOPE (C1) – TENDER 

The second envelope named as “Envelope C1” shall contain only the main Tender 

including the common set of conditions / stipulations issued by the Department after the 

pre-Tender conference. A Tender submitted online without this will be considered as 

invalid. 

The Tenderer should quote his offer on Schedule “B” of the Tender as a percentage of 

estimated rates at the appropriate place in the Tender documents and enclose in Envelope C1. 

The Tenderer should not quote his offer anywhere directly or indirectly in Envelope T1. The 

contractor shall quote for the work as per details given in this main tender and also based on 

the detailed set of conditions issued /additional stipulation made by the department. This 

Tender shall be unconditional. 

c) SUBMISSION OF TENDER : 

The two Envelopes T l and C1, shall be submitted online by uploading: 

. 

The date and time for receipt of envelope containing Tender shall strictly apply in all 

cases. The Tenderer should ensure that their Tender is properly uploaded & submitted 

before the stipulated expiry date and time. No delay on account of any cause will be 

entertained for the late receipt of the Tender. A Tender offered or received after the 

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

be opened. 

d) OPENING OF TENDERS : 

On the date specified in the tender notice following procedure will be adopted for 

opening of the tender. 

TECHNICAL ENVELOPE (T1) : 

Envelope Tl of all the Tenderers will be opened first to verify that its contents are as 

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

requirements of the Department, a note will be recorded accordingly by the Tender opening 

authority and the said Tender’s Envelope C1 will not be considered for further action and the 

same will be recorded. 

COMMERCIALENVELOPE (C1) : 

This envelope shall be opened immediately after opening of Envelope T1, only if the 

contents of Envelope Tl are found to be acceptable to the Department. The percentage above 

or below the estimated rates shall then be read out. 

10. The tenders will be opened on 05.06.2013 (at 17.01 hours) to 07.06.2013 (at 18.00 hrs.) 

if possible in presence of the tenderers or their authorized agents, who may choose to be 

present. 


11 

11. THE TENDER WILL BE LIABLE TO BE REJECTED OUTRIGHT IF WHILE 

SUBMITTING : 

1) The tenderer proposes any alterations in the work specified in the tender or in the 

time allowed for carrying out the work or any other condition. 

2) Any of the pages of the tender are removed or replaced 

3) The percentage above or below are not clearly mentioned both in figures and words 

in the tender documents. 

4) The Tenderer, or in the case of a partnership firm, each partner thereof, does not sign 

or the signature/s is / are not attested by a witness on B-1 Tender Form of the tender 

in the space provided for the purpose (or provisions of paragraph 14.( d) are not 

complied with). In case of tender by companies, it should be signed by the legal name 

of the company and signed by the person authorized to sign to tender documents in 

the matter. 

5) Any erasures are made in the tender. 

6) All corrections and additions or pasted slips are not signed by the tenderer. 

12. EARNEST MONEY / SECURITY DEPOSIT : 

i) a) A sum of Rs.45600/-* on account of earnest money should be in form of DD 

issued by a Scheduled / Nationalised Bank, in favour of Chief Accounts & 

Finance Oficer,Zilla Parishad, Akola the contractor should draw demand draft 

of the same amount from scheduled / Nationalised bank and submit scanned 

copy of demand draft along with Tender document at the time of online 

submission of the Tender. The original D D should be submitted with 

documents to the Etender Section, Zilla Parishad, Akola before the last date 

of submission of Tender. 

b) Earnest Money in the form of cash or cheque will not be accepted. 

ii) ---- 

iii 

In lieu of cash deposit mentioned above in Para (ii) Government Security, gold 

bonds, guarantee bonds from a Scheduled Bank in the form acceptable to 

Government, National Savings certificates, National Defense Saving 

Certificates, for the value for which they can be encashed at the time of 

presentation as security deposit, Port Trust bonds, Municipal debentures, scripts 

of rural debentures issued by the Mumbai State Co-operative Land Mortgage 

Bank Limited, standing in the name of the Tenderer shall be accepted, if 

pledged as a Security Deposit in the name of Executive Engineer Rural 

Water Supply Division Zilla Parishad, Akola. Guarantee bonds of scheduled 

bank in the form acceptable to government shall be accepted, for a period equal 

to the time limit plus the period of defects liability (Clause 20 of B-1 tender 

form). The balance, amounts of security deposit of Rs. 91100/-* shall be 

recovered by 2% deduction from running account bills. 

12.1 ADDITIONAL SECURITY DEPOSIT : 

If the tenderer quotes rate less than 15% below or greater than 15% above, then the 

contractors has to furnish the additional security deposit before communication of acceptance 

of tender at the percentage by which the contractor has quoted less than 15% or more than 

15%. For example, if the contractors quoted rate is 25% below, the contractors has to furnish 

an additional security deposit procedure mentioned above (25-15)/100 x 15 = 2.75% of the 

estimated cost in the form of same guarantee which will be released at the time of payment of 

final bill. In either case, if the additional security deposit is not furnished as per requirement 

the Earnest Money will be forfeited (As per Govt. Circular (Marathi) Misc. 1097 

(105/97)/M.P. Dated : 22/5/1998). If there is an addition of work due to Extra Item, deviation 


12 

in tendered quantities beyond 125%, additional security deposit on extra cost beyond tender 

cost shall be recovered at the rate of 4% through the Running Account Bill. 

13. ACCEPTANCE OF THE TENDER :- 

Acceptance of the tender will rest with the Supdtt. Engineer, MJP Circle Akola / 

Executive Engr R.W.S. Dn. Z. P.Akola who reserves the right to reject any item of the 

tender, or a Tender or all Tenders without assigning any reasons thereof. The person /persons 

whose Tender may be accepted shall have to pay the cash security deposit and enter into 

regular B-l agreement within ten days of being notified to do so (which period may be 

extended by the Superintending Engineer MJP Circle Akola up to 15 days if he thinks it 

fit to do so), and shall abide by all rules & regulations embodied therein. In the event of the 

failure of the Tenderer to sign the agreement within the stipulated time, the earnest money 

paid by him shall stand forfeited to Government and the acceptance of the tender shall be 

considered as withdrawn. In the case of contractors who are exempted from paying the 

earnest money and who fail to pay the security deposit & sign the agreement in the stipulated 

time, the fixed amount deposited by them as per the rule governing registration of contractors, 

shall stand forfeited to Government. The facility of not paying earnest money extended to 

such contractors shall also stand withdrawn from the date on which they fail to comply with 

the requirements and their registration is also liable to be cancelled. 

The offer shall remain open for acceptance for a minimum period of 90 (Ninety) days 

from the date fixed for opening the same and there after until it is withdrawn by the 

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

registered post acknowledgment due or otherwise delivered at the office of such authority and 

also subject to other conditions shown in Memorandum of Agreement printed . 

14. The right is reserved to revise or amend the tender documents prior to the last date 

notified for the issue of tenders. Such revisions or amendments or extensions shall be 

communicated to all concerned in the form of addenda or by notice in the press as may be 

considered suitable. 

15. Should some items of work are being executed departmentally, the quantities that 

would be executed during the period between the issue of tender notice and fixation of 

agency will be deducted from the quantities in the tender. The tenderer should take 

cognizance of this fact and no claims would be tenable on a account of such reduction in the 

quantities. [Vide Govt. Letter No. 1076/ 1181/666 (E) 17 dated 08/06/76.] 

16. The successful tenderer should produce to the satisfaction of the competent authority 

accepting the Tender a valid and concurrent license issued in his favor under the provisions of 

the contract labour ( Regulation and Abolition) Act .1970 and the Maharashtra contract 

labour (Regulation and Abolition) Rule 1971 before starting the work. On failure to do so, the 

acceptance of the Tender will be liable to be withdrawn and also the earnest money will be 

forfeited to the Government. 

17. In the case of possibility of excess execution of the quantities of several items the 

necessary proposals are to be submitted to the competent authority for approval before 

execution of work and the decision of the competent authority being binding on the 

contractor. (As per Government of Maharashtra, Irrigation Department, circular No. Misc. 

1997 (S97) MPCP Mantralaya Mumbai Dt. 22.5.98.) 

18. The Contractor is bound to submit his yearly work (month wise) program regarding 

item-wise quantities, amounts and other details regarding it, month-wise which will be 

finalised by the Executive Engineer, before the issue of the Work Order and the same will be 

revived at the beginning of the financial year as per availability of the funds. The work 

schedule may be periodically revised by the Executive Engineer, only if found necessary due 

to circumstances beyond the control of the Contractor. 


13 

B - 1 TENDER FORM 

RURAL WATER SUPPLY DIVISION ZILLA PARISHAD AKOLA 

Percentage Rate Tender and Contract for MJP CSR 

GENERAL RULES AND DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS 

1. All work 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 Executive Engineer and signed by 

the Executive Engineer. 

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

opening Tenders, and the time allowed for carrying out the work; also the amount of 

earnest money to be deposited with the Tenderer and the amount of security deposit to 

be deposited by the successful Tender and the percentage, if any, to be deducted from 

bills. It will also state whether a refund of quarry fees, royalties, octroi dues and ground 

rents will be granted. Copies of the specifications designs and drawing and estimated 

rates, scheduled rates, and any other documents required in connection with the work 

which will be signed by the Executive Engineer for the purpose of identification shall 

also be open for inspection by Contractors at the office of the Executive Engineer, 

RURAL WATER SUPPLY DIVISION Zilla Parishad, Akola 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 

Government of Maharashatra such specification with designs and drawing 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 

there of 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. 

i) The Contractor shall pay along with Tender Rs. 45600/-* (In Word – Fourty Five 

Thousand Six Hundred only) as and by way of earnest money. The Contractor 

may pay the said amount by DDdrawn on any Scheduled/Nationalised Bank for the 

like amount in favour of the Chief Accounts & Finance Oficer,Zilla Parishad, Akola 

or an earnst money exemption certificate. The said amount of earnest money shall 

not carry any interest whatsoever. 

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 Condition of General Conditions 

of Contract. 

iii) If, after submitting the Tender, the Contractor withdraws his offer, or modifies the 

same or if after, the acceptance of his Tender the Contractor fails or neglects to 

furnish the balance of security deposit, without prejudice to any other rights and 

powers of the Governments here-under or in law, Government shall be entitled to 

forfeit the full amount of the earnest money and the additional 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 there to forfeit under the 

provision 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 described in their 

Tender as a firm, in which case the receipts shall be signed in the name of the firm, by 

one of the partners or by some other person having authority to give effectual receipts 

for the firm. 


14 

4. Any person who submits a Tender shall fill up usual printed form stating at what 

percentage he is willing to undertake the work. Tenders which propose any alteration in 

the work specified in the said 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. Tender shall have the name and the number of the work to which they refer 

written outside the envelope. 

5. The Superintending Engineer, MJP Circle, Akola or his duly authorized assistant will 

open Tenders in the presence of intending tenderer who may be present at the time, and 

will enter the amounts of the several Tenders in a comparative statement in a suitable 

form. In the event of a Tender being accepted, the Contractor shall thereupon for the 

purpose of identification, sign copies of the specification and other document mentioned 

in rule. In the event of a Tender being rejected, the Divisional Officer shall refund the 

amount of the earnest money deposited by the Contractor after obtaining a receipt for 

the return of earnest money. 

6. The officer competent to dispose off 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 Government 

unless it is signed by the Executive Engineer. 

8. The memorandum of work to be Tendered for and the schedule of the material to be 

supplied by the Rural Development and Water Conservation Department and their rates 

shall be filled in and completed by the Office of the Executive Engineer, RURAL 

WATER SUPPLY DIVISION Zilla Parishad, Akola, before the Tender form is 

issued. If a form issued to an intending tenderer has not been so filled and completed, he 

shall request the said office to have this done before he completes, and delivers his 

Tender. 

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

custom of the Minor Irrigation Zilla Parishad Akola without reference to any local 

custom. 

10. Under no circumstances shall any Contractor be entitled to claim enhanced rates for any 

items in this Contract. 

11. A certificate of registration as approved Contractor with M.J.P. Maharashtra Stata and 

Maharashtra Water Conservation Corporation, Aurangabad, in respect of Tenders from 

registered Contractor should be produced with the Tender.(A Scanned Copy of original 

is must). 

12. All corrections, additions or pasted slips should be initialed. 

13. The measurements of work will be taken according to the usual method of the Rural 

Development and Water Conservation Department and no proposals to adopt alternative 

methods will be accepted. The Executive Engineer’s decision as to what is the usual 

method in use in the Minor Irrigation Zilla Parishad Akola will be final. 

14. The successful tenderer should produce to the satisfaction of the competent authority 

accepting the Tender a valid and current license issued in his favour under the Contract 

Labour (Regulation and abolition) Rule 1970, and the Maharashtra Contract Labour 

(Regulation and abolition Rule) Rule 1971 before starting the work. On failure to do so 

the acceptance of the Tender will be liable to be withdrawn and also the earnest money 

will be forfeited to Government. 


15 

15. Every tenderer shall submit 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 assessment and the assessment year. 

16. The Contractor will have to construct shed at work site for storing controlled and 

valuable materials having double locking arrangements. The materials will then be 

taken for use in the presence of the Departmental persons. No. materials will be allowed 

to be removed form the site of works, without prior permission of Engineer-In-Charge. 

17. A Scanned Copy of original Sale Tax Registration Certificate under sales Tax (Reenacted 

Act) 1989 issued by the Sale Tax Department (As per I.D. Circular No. Misc. 

1098/3007/1985/981) M.P. (P) Mantralaya. Mumbai. Dt. 13.11.1989) must be submitted 

in envelope No.1. 

18. A Scanned Copy of original VAT registration certificate in respect of sale by transfer of 

property in goods involved in the executions of a work contract under the provision of 

rule 58 of Maharashtra added tax Act 2005 should be submitted in original or certified 

copy in envelope No. 1. VAT 2% shall be recovered from those who are registered 

under VAT act 2005 and VAT @ 5% shall be recovered from those who are not 

registered under VAT act 2005 


16 

TENDER OF WORK 

I/We hereby Tender for the execution for the Governor of Maharashtra (here-in-before 

and here-in-after referred to as “Government”) of the work specified in the under written 

memorandum within the time specified in such memorandum at ______________ (% in 

words ___________________________________) percent below / above the estimated rates 

tendered in Schedule B (memorandum showing items of work to be carried out) and in 

accordance in all respect with the specifications, design, drawing, and instructions in writing 

referred to in Rule 1 of General Rules and Direction for Guidance of Contractors and in 

clause 13 of the annexed Conditions of Contract and agree that when materials for the work 

are provided by Government such materials and the rates to be paid for them shall be as 

provided in the Schedule ‘A’ hereto. 

MEMORANDUM 

a) General description ............................ PANI PURAWTHA YOJNA ( With Public 



b) Estimated cost ...................................... : Rs.4996111/- 

c) Earnest money ................................................ : Rs. 45600/-* 

Security deposit 

i) Cash (not less than the amount of : Rs. 91100/-* 

earnest money) 2 % 

ii) To be deducted from current bills 2 % : Rs. 91100/-* 

Total (i) + (ii) = Rs.182200/-* 

e) Percentage if any to be deducted from R A bills : 4 (Four) % 

so as to make up the total amount required as 

security deposit by the time half the work as 

measured by the cost is done. 

f) Time allowed for the completion of 12 (Calendar months) 

work from date fixed in written order 

Excluding monsoon 

to commence. 

Should this Tender be accepted, I/We hereby agree to abide by and fulfill all the terms 

and provision of Conditions of Contract and Special Conditions of Contract annexed hereto 

so far as applicable, and in default thereof to forfeit and pay to Government the sums of 

money mentioned in the said conditions. 

I/We agree that this offer shall remain open for acceptance for a minimum period of 120 

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

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

post AD. or otherwise delivered at office of such authority. 

The amount of earnest money shall not bear interest and shall be liable to be forfeited to the 

Government should I/ We fail to (1) abide by the stipulation to keep the offer open for the 

period mentioned above or (2) sign and complete the Contract documents as required by the 

Engineer and furnish the security deposit as specified in the item (d) of the memorandum 

contained in paragraph 1 above within the time limit laid down in 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 if so desired by me us in writing, unless the same or any 

part thereof has been forfeited as aforesaid. 

I/We have secured exemption from payment of earnest money after executing the 

necessary bond in favour of the 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 (1) abide by the stipulation to keep the offer open; for the period mentioned 

above or (2) 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 conditions of Contract the amount 


17 

payable by me/us may at the option of the Engineer, be recovered out of the amount 

deposited in lump sum of securing exemption in so for the same may extend in terms of the 

said bond and in the event of the deficiency out of any other money which are due or payable 

to me/us by the Government under any other Contract or transaction of any nature whatsoever 

or otherwise 

Signature of Contractor 

before submission of Tender - 

Contractor 

Address 

Dated the ____________ 

day of _______________ 2013 

Signature of witness 

(Witness) 

Contractor’s signature (Address) 

(Occupation) 

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

Maharashtra. 

Signature of the officer by whom accepted. 

On dated the ____day of ________ 2013 


18 

APPENDIX 'A' 

FORM OF TERM DEPOSIT RECEIPT FOR A PERIOD OF ONE YEAR 

No. _________________________________________________________________________ 

(Name of Bank) 

TERM DEPOSIT RECEIPT FOR A PERIOD OF ONE YEAR 

No. ___________________________________________________________________________ 

Received from the Executive Engineer _____________________________________________ 

the sum of Rupees _______________________________________________________________ 

which is placed to his credit with the ________________________________________________ 


__________________________________________________ as Term Deposit for the one year. 

Signature of the Executive Engineer 

For 

_________________________ 


AGENT 


19 

APPENDIX - 'B' 

Security for performance : 

BANK GUARANTEE 

1) In consideration of the Governor of Maharashtra (hereinafter called as the Government) 

having agreed to exempt ____________________________________ 

___________________________________________________________________ 

(hereinafter called ‘the said Contractor’) from the demand, under the terms and 

conditions of Agreement dated _________________________________________ 

made between ________________________________________________________ 

and _______________________________________________________ (here in after 

called ‘the said Agreement) of security deposit for the due fulfillment by the said 

Contractor of the terms and conditions contained in the said Agreement on production 

of a Bank Guarantee for Rs._____________ (Rs. _______________ 

________________________________________________________________only) 

we, ________________________________________________________________ 

(here in after referred to as ‘the Bank’) at the request of _______________________ 

___________________________________Contractor do here by under take to Pay the 

Government an amount not exceeding Rs.________________ against any loss or 

damage caused to or suffered or would be caused to or suffered by the Government by 

reason of any breach by the said Contractor of any of the terms or conditions contained 

in said Agreement. 

2) We, ______________________________________________________________do 

hereby undertake to pay the amounts due and payable under this guarantee without any 

demur, merely on a demand from the Government stating that the amount claimed is 

due by way of loss or damages caused to or would be caused to or suffered by the 

Government by reason of breach by the said Contractor of any of the terms or 

conditions contained in the said Agreement or by reason of the Contractor’s failure to 

perform the said Agreement. Any such demand made on the bank shall be conclusive as 

regards the amount due and payable by the Bank under this guarantee. However our 

liability under this guarantee shall be restricted to an amount not exceeding Rs. 

_________________ 

3) We undertake to pay to the Government any money so demanded not withstanding any 

dispute or disputes raised by the Contractor in any suit or proceeding pending before 

any court or Tribunal relating there to, our liability under this present being absolute and 

unequivocal. 


20 

The payment so made by as under this bond shall be a valid discharge or our liability for 

payment there under and the Contractor shall have no claim against us for making such 

payment. 

4) We,__________________________________________________ further agree that the 

guarantee herein contained shall remain in full force and affect during the period that 

would be taken for the performance of the said Agreements and that it shall continue to 

be enforceable till dues of the Government under or by virtue of the said Agreements 

have been fully paid and its claims satisfied or discharged or till ______ 

____________________________________________________________________ 

(Office/Department) Ministry of ________________________________________ 

certifies that terms and conditions of the said Agreement have been fully and properly 

carried out by the said Contractor and accordingly discharge this guarantee. Unless a 

demand or claim under this guarantee is made on us in writing on or before the 

________________________________________________________________. 

We shall be discharged from all liabilities under this guarantee thereafter. 

5) We,________________________________________________________________ 

further agree with the Government that the Government shall have the fullest liberty 

without our consent and without affecting in any manner our obligations hereunder to 

vary any of the terms and conditions of the said Agreement or to extend time of 

performance by the said Contractor from time to time or postpone for any time or from 

time to time any of the powers exercisable by the Government against the said 

Contractor , and to for bear or enforce any of the terms and conditions relating to the 

said Agreement, and we shall not to be relieved from our liability by reason of any such 

variation, or extension being granted to the said Contractor or for any forbearance act, 

or Commission on the part of the Government or any indulgence by the Government to 

the said Contractor or by any such matter or thing whatsoever which under the law 

relating to sureties would” but for this provision, have effect of so relieving us . 

6) This guarantee will not be discharged due to the change in the constitution of the Bank 

or the Contractor. 

7) We, ________________________________________________________________ 

lastly undertake not to revoke this guarantee during its currency except with the 

previous consent of the Government in writing. 

Dated the ____________________________ day of _________________ 20 

for _________________________________________________________________ 

____________________ (indicate the name of Bank) _________________________ 


CLAUSE - 1: SECURITY DEPOSIT 

21 

CONDITIONS OF CONTRACT 

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 10 days, which may be extended by the Superintending Engineer, concerned, 

upto 15 days (if the Superintending Engineer thinks fit to do so)] of the receipt by him of 

the notification of the acceptance of his tender deposit with the Executive Engineer in 

cash or in Government securities endorsed to the Executive Engineer, (if deposited for 

more than 12 months) of sum sufficient which will made up the full Security Deposit 

specified in the tender or 

(B) permit Government at the time of making any payment to him for work done under the 

contract to deduct such a bill amount to Four percent of all money so payable such 

deduction to be held by the Government, 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 to Four percent of the total estimated cost of the work it shall be lawful for 

Government at the time of making any payment to the contractor for work done under 

the contract to make up the full amount of Four percent by deducing a sufficient sum on 

such payment as last aforesaid until the full amount of the Security Deposit is made up. 

All compensation or other sums of money payable by the contractor to Government 

under the terms of this contract may be deducted from or paid by the sale of sufficient 

part of his Security Deposit or from the interest arising there from, or from any sums 

which may be due or may become due by Government to the contractor under any other 

contract or transaction of any nature on any account whatsoever and in the event of his 

Security Deposit being reduced by reason of any such deductions or sale as aforesaid the 

contractor shall, within ten days thereafter, make good in cash or Government 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, be converted into interest bearing 

securities provided that the depositor has expressly desired this in writing. 

If the amount of the security deposits to be paid in a lump sum within the period 

specified at (A) above, the tender/ Contract already accepted shall be considered as cancelled 

and legal steps taken against the contractor for recovery of the amounts. The amount of the 

Security Deposit lodged by a contractor shall be refunded along with the payment of the final 

bill if the date upto which the contractor has agreed to maintain the work in good order, is 

over. If such date is not over, only 50% amount of Security Deposit shall be refunded along 

with the payment of the final bill. The amount of Security deposit retained by the 

Government shall be released after expiry of period up to which the contractor has agreed to 

maintain the work in good order is over. In the event of the contractor failing or neglecting to 

complete rectification of work within the period up to which the contractor has agreed to 

maintain the work in good order, than, subject to provisions of clause- 17 and clause- 20 

hereof, the amount of Security Deposit retained by Government shall be adjusted towards the 

excess cost incurred by the department on rectification work. 

Additional Security Deposit 

In case contractor's offer is less than 90% or more than 110% of the updated estimates cost 

put to tender additional security deposit in the from of irrevocable Bank Guarantee valid for 

entire period of contract, shall be submitted to the engineer-in-charge at the time of 

completing tender documents. The Additional Security Deposit to be paid by the contractor 

will be worked out as below. 

Additional Security Deposit S = (P-10) x 10 


Where, 

22 

100 

S = Percentage @ which the additional security deposit will have to be paid on the 

estimated cost put to under. 

P* = Percentage quoted by tenderer above or below the estimated rates. 

Non submission of the above Additional Security Deposit will result into forfeiture of the 

EMD 

The additional Security Deposit shall be refunded to the contractor on issuing of the 

completion certificate by the engineer-in-charge as stipulated in the Clause No 7 of the 

contract, provided that the engineer-in-charge, if demanded in writing by the contractor shall, 

from time to time, release the Additional Security Deposit in parts which are proportionate to 

the amount of the completed work. 

The Security Deposit will not be accepted in form of insurance, cost bond. 

Note :- * This will be the same percentage as that in the tender at (e). 

CLAUSE – 2: COMPENSATION FOR DELAY 

The time allowed for carrying out the work as entered in the tender shall be strictly observed 

by the contractor and shall be reckoned from the date on which the order to commence work 

is given to the contractor. The work shall, throughout the stipulated period of the contract, be 

proceeded with, with all due diligence (time being deemed to be the essence of the contract 

on the part of the contractor) and the contractor shall pay as compensation an amount equal to 

one percent or such smaller amount as the Superintending Engineer, (whose decision in 

writing shall be final) may decide, of the amount of the estimated cost of the whole work as 

shown in the tender for every day that the work remains un-commenced, or unfinished after 

the proper date. And further to ensure good progress during the execution of the work, the 

contractor shall be bound in all cases in which the time allowed for any work exceeds one 

month to complete. 

% of the work % of the time 

25% 25% 

50% 50% 

75% 75% 

100% 100% 

Note 

The quantity of the work to be done within a particular time to be specified above shall be 

fixed and insured in balance space kept for the purpose by the officer competent to accept the 

contracts (after taking into consideration the circumstances of each case) and abide by the 

program of detailed progress laid down by the Executive Engineer (Page No. ……..). 

The following proportion will usually be found suitable in percentage of the time 

*Reasonable progress of earth work in 1/4, 1/2, 3/4 of the total period 30%, 60%, 95% 

progress respectively of value of work. 

In the event of the contractor failing to comply with this condition he shall be liable to pay, as 

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

Engineer, whose decision in writing shall be final, may decide of the estimated cost of the 

whole work for every day that the due quantity of work remains incomplete. 


23 

Provided always that the total amount of compensation to be paid under the provision of this 

Clause shall not exceed 10% of the estimated cost of the work as shown in the tender. 

CLAUSE-3: ACTION WHEN WHOLE OF SECURITY DEPOSIT IS FORFEITED 

In any case in which under any Clause or Clauses of this contract, the contractor shall have 

rendered himself liable to pay compensation amounting to the whole of his Security Deposit 

(whether paid in one sum or deducted by installments) or in case of abandonment of the 

work, owing to serious illness or death of the contractor or any other cause, the Executive 

Engineer on behalf of the Government of Maharashtra, shall have power to adopt any of the 

following courses, he may deem best suited to the interest of Government. 

a) To rescind the contract (of which rescission notice in writing to the contractor under the 

hand of the Executive Engineer, shall be conclusive evidence) and in that case the 

Security Deposit of the contractor shall stand forfeited and be absolutely at the disposal 

of Government. 

b) To carryout the work or any part of the work departmentally debiting the contractor with 

the cost of the work, expenditure incurred on tools and plants, 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 crediting him with the value of 

the work done departmentally in all respect in the same manner and at the same rate as if 

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

of the Executive Engineer as to the cost 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 contract be measured up, 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 contract / agency, 

additional supervisory staff including the cost of work-charged establishment and 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 has 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 as to the 

value of the work so done shall be final and conclusive against the contractor. 

d) 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 Executive 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 of the 

courses referred to in clause (a) 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 credited to the contractor, the amount of excess shall be deducted 

from any money due to the contractor by government under the contract or otherwise 

howsoever or from his security deposit or the sale proceeds thereof provided, however, 

that the contractor shall have no claim against Govt. Even if, the certified value of the 

work done departmentally or though a new contractor exceeds the certified cost of such 

work and allied expenses, provided always that whichever of the three courses 

mentioned in clauses (a), (b) or (c) is adopted by the Executive 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 advances on account of, with a view to the execution of the work or the performance 

of the contract. 


24 

CLAUSE-4: ACTION WHEN THE PROGRESS OF ANY PARTICULAR 

PORTION OF THE WORK IS UNSATISFACTORY 

If the progress of any particular portion of the work is unsatisfactory, the Executive Engineer 

shall not withstanding that the general progress of the work is in accordance with clause, be 

entitled to take action under Clause- 3(b), after giving the contractor ten days’ notice in 

writing and the contractor will have no claim for compensation, for any loss sustained by him 

owning to such action. 

CLAUSE-5: CONTRACTOR REMAINS LIABLE TO PAY COMPENSATION IF 

ACTION NOT TAKEN UNDER CLAUSE- 3 

If any case in which any of the powers conferred upon the Executive Engineer by Clause- 3 

& Clause-4 hereof shall have become exercisable and the same shall not have been exercised, 

the non exercise, thereof shall not constitute a waiver of any of the conditions hereof and such 

powers shall notwithstanding be exercisable in any future case of default by the contractor for 

which under any Clause or Clauses hereof he is 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. 

Power to take a possession of or require removal of or sale contractor's plant 

In the event of the Executive Engineer taking, action under sub clause (a) or (c) of clause 3 

may, if he so desires, take possession of all or any tools, plant, materials and stores in or upon 

the work or the site thereof or belonging to the contractor, or procured by him and intended to 

be used for the execution of the work or any part thereof, paying or allowing for the 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 Executive Engineer whose certificate thereof shall be final. 

In the alternative the Executive Engineer may, by notice in writing to the contractor or his 

clerk of the work, foremen or other authorized agent require him to remove tools, plant, 

materials, or stores from the premises within a time specified in such notice, and in the event 

of the contractor failing to comply with any such requisition, the Executive Engineer, may 

remove them at the contractor's expense or sale them by auction or private sale at the risk and 

account of the contractor in all respects; and the certificate of the Executive Engineer as to the 

expenses of any such removal and the amount of the proceeds and expenses of any such sale 

shall be final and conclusive against the contractor. 

CLAUSE-6: EXTENSION OF TIME 

If the contractor shall desire an extension of the time for completion of work on the grounds 

of his having been unavoidably hindered in its execution or on any other grounds, he shall 

apply in writing to the Executive Engineer before the expiry 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 the cause for asking for extension occurred, whichever is earlier and 

the Executive Engineer may with prior approval of the officer accepting tenders, if in his 

opinion there are reasonable grounds for granting an extension grant such extension as he 

thinks necessary or proper. The decision of the Executive Engineer in this matter shall be 

final. 

CLAUSE-7: FINAL CERTIFICATE 

On completion of the work the contractor shall be furnished with a certificate by the 

Executive Engineer (hereinafter called engineer-in-charge) of such completion but no such 

certificate shall be given or shall the work be considered to be 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 

woodwork, doors, windows, walls, floor or other parts of any building in or upon which the 

work has been executed, or of which may have had possession for the purpose of executing 

the work, not until the work shall have been measured by the engineer-in-charge, or where 

the measurements have been taken by his subordinates, until they have received the approval 

of the engineer-in-charge, the said measurements being binding and conclusive against the 


25 

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 cleaning of dirt on or before the 

date fixed for the completion of the work, the engineer-in-charge may, at the expenses 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 expenses 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: PAYMENTS ON INTERMEDIATE CERTIFICATE TO BE 

REGARDED AS ADVANCES 

No payment shall be made for any work, estimated to cost less than Rupees one thousand, 

before whole of the work is completed and a certificate of completion given. But in the case 

of the works estimated to cost more than Rupees one thousand the contractor shall on 

submitting a monthly bill thereof, be entitled to receive payment proportionate to the 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 engineer-in-charge from requiring bad unsound, imperfect or 

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, not shall it conclude, determine or 

affect in any other way the power of engineer-in-charge as to the final settlement and 

adjustment of the accounts or otherwise, or in any other way vary or affect the contract. The 

final bill shall be submitted by the contractor within one month 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 all parties. 


26 

CLAUSE-9: PAYMENT AT REDUCED RATES ON ACCOUNT OF ITEMS OF 

WORK NOT ACCEPTED AS COMPLETED TO BE AT THE 

DISCRETION OF THE ENGINEER-IN-CHARGE 

The rates for several items of works estimated to cost more than Rs. 5000/- agreed to within, 

shall be valid only when the item concerned is accepted as having completed fully in 

accordance with the sanctioned specifications. In cases where the items of works are not 

accepted as, so completed, the engineer-in-charge 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. 

CLAUSE-10: BILLS TO BE SUBMITTED MONTHLY 

A bill shall be submitted by the contractor in each month or before the date fixed by the 

engineer-in-charge for all works executed in the previous month, and the Executive-in-charge 

shall take or cause to be taken the requisite measurements for the purpose of having the same 

verified and the claim, so far as it is admissible, shall be taken adjusted, if possible, within 10 

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

fixed as foresaid, engineer-in-charge may depute a subordinate to measure up to said work in 

presence of contractor or his duly authorized agent whose counter signature to the 

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: BILLS TO BE SUBMITTED ON PRINTED FORMS 

The contractor shall submit all bills on the printed forms to be had on application at the office 

of the engineer-in-charge. The 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: STORES SUPPLIED BY GOVERNMENT 

CLAUSE-12 (A) 

Deleted 

Deleted 


27 

CLAUSE-13: WORKS TO BE, EXECUTED IN ACCORDANCE WITH 

SPECIFICATIONS, DRAWINGS, ORDERS ETC 

The contractor shall execute the whole and every part of the work in the most substantial and 

workman like manner and both as regards materials and in every other respect in strict 

accordance with specifications. The contractor shall also confirm exactly, fully and faithfully 

to the designs, drawings and instructions, in writing relating to the work, i.e. signed by the 

engineer-in-charge and lodged in his office and to which the contractor shall be entitled to 

have access for the purpose of inspection, etc., at such office or on the site of work during 

office hours. The contractor will be entitled to receive three sets of contract drawings and 

working drawings as well as one certified copy of the accepted tender along with the work 

order, free of cost. Further copies of contract drawings and working drawings, if required by 

him shall be supplied at the rate of Rs. 5000/- per set of contract drawing and Rs.120/- per 

working drawing except where otherwise specified. 

CLAUSE-14: ALTERATION IN SPECIFICATIONS AND DESIGNS NOT TO 

INVALIDATE CONTRACTS 

The engineer-in-charge shall have power to make any alterations in, or additions to the 

original specifications, drawings designs and instructions that may appear to him to be a 

necessary or advisable during the progress of the work, and the contractor shall be bound to 

carry out the work in accordance with any instructions in this connection which may be given 

to him in writing signed by 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 in the tender for the main work for which no rate is specified in this contact, 

then such class of work shall be carried out at the rates entered in the schedule of rates of the 

division or at the rate mutually agreed upon between the engineer-in-charge and the 

contractor whichever is lower. 

Rates for works not entered in estimate or schedule of rates of the district 

If the additional or altered work for which no rate is entered in the schedule of rates of the 

division, is ordered to be carried out before the rates are agreed upon then the contractor shall, 

within 7 days of the date of receipt by him of the order to carry out the work, inform the 

engineer-in-charge of the rate which it is his intention to charge for such class of work, and if 

the engineer-in-charge does not agree to this rate he shall by notice in writing be at liberty to 

cancel his order to carry it out such class of work and arrange to carry out in such manner as 

he may consider advisable, provided always that the contractor shall commence work or incur 

any expenditure incurred by him prior to the date of the determination of the rate as aforesaid 

according to such rates or rates as shall be fixed by the engineer-in-charge. In the event of 

dispute, the decision of the Superintending Engineer of the circle will be final. 

Extension of time in consequence of additions or alterations 

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

increase in its cost occasioned by alterations or additions bears 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: NO CLAIM TO ANY PAYMENT OR COMPENSATION FOR 

ALTERNATION IN OR RESTRICTION WORK 

1) If at any time after the execution of the contract documents the engineer-in-charge shall 

for any reason whatsoever (other than default on the part of the contractor for which the 

Government is entitled to rescind the contract) desires that the whole or any part of the 

work specified in the tender should be suspended for any period or that the whole or any 

part of the work should not be carried out at all, he shall give to the contractor a notice 

in writing of such desire and upon the receipt of such notice the contractor shall 

forthwith suspend or stop the work wholly or in part as required, after having due regard 

to the appropriate stage at which the work should be stopped or suspended, so as not to 

cause any damage or injury to the work already done or endanger the safety thereof 


28 

provided that the decision of the engineer-in-charge as to the stage at which the work or 

any part of it could be or could have been safely 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 measurements of the work already done and to pay the 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 this contract. On receipt of 

such notice the Executive 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 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 

provision of this clause. 

3) Where the engineer-in-charge requires 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-in-charge within 30 days of resumption of work after such 

suspension for payment of compensation to the executive tent of pecuniary loss suffered 

by him in respect of working machinery rendered idle on the site or on account of his 

having had 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 of any such working machinery, salary or wages for the first 30 days whether 

consecutive or in the aggregate of such suspension or in respect of any suspension 

whatsoever occasioned by unsatisfactory work or any other default on his part. The 

decision of the engineer-in-charge in this regard shall be final and conclusive against the 

contractor. 


4) IN THE EVENT OF 

29 

i) Any total stoppage of work on notice from the engineer-in-charge under sub clause 

(1) in that behalf. 

ii) 

Withdrawal by the contractor from the contractual obligation to complete the 

remaining unexecuted work under sub clause (2) on account of continued 

suspension of work for a period exceeding 90 days. 

iii) Curtailment in the quantity of item or items originally tendered on account of any 

alteration omission or substitutions in the specifications, drawings and designs or 

instructions under Clause 14 (1) where such curtailment exceeds 25% in quantity 

and the value of the quantity curtailed beyond 25% at the rate for the items 

specified in the tender is more than Rs. 5,000/-. 

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 the 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 the engineer-in-charge 

satisfactory documentary evidence that he had purchased or agreed to purchase material 

for use in the contracted work, before receipt by him of the notice of stoppage, 

suspension, or curtailment and require the government to take over on payment of such 

material at the rates determined by the engineer-in-charge provided however, such rates 

shall in no case exceed the rates at which the same were acquired by the contractor. The 

government shall thereafter take over the material so offered, provided the quantities 

offered are not in excess of the requirement of the unexecuted works as specified in the 

accepted tender and are of quality and specification approved by the Engineer. [PW& H 

Dept. circular memorandum No. CAT 126859382 QI dated 22/2/78.] 

CLAUSE-15 (A): NO CLAIM TO COMPENSATION ON ACCOUNT OF LOSS DUE 

TO DELAY IN SUPPLY OF MATERIALS BY GOVERNMENT 

The contractor shall not be entitled to claim any compensation from Government for the loss 

suffered by him on account of delay by Government in the supply materials entered in 

Schedule "A" where such delay is caused by 

i) Difficulties relating to supply of railway wagons. 

ii) 

Force majure 

iii) Act of God 

iv) Act of enemies of the state or any other reasonable cause beyond the control of 

Government. 

In the case of such delay in the supply of materials Government shall grant such extension of 

time for the completion of the works as shall appear to the Executive Engineer to be 

reasonable in accordance with the circumstances of the case. The decision of the Executive 

Engineer as to extension of time shall be accepted as final by the contractor. 

CLAUSE-16: TIME LIMIT FOR UNFORESEEN CLAIMS 

Under no circumstances, whatsoever, shall the contractor be entitled to any compensation 

from Government on any account unless the contractor shall have submitted a claim in 

writing to the engineer-in-charge within one month of the cause of such claim occurring. 

CLAUSE-17: ACTION AND COMPENSATION PAYABLE IN CASE OF 

BAD WORK 


30 

If at any time before the security deposit or any part thereof is refunded to the contractor it 

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 or with materials of 

inferior quality 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 not withstanding 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-incharge 

in the 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 which the failure so continuous and in the case of any such failure the engineer-incharge 

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 the discretion to accept the 

same at such reduced rates as he may fix therefore. 

CLAUSE-18: WORK TO BE OPEN TO INSPECTION. CONTRACTOR OR 

RESPONSIBLE AGENT TO BE PRESENT 

All works under or in course of execution or executed in pursuance of the contract shall at all 

times be open to the inspection and 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 or his sub 

ordinate to visit the works shall have been given to the contractor, either himself, be present 

to receive orders and instructions or have responsible agent duly accredited 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: NOTICE TO BE GIVEN BEFORE WORK IS COVERED UP 

The contractor shall give not less than One 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 measurements 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 if any work, shall be covered up or placed beyond the reach of 

measurement without such notice having been given or consent obtained the same 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. [PWH 

Department Mumbai's circular No CAT 1270/2632 Desk-2 dated 09/05/1977.] 

CLAUSE-20: CONTRACTOR LIABLE FOR DAMAGE DONE AND FOR 

IMPERFECTIONS 

If during the period of 36 months from the date of completion as certified by the engineer-incharge 

pursuant to Clause 7 of the contract or 36 months after commissioning the work, 

whichever is earlier in the opinion of the Executive Engineer, the said work is defective in 

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

the Executive 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 including dismantling and reconstruction of unsafe portions strictly in 

accordance with and in the manner prescribed and under the supervision of the Executive 

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 Executive Engineer get the 


31 

same executed and carried out departmentally or by any other agency at the risk on account 

and at the cost of the contractor. The contractor shall forthwith on demand pay to the 

Government the amount of such cost, charges and expenses sustained or incurred by the 

Government of which certificate of the Executive Engineer shall be final and binding on the 

contractor. Such costs, 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 Government; the same 

may be recovered from the contractor as arrears of land revenue. The Government shall also 

be entitled to deduct the same from any amount which may then be payable or which may 

therefore become payable by the Government to the contractor either in respect of the said 

work or any other work, whatsoever or from the amount of security deposit retained by 

Government. 

CLAUSE-21: CONTRACTORS TO SUPPLY PLANT, LADDERS, SCAFFOLDINGS, 

ETC. 

The contractor shall supply at his own cost all materials (except such special materials, if any, 

as may, be supplied from the Water Conservation Department Stores in accordance with the 

contract) plant, tools appliances, implements, ladders, cordage, tackle, scaffolding and any 

temporary works which may be required for the proper execution of the work, in the original, 

alternate or substituted form and whether included in the specifications, 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 or complying with requirements of the engineer-incharge 

as to any matter on which under these conditions he is entitled to be satisfied, or which 

he is entitled to require together with 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 measurements or examination at any time and from time to time of the 

work or the materials, failing this the same may be provided by the engineer-in-charge at the 

expense of the contractor and the expense may be deducted from any money due to the 

contractor under the contract from his security deposit or the proceeds of sale thereof or of a 

sufficient portion thereof contractor is liable for damages arising from non-provision of 

lights, fencing etc. The contractor shall provide all necessary fencing and lights required to 

protect the public from accident, shall also be bound to bear the expenses of defense of every 

suit, action or other legal proceedings, at law, that may be brought by any person for injury 

sustained owning to neglect of the above precautions and to pay any damages and costs 

which may be awarded in any such suit action in proceedings to any such person, or which 

may with the contractor be paid in compromising any claim by any such person. 

CLAUSE-21 (A): 

The contractor shall provide suitable scaffolds and working platform, gangways and 

stairways and shall comply with the following regulation in connection therewith. 

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 therewith and all ladders shall. 

i) be of sound material 


ii) 

32 

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 be so constructed that no part thereof can be displaced in 

consequence of normal use. 

e) Scaffolds shall not be over-loaded and so far as practicable the load shall be evenly 

distributed. 

f) Before installing lifting gear on scaffolds special precautions shall be taken to 

ensure the strength and stability of the scaffolds. 

g) Scaffolds shall be periodically inspected by competent persons. 

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. 

i) Working platforms gangways and stairways shall 

ii) 

be so constructed that no part thereof can sag unduly or unequally 

iii) be so constructed and maintained having regard to the prevailing conditions as 

to reduce as far as practicable risk or persons and stripping or slipping, and iv) 

be kept free from any unnecessary obstruction 

i) In the case of the working platforms, gangways or working places and stair ways at 

a height exceeding (To be specified) 3 meters. 

i) Every working platform and every gangway shall be closely boarded unless 

other adequate measure is taken to ensure safety. 

ii) 

Every working platform, gangway working place and stairways shall be 

suitably fenced. 

k) Every opening in the floor of a building or in working platform shall, except for the 

time and to the extent required to allow the access of persons or the transport of 

shifting of materials, be provided with suitable means to prevent the fall of persons 

or materials. 

I) When persons are employed on a roof where there is a danger of falling from a 

height exceeding 3 meters, suitable precautions (to be prescribed) shall be taken to 

prevent the fall of persons or materials. 

m) Suitable precautions shall be taken to prevent persons being struck by articles 

which might fall from scaffolds or other working places. 

n) Safe means of access shall be provided to all working platforms and other working 

places. 

o) The contractor(s) will have to make payments to the labours as per Minimum 

Wages Act. 


CLAUSE- 21 (B): 

33 

The contractor shall comply with the following regulations as regards the hoisting appliances 

to be used by him. 

a) Hoisting machines and tackle, including their attachments anchorages and supports 

shall 

i) be of good mechanical constructions, sound material and adequate strength 

and free from patent defect and 

ii) 

be kept in good repairs and in good working order. 

b) Every rope used in hoisting for lowering materials or as a means of suspension 

shall be of suitable quality and adequate strength and free from patent defect 

c) Hoisting machines 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 shackle, swivel and pulley block used in hoisting or 

lowering materials or as a mean of suspension shall be periodically examined. 

e) Every crane driver or hoisting appliance operator shall be properly qualified. 

f) No person who is below age of 18 years shall be in control of any hoisting 

machine, including any scaffold which, or give signals to the operator. 

g) In the case of hoisting machine and of every chain, ring, hook, shackle, swivel and 

pulley block used in hoisting 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 safe working load. 

i) In the 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. 

j) No part of any hoisting machine or of any gear referred to in regulation g) above 

shall be loaded beyond the safe working load except for the purpose of testing. 

k) Motors gearing, transmissions, Electric wires and other dangerous part of hoisting 

appliances, shall be provided with efficient safeguards. 

l) Hoisting appliances shall be provided with such means as will reduce to a 

minimum the risk of the accidental decent of the load. 

m) Adequate precautions shall be taken to reduce to a minimum the risk of any part of 

a suspended load becoming accidentally displaced. 

CLAUSE-22: MEASURE FOR PREVENTION OF FIRE 

The contractor shall not set fire to any standing jungle trees, grass without a written permit 

from the Executive Engineer when such permit is given and also in cases when destroying out 

or dug up trees brush woods, grass, etc. by fire, the contractor shall take necessary measures 

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 and 

provide sanitary and other arrangements. 


34 

CLAUSE-23: LIABILITY OF CONTRACTORS FOR ANY DAMAGE DONE OR 

OUTSIDE WORK AREA 

Compensation for all damage done intentionally or unintentionally by contractors, labour 

whether in or beyond the limits of Government 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 estimates of the engineer-in-charge subject to the 

decision of the Superintending Engineer on appeal shall be final and contractor shall be 

bound to pay the amount of the assessed compensation on demand failing which the same 

will 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 

Government to the contractor under this contract or otherwise. 

The contractor shall bear the expenses of defending any action or other legal proceedings that 

may be brought by any person for injury sustained by him owing to neglect of precautions to 

prevent the spread of fire and he shall pay any damages and cost that may be awarded by the 

court in consequences. 

CLAUSE-24: EMPLOYMENT OF FEMALE LABOUR 

The employment of female labours on works in the neighborhood of soldier’s barracks should 

be avoided as far as possible. 

CLAUSE-25: WORK ON WEEKLY HOLIDAYS 

No work shall be done on holydays without sanction in writing of the engineer-in-charge 


35 

CLAUSE-26: WORK NOT TO SUBLET, CONTRACT MAY BE RESCINDED AND 

SECURITY DEPOSIT FORFEITED FOR SUBLETTING IT 

WITHOUT APPROVAL OR FOR BRIBING A GOVERNMENT 

OFFICER OR IF CONTRACTOR BECOMES INSOLVENT 

The contract shall not be assigned or sublet without the written approval of the engineer-incharge. 

Contract may be rescinded and security deposit forfeited if subletting is without 

approval or for bribing a public officer or if contractor becomes insolvent, and if the 

contractor shall assign or sublet his contract, or attempt so to do or become insolvent or 

commence any proceeding to be adjudicated an insolvent or make any composition with his 

creditors, or attempt so to do the engineer-in-charge may by notice in writing, rescind the 

contract. Also if any bribe, gratuity, gift, loan, perquisite reward or advantage pedantry or 

otherwise, shall either directly or indirectly be given, promised, or offered by the contractor 

or any of his servants or agents to any public officer or person in the employment of 

Government in any way relating to his office of employment, or if any such officer or person 

shall become in any way directly of indirectly interested in the contract the engineer-incharge 

may by notice in writing rescind the contract. In the event of a contract being 

rescinded the security deposit of the contractor shall thereupon stand forfeited and be 

absolutely at the disposal of Government and the same consequences shall ensure as if the 

contract had been rescinded under clause 3 hereof & in addition the contractor shall not be 

entitled to recover or be paid for any work therefore actually performed under the contract. 

CLAUSE-27: SUM PAYABLE BY WAY OF COMPENSATION TO BE 

CONSIDERED AS REASONABLE COMPENSATION WITHOUT 

REFERENCE TO ACTUAL LOSS 

All sums payable by contractor by way of compensation under any of these shall be 

considered as a reasonable compensation to be applied to the use of government without 

reference to the actual loss or damage sustained and whether any damage has or has not been 

sustained. 

CLAUSE-28: CHANGES IN THE CONSTITUTION OF FIRM TO BE NOTIFIED 

In the case of tender by the partners any change in the constitution of the firm shall be 

forthwith notified by the contractor to the engineer-in-charge for his information. 

CLAUSE-29: WORK TO BE UNDER DIRECTION AND CONTROL OF 

SUPERINTENDING ENGINEER 

All works to be executed under the contract shall be executed under the direction and control 

and subject to the approval in all respects of the Superintending Engineer of the Circle for the 

time being, who shall be entitled to direct at what point or points and in what manner they are 

to be commenced and from time to time, carried on. 

CLAUSE-30 

1) DECISIONS OF SUPERINTENDING ENGINEER TO BE FINAL 

Except where otherwise specified in the contract and subject to the powers delegated to 

him by Government under the code rules then in force the decision of the 

Superintending Engineer of 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, drawing and instructions, herein before mentioned and as to the 

quality of workmanship or materials used on the work or as to any other question, claim, 

right, matter or thing whatsoever, in any way arising out of or relating to the contracts, 

designs, drawings, specifications, estimates, instructions, orders or these conditions, or 


36 

otherwise concerning the work, or the execution, or failure to execute the same whether 

arising, during the progress 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 

Superintending Engineer of the Circle as aforesaid appeal against it to the Chief 

Engineer concerned with the contract, work or project, provided that: 

a) The accepted value of the contract exceeds Rs. 10 lakhs (Rupees Ten lakhs) 

b) Amount of claim is not less than Rs. 1.00 lakh (Rupees One lakh) 

3) If the contractor is not satisfied with the order passed by the Chief Engineer as aforesaid 

the contractor may, within thirty days of receipt by him of any such order, appeal against 

it to the concerned Secretary, Rural Development & Water Conservation Department, 

who if convinced, that prima-facie the contractor's claim rejected by Superintending 

Engineer/Chief Engineer is not frivolous and that there is some substance in the claim of 

contractor as would merit a detailed examination and decision by the Standing 

Committee, shall order to put up to the same to the Standing Committee at the 

Government level for suitable decision. 

CAUSE-31: STORES OF EUROPEAN OR AMERICAN MANUFACTURE TO BE 

OBTAINED FROM GOVERNMENT 

DELETED 

CLAUSE-32: LUMP SUMS IN ESTIMATES 

When the estimate on which a tender is made includes lump sum in respect of the of the 

contractor shall be entitled to payment in respect of the items of work involved or the part of 

the work in question at the same rates as are payable under this contract for such 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 all sums payable to him under the 

provision of this clause. 

CLAUSE-33: ACTION WHERE NO SPECIFICATIONS 

In the case of any class of work for which there is no such specification as is mentioned in 

rule 1, such work shall be carried out in accordance with divisional specifications and in the 

event of there being no divisional specifications then in such case the work shall be carried 

out in all respects in all respects with the instructions and requirements of the engineer-incharge. 

CLAUSE-34: DEFINITION OF WORK 

The expression "works" or "work" where used in these conditions, shall unless there be 

something in the subject or context repugnant to such construction, be constructed 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 

Contractor’s percentage whether applied to net or gross amounts of bill, the percentage 

referred to in the tender shall be deducted from / added to the gross amount of the bill before 

deducting the value of any stock issued. [As per G.R.P. W.D.No. CAT/1080/CR-330 Bldg-2 

dated 10/06/87] 


37 

CLAUSE-36: REFUND OF QUARRY FEES AND ROYALTIES 

All quarry fees, royalties, octroies dues and ground rent for stacking materials, if any should 

be paid by the contractor. 

CLAUSE- 37: COMPENSATION UNDER WORKMEN'S COMPENSATION ACT 

The contractor shall be responsible for and shall pay any compensation to his workmen 

payable under the Workmen's Compensation Act, 1923 (VIII of 1923) (hereinafter called as 

the said act), for Injuries caused to the workmen If such compensation is payable and/or paid 

by Government as principal employer under sub section (1) of section 12 of the said act on 

behalf of the contractor, it shall be recoverable by Government from the contractor under subsection 

(2) of the said section. Such compensation shall be recovered in the manner laid down 

in clause 1 above. 

CLAUSE- 37 (A) 

The contractor shall be responsible for and shall pay the expenses of providing medical aid 

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 due 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 persons employed on the site, shall maintain the same in condition 

suitable for immediate use at any time and 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 provisions 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 and the orders that may be issued from time to time under 

the said Act and 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". [Vide circular No. 

CAT/6076/3336 (400)Bldg-2 Dt. 16.08.85.] 

CLAUSE-38: CLAIM FOR QUANTITIES OF WORK IN THE TENDER 

1) Quantities in respect of the several items shown in the tender are approximate and no 

revision in tender rate shall be permitted in respect of any of the items so long as 

subject to any special provision, contained in the specifications prescribing a different 

percentage of permissible variation; the quantity of the item does no exceed the 

tendered 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/- [(PW & H Department Resolution No. CAT 1268/59382 Q dated 14/3/1974).] 


38 

2) The contractor shall if ordered in writing by the Engineer so to do, also carry out - in 

excess of the limit mentioned in sub clause (1) hereof on the same condition as 

and in accordance with the specification in the tender and at the rates (i) derived 

from the rates entered in the current schedule of rates and in the absence of such 

rates (ii) At the rates prevailing in the market. The said rates being 

increased or decreased as the case may be, by percentage which the total tendered 

amount bears to the estimated cost of the work as put to tender based upon the 

schedule of rates applicable to the year in which the tenders were invited; for the 

purpose of operation of this clause cost shall be 


39 

3) Claims arising out of reduction in the tendered quantity of any item beyond 25 percent 

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. 

5000/- 

4) The provision of Water Resources Department’s Marathi circular ''( – 

-.&/012/-0/-&/3 "4 – & " "#% ''5+ &&+&-+/-&/ shall be applicable under this 

clause. 

CLAUSE-39: EMPLOYMENT OF FAMINE OR OTHER LABOUR 

The contractor shall employ any feminine, convict or other labour of a particular kind or class 

if ordered in writing to do so by the engineer-in-charge. 

CLAUSE-40: CLAIM FOR COMPENSATION FOR DELAY IN STARTING THE 

WORK 

No compensation shall be allowed for any delay caused in the starting of the work on account 

of any acquisition of land and in the case of clearance works, for any delay in according 

sanction to estimate. 

CLAUSE-41: CLAIM FOR COMPENSATION FOR DELAY IN THE EXECUTION 

OF WORK 

No compensation shall be allowed for any delay in the execution of the work on account of 

water standing in borrows pits or compartments. The rates are inclusive for hard or cracked 

soil excavation in mud, sub soil, water or water standing in borrows pits and no claim for an 

extra rate shall be entertained unless otherwise expressly specified 

CLAUSE-42: ENTERING UPON OR COMMENCING ANY PORTION OF WORK 

The contractor shall not enter upon or commence any portion of work except with the written 

authority and instructions of the engineer-in-charge or his subordinates in charge of work; 

failing such authority the contractor shall have no claim to ask for measurements or payment 

for work. 

CLAUSE-43: MINIMUM AGE OF PERSONS EMPLOYED, THE EMPLOYMENT 

OF DONKEYS AND OTHER ANIMALS 

i) Contractor shall not employ any person who is under the age of 18 years. 

ii) 

No contractor shall employ donkeys or other animals with breaching of string or thin 

rope. The breaching must be at least 7.5 cm. wide and should be of tape (Nawar). 

iii) No animals suffering from sores, lameness or emaciation which his immature shall be 

employed on the work 

iv) The engineer-in-charge or his agent is authorized to remove from the work any person 

or animal found working which does not satisfy these conditions and no responsibility 

shall be accepted by Govt. for any delay caused in the completion of the work by such 

removal. 

v) The contractor shall provide drinking water facilities to the workers, similar amenities 

shall be provided to the workers engaged on large work in urban area. 

CLAUSE-44: METHOD OF PAYMENT 

Payment to contractors shall be made by cheques drawn on any treasury within the Division 

convenient to them, provided the amount exceeds Rs. 10/-. Amounts not exceeding Rs. 10/- 

will be paid in cash. 


CLAUSE-45: ACCEPTANCE OF CONDITIONS COMPULSORY BEFORE 

TENDERING FOR WORK 

40 

Any contractor who does not accept these conditions shall not be allowed to tender for works. 

CLAUSE-46: EMPLOYMENT OF SCARCITY LABOUR 

If Government declares a state of scarcity or famine to exist in village situated within 16 km 

of the work, the contractor shall employ upon such parts of the work, as are suitable for 

unskilled labour, any person certified to him by the Executive Engineer or by any person to 

whom the Executive Engineer may have delegated this duty in writing to be in need of relief 

and shall be bound to pay to such persons wages not below the minimum which Government 

may have fixed in this behalf. Any disputes which may arise in connection with the 

implementation of this clause shall be decided by the Engineer-in-Charge whose decisions 

shall be binding on contractor. 

CLAUSE-47 

The price quoted by the contractor shall not in any case exceed the control price, if any, fixed 

by Government or reasonable price which is permissible for him to charge a private purchaser 

for the same class and description of goods under the provisions of Hoarding and Profiteering 

Prevention Ordinance, 1948, as amended from time to time. If the price quoted exceeds, the 

contractor will specifically mention this fact in his tender along with the reasons for quoting 

such highest price. The purchaser at his discretion will in such case exercise the right of 

revising the price at any stage so as to conform to the controlled price on the permissible 

under the Hoarding and Profiteering Prevention Ordinance. These declarations will be 

exercised without prejudice to any other action that may be taken against the contractor. 


CLAUSE-48 

41 

The Contractor shall employ the unskilled labour to be employed by him on the work only 

from locally available labours and shall give preference to those persons enrolled under 

Maharashtra Government and self Employment Department's Scheme. Provided, however, 

that if the required unskilled labours are not available locally, contractor shall in the first 

instance employ such number of persons as is available may with previous permission in 

writing of the Executive engineer-in-charge of said work obtain the rest of requirement of 

unskilled labour from outside the above scheme. (As per 6, ' 7+,8 

&-9:0;+7+2:.0"/"#%'+/

42 

The Rate to be quoted by the contractor must be inclusive of Sale Tax. No extra payment on 

this account will be made to the contractor. 

CLAUSE-55 

All amounts whatsoever which the contractor is liable to pay to the Government in 

connection with the execution of the work including the amount payable in respect of (i) 

Material and or stores supplied/issued here under, (ii) Charges in respect of heavy plant 

machinery and equipment given on hire by the Government to the contractor for execution by 

him of the work and or on which advances have been given by the Government to the 

contractor shall be deemed to be arrears of the Land Revenue and the Government may 

without prejudice to any other rights and remedies of the Government recover the same from 

contractor as arrears of land revenue, (vide P.W. & H. Dept No. CAT/1274/4064/DESK-2 

dated7/12/1976) 

CLAUSE-56 

The contractor shall engage apprentice such as brick layer, carpenter, wireman, Plumber as 

well as blacksmith as recommended by the State Apprenticeship Advisor Director for 

Technical Education, Dhobi Talao, Mumbai-1 on the Construction work. (As per Govt. of 

Maharashtra Education Department No.TSA/5170 T 46689 Dated 7/7/72) 

CLAUSE-56 (A) 

A contractor shall comply with the provisions of the Apprentices Act at, 1961 under rules 

orders issued form time to time. If he fails to do so his failure will be a breach of the contract 

and the Superintending Engineer, may in his discretion, cancel the contract. The contractor 

shall also be liable for any pecuniary liability rising on account of any violation by him of the 

provision of the Act. (NO. AT S7107/T/447125 DATED 20/7/1976 of Director of Technical 

/Education an Sate Apprenticeship adviser M.S.Mumbai.) 

CLAUSE-57: SALE TAX / VAT 

The tendered rate shall be inclusive of all taxes, and ceases and shall also be inclusive of the 

levies in respect etc., of works contract under the provisions of the Maharashtra Sales Tax on 

transfer of property in goods involved in the execution of Works Contract Act, 1985 

(Maharashtra Act No. XXVL of 89) 

As per GR. PWD No CAT/1096/CR-172 Bldg-2 dated 20.04.1998) 

VAT @ 2% of the gross value of the work done should be deduct from the R.A. Bills and 5% 

shall be deducted from those who are not registered under VAT (As per G.R. PWD No. 

B.D.G.2005 / CR-324 / building -2, Mantralaya, Mumbai, Dated 3 March 2006). 

CLAUSE-58: ANTI-MALARIA 

A) The anti-malaria and other health measures shall be as directed by the Joint Director 

(Malaria and Filaria) of Health Service, Pune. 

B) Contractor shall ensure that mosquitogenic conditions are not created so as to keep 

vector 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 Service, Pune. 

D) In case of default in carrying out prescribed anti malaria measures resulting in increase 

in malaria incident contractor shall be liable to pay to Government on anti malaria 

measures to control the situation in addition to fine. 

E) Relations with Public Authorities 


43 

The contractor shall make sufficient arrangements for draining ways the sullage water as 

well as water coming from the bathing land, washing places and shall dispose off this 

water in such a way as not to cause any substance. He shall also keep the premise 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 of public authority in connection with this work and shall 

pay fees or charges which available on him without any extra cost to Government. (As 

per Govt. of Maharashtra PW Dept. Circular No. CAT/1086/CR-243/D Blg- Dated 

11/9/87) 

CLAUSE-59 

The work is likely to be in progress departmentally and quantity put to tender shall be 

reduced to the extent of the work is done by Department up to the date of starting the work by 

the contractor. No clam due to deduction in quantity on this account will be entertained. 

CLAUSE-60 

6,06,=>7",%? ,@"@'(A'()*'? 

'?'"#, ,BCD)*+,"@'(A'()* 

'?'?'"#,@'(A'()*'? (6@)*E(,%% 

,F"'?(64"> ,BCD)*+ 

61.CONDITION RELATING TO INSURANCE OF CONTRACT WORKS 

The contractor shall take out necessary Insurance Policy / Policies (viz. Contractor’s All 

Risks Insurance Policy, Erection All Risk Insurance Policy, as decided by the directorate of 

Insurance) so as to provide adequate insurance cover for execution of the awarded contract 

work for total contract value and complete contract period COMPULSORILY from the 

Directorate of Insurance, Maharashtra State, Mumbai only. Its postal address for 

correspondence is 264, MHADA first floor, Opp. Kalanagar, Bandra (East), Mumbai-51. 

(Telephone No. 022-26590403 / 26590690 and Fax No. 022-26592461 / 26590403) 

Similarly, all workmen appointed to complete the contract work are required to insure under 

workmen’s compensation insurance policy taken out from any other company will not be 

accepted. If any contractor has not taken out the insurance policy from the Directorate of 

Insurance, Maharashtra State, Mumbai or has effected insurance with any insurance 

company, the same will not be accepted and the amount of premium collected by the Govt. 

Insurance fund or 1% of the contract work will be recovered directly from the amount 

payable to the contractor for the executed contracted work anf if paid by the contractor, the 

same will be released and reimburced only after submission o\paid voucher and scrutinized 

by the Divisional Accountant. Director of Insurance reserves the right of distribute the risks 

of insurance amoung the other insurers. 

62. /6/'7%&/ 

")*AG 6, =H =B ( " '(@ " "#% B+7+%B8 

1"3/--904+7+&-.0": '+'?'"&99I"?#A 

B"?8J=>!B(6,%?"8#"##,1B'""(KL3 

,,%?,M>"E(",NO#,@>'?'" 

&9/

44 

,%'?'@,=>M@(,%%#>'P6ANOQ%Q"?@# 

'(R)*+,J" @,)*=>J" 

#8"(,+ 

 

 


45 

SCHEDULE ‘A’ 

Schedule showing (approximately) the materials to be supplied from the Government’s 

store for the work contracted to be executed and preliminary and ancillary works, and the 

rates at which they are to be changed for. 

Name of Work : PANI PURAWTHA YOJNA ( With Public Contribution ) AT. 

PATKHED TAL-BARSHITAKLIDIST. AKOLA 

Particulars Rate at which the material will be Place of delivery 

charged to be the Contractor 

Unit 

Rate 

1 2 3 4 

------- NIL -------- ------- NIL -------- ------- NIL -------- ------- NIL -------- 

Note : 1) 

All the materials including cement and steel shall be procured by the 

Contractor. The Department will not arrange for supply of any materials. 

2) The materials bought by the Contractor will have tobe tested and the 

expenditure of Testing shall be borne by the Contractor and only the materials 

found to comply with the specification shall be allowed to be used on the work. 


1. OUTLINE OF WORK : 

SPECIAL CONDITIONS OF THE CONTRACT 

(These will apply to all items of works etc. as relevant) 

1.1 The work will be on lines of the set of plans attached to the tender documents. However, the 

plans are liable to be changed in the course of execution and the strata shown there on are 

approximate. 

1.2 The item or work and their approximate quantities are given in schedule “B” of the Tender. 

1.3 The specifications of the work shall be as per Detailed General Specifications attached to this 

Tender and shall be strictly enforced. 

1.4 All levels shown in the drawings are approximate and depths of excavation are likely to be 

increased or decreased depending upon the strata met with during actual excavation. No claims 

on account of change in depth of strata or change of slopes will be entertained. The designed 

layout shown in the tender drawings is tentative and is subject to modifications. Such modifications 

shall not be a reason for any claim . 

2. UNIT OF QUOTING RATES : 

2..1 The percentage above or below shall be quoted with respect to the estimated rates in the schedule 

"B" 

3. SITE CONDITIONS : 

3.1 It shall be presumed that the contractor has satisfied himself as to the nature and location of the 

works, material availability general and local conditions, particularly those bearing on transport, 

handling and storage of materials, disposal of spoils, availability of labour, weather conditions, 

sources of water material availability etc. and has estimated the cost accordingly. Government 

will bear no responsibility for any lack of such acquaintance with site conditions and the 

consequence thereof to the contractor. 

3.2 HOUSING : 

No local housing is available and the contractor should arrange for suitable housing for his staff 

and labour, offices, etc. at his own cost within the area of work, as directed by the Engineer-incharge. 

Land for the same will be made available free of charge for temporary use during the 

course of execution, if available with the department. 

3.2.1 It is the responsibility of the Contractor to provide the firewood for the domestic use of the 

workers at the project side. 

3.3 WATER SUPPLY AND DRAINAGE : 

3.3.1. The Contractor shall make his own arrangements at his cost for the water supply to his 

colony and to the work site required for the work. The details of his proposed supply shall 

be approved by the Engineer-in-charge. Fresh and potable drinking water shall be made 

available by the Contractor to all persons working at work site in clean and hygienic 

earthen or other pots at all working places and in sufficient quantities. 

3.3.2 Similarly the disposal of solid waste and waste water / drainage arrangements 

will have to be made by the Contractor at his own cost to the entire 

satisfaction of the Engineer-in-charge 

3.4 CAMP REGULATION : 

The contractor shall be responsible for maintaining order in his camp and on his work site 

and to that end shall employ such officers, watchman or other persons, as required, at his cost. 

Unauthorized or undesirable persons shall be excluded from the camp and from the works. If, in the opinion 

of the Engineer-in-charge, any employee or agent of the Contractor misbehaves or causes 

obstruction in the proper execution of the work or otherwise makes himself undesirable, the 

Punoti Kh. - 46 -

contractors shall on receipt of the instruction to do so, remove him from the premises. Employees of the 

contractors shall mean any person employed by him or his subcontractors, (if subletting is permitted by 

the Engineer-in-charge), or any person employed on the work, contracted for on behalf of the 

contractor. 

3.5. MEDICAL AID : 

Medical aid for the contractor’s men shall be arranged by the Contractor at his own cost. The 

contractors shall provided first aid boxes on the work site. These boxes shall always be filled in 

with all required medicine. 

3.6 ROADS : 

3.6.1 The Contractor shall construct and maintain suitable inspection paths within the work limits 

at his own cost. There will however be no charge for any reasonable use by the Contractor of any 

road constructed by the Government. As Government machinery will be moving on the haul 

roads, if any accident occurs, the Contractor will have no claim on that account, will have to pay 

compensation etc. for such accident as per rules, regulations, laws etc. pertaining to these 

matters. 

3.6.2 All quarry roads and paths for the conveyance of materials from the quarries to the site of 

work and for all other operations required for the contract shall be constructed and maintained by 

the contractor at his own cost & If the village/public/private road is damaged by contractor heavy 

vehicle it should be repaired by the contractor. 

3.7 ELECTRICAL POWER : 

3.7.1 The contractor will have to make his own arrangements for electric power at his cost and this 

shall not constitute any reason for any claims in this behalf. The contractor will have to make his 

own arrangements to lay and maintain the necessary distribution line and wiring for his colony 

and the works at his cost. All wiring and methods of construction for overhead distribution lines 

and other lines shall be in accordance with the Indian Electricity Act 1910 and Indian Electricity 

Rules 1956. 

3.7.2 The layout and method of laying the lines and wiring and the nature of connected loads shall 

have the prior approval of Engineer-in-charge. 

3.7.3 In the case where electrical power is locally available from the Government, it will be 

supplied to the Contractor at the prevailing rates plus the duties and taxes applicable as per 

M.S.E.D.C. tariffs. The Contractor shall however have no claim for any inconvenience and loss 

caused due to non-availability of power or any interruption or break down in supply once the 

supply is started. 

3.7.4 The Contractor shall be and remain answerable and liable for any loss or damage or injury to 

any person or any property of Government, or other, caused by, arising from the failure of 

observance of the Indian Electricity Act, 1910 and Indian Electricity Rules 1956. Sufficient 

lighting as directed by the Engineer-in-charge shall be provided by the Contractor at his cost and 

risk in the working area and in the ancillary areas. 

4.0 ERRORS, OMISSION AND DISCREPANCIES : 

In all cases of omission, doubt, or discrepancies in the dimensions or description in the drawings 

and items of work, it shall be referred to the Engineer-in-charge, whose clarification and 

elaboration shall be considered as authoritative, subject to provision of clause No.30 of the B-l 

Form Conditions of Contract. The Contractor shall be held responsible for any error that may 

occur in the work through lack of such reference and precautions. 

5.0 SUPPLY OF MATERIALS BY AGENCY : 

5.1 CEMENT : 

5.1.1 All cement required for the work under this Contract shall be procured well in 

advance by the Contractor from the recognized manufacturers such as A.C.C. / Ultra Tech / 

Punoti Kh. - 47 -

Vasav Datta. Ordinary Portland cement of 43 grade conforming to I.S. 8112, 1989 and subsequent 

revisions thereof, if any, packed in 50 kg woven HDPE bags conforming to I.S. 11652 of 1986, shall 

be supplied. 

5.1.2 The Contractor shall produce proof of purchase of cement from the cement factory(s). 

The purchase bill supported by a Delivery Challan and Excise Gate Pass shall constitute adequate 

proof of purchase. Cement shall be stored in such a way as to allow its removal and use in 

chronological order of receipt i.e. first received being first used. 

5.1.3 Cement shall be kept in a weather-proof store under a double locking arrangement (one 

lock to be operated by Contractor and second lock to be operated by the authorised person of 

Department) so that it can be taken out or fresh stock admitted with the knowledge of supervising 

staff of the Government. The watch and ward of the cement stores shall be the responsibility of the 

Contractor. 

5.1.4 If godown facilities are available with the Department, the same will have to be utilised 

by the Contractor as per the terms and conditions as decided by the Engineer-in-charge. 

5.1.5 Testing :Cement shall be tested from Government approved laboratory with Contractor’s 

own cost and results submitted to Department. Cement shall be provided free of cost by the 

Contractor to the Engineer-in-charge, as and when desired, for testing purpose. 

5.1.6 The Engineer-in-charge or his representative shall at all times have access to the storage 

and work sites of the Contractor and shall have authority to check and examine security records, 

storage records and records of on-site usage, which are to be maintained up-to-date and provided 

by the Contractor. The Contractor shall comply with instructions that may be given by the 

Engineer-in-charge. 

5.1.7 The godown shall have masonry walls (U.C.R. or B. B.) and double locking 

arrangements. The construction should be completely leak proof. The floor should be hard 

material like shahabad or cement concrete and will not absorb and retain moisture. The godown 

and stocking arrangements shall be such as not to damage cement. The damage to the cement 

stored in the contractor's godown shall be solely his responsibility. The contractor shall not be 

allowed to use the damaged cement on the work. The end disposal of such cement shall be as 

directed by the Engineer-in-charge. 

5.1.8 The Engineer-in-charge or his authorised representative is authorised to inspect lorries of 

cement and all other materials of the Contractor before allowing them to proceed out of the 

works area. 

5.1.9 Whenever the cement is used on weight basis by correcting the bag weight for 50 kg. net 

cement the excess or shortage form the actual cement bag as received form the market shall be 

corrected and neat record of every use and excess or shortage noticed should be signed by the 

Engineer-in-charge of work operation and contractor or his representative. The extra cost of 

cement if any will be borne by the contractor. However, the contractor will make available 

necessary ledger, weighing arrangements and supervising staff at no extra cost on to this 

account. 

5.2 STEEL : 

The Contractor shall procure steel from the market. The Contractor shall make necessary 

arrangement at his own cost for samples from the available stock and shall confirm with 

the specifications laid down by the Bureau of Indian Standards (vide their specification 

Nos. I.S. 432 (part-1) of 1966, 1139-1966, 1786-1979) and subsequent revisions. 

a) The Contractor should store the steel of 60 days requirement at least one month in 

advance. 

Punoti Kh. - 48 -

) The contractor will have to construct sheds for storing steel having capacity not 

less than the steel required for 90 days use at works site. The Engineer-in-charge 

or his representative shall have free access to inspect to such stores and storage 

arrangement and to suggest modification and improvement if any and the 

contractor shall comply with the same. The storing arrangement shall be such as to 

afford convenience of the inspection and check of materials. Bars of the same size, 

length, shape & grade shall be assembled in stock & marked distinctly. 

c) The contractor shall further, at all time satisfy the Engineer-in-charge on demand, 

by production of records and books or by submissions, returns and other proofs as 

directed that the steel is being used as tested and approved by the Engineer-incharge 

for the purpose and the Contractor shall at all times maintain proper record 

of showing the basis of receipts & utilization of steel procured by the contractor & 

these shall at all times be open for inspection of the Engineer-in-charge. 

d) The Contractor shall procure the steel from main producers such as SAIL or 

TISCO. Rolled steel will not be acceptable. They should bring the test certificates 

of steel procured by them from the manufacturer and presented to Engineer-incharge 

for inspection.. 

e) The steel procured should conform to the standard specification of Bureau of 

Indian Standards IS: No. of 1979 for Tor Steel and IS 432 of 2000 for mild steel 

& latest IS: No. for T M T 500 

f) Steel samples required for testing shall be supplied by the Contractor free of cost, 

However testing charges also to be borne by the Contractor. 

g) Structural steel shall conform to IS : 2002 

5.3 EXCAVATED MATERIALS : 

5.3.1 All the materials available from excavation will be property of Govt. and shall be disposed off 

as directed by the Engineer-in-charge. The materials of approved quality shall be used by the 

contractors in the items of work included in the schedule of prices for ancillary or preparatory 

work at the rate of prevailing royalty charges. 

Prior approval of the Engineer-in-charge for such use shall however be taken. The contractor 

shall make proper arrangements for sorting out and stacking material of approved quality that 

he proposes to use aforesaid. Government will be free to make use of other materials not likely 

to be required for use by the contractor as will be determined by the Engineer-in-charge. The 

excavated materials not to be used by the contractor as above or stacked for his use but 

remaining unused at site after completion of works shall be disposed off by the contractor at his 

cost in a manner and places as directed by the Engineer-in-charge. However no claim on 

account of extra lead & lift will be enterained by the department for disposal of exvated 

material. 

Govt. Of Maharashtra Irrigation Department Circular No. JAY 1080/105543 (1290) MAJ 

6 dated 19-9-81.) 

The separable spoils available from adjacent reaches /K.T.Weir works, etc. other than those in 

the tender under consideration shall be permitted to be used by the contractor free of cost 

provided these materials are used solely for the specific contract work in question, with the 

prior approval of the Engineer- in-charge. However no claim on account of non-availability of 

the separable spoils will be entertained by the department. 

5.3.2 The contractor shall use the extracted materials like rubble stone and quarry spauls, as the 

Executive Engineer, may direct and approve after removal, direct from excavation or from 

dumps as the Executive Engineer, may stipulate, The selection, sorting and stacking shall be 

done according to the direction of the Executive Engineer at free of cost by the contractor. 

5.3.3 The contractor shall supply free of cost the necessary quantities of sand, stone and aggregate 

etc. to the government for carrying out tests as required by the Engineer-in-charge. This shall 

Punoti Kh. - 49 -

e done well in advance of the construction operation so as to get approved the quality of the 

materials. The cost of opening quarries and operating them shall be borne by the Contractor. 

5.4 STONE : 

5.4.1 The Contractor shall visit various stone quarries operating in the nearby region and 

ascertain the levels and areas in which stone of good and acceptable quality is 

likely to be available. It is for the Contractor to investigate his own quarries which 

will yield stone in sufficient quantities and of required quality for the works. 

However, if a quarry location ascertained by the Contractor does not yield 

adequate and suitable stone, no claim will be entertained and other quarry 

locations will have to be investigated and established by the Contractor at his own 

cost and risk. The quality of stone from all quarries shall be got approved by the 

Engineer-in-charge before using it on the work. The contractor shall have to make 

arrangements at his own cost for construction and maintenance of all roads leading 

to and fro from the stone quarries as required by him. 

5.4.2 The locations of quarries have to be such that they do not affect permanent 

structures as well as should not be near existing or proposed habitation. The 

locations and sizes of quarries shall be subject to approval of the Engineer-incharge. 

However, if a quarry location approved by the Engineer-in-charge, on its 

opening, does not yield adequate and / or suitable stones, no claim can be raised 

against the department. In that case other quarries will have to be established by 

the Contractor at his own cost and risk and the stone got approved from the 

department for its quality before using it in the work. 

5.4.3 If the stone quarries are located in the lands acquired by the department, the 

Contractor would be allowed to quarry the rubble from these areas. If the quarries 

are located in private properties, the Contractor shall make his own arrangements 

to the legal rights and attend to payment etc. to the concerned parties for operation 

of these quarries at his own cost. Similarly he shall make arrangement for roads 

leading to and from the stone quarries to the work site at his own cost. 

5.4.4 In the stone quarries, where weak rocks like volcanic breccias etc. are met with, 

such rocks will be rejected and not allowed for use in the masonry. The quarrying 

will have to be adjusted to avoid these and other types of weak rocks. 

5.5 SAND : 

5.5.1 The Contractor shall make his own arrangement for procurement of sand of approved 

quality and the same should be got approved from the Engineer- in-charge before it is 

used on the work. However, if the quarry proposed by the contractor does not yield 

adequate suitable sand, no claims can be raised against the Department. In that case, 

another quarry location will have to be established by the Contractor at his own cost and 

risk. The sand from such quarries should be got approved from the Department before 

using it on the work. 

The Contractor shall have to make arrangement at his cost for construction and 

maintenance of all roads leading to and from sand quarries to the work site as required by 

him. 

5.6 CASING & HEARTING MATERIAL : 

The casing and hearting materials are expected to be used from available material from 

excavation on site during execution of the work and additional quantities (if required) are 

to be brought from the quarries. It is the responsibility of the Contractor to identify the 

quarries from which sufficient quantities of hearting and casing materials can be 

borrowed and quote rates accordingly, including all leads and lifts. No claim on account 

of extra lead and lift shall be entertained. 

Punoti Kh. - 50 -

5.6.1 The Contractor shall have to make arrangement at his own cost for construction and 

maintenance of all roads leading to and from quarries to the works site required by him. 

Punoti Kh. - 51 -

5.7 PETROL, OIL AND OTHER LUBRICANTS 

5.7.1 The contractor shall have to make his own arrangement for procurement of petrol, diesel, oil 

and other lubricants. 

6.0 EXPLOSIVES PROCUREMENT AND STORAGE : 

6.1 Explosives, petrol ,oils, fuels and other inflammable materials shall be stored strictly in 

accordance with the rules of the Explosives Department. 

6.2 The contractor shall, at his own expense, construct and maintain, at site of works 

proper magazine for storage of explosives and proper storage facilities for oil, fuel, etc. for use 

in connection with the work without any extra cost. 

6.3 The Contractor shall, at his own expense, obtain such licenses as may be necessary for storing 

and using explosive, oils, fuels, etc. The Department shall not accept any responsibility 

whatever in connection with the storage or use of explosives on the site or any accident or 

occurrence whatsoever in connection therewith. All operations of the Contractor in which or 

for which explosives are employed shall be at the risk of the Contractor and upon his sole 

responsibility. 

6.4 The Contractor shall arrange for the procurement of all the explosives at his cost and risk. 

6.5 If the Contractor fails to satisfy and provide safety precautions and fails to maintain 

satisfactory accounts of explosives, he shall be liable to the penalties under the rules. Skilled 

person shall be kept available on the work site to undertake all blasting operations. 

7.0 DATA TO BE FURNISHED BY THE CONTRACTOR: 

7.1 The Contractor shall submit to the Engineer-in-charge within a fortnight of the award of 

Contract, a list of the construction plant and equipment to be used for the execution of work and 

the names and qualifications of his staff assigned to supervise the work 

7.2 Immediately after receipt of the Work Order to commence the work, the Contractor shall submit 

to the Engineer-in-charge for approval, the plans in triplicate showing the location of his workshop 

and storage building, storage yards, offices, Contractor’s colony (including its services) and 

housing facilities which he proposes to erect at site. Suitable housing arrangements for the 

labours employed by the Contractor or his piece workers will be the Contractor's responsibility 

and the location of huts shall be in the prescribed area only, which shall be got approved from 

the Engineer-in-charge. 

7.3 No change in the approved layout shall be carried out without the written approval of the 


Punoti Kh. - 52 -

8. USE OF SITE : 

8.1 The Contractor shall be permitted to use the following for the bonafide purpose of the 

execution of this Contract, free of charge. 

i) The site required for construction of the work 

ii) The approach and haul roads constructed by Government subject to para 3.6.1. 

iii) 

The quarries for stones, sand and surkhi and the Government land required for 

Contractor’s buildings and storage yards. 

Use of quarries will be subject to Royalty charges as per para 10 below. The extent of 

land required by the Contractor shall be decided by the Engineer-in-charge at his sole 

discretion. 

8.2 All areas of operation including those for his staff and labour colonies, handed over to the 

Contractor shall be cleared and handed back in good condition to the Engineer-in-charge 

except areas under works constructed in accordance with this Contract or those for which 

specific approval has been obtained from the Engineer-in-charge. 

8.3 Wherever possible and desirable, the Contractor shall preserve all existing vegetation 

adjacent to the site, which does not interfere with the construction, as determined by the 


8.4 The land shall, as herein before mentioned, be handed over back to the Executive 

Engineer within six months after the completion of the work under this Contract. Also no 

land shall be held by the Contractor longer than the Engineer-in-charge shall deem 

necessary and the Contractor shall on due notice by the Engineer-in-charge, vacate and 

return the land which the Engineer-in-charge may certify as no longer being required by 

the Contractor for the purpose of the work, failing which the Contractor shall be liable to 

pay rent for the land so occupied, at the rate prescribed by the Engineer-in-charge. 

9. CERTIFICATE : 

The contractor should certify, after careful study and with due diligence, I hereby certify that all 

the lead charges, lift charges, etc. for various construction materials are included in the rate of 

the items and no claim will be put forth by me on this account. 

10. ROYALTIES : 

All quarry fees, royalties, octroi dues and ground rent for stacking materials, if any, shall be 

paid by the contractor in advance to the revenue authority & obtain required permission on 

failing this no claim on account of any penalties levied on contractor or department by revenue 

authority will be entertain by dept. The amount of royalty shall be deducted from R.A. bill as 

per prevailing rates and will be released only after submission of receipt from revenue 

Authority and if the contractor fails to submit the receipts the same amount will be directly paid 

to the Revenue Authority. 

11.0 PROGRAMME TO BE FURNISHED : 

11.1 As soon as practicable after the acceptance of Tender, but not later than 15 days, the 

Contractor shall submit to the Engineer-in-charge for his approval, a program showing 

Punoti Kh. - 53 -

Sr. 

No. 

the procedure and method by which he proposes to carry out the works, and shall 

whenever required by the Engineer-in-charge, furnish particulars in writing of his 

arrangements for carrying out works and the construction plant, temporary works, etc that 

he intends to use or construct as the case may be. No extra claims shall be admissible 

except as per the conditions provided for in the Tender. 

11.2 For guidance in preparing the programme for dates by which the various 

items shall be executed are given below. 

Item 

Construction programme attached 

separately on page 64 

Cumulative % of work quantity period wise 

... to ... ... to ... ... to ... ... to ... Remarks/ 

months 

months 

months 

months 

Total 

TOTAL 

(AVERAGE) PERCENTAGE 

The program on the other items which are not quoted herewith should be matching with 

the progress of items given above. 

11.3 The submission to and approval by the Executive Engineer of such a programme shall not 

relieve the contractor of any of his duties or responsibilities under this contract. 

Punoti Kh. - 54 -

12. SETTING OUT: 

12.1 The Contractor shall be responsible for the true and proper setting out of the works and 

for the correctness of the position, levels, dimensions and alignment of all parts of works 

and for the provision of all necessary instruments, appliances and labour in connection 

therewith. If at any time during the progress of works, any error shall appear or arise in 

the position, level dimensions or alignment of any parts of the works, the Contractor shall 

rectify such error to the satisfaction of the Engineer-in-charge without any extra cost to 

the Government. 

12.2 For the purpose of setting out, two ends bench marks of which values shall be furnished 

by the Engineer-in-charge shall be provided by the Department near the site of work. The 

locations of such bench marks shall be apexes or the centre line or at appropriate 

locations specified by the Engineer-in-charge. All setting out shall be with reference to 

these bench marks and any errors, for the purpose of para 12.1 and 12.3, shall be with 

reference to these marks and levels. 

12.3 The checking of any setting out or of any line or level by the Engineer-in-charge or his 

agent shall not in any way, relieve the Contractor of his responsibilities for the 

correctness thereof and the Contractor shall carefully protect and preserve all bench 

marks, site rails and other things used in setting out of the works. 

12.4 Signing field books, longitudinal sections and cross sections 

Before starting the work and before any work is covered, levels for plotting the 

longitudinal and cross sections of the portions of the work shall be taken by the Engineerin-charge 

or his authorised representative in the presence of the Contractor or his 

authorised agent, who shall sign the field books (on the same day) and plans showing the 

longitudinal and cross sections, in token of acceptance. If the Contractor fails to sign, the 

levels recorded by the Engineer-in-charge or his representative shall be final and binding 

on the Contractor. For this purpose of taking levels a suitable date shall be fixed by the 

Engineer -in-charge and intimated to the Contractor at least three days in advance. If the 

Contractor or his duly authorised agent fails to attend on the appointed date, the levels 

shall be taken in his absence and such levels and longitudinal and cross sections based 

thereon, shall be final and binding on the Contractor. 

13. FOSSILS, ETC. : 

13.1 All gold, silver, oil or other minerals of any description and all precious stones, relics, 

fossils, coins, articles of value, articles of antiquities, old structures and other remains or 

things of geological, archaeological or religious interest discovered in or on the site of 

work shall be the absolute property of the Government and all measures shall be taken by 

the Contractor to protect the same from any damage or removal, and immediately upon 

discovery, the Contractor shall inform the Engineer-in-charge of the find. 

14 PATENT RIGHTS : 

14.1 The Contractor shall indemnify the Engineer-in-charge, from and against all claims and 

proceedings for, or on account of, infringement of any patent right, design, trade marks, 

or other protected rights in respect of any construction, plant, machine work or materials 

used for, or in connection with, the works of temporary or permanent nature and from and 

against all claims, demands, proceedings, damages, cost charges and expenses whatsoever 

incurred in relation thereto. 

15. NIGHT WORK : 

15.1 When work has to be carried out at night, the Contractor shall obtain written permission 

of the Engineer-in-charge. In the event of such sanction being granted, proper 

arrangements for supervision, lights, etc. shall be made to the satisfaction of the Engineerin-charge. 

Punoti Kh. - 55 -

16. PROTECTION OF MATERIALS : 

16.1 Materials shall be transported, handled and stored on the site in such a manner as 

to prevent, damage, deterioration or contamination. 

17. PRECAUTION DURING FLOODS AND RAINS : 

17.1 It is the responsibility of the Contractor to preserve and maintain in safe condition all work, 

materials, machinery and tools form floods and rain and no compensation will be paid on any 

account. 

18. PASSING OF FOUNDATIONS : 

18.1 After the completion of excavation work the same will be checked and passed by the 

Engineer-in-charge before backfilling or masonry or concrete work shall proceed. 

19. QUARRIES 

19.1 It is for the contractor to investigate his own quarries which would yield construction 

material such as stone, metal,rubble,water,sand, surkhi, murum, soil etc. and satisfy 

himself of the availability in desired quantities and quality. All necessary tests of 

materials should be carried out by the contractor at his own cost before using the material. 

19.2 The tenderer’s should in particular to see his own quarry sites and satisfy themselves 

about the quality and quantities of the material available as the rates quoted will be 

inclusive of all leads and lifts involved in bringing the materials from his own quarries. 

No claim on account of extra lead & lift for construction material used on site will be 

entertained. 

19.3 He shall supply free of cost necessary quantities of sand, stone and aggregate to 

government for carrying out test as desired by the engineer-in-charge well in advance of 

the construction operation so as to get approved the quality of the materials. The cost of 

opening quarries and operating them shall be borne by the contractor. 

20. WORK ORDER BOOK : 

20.1 The Contractor shall supply and maintain a bound work order book at the work site as 

directed by the Engineer-in-charge and shall make it available to the Engineer-in-charge 

or his representative, whenever requested. The work order book should have pages in 

triplicate and triple carbon papers should be provided with them. The Engineer-in-charge 

or his representative may record orders regarding works in this book, leaving the original 

copy in the book and removing the second and third copies to take with him. All orders 

recorded in these work order books shall be deemed to have been served on the 

Contractor. On completion of the work, all the work order books shall be handed over to 

the Engineer-in-charge. 

21. NO CLAIMS ON ACCOUNT OF DELAY DUE TO DEPARTMENTAL OR OTHER 

CONTRACTOR'S WORK : 

21.1 Delay on account of holding up work under this Contract due to the execution of work 

such as drilling and grouting, laying of pipes for construction of sluice and penstock, 

erection of gates for the irrigation and power outlets and other works being carried out 

simultaneously either by the Department or any other Contractor, shall not form reason 

for any claims by the Contractor. 

22. EMBEDED PARTS : 

22.1 Installation of all embedded parts such as for gates for penstock, irrigation outlets, pipes 

for penstock and construction of sluice or any other metal work (either supplied by the 

Department or bought by the Contractor at his own cost) stands included in the relevant 

item of Schedule ”B”. No extra payment will be made for the installation of this 

embedded metal work or for delays or for interruptions arising there from. 

22.2 The Contractor shall allow free use of gangways, etc. if any constructed by him, for 

Department work 

Punoti Kh. - 56 -

23. CO-ORDINATIONS WITH OTHER CONTRACTORS : 

23.1 Where other agencies, including the Department, are working in the same area for works 

other than those included in this Contract, the Contractor shall co-operate with these 

agencies to the fullest extent and shall allow them reasonable facilities and co-ordination 

for execution of their works simultaneously and satisfactorily, as intended in the Contract 

conditions, specifications and drawings. 

Should there be a dispute or disagreement between the Contractor and the other agencies 

for any cause whatsoever, the same shall be referred to the Engineer-in-charge whose 

decision regarding the co-ordination, co-operation and facilities to be provided by all the 

Contracting agencies to the others shall be final and binding on all parties and such 

decision shall not vitiates any Contract nor absolve the Contractor of his responsibilities 

under this Contract nor form the ground for any claim or compensation. 

24. DEFINITION OF THE TERM ENGINEER-IN-CHARGE :- 

24.1 The Engineer-in-charge means the Executive Engineer directly in charge of the work or 

any other officer duly authorised on his behalf. 

25. SUB-SURFACE CONDITIONS :- 

25.1 The probable rock line as roughly assessed from logs of the various bores and trial pits 

taken along and in the region of the various elements of works are shown on the 

drawings. The cores of these logs are available for inspection at site. The Contractor shall 

study the actual cores and draw his own conclusions as to the stratigraphy and nature of 

the materials. The Contractor shall acquaint himself with the local geology including the 

intertrappen layers, brecciaed rocks and water bearing possibilities of the softer strata that 

are expected to be encountered. The Contractor shall bear full responsibility for his 

deductions and conclusions as to the nature and condition of the rock and other materials 

and any difficulties associated with their excavation and use. 

26. DEATH, BANKRUPTCY, ETC. : 

26.1 If the Contractor shall die or commit any act of bankruptcy, or being bankrupt 

commences winding up, the executors, successors or other representative in liquidation or 

any person in whom the Contract may become vested, shall forthwith give notice thereof 

in writing to the Government and shall for one month, during which he shall take all 

reasonable steps to prevent a stoppage of work, have the option of carrying out this 

Contract subject to his or their providing such guarantee as may be required by the 

Government, to the value of work remaining unexecuted. In the event of stoppage of 

work, the period of option under this clause shall be fourteen days only. Should the above 

option be not exercised, the Contract may be terminated by Government by notice in 

writing to the Contractor. The power and provisions reserved to Government in this 

Contract of taking of the work out of Contractor’s hand shall immediately become 

operative. 

27. REFERENCE TO STANDARD SPECIFICATIONS : 

27.1 The specifications of the work as attached to this Contract are drawn with a specific 

reference to site conditions and do not everywhere include the details of standard tests 

and procedures, which are already laid down and available in the current Indian Standard 

Specifications. Whenever such details are not specified in this Contract, provisions under 

the current Indian Standard Specification and the Standard Specification (1965, and as 

amended from time to time) of Government of Maharashtra shall be deemed to be 

applicable. 

28. PAYMENT OF THE RUNNING ACCOUNT BILLS : 

28.1. With references to clause 10 of B-l form the payment of the bills will be made monthly. 

28.2. If due to paucity of fund payment is not made at regular intervals, no claim on this account shall 

be entertained. 

Punoti Kh. - 57 -

29. INCOME TAX / VAT 

29.1 Deduction for Income Tax at the rate of 2% (two percent) plus surcharge if any, VAT 5%, 

as applicable from time to time on such deduction, will be made on the gross payment of 

each bill due to the Contractor without excluding any adjustment on account of cost of 

material, hire charges of machineries or any services rendered by the Department. (VAT 

is applicable 2% those who are registered under the provision of Rule of Maharashtra 

Value Added Tax Act 2005 for the purpose of levy of Tax & 5% applicable for 

unregistered contractor under VAT.) 

. 

The Tender rates are inclusive of all taxes, rates, cesses and are also inclusive of the 

Leviable tax in respect of sale by transfer of property in goods involved in the execution 

of work contract under the provision of rule of Maharashtra value added tax act 2005 for 

the purpose of levy of tax 

30. ENGAGEMENT OF APPRENTICE 

30.1 It is obligatory on the part of the contractor to engage requisite number of apprentices by 

the State Apprenticeship Advisor and train them in the Bldg. trade (such as (i) Brick layer 

Bldg. Constructions, (ii) Carpenters and (iii) Plumbers as well as black smith) which have 

been specified designated trades under the Apprenticeship Act. 1951. 

31. DEPARTMENT’S ASSISTANCE : 

31.1 Though there is difficulty in procuring Explosives, tubes, tyres, food grains and other 

such materials and commodities, the Department can not and does not undertake any 

responsibility for assured supplies thereof. However the department will assist the 

contractor in forwarding recommending, his requirements for the work to proper 

authorities for all these articles without any commitment on the part of the Department. 

32. ARBITRATION : 

32.1 In case of any dispute between the Contractor and the Government in any matter whatsoever, 

it shall be resolved as per the provisions of Clause 30 of the B-l form and in no 

circumstances reference to the Arbitration Act will be entertained. 

Punoti Kh. - 58 -

33. 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 Index (New Series) for Industrial Workers for Mumbai center as 

per the Labor Gazette published by the Commissioner of Labor, Government of Maharashtra 

and/or in the wholesale Price Index for all commodities prepared by the Office of Economic 

Adviser, Ministry of Industry, Government of India, or in the Price of petrol/Oil and lubricants 

and major construction materials like bitumen, cement, steel, various types of metal pipes etc., 

then subject to the other conditions mentioned below, price adjustment on account of 

(1) Labour Component 

(2) Material Component 

(3) Petrol Oil and Lubricant Component 

(4) Hysd and Mild Steel Component 

(5) Cement component 

calculated as per the formula hereinafter appearing, shall be made. Apart from these, no other 

adjustment shall be made to the contract price for any reasons whatsoever. Component 

percentage as given below are as of the total cost of work put to tender. Total of Labour, 

Material and POL components shall be 100 and other components shall be as per actual. 

1. Labour component - K1 - 32 % 

2. Material components - K2 – 48 % 

3. POL components - K3 - 20 % 

4. Hysd and Mild Steel Component - ACTUAL 

5. Cement component - ACTUAL 

Note :- If Cement, Steel Bitumen C.I. & D.I. pipes are supplied on schedule A then respective 

components shall not be considered. Also if particular components is not relevant same shall be 

deleted. 

Star rate for cement = Rs. 

6000/- per M.T. 

Star rate for steel = Rs. 48000/- per tonne . 

Punoti Kh. - 59 -

Formula for labour component 

V 1 = 0.85 X P X [ K 1 X ( L 1 – L 0 ) ] 

100 L 0 

where, 

V 1 = Amount of price variation in Rupees to be Allowed for Labour 

component. 

P = cost of work done during the quarter under consideration minus the cost of cement and 

HYSD and Mild Steel, calculated at the basic star rates as applicable for the tender, 

consumed during the quarter under consideration. 

K 1 = percentage of labour component as indicated above . 

L 0 = Basic consumer price index for Mumbai center shall be average 

consumer price index of the quarter preceding the month in which the 

date prescribed for receipt of tender, falls. 

last 

L 1 = Average consumer price index for Mumbai center for the quarter under 

consideration. 

Formula for Materials Component: 

V 2 = 0.85 X P X [ K 2 X ( M 1 – M 0 ) ] 

100 M 0 

where, 

V 2 = Amount of price variation in Rupees to be Allowed for Material component. 

P = cost of work done during the quarter under consideration minus the cost of cement and HYSD 

and Mild Steel, calculated at the basic star rates as applicable for the tender, consumed during 

the quarter under consideration. 

K 2 = percentage of Material component as indicated above. 

M 0 = Basic wholesale price index shall be average wholesale price index for the quarter preceding the 

month in which to the last date prescribed for receipt of tender, falls. 

M 1 = Average wholesale price index during the quarter under consideration. 

Punoti Kh. - 60 -

Formula for Petrol, Oil, and Lubricant Component ( P.O.L.) 

V3 = 0.85 X P X [ K 3 X ( P 1 – P 0 ) ] 

100 P 0 

where, 

V 3 = Amount of price variation in Rupees to be Allowed for POL component. 

P = 

cost of work done during the quarter under consideration minus the cost of cement and 

HYSD and Mild Steel, calculated at the basic star rates as applicable for the tender, 

consumed during the quarter under consideration. 

K 3 = percentage of POL component as indicated above . 

P 0 = 

P 1 = 

Average price of HSD at Mumbai of the quarter preceding the month in which the last 

date prescribed for receipt of tender, falls. 

Average price of HSD Mumbai at for the quarter under consideration. 

Formula for HYSD and steel Component: 

V4 = [ S 0 X ( SL 1 – SL 0 ) ] X T 

100 SL 0 

where, 

V 4 = Amount of price variation in Rupees to be Allowed for HYSD / Mild steel 

component. 

S 0 = 

Basic rate of HYSD/Mild steel i.e. Rs. 48000/- per tonne as considered for 

working out value of P. 

SL 1 = Average steel index as per RBI Bulletin during the quarter under 


SL 0 = Average steel index as per RBI Bulletin of the quarter preceding the month in 

which the last date prescribed for receipt of tender, falls. 

T = 

Tonnage of steel used in permanent work of the quarter under consideration. 

Punoti Kh. - 61 -

Formula for Cement Component 

V5 = [ C 0 X ( CL 1 – CL 0 ) ] X T 

100 CL 0 

where, 

V 5 = Amount of price variation in Rupees to be Allowed for Cement component. 

C 0 = Basic rate of Cement i.e. Rs. 6000/- per tonne as considered for working out 

value of P. 

CL 1 = Average Cement index published in the RBI Bulletin during the quarter 

under consideration. 

falls 

CL 0 = Average Cement index published in the RBI Bulletin for the quarter 

preceding the month in which the last date prescribed for receipt of tender, . 

T = 

Tonnage of Cement used in permanent work for the quarter under 


i) The operative period of the contract shall mean the period commencing form the date of 

work order issued to the contractor and ending on the date on which the time allowed for 

the completion of the work specified in the contract for work; expires, taking into 

consideration the extension of time-limit, if any, for completion of the work granted by 

the engineer under the relevant clause of the Conditions of Contract, in cases other than 

those, where such extension is necessitated on account of default of the contractor. The 

decision of the engineer as regards the operative period of the contract shall be final and 

binding on the contractor. Where any compensation for liquidated damages is levied on 

the contractor on account of delay in completion or inadequate progress under the 

relevant contract provisions, the price adjustment amount for the balance of work from 

the date of levy of such compensation shall be worked out by pegging the indices L1, M1 

and P1 and also CL1, SI 1 to the levels corresponding to the date from which such 

compensation is levied. 

ii) 

iii) 

iv) 

The price variation shall be determined during each quarter as per formula given above in 

this clause. 

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 excess quantities of items 

payable under the provisions of Clause-38 of the contract form B-1. Since the rates 

payable for extra items or the extra quantities under Clause-38 are to be fixed as per 

current DSR or as mutually agreed 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 of the contract form B-1 extends beyond the operative date of the DSR, 

then rates payable for the same beyond the date shall be revised with reference to the 

current DSR, prevailing at the time, on year to year basis or revised in accordance with 

mutual agreement thereon, as provided for in the contract, whichever is less. 

This clause is operative both ways, i.e. if the price variation as calculated above 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 same from the 

contractor and the amount shall be deductible from any amounts due and payable under 

the contract. 

v) To the extent that full compensation for any rise or fall in costs to the contractor is not 

entirely covered by the provision of this or other clauses in the contract, the unit rate and 

Punoti Kh. - 62 -

prices included in the contract shall be deemed to include amount to cover the 

contingency of such other actual rise or fall in costs. 

34. SPECIAL CONDITIONS FOR THE MATERIAL TO BE BROUGHT BY THE 

CONTRACTOR 

All the materials including cement, steel etc. brought by the contractor for the work shall be 

reported to the Engineer-in-charge along with the necessary test report from Govt. laboratory or 

factory. 

Cement shall be brought of 43 grade confirming to I.S. 8112 of 1989 and to confirm concrete 

strength as per IS 156-1978. 

The steel supplied by the contractor shall be confirming to I.S. 432 (Part-1) of 1966 and I.S. 

1786 of 1976 amended time to time. 

Required quantity of explosive shall be brought by the contractor from the Govt. authorized 

depot. Document such shall be furnished to the Engineer-in-charge only. Skilled person to be 

kept on work site for all blasting operation. 

The structural steel to confirm I. S. 800 1962 and subsequent revision thereof quality control on 

the site should be the responsibility of the Engineer-in-charge with necessary equipment and 

labour made available by the contractor. It is the responsibility of the contractor to prove to the 

site Engineer that this work meet the required specifications. The responsibility of quality 

control of work will be of the site Engineer who will be given necessary guidance and 

administrative support by the Engineer-in-charge. The Engineer-in-charge will be the overall in 

charge of the quality control on the site. The Contractor will be the ultimate responsible for the 

quality . 

Punoti Kh. - 63 -

35. INSURANCE FOR CONTRACT WORK : 

The Contractor shall take out an Insurance Policy or Policies so as to provide adequate insurance 

cover for the execution of the awarded Contract work from the ‘Director of Insurance, Maharashtra 

State, Mumbai- 400 051’ only. Its postal address for correspondence is “264, Mhada, opposite 

Kalanagar, Bandra (E), Mumbai - 400 051, (Tel. No. 26438403) (Fax) 26438461/26438690, 

Insurance policy/policies taken out from any other company will not be accepted. However, if the 

Contractor desires to effect insurance with the local office of any other insurance company, the same 

should be under the co-insurance-cum-servicing arrangements approved by the Director of Insurance. 

If the policy taken out by the Contractor is not on a co-insurance basis (G.I.F. 60% and insurance 

company 40%) approved by the Government Insurance Fund, the policy will not be accepted and the 

amount and the premium calculated by the Director of Insurance will be recovered directly from the 

amount payable to the Contractor for the executed work 

36. MODE OF PAYMENT OF THE QUANTITIES OF EMBANKMENT, EXCAVATION, 

MASONRY AND CONCRETE ITEMS EXECUTED IN EXCESS OF 125% 

Clause No. 38 of B-1 Tender form pertains to payment of quantities of different items of 

schedule 'B' in excess of 125% of the Tendered quantities. It is to be clarified that in case of 

items of excavation in soft strata and hard strata in the present Tender, this clause will become 

applicable only if the total quantity of excavation (i.e. quantity for Excavation in soft strata and 

quantity for excavation in hard strata) exceeds by 125% during execution.. For payment of 

quantity executed in excess of 125% of total quantity of excavation, the following procedure will 

apply. 

CASE–1 

Where the quantity of excavation executed exceeds 125% total of tendered quantity of items of 

excavation in soft strata and hard strata, but quantity executed of anyone of the individual items is less 

than or equal to the tendered quantity, for that item all the excess quantity beyond 125% of total 

tendered quantity in items of excavation in soft hard strata, will be paid by revising the rate of only 

that item where excess has occurred. 

CASE–2 

Where total quantity of excavation executed for both items (excavation in soft strata and hard strata) 

exceeds 125% of the total tendered quantity, quantity in excess of 125% of total tendered quantity 

will be distributed in the ratio of 

Executed quantity of individual item of excavation 

Total executed quantity of item of excavation in soft strata and hard strata. 

Total executed quantity of items of excavation in soft strata and hard strata will be paid by revising 

the rate of individual items as per clause 38 (2) subject to the provision that the revision of rate will be 

applicable only for the quantity of individual item executed beyond 125% of the Tendered quantity. 

In case if executed quantity is less than 75% of the total quantity of excavation in soft strata and hard 

strata, these will be treated on similar lines as (1) and (2) above. 

CASE–3 

Where total quantity of all masonry items taken together exceeds 125% of the total tendered 

quantities of all masonry items, quantity in excess of 125% of total tendered quantity will be 

distributed in the ratio of 

executed quantity of individual item of masonry / 

Punoti Kh. - 64 -

total executed quantity of all masonry items taken together. 

Total executed quantity of items of masonry will be paid by revising the rate of individual items as 

per clause 38 (2) subject to the provision that the revision of rate will be applicable only for the 

quantity of individual item executed beyond 125% of the Tendered quantity. 

In case of executed quantity less than 75% of the total quantity of all masonry items, these will be 

treated on similar lines as (1) and (2) above. 

CASE–4 

Where total quantity of all concrete items taken together exceeds 125% of the total tendered quantities 

of all concrete items, quantity in excess of 125% of total tendered quantity will be distributed in the 

ratio of .. 

Executed quantity of individual item of concrete 

Total executed quantity of all concrete items taken together. 

Total executed quantity of items of concrete will be paid by revising the rate of individual items as 

per clause 38, (2) subject to the provision that the revision of rate will be applicable only for the 

quantity of individual item executed beyond 125% of the Tendered quantity. 

In case of executed quantity less than 75% of the total quantity of all concrete items, these will be 

treated on similar lines as (1) and (2) above. 

37. ADDITIONAL CONDITIONS 

37.1 The Contractor shall deploy the following machines for this work as specified in the prequalification 

document. The machines shall be retained on site for the duration of the 

Contract (as per the work schedule) and all machines must be maintained in good 

working order. 

a) 2 Nos. excavator (e.g. Poclains) with a minimum of 10 numbers of tippers having 

capacity of 7.5 tonne in good working conditions 

b) Wagon drilled Compressor 2 nos. 

c) Power Roller 2 nos. 

b) 2 Nos. water tanker of adequate capacity in good working condition. 

e) Concrete mixer 2 nos. with weigh batch arrangement. 

f) Dozer ( cat D4 or similr type) 

d) At least 1 mechanical or pneumatic tamper /rammer for earthworks compaction 

around structures and other areas where the rollers cannot access 

e) If a sheep-foot type roller is not available then 1 farm tractor fitted with disc 

harrows, for scarifying the layer before a new layer is placed. 

37.2 The Contractor shall have at least 2 No. qualified Engineer (full time employees) with a 

minimum of 3 to 5 years experience assigned to supervise the work. At least 1 supervisor 

shall be on site at all times. Engineer on contract will not be accepted. 

37.3 The Contractor shall have a well established field laboratory necessary for soil testing, 

sand testing and concrete sampling (testing equipments should be owned by him) set up 

on site, with experienced staff to carry out the tests. 

37.4 Quality control on the site shall be the responsibility of the Engineer-in–charge with 

necessary equipment and labour made available by the contractor. It is responsibility of 

the contractor to prove the site engineer that his work meets the required specifications. 

The responsibility of the daily quality control of work will be of the Site Engineer who 

will be given necessary guidance and administrative support from the Engineer in Charge. 

The Engineer in Charge will be overall in-charge of the quality control on this work. The 

cost involved with the quality control on the site is responsibility of the contractor 

Punoti Kh. - 65 -

37.5 All references to “Proctor Density” “Modified Proctor Density” or “Standard Proctor 

Density” in the Contract documents should be taken to mean "Standard Proctor Density" 

in the context of this Contract. 

37.6 In executing the work, the Contractor should undertake the earthworks, masonry works 

and concrete works simultaneously in order that the work can be completed within the 

shortest possible period. 

377 The final payment to the Contractor will only be made after a Completion Report for the 

works has been approved by the Engineer-in-charge and the Certificate of Completion 

has been issued (as per clause 7 of Conditions of Contract). The Completion Report is to 

comprise of (1) record drawings (2) quality control records (3) excess/saving note (4) 

materials test reports and (5) a Completion Inspection Survey of all components with 

design compliance certified by Engineer-in-charge. 

Punoti Kh. - 66 -

38 BLASTING BOULDER – 

Measurement for blasting boulders bigger than 0.1 cum not covered by the excavation in over 

burden or compulsory excavation viz. C.O.T., Drains, Head Regulator, Waste weir etc .as indicated in 

the foregoing shall be taken on stacks of regular size. All such material for measurements shall be 

stacked in compact manners at convenient spot as directed. For arriving the quantity to be paid for, 

50% of the measured stack volume shall be deducted from stacked measurement for voids. Such net 

quantities arrived at for payment will be deducted form quantity of the overburden and shall be paid 

in the item of excavation in hard strata. Boulders which are not to be paid for rock excavation will be 

disposed off. After taking stack measurements of boulders as mentioned above, the final disposal of 

unutilised material shall be done as per the instruction of the Engineer incharge without any extra cost 

39. FORMATION OF WATER USERS CO-OPERATIVE/ ASSOSIATION SOCIETY. 

(WUA) 

The contactors shall assist for the formation of water user co-operative/ association (WUA) of 

the farmers under command. The contractor should complete all the formalities for the formation of 

WUA for registration of the WUA with the competent authority. The contractor shall also made all 

the requirement for the all site visits and study tours including all necessary expenses required for 

transportation, lodging and boarding of the representative team of the WUA to the near by successful 

water Users Co-Op Society/Association in the region or adjacent region and WALMI Aurangabad. 

He should also make necessary arrangement for imparting the required training to the members of the 

WUA. All the these activities are to be carried out under the supervision of the Engineer-in-charge 

and in full cooperation of the beneficiaries. 

40. Quarry Boulders :- a) While working out the rate of embankment items from borrow area ( 

for casing only) the presence of boulders of size more than 0.1 cum in the borrow area has not been 

contemplated. However, during the actual operation of the borrow area, if it is noticed that the borrow 

areas contain boulders of size more than 0.1 cum, then the efforts required to operate these borrow 

areas in strata containing boulders of more than 0.1 cum size, will be considered as stipulated 

hereafter. 

b) In case, it becomes evident from the detailed record which the contractor shall keep from time to 

time as directed by Engineer-in-charge and get it certified from the Engineer-in-charge the borrow 

areas contain boulders of size more than 0.1 cum, the contractor may claim for the extra efforts taken 

for quarrying in the borrow area in strata be considered only if all the boulders of size more than 0.1 

cum, met with in the borrow area quarry excavation, are neatly stacked and for which measurements 

shall be taken and recorded in the measurement Book and quantity arrived at after a deduction of 50% 

of the stacked quantity for voids, then the quantity will be considered upto maximum of 10% quantity 

of earth work from borrow area, for the purpose of this claim and dealt with as an Extra Item and at 

50% of the Regional Schedule of Rates for the item of excavation in Hard Rock, applicable for the 

relevant year of execution or at 50% of rates for item of excavation included in schedule “B” 

whichever is lower, subject to the provision that the actual payment will be made only after the 

completion of the embankment work under the item of embankment from borrow area in the working 

season . It shall be the entire responsibility of the contractor to maintain full data from time to time, 

preferable every month, about the boulders (more than 0.1 cum size) stacked and get it certified from 

the Engineer-in-charge, without which no claim shall become tenable and will therefore not be 

considered. 

Punoti Kh. - 67 -

Punoti Kh. - 68 -

ED-S.4: DISPOSAL OF MATERIALS 

The stripped material shall be transported and dumped or stacked at the disposal sites as approved by 

the engineer-in-charge. In no case shall this stripped material contaminate with the embankment 

materials. 

ED-S.5: LEAD AND LIFT 

The item includes all lead and lifts involved in the operation. 

ED-S.6: MODE OF MEASUREMENTS 

The measurement shall be based on the volume of the stripped quantity in cubic meter. The quantity 

will be computed by taking cross section at every 15 meters or at closer intervals for the areas 

stripped as per specifications. 

Punoti Kh. - 69 -

SECTION - 2 

ED EXCAVATION 

ED-E: SCOPE 

Excavation is mainly classified to its purpose under 

1) Excavation for seat of dam and drain, C.O.T. 

2) Excavation for Waste Weir, approach and tail channels, flank walls Guide walls, key walls and 

head regulators etc. 

The item includes furnishing of all tools, plant, labour and material required for carrying out 

excavation in all strata including conveyance and disposal in a manner hereinafter specified and all 

operations within the intent and purpose of the item. 

The item of excavation for other purposes shall include furnishing of all tools, plant, labour and 

material required for carrying out excavation in different strata for the various parts as denoted in the 

drawings, and removing and disposal in a manner hereinafter specified with all leads and lifts, 

maintaining the excavated slopes and trenches and all operations covered within the intent and 

purpose of the item. the rate also includes excavation in wet and moist conditions occurred in. 

ED-E2: CLEARANCE OF SITE OF WORK 

All areas required for the construction of the dam and appurtenant works and the surface of all borrow 

pits shall be cleared off all trees, stumps, bushes, roots vegetation and other objectionable materials. 

All such materials shall be removed from the site so as not to interfere with construction and 

maintenance of the project and shall be disposed off as directed by the engineer-in-charge to such 

disposal areas as directed. All trees cut and all materials from the dismantled structures shall be the 

property of government and shall be stacked at suitable places as directed by the engineer-in-charge. 

The cost of clearance as specified above is deemed to be included in the item of excavation for dam 

and appurtenant works. 

ED-E3: BASE LINES AND GRADES 

Before starting the work, one reference line and Bench Marks will be established by the department. 

Permanent base lines and cross lines shall be established by the contractor at sufficiently close 

intervals with Bench Marks at all end points to serve as “Reference Grid”. The contractor shall 

provide at his expense all templates, pillars and stakes, equipment materials and labour for 

establishing the Grid lines and the pillars, and shall be responsible for their maintenance during the 

whole season of construction. These shall be laid out with the prior approval of the engineer-incharge. 

No base line or bench marks or reference marks shall be used as reference line for the work, 

without prior approval of the engineer-in-charge. The contractor shall maintain a certified copy of 

such approved reference lines, bench-marks and levels and shall not remove any of them without the 

prior approval of the engineer-in-charge. 

The reference points and pillars, already established by the department in the works area shall be fully 

protected and maintained by the contractor. He shall repair and rebuild the same in case of any 

damage, intentional or otherwise. 

The contractor shall layout the work from the reference base lines in consultation with the engineerin-charge 

and shall be responsible for the correctness of all measurements and levels in connection 

therewith notwithstanding the fact that the same might have been checked by the staff of the engineerin-charge. 

Punoti Kh. - 70 -

The contractor shall be responsible for the proper execution of the work to such lines and grades as 

may be specified in the drawings or established or indicated by the engineer-in-charge from time to 

time. 

ED-E4: CLASSIFICATION OF STRATA 

The strata of excavation shall be classified as under:- 

1) Hard strata. 

2) Soft strata with soft rock. 

DEFINITION OF STRATA 

HARD STRATA 

This shall include all rocks occurring in masses which normally needs regular blasting for quarrying 

(Note: It shall also include rock which owing to the proximity of building or for any other reasons has 

to be cut by means of chisels or wedges). It shall also include boulders in mass , isolated boulders in 

mass and isolated boulders over 0.1 cum each, which normally require blasting or wedging and 

breaking for removal. 

SOFT STRATA WITH SOFT ROCK 

This shall include all material which is rock but does not need blasting and could be removed with 

pick, bar and shovel. It shall also include boulders upto 0.1 cubic meter each which normally do not 

need blasting and could be removed with a pick, bar and shovel. 

This shall include all kinds of materials such as shale, indurate clay, soil, silt, sand, gravel, sole, 

average and hard murum and any other material which can best be removed with a shovel after 

loosening with pick and / or bar. It shall also include isolated boulders up to 0.1 cubic meter each 

which normally do not need blasting and could be removed with a pick, bar and shovel. 

At the change of the strata the contractor shall inform the department in writing before proceeding 

with the excavation in the hard strata. The engineer-in-charge may thereupon cause to take levels of 

the finished excavation in the soft strata. 

The decision of the engineer-in-charge regarding classification of strata shall be conclusive and 

binding on the contractor. No distinction shall be made whether the material is dry or wet. 

ED-E5: SAFETY OF EXCAVATION 

Before any work of excavation of foundation is taken up, all loose rock, detached rock in or close to 

the area to be excavated, that is liable to fall or otherwise endanger the workmen on the project shall 

be stripped. The methods employed shall be such as will not shatter any rock that was originally 

sound or safe. Any material not required removal as contemplated therein, but which may later 

become loosened or unstable shall be promptly and satisfactorily removed. The cost of such clearing 

shall be deemed to have been included in the unit rates accepted under the different terms of 

excavation and up to pay lines. 

ED-E6: SHORING AND STRUTTING 

MAINTENANCE OF EXCAVATION SLOPES 

Any shoring and strutting required during construction shall be deemed to be covered by the rates 

quoted for the items. The contractor shall be responsible for the adequacy of the excavated stuff. If at 

any particular location the contractor considers it necessary, in the interest of safety to provide safety 

measures, shall forthwith bring the same to the notice of engineer-in-charge and obtain the orders 

thereon. Such additional excavation shall be paid for at the rates accepted for the particular class of 

material. 

Punoti Kh. - 71 -

Before excavation of the trenches to the final slopes it is necessary that the contractor shall first 

ascertain the strata classification by excavating a pilot section and only after the strata is classified, 

adjust the said slopes to final designed section. The contractor is not entitled for any extra payment on 

this account and the tendered rate is deemed to be inclusive of it. 

SLIPS 

Every precaution shall be taken to prevent slips. But should slips occur, the slipped material shall be 

removed to slopes as directed. Removal of such material shall not be paid for. No compensation shall 

be paid to the contractor because of mishaps arising out of slips. 

Punoti Kh. - 72 -

ED-E7: BLASTING 

OBSERVING RULES REGARDING BLASTING 

In conduction blasting operations, proper precautions shall be taken for the protection of persons, the 

work and property. All Government laws in relation to design and location of power magazines, 

transport and handling of explosives and other measures enacted for the prevention of accidents shall 

be strictly observed. Warning signals shall be given for each blast. Specifications for blasting given 

under separate section shall be carefully land rigidly observed. 

STORING OF EXPLOSIVES 

Explosives shall be stored in the magazine building to be provided by the contractor under the special 

care of a watchman, so that in case of accidents, no damage occurs to other parts of the work. 

Explosives, detonators and fuses shall each be separately stored. 

RESTRICTIONS ON BLASTING 

a) No blasting which may disturb. Endanger the stability. Safety or quality of the foundation shall 

be permitted. 

b) Blasting within 30 meters of main work in progress of permanent structure shall not be 

permitted. 

c) Progressive blasting shall be limited to two third of the total remaining depth of excavation. 

d) No large scale blasting operation will be resorted to when the foundation excavation reaches the 

last one meter and only small charges preferably black powder may be allowed so as not to 

shatter the foundation. 

e) The last blast shall not be more than ½ meter in depth. Therefore for finishing the excavation 

work and in special locations (only in rock) where specifically indented or ordered in writing by 

the engineer-in-charge use of explosives shall be discontinued and excavation completed by 

barring, wedging, chiseling or other suitable methods approved or directed by engineer-incharge 

and cost of such work will be deemed to have been included in the tendered rate. 

Punoti Kh. - 73 -

ED-E8: EXCAVATION OUTLINE AND PAY LINE FOR OTHER THAN FOUNDATION 

STRUCTURE 

All excavation shall be performed in accordance with the lines, grade levels and dimensions shown in 

the drawing or established by the engineer-in-charge. The dimensions shown in the drawing are 

tentative. During the progress of work it may be found necessary or desirable to vary the slopes or the 

dimensions of excavation from those specified in the drawings. The side slopes to the excavations 

shall be as steep would stand with safety as decided by the engineer-in-charge and, slopes would be 

normally as per table given below or less subjects to safety. 

Table Slope Table Slope Table Slope 

Sand 1:1 HM /HMB ¼:1 SR above 3 m depth 1/4:1 

Soil 

/S.M 

½:1 S.R. & HR Up to 3 m Vertical HR above depth 3 m 1/8:1 

If the slopes established are found to be steeper and likely to slip, they shall be made flatter removing 

the additional material and introducing suitable berms if possible and stable faces established as 

decided by the engineer-in-charge. The additional excavation when ordered by the engineer-in-charge 

will be paid at the rates accepted for excavation for the particular class of material. 

PAY LINES AND EXCESS EXCAVATION IN CASE OF FOUNDATION OF STRUCTURES 

No payment shall be made for the work done beyond the specified pay lines. Payment lines for 

different strata for all excavation is defined as the lines starting from the outer dimensions of masonry 

of concrete at foundation levels and sloping up confirming to the side slopes as above specified in the 

table above. 

Not withstanding standards given hereinbefore for the excavation outlines and contractor shall take 

care to see that no slips or accidents occur and that the slopes are stable if necessary he shall carry out 

necessary shoring and strutting at his own cost. 

Any or all excavation carried out by the contractor for any purpose or reasons shall unless ordered in 

writing by the engineer-in-charge be at the expense of the contractor and if the unauthorized 

excavation has to be filled with concrete or masonry or with materials as specified by the engineer-incharge, 

filling so needed, shall be carried out by the contractors as per the specifications of the 

respective items of works at his own expense. 

Punoti Kh. - 74 -

ED-E9 DISPOSAL OF EXCAVATED MATERIALS 

Deposition of excavated stuff clears off traffic lines, etc. 

Before any excavation is started, the deposition of spoil shall be carefully planned so as not to 

obstruct traffic lines required for transport of the construction materials. 

The excavated material shall be dumped sufficiently clear off the edges of excavation so as not to 

endanger stability of the excavation and also permit ample space for tramways, lorry patches, 

installation of lifting and pumping devices, stacking construction materials, etc. 

SORTING OF EXCAVATED MATERIALS 

The excavated material shall be carefully sorted for use on the dam, as directed by the engineer-incharge 

and shall be hauled directly to the place of use if possible. The excavated material which is not 

considered fit for use in the embankment, shall be immediately removed and deposited at such place 

and in such manner as well be directed by the engineer-in-charge. The material found unusable should 

be got approval from the engineer-in-charge before actually disposing it off. The useful material 

obtained from excavation shall be used directly or heaped separately as per the requirements for 

earthen dam and masonry spillway. The material for earth dam shall be heaped for different zone 

namely 

1) Earth material required for hearting 

2) For casing zone 

3) Rubble required for rock toe, pitching and quarry spauls. 

The rubble suitable for masonry etc. should be stacked separately for following purposes: 

1) Large size rubble for masonry. 

2) Small size rubble for crushing. 

3) Long headers for masonry, etc. 

4) Chips for back filling, etc. 

CONVEYANCE OF MATERIAL 

All the excavated materials from excavation shall be selected by removing roots, grass, organic 

matter, and other objectionable matter and be sorted out into different types of materials for use in 

different zones of the dam as directed by the Engineer-in-charge. The same shall be loaded in the 

vehicles proceeding directly to the place of use except such material as is required to be stockpiled. 

Punoti Kh. - 75 -

MODE OF HEAPING OTHER USEFUL MATERIALS 

The useful materials that cannot be used directly shall be heaped in separate area with reference to the 

nature of the material. Stockpiles shall be of as regular size as possible allowing of easy 

measurements. 

The material once heaped shall be utilized as and when and where required and as directed by the 

engineer-in-charge. The cost of complete item of excavation includes the cost of re-handling of the 

materials so temporarily heaped and reused. 

THE FREE USE OF USEABLE EXCAVATED SPOIL 

All usable spoils of excavation whether done by the contractor or department or through other 

agencies fixed by the department will be available free of cost for use by the contractor on the 

construction of the dam only, when it is not required by the department. 

DISPOSAL OF WASTE MATERIALS 

The waste materials shall be heaped in spoils banks in regular shape with suitable slopes as directed 

and properly trimmed so as to present a neat appearance of that may be wasted in other approved 

locations. The spoil-banks shall be located in such a way that they will not interfere with the natural 

flow of the river.No claim on account of disposal of un utlisied material met during excavation will be 

entertained which includes boulderss of size more than 0.1 Cum. 

No material shall be wasted where it will be detract from the appearance or interfere with the 

accessibility of completed structures. Excavated materials shall not be carelessly thrown over the 

premises and shall be deposited directly in permanent positions consistent with proper execution of 

work. The rate of disposal is included in the excavation item 

LEADS AND LIFTS 

The unit price shall include all leads and lifts in the above operations. 

ED-E10: MEASUREMENTS AND PAYMENTS 

The measurements shall be based on areas of cross section taken normal to the axis of structure of its 

part of the original ground surface and the surface of finally completed excavation within the pay 

lines, taken at every 15 meters along with axis of structure of its part. Where there is abrupt change in 

depth, additional cross section may taken at the discretion of the engineer-in-charge. Levels along the 

cross section shall be taken at every 15 to 20 meters or 5 meters as per exigency of work. 

During the execution of the work, running payments for the items of the excavation will be made to 

contractor at 90% of his tender rate for the item. The remaining payments for this item will be 

progressively released depending upon the progress of completion of the item of excavation. The part 

rate will be reviewed by the engineer-in-charge when he feels necessary and decision of the engineerin-charge 

shall be final and binding on the contractor. During the excavation of the work, running 

payment for the items of excavation will be made to the contractor on the basis of cross sectional 

measurements. 

ED-E11: PREPARING AND TESTING OF FOUNDATION: SCALING, TRIMMING OF 

FOUNDATION 

After rough excavation to the required depth is completed, scaling and trimming operations for 

removal of all pieces loosened during excavation of partly separated from main rock mass by seams 

or cracks shall be carried our to the entire satisfaction of the engineer-in-charge. 

TREATMENT OF WEAK LOCAL SPOTS 

Punoti Kh. - 76 -

All weathered or partly decomposed pieces of rock shall be removed so as not leave on the foundation 

any rock other than that which is an integral part of the rock mass. Areas of low bearing capacity, 

steep inclined seams, faults, and crushed zone of an otherwise good foundation, if permitted to be 

kept shall be cleared out to a sufficient depth and refilled and plugged with masonry or concrete as 

directed by engineer-in-charge. 

FINAL FINISHED SURFACE OF FOUNDATION 

The finally prepared foundation shall present a rough surface in cross section to give added resistance 

to sliding. All polished surfaces shall be roughened artificially to give good bond. The surface shall be 

free of steep angle and the edges of benches shall be chamfered approximately to 45 pinnacles or 

projections shall be knocked off and prominent knobs flattened. Neither along the length of the dam, 

nor across it, shall the foundation normally have a slope steeper than 1 vertical: 1 horizontal and 1 

vertical: 4 horizontal respectively unless otherwise permitted by the engineer-in-charge. 

TESTING FOR SOUNDNESS 

The finally finished foundation rock shall be tested by striking with a heavy hammer and if any loose 

portion of foundation rock is revealed by a hollow sound, it shall be excavated further (without 

blasting) till a clear ringing sound is obtained. 

FOUNDATIONS TO BE KEPT COMPLETELY DRY DURING CONSTRUCTION 

The foundation shall be kept completely de-watered till such times as would be required for the 

masonry or concrete to set. The de-watering required for this purpose is included in the each item of 

concrete ,Masonry , excavation & preparation of foundation as specified herein.. 

Punoti Kh. - 77 -

ED-E12: PREPARATION OF FOUNDATION SURFACE 

SCOPE 

The item includes furnishing of all plant labour and material required for preparation of foundation 

i.e. cleaning, scaling and trimming operation for removal of all loose pieces found at the top of 

foundation level, it also including dry air jetting and then cleaning with air and water jet under 

pressure. The rate also includes applying cement slurry and cement mortar in proportion 1:3 before 

laying masonry or concrete on finally finished surfaces. 

SEALING AND TRIMMING OF FOUNDATION 

Rough excavation complete to the required depth is to be further cleaned and finished as below. The 

scaling and trimming operation for removal of all pieces, loosened during excavation or partly 

separated from main rock mass by seams or cracks, shall be carried out to the satisfaction of the 


PREPARATION OF SURFACE PRIOR TO LAYING 

Immediately before laying masonry or concrete, the foundation shall be thoroughly cleared off, all 

lose materials like chips, sand, dirt and even a slight film of oil, all grease. This shall be done by pick, 

hammers, stiff, forms, jets of water and jets of air at high pressures and or wet sand blasting followed 

by through washing. The whole surface and particularly all corners, crevices and joints shall be 

cleared off, all dirt clinging to them by holding the tip of water hose close to it. The pressure for jets 

of water or air shall not be less than 15 meters of water head and 5 kg/cm2 for it. 

The finished surface shall be thoroughly scrubbed with stiff wire brushes. The washing and 

scrabbling shall be continued until deleterious material, clinging to the surface is removed. This is 

indicated by the wash water in the benches becoming clean and free from dirt. In the final clearing all 

water shall be removed by using sponge so that slightest pool of water does not remain. 

MORTAR ON PREPARED SURFACE 

Before laying masonry or concrete over the finally prepared surface of the foundation slurry of water 

cement ratio (0.6) by weight shall be applied on rock surface. Over this slurry layer of cement mortar 

1:3 as directed with water cement ratio as low as practicable, should be laid to a depth of 50 mm to 70 

mm. The mortar shall be rubbed by a trowel, to ensure good adhesion. 

MODE OF MEASUREMENT AND PAYMENT : 

No separate payment will be made for this preparation work as it considered to be included in 

the rates for the excavation and/proceeding earth, concrete or masonry work. 

Punoti Kh. - 78 -

SECTION - 3 

Punoti Kh. - 79 - 

ED-B : PROVIDING EMBANKMENTS 

(With materials either from Borrow areas or useful approved materials from compulsory excavation) 

ED-B 1: SCOPE 

The item of embankment shall include furnishing all tools, plants, labours and materials required, 

stripping of the borrow areas, excavating the materials from the borrow areas, conveying the same 

and placing the same, of the useful materials from compulsory excavation for COT, masonry dam 

foundation, drains, etc. in specified layers for embankment, including watering and mixing (or drying 

as the case maybe ) and mechanical compaction to specified density and moisture content for each 

type of material and performing all operations necessary and ancillary thereto including all leads lifts 

etc.complete. 

ED-B 2: BORROW AREAS 

GENERAL 

All materials required for construction of embankment, or backfill, which are not available from the 

compulsory excavation (for cut off trench, masonry dam foundations, drains, etc.) shall be obtained 

from the contractors own borrow areas. Borrows pits shall be opened at the location and to the limits, 

as per directions of the engineer-in-charge. As far as practicable the borrow areas going under 

submergence on up-stream side shall be tacked first. The contractor is expected to have his own 

prospecting carried out before tendering for the works. The data presented therein are to be taken only 

as guidance and no claims shall be entertained in further due to lack of conformity between the 

natures and quantity of material actually met with during construction. 

PRIOR APPROVAL TO BORROW AREA BEFORE START OF WORK 

Before any borrow area is opened the material from the borrow area to be used in particular zone of 

the earth dam should be got approved from Engineer-in-charge. 

STRIPPING OF BORROW AREAS 

Before opening of borrow area from where the material is to be obtained, the area shall be cleared off 

all trees, stumps, etc. and stripped to remove the top soil, humus, vegetable matter organic matter, 

roots, rubbish, and all other objectionable material which is unsuited for the purpose for which the 

borrow pits to be excavated. All such materials shall be removed to such disposal areas as directed by 

the Engineer-in-charge. In no case shall the stripped material be allowed to contaminate the material 

going into the embankment. All trees cut shall be the property of Government and shall be stacked at 

suitable place as directed by the Engineer-in-charge. 

The rate for embankment including use of material from borrow areas includes the clearing and 

stripping the borrow areas and disposing the waste material as directed. The cleared and stripped 

areas shall be maintained free from vegetable growth adequately and drained during the progress of 

work, without any extra cost. 

EXPLOTATION OF BORROW AREA 

A. Where the borrow pits are opened adjacent to the dam, the edge of excavation shall be at a 

distance of One times of the height of the dam opposite as measured above the top level of edge 

of excavation to the top of the dam subject to the minimum distance of 100 meters from the toes 

of the dam. 

B. Where no positive cut off is provided, care shall be taken to see that no previous strata are 

uncovered by excavation of borrow pits on the water side of the dam within a distance of ten 

times the height of the drain as measured from the upstream toe of the dam.

C. Borrow pits shall be so worked that selected materials will be furnished as required, as close as 

practicable to the point of utilization so that they will not interfere with the location of 

permanent structure no more the usefulness or appearance of any of the work. 

D. The formation of pools shall be avoided to avoid spoiling of useful material and also bad 

appearance and all borrow pits shall be drained as necessary by ditches to the nearest cut falls. 

All borrow pits except those that would be submerged in the reservoir shall be connected to each 

other and the last borrow pits to the nearest drainage channel so as to avoid stagnation of water. 

The bottom of the pits shall be so fixed, that the pits drain into some natural course. 

E. No borrow areas should be taken of roads, village tracks, K.T.Weir, etc. occurring in the borrow 

areas. 

F. All borrow areas shall be arranged with certain amount of regularity having regard to the 

convenience of the work during excavation and to its safety and appearance of finish after its 

completion. 

QUARRY ROADS 

Temporary path to and fro borrow areas including river and nalla crossings (to the site of 

embankment where the materials are required to be deposited) shall be constructed and maintained by 

the contractor at his own cost. 

MATERIAL FROM AREA OTHER THAN BORROW AREAS OR FROM THE 

COMPULSORY EXCAVATION IN SOFT STRATA 

During the construction the contractor may after careful prospecting and with the specific written 

approval of the Executive Engineer bring suitable material from Borrow areas at his own cost. No 

extra payment for increase in lead or any other reason would be admissible . 

ED-B 3: SELECTION OF MATERIALS 

I. The borrow pit materials or the material from compulsory excavation shall be got classified from 

engineer-in-charge with regard to its suitability for the particular zone in the dam. The standard 

of material required for various zone in the dam i.e. filling of the cut of trench, hearting, casing 

zone shall be as directed by the engineer-in-charge. The classification by the engineer-in-charge 

shall be final and binding on the contractor. 

II. 

The requirements of the material shall be generally as under: 

A) HEARTING AND FILLING OF COT 

The material shall be uniform impervious material, not containing boulders or any other 

hard materials of more than 5.00 cms maximum dimension, any organic matter and free 

from all clods and lumps 

B) CASING 

All materials shall be free from organic material and should contain coarse grained 

material, the suitability being conformed by laboratory tests. Normally the material should 

not contain boulders or stone larger than ¾ the size of thickness of the compacted layer, 

when compacted the material should be fairly pervious. The permeability of the compacted 

casing zone, as determined by the methods deemed fit by the engineer-in-charge, be about 

10 4 cm/s (100 feet per year) or as specified by the engineer-in-charge. 

ED-B 4: PLACING OF MATERIALS 

GENERAL 

Punoti Kh. - 80 -

The embankment shall be constructed to the lines and grades shown on the drawings. The slopes of 

the division lines between zones or portions of embankment are tentative land shall be subject to 

variation at any time prior to or during construction and on account of this the contractor shall be 

entitled to no additional allowance above the unit price accepted. No roots, vegetable matter, hums or 

other unsuitable material shall be placed in the embankment. The contractor shall maintain the 

embankment in an approved manner until the final completion and acceptance of all of the work 

under the contractor. Care shall be taken to drain all rain water falling on the rolled surface away 

beyond the dam toe lines. The embankment for each portion shall maintain approximately level but it 

is necessary to have slopes. The slope should not be steeper than 1:2.0 (vertical to horizontal). All 

openings or gaps through the embankment required for constructions purpose shall be subject to 

approval and such openings or gaps if approved shall be constructed so that the slope of the bonding 

surface between embankment in place and embankment to be placed is not steeper than 1:4 (vertical 

to Horizontal). The suitability of each part of the foundation for placing embankment materials 

thereon and of all the materials for use embankment construction will be determined by the engineerin-charge. 

The material shall be placed in layers and compacted with vibratory roller. If the rolled 

surface is very uneven containing hollows and humps, the hollows shall be filled up and surface 

rolled before any fresh layer is taken. 

REFERENCE POINT 

Before commencing the placement, all lines marking the extremities of berm, hearting casing zones, 

filter etc. of the embankment shall be marked with reference to reference pillars. The reference pillars 

shall be of concrete or masonry and the information indication chainage levels etc. shall be properly 

inscribed or written on them as directed by the engineer-in-charge the contractor shall construct and 

maintain all reference pillars. No extra payment is admissible to the contractor on this account. 

PREPARATION OF FOUNDATION OR PREPARATION OF SURFACE OF EARTH 

WORK PREVIOUSLY LAID 

A. GENERAL 

No material shall be placed in any section of the dam until the foundation of that section has 

been dewatered and suitably prepared and has been approved by the engineer-in-charge. It is 

necessary to ensure the surface material of the foundation will be as compact will bounded with 

first layer of the embankment as herein, after specified for subsequent layers of the earth fill. All 

portion of the excavation made for test pits or trial pits and all other existing cavities found 

within the area to be covered by earth fill which extended below the established lines of 

excavation for dam embankment foundation shall be filled with compaction earth fill materials 

as herein specified for earth fill in embankment and payment therefore will be made as provided 

for hearting or casing in which section the pit or cavities are filled. 

B. FOUNDATION OTHER THAN ROCK 

The seat of the dam after it is stripped shall be cleared off all loose or objectionable material 

before placing any layer. The surface shall than be watered and rolled as directed if the surface 

material in not compact enough. The surface shall then be scarified by the sloughing or by 

harrows or by rake or by any suitable method, all clods broken and then it shall be moistened 

liberally but not more than 2% on wet side of optimum unless the foundation material already 

contains optimum of moisture before the first layers is placed. 

Punoti Kh. - 81 -

C. ROCK FOUNDATION 

Any steps of large depression of humps caused by abrupt change in level shall be veiled out to 

fine slope and the removal of rock will be paid under item of excavation. If necessary the surface 

shall be roughened by shallow longitudinal trenchers of corrugations cut in the rock and the 

removal of rock will be paid under the item of excavation. The rock surface including all pockets 

or depression shall be carefully cleaned of soil of rock fragments before placing of the first layer. 

Dikes and seams of soft material shall be opened out, cleaned to the depth as directed and filled 

with selected impervious material or lean concrete as directed by the engineer-in-charge. The 

foundation surface shall be moistened out no standing water shall be permitted when the first 

layer is placed. The rock surface after moistening shall be given slurry wash, and immediately 

after the wash (so as not allowing it to dry) first layer of soil will be placed. 

If exposed surface is very rough and uneven, so as to preclude the use of power operated rollers 

and equipment it shall be brought to an even, surface by filling the hollows and depressions in layers 

not more than 100 mm thick with moist well soaked soil, having moistures content equal to standard 

proctor optimum moisture of dry weight of soil, and compacting the same by hand, pneumatic or 

mechanical tampers. 

D. EARTHEN WORK PREVIOUSLY LAID 

The treatment of the surface in the case before a fresh layer is placed will be the same as for the 

foundation other than rock. Over-compacted portions of embankment formed due to constant 

traffic which and likely to separate from the layers below shall be entirely removed without any 

extra cost. When smooth rollers are used for compaction, the surface of a compacted layer shall 

be scarified or roughened before fresh layer is laid out on it. When sheep foot rollers are used for 

compactions fresh layer may be directly laid on the previously laid surface. Water shall be 

sprinkled on the previous layer unless the material in the surface is sufficiently wet in case it 

contains moisture more than OMC due to rain, etc it shall be allowed to dry to have optimum 

moisture and rolled again. 

E. ROCK ABUTMENTS OF SIDES OF ROCK CUTTING 

It should be seen that no hollow side ways are left. Also all projections shall be trimmed before 

placing embankments against rock abutments or sides or rock cuttings the same shall be trimmed 

to ½:1 slope, preferably 1:1 slope and then thoroughly washed with mud slurry and selected 

moist soil laid against the same until the mud wash is still wet. The moist soil laid against rock 

surface shall be compacted with hand reamers or air operated reamers. Soil with moisture 

content equal to OMC+2% of dry weight of soil will be used for this portion. 

The cost of operation involved in preparation of foundation surface shall be included in the rates 

of embankment 

Punoti Kh. - 82 -

F. LAYING AND SPREADING IN LAYERS 

a) Approved material free from clods and lumps, large than 50 mm size shall be conveyed 

directly from source of excavation or form stock piles and laid in appropriate zones of 

embankment as directed by the Engineer-in-charge, on surface of the foundation of 

previously laid earth work prepared as specified. The material shall then be spread on the 

embankment in uniform and continuous layer approximately horizontal unless earth work 

in slope has been permitted or specified. 

b) The thickness of layers will depend on the nature of materials and the type of compacting 

machinery. The thickness of layer should be such that desired density after compaction 

shall be uniformly obtained through the depth. For the guidance of the contractor it may be 

stated that the thickness of the layer shall be 20 to 23 cm loose and 15 cm compacted for 

sheep foot rollers, 15 to 11 cm loose and 11 cm compacted for smooth wheeled rollers and 

8 cm Loose and 5 cm compacted by hand or pneumatic or mechanical tampers. The 

thickness of the 1 compacted layers will be found out by taking levels after every three (or 

less number if necessary) layers laid and compacted and finding out the average. The layer 

shall be spread in uniform width and in stages to facilitate compaction by rollers. The work 

in various zones all as far as possible be raised simultaneously. If however any zone or its 

part is permitted by the engineer-in-charge to be raised higher than the part adjacent to it, 

the loose density without extra cost as directed by the Engineer-in-charge. A minimum 

slope of 2:1 should be provided at such junction and vertical difference between such two 

junctions should not be more than 1.5 meters. 

c) No clods or lumps more than 5 cm size shall be allowed in hearting and all lumps and clods 

shall be broken up to the above size before rolling. 

d) The distribution and gradation of materials through the impervious core including the 

backfill of the cut off trench shall be from lenses or pockets of materials differing 

substantially in texture of gradation from surrounding material. The excavation and placing 

operations shall be such that the materials when compacted will be so blended as to secure 

the best practicable degree of compaction, impermeability and stability. 

e) The Engineer-in-charge may designate the location in the earth fill where the individual 

loads shall be deposited. The most imperious materials shall be placed in the central 

upstream portion of the earth fill and the more previous materials shall be placed on either 

side of it so that permeability of the fill will be gradually increased towards the upstream 

and down stream edge of the fill when materials differ in dry density but have about the 

same permeability the material having the greater density should be placed in the other 

section of the zone of the dam as the case my be. 

f) Should cobbles and rock fragments of size larger than permissible be found in otherwise 

approved earth fill material they shall be removed by the contractor either at the side of 

excavation or after being transported to the earth fill but before materials in the earth fill are 

wasted as approved and directed by the Engineer-in-charge. 

g) In order that proper compaction can be done up to the edge of the designed section and then 

dressed and brought to the required slopes. Necessary extra quantity required to be handled 

for this purpose shall not be paid for and is considered to be included in the rate of this 

item. 

h) In order that design section is achieved after due settlementallowance shall be included 

when constructing the embankment a minimum allowance of 5cm per 1m height (measured 

from the bed level of the COT to the designed level of top of dam) shall be included. 

MOISTURE CONTENT 

a) The water content of the earth fill material prior to and during compaction shall be distributed 

uniformly throughout each layer of the material. The difference, (W0-W) where W0 is optimum 

Punoti Kh. - 83 -

moisture content as determined by the standard proctor compaction test expressed as percent of 

dry weight of soil shall be as follows :- 

i. (W-W0) to be -2% to + 2% in case of at least 90% samples in case as hearting and 75% in 

case of casing, collected in week. 

ii. 

(W-W0) to be -3% to + 3% in the case of the remaining 10% and 25% samples. The 

standard proctor compaction tests will be made by the Department from time to time. The 

material shall be brought to the proper water content by adding necessary amount of water 

or allowing moisture to evaporate either at the borrow pit or on the dam before 

commencing compaction of layers. When water is proposed to be added at the 

embankment, the required amount of water to be sprinkled for given quantity of soil, shall 

be first calculated making due to allowances for natural moisture, constant evaporation, 

base watering etc. This calculated quantity of water shall than be thoroughly mixed with the 

soil by means of dish arrow or any other suitable method before compaction. All charges 

for watering and mixing are included in the item of embankment including pumping, 

transporting, pipe lines etc., as necessary. 

b) It may be necessary to allow the water to soak into the soil after spreading and mixing if 

necessary for sufficient time to have uniform moisture throughout the layer. The contractor shall 

not get any extra payment for stoppage of work necessitated for allowing soaking of the soil. 

c) Water contained in soil to be laid to fill hollows in rock foundation and rock abutment and near 

sides in rock cutting will be specified under the specifications for preparation of foundation 

(OMC+2 percent of dry weight of soil). The same moisture content shall be adhered to in case of 

filling at the sides of COT filling and filling around masonry structures. 

Punoti Kh. - 84 -

COMPACTIONS 

A. Each layer after it is found to have specified moisture content uniformly distributed shall be 

compacted to give specified density. No fresh layer of soil shall be laid and compacted unless 

previous layer is approved by the engineer-in-charge. If the water content of the material spread 

in layer is more or less then specified, compaction shall not be started unless the moisture is 

brought to specified value. 

B. Compaction of the embankment shall be done by roller specified below except at part which are 

not accessible to above rolling equipment compaction of casing zone shall be done by Power 

rollers. Compaction of hearting zone and COT filling shall be done by Power rollers. The 

number of passes required by particular type of roller to attain specified density shall be decided 

by actual trials by different types of soils to be used and equal numbers of passes should be 

given to each layer before carrying out the field density test. The final control of compaction will 

however be on basis of specified densities and not to the number of passes. 

C. In the parts of dam inaccessible to the specified rolling equipment such as test pits or trial pits 

below foundation level, irregular sides of cut-off-trench and portions around and in contact with 

the structures where the rolling equipment will not be permitted to operate, compaction shall be 

accomplished with either hand or mechanical tampers of approved type. Rollers will not be 

permitted to operate within 0.50 meter of concrete or masonry structures and the filling within 

this distance shall be tamped by hand and a mechanical tampers. All materials to be tamped shall 

be spread in layers with thickness as specified. The moisture content of material and the degree 

of compaction shall be equal to that specified separately. Special care as directed shall be 

exercised to obtain a good contact and good bond with rock surfaces of masonry or concrete. 

D. FIELD DENSITY TEST 

The degree of compaction will be such as to give dry density as specified below. The density 

measurements will be conducted by the department from time to time to ascertain whether the 

compaction attained is as specified. For this purpose for every 300 cubic meters of compacted 

earthwork of one zone or for every layer compacted of a particular zone at least two field density 

tests will be taken and PDD and PMC worked out by oven drying method or K-oil method if the 

correlation is found to exist with the former. Separate tests are to be taken for the various zones 

of the dam. As the oven drying method involves a 24 hours period, to facilitate work preliminary 

control as follow shall be exercised. The wet density of compacted layer shall be equal to or 

above optimum wet density (OWD). And placement moisture content (tested by kerosene oil 

burning method ) with +/- 1% of the optimum moisture content. If any field density test reveals 

that the dry density is less than permissible either additional rolling will have to be done without 

any extra cost or layer may have to be removed at no extra cost. In the event of additional rolling 

being permitted if it is found that original moisture has evaporated the layer may be broken up or 

specified as directed and watered and allowed to soak before rolling to bring the moisture 

content to specified value. Necessary assistance carrying out such density and moisture content 

tests shall be provided by the contractor free of cost to he departmental staff. The samples for 

density measurements will be taken any where to ensure that no weak spot at location such as 

junction of slopping filter and hearting of casing turning place or compacting equipments or any 

doubtful areas are left. 

DEGREE OF COMPACTION 

I. This will be based on the dry densities achieved which shall satisfy following criteria. 

II. 

Control criteria subject to III and IV below. 

CRITERIA FOR CONTROL OF COMPACTED DAM EMBANKMENT 

Type of 

Material 

% of gravel Percentage base on minimum 6 mm size 

Punoti Kh. - 85 -

Fraction i.e. Bigger 

than 6 mm size by 

total material 

Minimum 

acceptable 

Density. 

Desirable 

Average 

Density 

Desired 

Moisture 

content limits 

within 

1 2 3 4 5 

Hearting 25% by weight 98 % of proctor 100 % of 

proctor 

Casing 0 to 25 98 % of proctor 100 % of 

proctor 

26 to 50 95 % of proctor 98 % of 

proctor 

50 93 % of proctor 95 % of 

proctor 

Filter Sand Dd = 70 % Dd = 80 % 

Material Gravels Dd = 65 % 

Dd is a relative 

density 

Dd = 70 % 

2% of OMC 

-----do---- 

-----do---- 

-----do---- 

III. In case of the material compacted by tampers the dry density of the soil fraction in the 

compacted material shall not be less than 95% of the standard proctor Optimum Dry density. 

IV. In rare cases, when a layer with necessary moisture content gives lower density than specified in 

the above table even rolling large No of passed or after rerolling, such a layer may be approved 

at the engineer-in-charge provided (a) the placement Dry density is not less than 90% of the 

standard proctor Dry Density and (b) Number of such samples having PDD less than 95% ODD 

should not exceed 2% of the number of samples taken. 

ED-B 5: JUNCTION WITH THE WORK OF OTHER AGENCY AT END CHAINAGES 

At the end chainages, if the work will be done by other agencies, then at such junctions the earth work 

will be done as follows:- 

EITHER 

a) If the work of both agencies is at the same level, the rolling will be done 2 meters beyond the 

end of chainage and no extra payment will be paid for the same. 

OR 

b) If the work of other agency is at lower level, the work will be done with an outer slope of 1:4 

with an extra length of half meter parallel to the dam alignment. 

OR 

The earth work in this extra length will not be paid for. 

There will be some reduction in the quantity of earth work. No claim by the contractor on this 

account will be entertained. 

c) If the work of other agency is at higher level that agency will construct the bank with an outer 

slope. The contractor will have to do the earth work up to that slope throughout beyond the end 

changed stated in the tender. The quantity of earth work increased due this will be paid for at the 

same rates quoted by the contractor and no claims will be entertained for the extra work to be 

done. 

ED-B 6: INSTRUMENT INSTALLATION 

Punoti Kh. - 86 -

Some piezonmatric installation, settlement gauges and stand pipes etc. will be provided by the 

department at predetermined position in the earthen embankment of dam. The work will be done by 

the Department, which will require some time for installations and erections. During such 

installations and erections the work of length of the embankment in the vicinity of installation will be 

held up for sum time. The rate of earth work shall be deemed to have been quoted considering such 

breaks and no claims by contractor on the ground of breaks occurred for such installations, will be 

entertained. The earthwork and the traffic of construction equipments in the vicinity of such 

installation shall be arranged as not to cause any damage to the instruments installed or being installed 

and shall be arranged as directed by engineer-in-charge. 

ED-B 7: TESTING CHARGES 

Unit rate given in Schedule “B” includes the rate for field test necessary for quality control of work. 

The contractor shall arrange for Laboratory equipment for all moisture content compaction and field 

density test or other tests as directed. He shall also arrange laboratory personnel for taking given test 

strictly under the supervision of site in charge. All cost towards testing at prescribed frequency shall 

be deemed to be included in unit rate. 

ED-8: MODE OF MEASUREMENT 

a) The work shall be measured on the basis of cross section. The cross section shall be taken at an 

interval of 15 meters or at closer distances as found necessary, the gross quantity of different 

zones, hearting, casing rock toe, etc., for facility of arriving at the correct quantities of hearting, 

casing, rock toe zone, that went into the embankment. Quantities of cut-of-trench shall be 

computed on the basis of cross section taken at interval of 15 meters at close distance and shall 

be the same as for the quantity of excavation paid for under the item of excavation of cut-oftrench, 

below stripped ground levels. Any extra filling of cut-of-trench due to side slopes caused 

due to negligence of contractor or resulting due to delay in filling COT will not paid for. 

b) The lines demarcating the zone of cross sections shall confirm to the respective typical sections 

except where departure from these are specially permitted by the engineer. 

c) The final measurements will be recorded on cross-sectional basis. These will be paid for net 

Foundation plan, with relevant cross section of the dam showing dimensions and levels shall be 

prepared and got signed by the contractor in token of acceptance before commencement of 

stripping and again after completion of the dam seat. The final measurements will be based on 

the accepted foundation plan and relevant cross sections and completed section of the dam at the 

time of taking final cross sections. 

d) The quantity arrived at on the basis of the following table will be deemed to be utilized as 

available stuff in the respective zones of the total embankment from the materials available from 

the respective item under excavation. Separation measurements of the quantity of embankment 

of available stuff will be based on the utilization factors given below. 

Punoti Kh. - 87 -

Sr 

No. 

Item of 

Excavation 

%age of 

quantity 

deemed 

to be 

utilized 

Factor for 

utilizable 

Qty in there 

from cut of 

measureme 

nts 

Factor 

for 

loose 

measurement 

Factor for utilization Embankment (compact) 

1 2 3 4 5 6 

Heart 

ing 

Rando 

m 

Casin 

g 

1 Sand 

/soil / 

Soft 

murum 

Pitchin 

g 

Rock 

-toe 

90 1 1.20 0.80 0.80 -- -- -- -- 

Qua 

rry 

spau 

ls 

2 Hmb/ 

Hm 

3 Soft 

rock 

4 Hard 

rock 

strata 

95 1 1.20 -- 0.90 0.90 -- -- -- 

95 1 1.20 -- 1.20 1.20 -- -- -- 

100 1 1.50 -- 1.0 1.0 1.50 1.50 1.5 

e) All measurements shall be taken on cross section of bank. For this purpose detailed cross 

section of the ground shall be taken at the interval of 15 meter or less as directed before an 

embankment of a particular reach starts. The quantities of bank work shall be worked out on 

the basis of areas and distance of these cross sections by prismoidal formula. When the 

compaction is done by mechanical roller and under optimum moisture content and 

prescribed density, then the deduction in quantities of bank work and CNS bank shall be 

made for shrinkage at the rate of 3% of intermediate measurements and will be released in 

the final bill after one or more monsoon. 

If the work is completed before the rainy season the final measurements should be recorded 

only after the rainy season is over, so as to account for any settlement of fresh bank work during 

monsoon. 

The final measurements shall however be taken only after one rainy season has passed after the 

bank work is finally completed. If the work is completed before the rainy season the final 

measurements should be recorded only after the rainy season is over, so as to account for any 

settlement of fresh bank work during monsoons. 

Punoti Kh. - 88 -

SECTION - 4 

ED - FS SLOPING FILTERS [WITHIN THE DAM AND BEHIND ROCK TOE ] ED-FS1 

SCOPE : 

The item of sloping filter shall include furnishing all tools, equipments, materials and labour 

required for providing and laying approved filter materials including screening and washing the 

materials if necessary, watering and compaction. 

ED-FS 2 MATERIALS : 

The materials such as sand, metal gravel shall comply with the requirements specified for 

materials in Section 7 - Filter materials. The gravel to be used shall be natural, gravel, consisting of 

clean, hard, durable, dense rock particles. It shall be well graded to satisfy the filter criteria 

prescribed. The percentage of materials below 0.074 mm size shall be less than 2%. The gravel should 

not contain any organic matter. The item includes all charges for supplying and rehandling including 

collecting, screening and washing. If necessary, transporting, stacking etc. with all leads and lifts 

involved for supply of gravel. 

ED-FS 3 LAYING : 

The filter materials shall be laid in 0.5 Meter thick layers and shall be watered to the moisture 

content as directed and compacted by a tamper or light roller or any approved equipment if necessary. 

The method of laying should be such that the filter material will not mix up with soil and will remain 

as clean as laid. If mixing of filter materials with embankment material is observed both the 

embankment and filter shall be removed to such depth as directed by the Engineer -in -charge and 

such removal and consequent replacement with approval materials shall be by and at the expense of 

the contractor. The different filter layers shall be laid in widths and slopes as shown on the drawings 

or as directed by the Engineer -in -charge in writing. The widths and slopes as shown on the drawings 

are tentative and are subject to modifications if found necessary during construction and the 

contractor is bound to carry out the same at the rates quoted, the rates being on the basis of volume of 

different type of materials laid. While laying slant filter it shall be seen that the level of filter zone and 

two strips of adjacent zone material are higher by 0.3 to 0.6 meters than the adjoining zone. This is 

necessary so as to prevent contamination of filter zone from adjacent fine material zones. Traffic over 

the filter zones shall not be permitted, where this is unavoidable, the filter zone at that strip shall be 

covered with sheets etc. while starting fresh work at such vocational top 10 cm. filter material layer 

will have to be removed. 

ED-ES 4 MODE OF MEASUREMENTS : 

The work shall be measured on the basis of cross section. The cross section will be taken at 

every 15 meter or at closer distance as found necessary. and payment made on cubic meter basis as 

per design or subsequent instruction from Engineer-In Charge. 

ED - T ROCK TOE 

ED - T 1 COPE : 

SECTION - 5 

The item shall consist of furnishing of all tools, equipments , materials and labour required for 

providing and lying rock toe including foundation cleaning and including hand packing and adjusting 

the sides to correct slopes and performing all operations necessary and ancillary there to . 

ED - T 2 MATERIAL : 

The rock toe -shall consist of suitable free draining mixture of rubble, rock fragment, boulders 

and cobbles from the compulsory excavation or from quarries as the case may be. The materials shall 

be fairly well graded consisting, principally or rock fragment ranging in weight from 10 kg. to 100 kg 

Punoti Kh. - 89 -

. but with sufficient fine materials, about 10% such as rock spauls, cobbles and course gravel to fill 

the voids among the larger particles. However, the materials should not contain slit, clay and sand 

more than 1% . The rock fragments shall be of hard, drains, tribal sound rock and shall not contain 

any friable or soft material. 

ED - T 3 QUARRIES : 

In case of materials from quarries, the rubble quarries shall be got approved from the Engineer-incharge. 

Approval to the quarries shall not be taken to mean that all the rubble available from the 

quarry is also approved. The rubble shall be conveyed only after it is approved by the Engineer - in - 

charge. Soft rock or any unsuitable materials should be discarded in the quarry only. No claims on 

account of disposal of unutilised material met during excavation will be entertained which includes 

boulders of size more than 0.1 Cum. 

ED - T 4 LAYING FOUNDATION : 

a] Foundation to the rock toe shall be either rock or a compact in compressible soft strata. In case 

of soft strata, filter or transition zone will be provided as directed and paid under the item of filter 

materials. Rock toe will not be laid on any foundation in which the rock fragments will punch in by 

pressure. All loose material shall be removed before laying the rock fill. 

b) PLACING : 

The materials shall be so selected and dumped that in so far practicable the larger fragments 

shall be placed near the outer slopes and the finer materials adjacent to the inside slope of the rock fill 

zone. The fill shall be dense and well graded with no larger vides or cavities and surfaces of the 

drawing or as directed. The work should present a dense rough surface of well layer rock fragments. 

The rock fill shall be placed in approximately horizonTal layers of about 05 m. thickness. The stones 

shall be hand packed so as to tightly and neatly wedge the rock fragments together. Stones of smaller 

size shall be laid next to the filter materials. The filter material adjacent to the rock fill be laid 

simultaneously in regular layers to the designed slopes and width . 

ED -T 5 MODE OF MEASUREMENTS : 

Measurements shall be of the gross volume of rock toe placed without any deduction of vides. The 

volume shall be computed by trapezoidal formula by the cross sections taken at every 10 meter 

intervals or at closer as directed, subject to the provision of Para (d) under Ed -B7 above. 

No work beyond the slopes the shown in the drawings shall be paid for unless directed in 

writing by the Engineer-in-charge. 

Punoti Kh. - 90 -

Punoti Kh. - 91 -

SECTION - 6 

ED-P PITCHING 

ED-P1: SCOPE 

The item shall consist of furnishing of all tools, equipment, materials and labour required for 

quarrying, transporting and laying the pitching with header toe and ware bear including bedding, 

dressing of embankment to designed slope and other operations necessary and ancillary there towith 

all leads & lifts involve for supply of all material requried. 

ED-P 2: MATERIALS 

a) METAL SAND BASE 

The metal sand shall confirm to the specification given under the sections of filter materials in 

addition the metal shall be well graded from 12.7 mm size to 37.7 mm maximum size. 

b) QUARRY SPAULS 

The quarry spauls shall consist of clean, hard durable dense rock fragment of size varying from 

50 mm to 150 mm. Material below 0.074 mm size shall be less than 1%. The item of supply of 

quarry spauls shall include all charges of supply, rehandling, breaking bigger pieces 

transporting, stacking, etc., with all leads and lifts involved. 

c) RUBBLE FOR PITCHING 

I) Stones for pitching with header toe Shravan breaker shall be sound, hard, dense and durable 

rock and should not break down or disintegrate on long exposure to water and air. The 

rubble shall be got approved from the engineer-in-charge. 

II) SIZE : The rock fragments shall be reasonable, well graded; containing at least 60% of 

stones weighing 35 kg or more, minimum size shall be weighing 10 kg. 

d) HEADER TOE LINE 

At the bottom of pitching i.e. the bottom level from where the pitching starts a line of headers of 

200 mm X 200 mm X 750 mm should run to retain the pitching. 

e) WAVE BREAKERS 

Stones of size 200 mm X 200 mm X 600 mm shall be provided at interval of 6 m C/C 

horizontally and 4 m C/C Vertical interval between bottom of pitching to HFL in staged way as 

per drawing or as directed by the Engineer-in-charge. 

Punoti Kh. - 92 -

ED-P 3 QUARRIES : 

The rubble quarries and rock stack from compulsory excavation shall be got approved from 

Engineer-in-charge. Approval to quarry and stacks shall not be to mean that all rubble available form 

that quarry is also approved by the Engineer-in-charge and only approved quality of rubble will have 

to be used. No claims on account of disposal of unutilised material met during excavation will be 

entertained which includes boulders of size more than 0.1 Cum 

ED-P3: LAYING 

a) The base slope shall first be prepared to receive the pitching and the rubble pitching shall be laid 

on filter backing. The filter backing shall consist of 10 to 15 cm quarry spauls on the earth slope 

and 15 cm quarry spauls on the metal/sand base. The thickness of the ruble pitching shall be 30 

cm. This thickness of rubble pitching is exclusive of the thickness of filter backing of metal/sand 

and quarry spauls. 

b) The material for filter base shall be laid by spreading without segregation in uniform layers of 

specified thickness to the lines and grades of the embankment. 

c) LAYING OF RUBBLE PITCHING 

Stones shall be placed on lend with the broadest side down and length normal to the slope larger 

rock fragment should be uniformly distributed with smaller rock fragments filling the spacing 

between the larger fragments in such manner as will result in compact uniform layer of pitching. 

The pitching could be made into layers but stones in each layer should be as large as possible 

and the stones in top layer should be made to interlock with the bottom layer. 

The interstices between larger stones shall be filled with chips of as large size as possible 

properly hammered in such filling shall be carried out simultaneously with placing in position of 

the larger stones and shall in no case be permitted to fall behind. The wedging shall be so done 

that no chip can be removed by hand. No loose spaul of chips should be laid on the top surface 

of the pitching. The chips shall not be used as a substitute of full thickness of the large stones. 

The surface should present reasonably uniform slope as designed with a dense but rough face. 

The guide wall shall form part of the pitching. 

The Shravan breaker shall be laid at 6 m center to center horizontally and 4 mtr. center to center 

vertically in staggered fashion. The heard toe line at the bottom of pitching to center of size 200 

mm x 200 mm x 750 mm shall be laid per drawing and as directed by engineer-in-charge. 

Punoti Kh. - 93 -

ED-P4: MODE OF MEASUREMENTS 

I. The measurements shall be separately taken (a) for filter base and (b) for stone pitching with 

header toe and Shravan breaker and paid for separately. 

II. 

Measurements shall be of the total volume of pitching with header toe and Wave breaker of filter 

base to the required thickness laid on the area as directed subject to the provision of the Para (b) 

under ED-B8 above. No deduction for voids will be made. The rates are inclusive of all leads 

and lifts. 

Punoti Kh. - 94 -

SECTION - 7 

ED-F FILTER MATERIALS 

ED-F1: SCOPE 

The item shall include furnishing of tool, plant and materials required for providing and laying 

approved materials in the specified layers including screening and washing the materials if necessary, 

compaction and all operations necessary and ancillary there to. 

ED-F2: 

A) MATERIALS 

The materials for filling the drains or drain mats or slant drains shall consist of sand, gravel and 

crushed metal, suitable graded to satisfy the filter criteria. (1) The coefficient of permeability of 

draining material should be more than 6 times that of base materials, (2) the graded filter drain will 

confirm to the Vicksburg criteria viz: 

D 15 filter of material < 5 , D 15 {Filter} > 4.80

TRENCH DRAINS AND MOUND DRAINS 

A) The excavation for the trench either in natural ground or made up bank work shall be as per 

designed cross sections or as directed in writing by the engineer-in-charge and is covered under 

the item of excavation. The surface of excavation shall be cleaned off all loose materials so as to 

prevent contamination with the filter materials. Similarly the surface of which the mound drains 

are to be laid is to be cleaned of all loose materials. 

B) The filter materials shall then be carefully deposited in different layer to the required thicknesses 

and slopes, grades as shown in the drawing or as directed by the engineer-in-charge. Thicknesses 

of individual layers shown on the drawings are tentative and may require modifications to satisfy 

filter requirements and the contractor shall be bound to carry out such modifications as directed 

by the engineer-in-charge without extra cost. The coarser materials shall form the core of the 

drain with as all round cover of progressively finer materials, the laying of individual layer shall 

proceed in such a way as to preclude as far as possible the mixing materials of one size with that 

of the other. 

FILTER MATS OF DRAINAGE BLANKETS 

A) FILTER MAT ON THE BLACK SOIL FOUNDATION 

After the black soil foundation stripped or excavated to level designed or as directed, the 

foundation shall be cleaned off all loose materials, watered necessary and lightly rolled by the 

flat roller by making 4 to 6 passes immediately after striping. After rolling the foundation, 

surface shall be covered with sand layers of random embankment of thickness as shown on the 

drawings. The stripped foundation surface should be covered by random earth fill and then a 

sand layer after rolling within two days after stripping that area to avoid formation of cracks and 

loss of moisture in the foundations soil. The sand layers shall be watered if necessary and 

compacted with tampers, rollers or any approved equipment to give a relative density of 70%. 

The other layers of gravel, metal or sand shall then be laid on the first sand layer within a week 

after the first sand layer is laid. The filter materials shall be carefully deposited in different 

layers to the required thickness and slopes and grades as shown in drawings or as directed by 

engineer-in-charge. The thicknesses and grading of individual layers shown on the drawing are 

tentative and may require modification to satisfy filter and drainage requirement and contractor 

shall be bound to carry out such modifications as directed by the engineer-in-care without any 

extra cost. The coarser materials shall form the core of the mat with a cover on top ad towards 

bottom of progressively finer materials. The layers of the individual layers shall proceed in such 

a way as to preclude as far as possible the mixing of material of one size with that to the other. 

After the layer is laid, it will be watered, if necessary and compacted with tampers roller of any 

approved equipment to give a relative density not less than 70%. 

B) FILTER MATS ON NON BLACK SOIL FOUNDATION ON EMBANKMENT 

ALREADY LAID AT INTERMEDIATE LEVELS 

The foundation surface and the surface of embankment shall be cleaned off loose material and 

should be as far as possible plane having no large hollows or humps and with slope as shown on 

the drawings or as directed. The filter material shall then be deposited in different layers to the 

required thicknesses and slopes as shown on the drawings, or as directed engineer-in-charge. 

The thicknesses of individual layers shown on the drawings, are tentative and may require 

modifications to satisfy filter ad drainage requirement and the contractor shall be bound to carry 

out such modifications as directed by engineer-in-charge without extra cost. The coarser 

materials shall form the core of the mat with a cover on the top and bottom of progressively finer 

materials. The laying of the individual layers shall proceed in such a way to preclude as far as 

possible the mixing of material of one size with that of the other. 

The layer of sand shall be watered if necessary and compacted with tampers, rollers or any 

approved equipment so as to achieve relative density of more than 70%. 

Punoti Kh. - 96 -

ED-F4: MODE OF MEASUREMENTS 

TRENCH DRAINS AND MOUND DRAINS 

The measurements shall be of the volume of the total quantity of filter material placed as per the cross 

sections of drains as finally approved and constructed shall be recorded. In case of a trench drain the 

bottom width and bottom levels and side slopes shall be as recorded for the item of excavation. Any 

material filled in excavation beyond approved section will not be paid for. The rate includes all leads 

and lifts. 

Punoti Kh. - 97 -

FILTER MATS OR DRAINAGE BLANKETS 

a) FILTER MAT IN BLACK SOIL ZONE 

The work shall be measured on the basis of cross sections taken at every 20 meters or at less 

distance as directed. The cross section shall be taken before laying the drainage mat and then 

after completion. The quantities of sand gravel or metal will be recorded separately for different 

types of materials and paid for accordingly. The rate includes all leads and lifts. 

b) FILTER MATS ON EMBANKMENT ALREADY LAID 

The work shall be measured on the basis of cross section taken at every 20 meters or at less 

distance as directed. The cross section shall be taken before and after laying the filter mat. The 

quantities of sand, gravel or metal will be recorded separately and will be paid for accordingly. 

The rate includes all leads and lifts 

Punoti Kh. - 98 -

SECTION - 8 

CEMENT CONCRETE 

C1.1: SCOPE OF WORK 

The work covered by this item shall consist of 

i) Furnishing all materials equipment and labour for the manufacture, transport, placing curing 

of concrete and performing all the functions necessary and ancillary thereto, including 

finishing the concrete to the required shape as per drawing. 

ii) 

iii) 

Erection of all embedded parts in the block outs for gates, irrigation outlet, pipes, 

construction sluice and other metal works instrumentation etc., shall be carried out by other 

agencies. The contractor shall initially keep adequate block outs, recesses etc., to house such 

embankment and subsequently concrete the block outs or recesses around the erected steel 

work with concrete of grade M-200. The item will not be paid separately and shall be 

deemed to be included in the unit rate of concrete or masonry surrounding the structure. 

Providing and removal of all form work compressing, furnishing all materials, equipment and 

labour for the manufacture, transport, erection, keeping in place with necessary fixture and 

support oiling complete. 

C1.2 The following specifications will apply in general to all types of concrete work including 

RCC work. 

C1.3.1: SOURCE AND SIZE 

The sand used for mortar shall be natural river sand. The maximum size shall be limited to 5 mm. 

C1.3.2: QUALITY 

The sand shall consist of hard, dense, durable uncoated gritty material obtained from rock fragments. 

It shall be free form injurious amounts of just lumps, soft and flaky particles shale, alkali, organic 

matter, loam mica and other deleterious substances. The maximum percentage of deleterious matter in 

sand as delivered for use in mortar shall not exceed the following values. 

Punoti Kh. - 99 -

PERCENTAGE BY WEIGHT 

Material passing No. 200 sieve BS or (IS No 8, average opening 0.0029) 3% 

Shale 1% 

Coal 1% 

Clay lumps 1% 

Total of other deleterious substances such as alkali, 

Mica coated grains soft and flaky particles. 2% 

The sum of percentage of all deleterious substances shall not exceed 5% by weight. The sand shall be 

free from injurious amounts of organic impurities. Sand producing a colour darker than the standard 

in the calorimetric tests for organic impurities shall be rejected. If the impurities are beyond the 

acceptable limits stated above the sand shall be washed or otherwise cleaned to the entire satisfaction 

of the engineer-in-charge at the cost of the contractor. 

C1.3.3: MECHANICAL ANALYSIS 

The natural sand shall be well graded and the sieves analysis of sand shall generally confirm to the 

following limits of gradation. 

ASTM sieve 

No. ISS No. 

Equivalent weight 

retained on sieve 

Cumulative 

percentage by 

3/8’’ 3/8 Nil 

4 480 0 to 30 

8 240 10 to 30 

16 120 50 to 65 

30 60 65 to 90 

50 30 90 to 99 

100 15 99 to 100 

The gradation curve of the natural sand shall lie within the enveloping curve gradation specified as 

above. 

C1.3.4 

a) FINENESS MODULUS 

The fineness modulus shall be computed by adding cumulative percentage of sand retained on 

the 6 standard screens from No 4 to 100 inclusive ASTM Standard (or 480, 240, 60, 30 and 15 

sieve of the ISI specifications) and dividing the sum by 100. Any deviation from the specified 

range of gradation and fineness modulus shall not be permitted without the written permission of 

the Engineer in charge. Corrective measures if any required for improving the fineness modulus 

shall be arranged by the contractor at his own cost as directed by the Engineer-in-charge. 

b) NATURAL SAND 

Natural sand shall have a fineness modulus ranging from 2.7 to 3.6 without any admixtures. 

c) ALLOWANCE FOR BULKAGE 

If the sand as obtained from quarry or after its washing is found to be moist, bulkage will be 

measured and allowed, provided sand is staked at site at least for 48 hours before use. Bulkage 

of such a stack will be measured regularly as directed by the engineer-in-charge and according to 

these observations. Observations for bulkage will be made as per Indian Standard procedure and 

allowance will be made as under: 

Punoti Kh. - 100 -

Bulkage observed 

Below 5 % 

Allowance to be made 

Nil 

5 to 10 5 % 

10 to 15 10 % 

15 to 20 15 % 

20 to 25 20 % 

25 to 30 25 % 

30 to 35 30 % 

C1.4 : COARSE AGGREGATE 

C1.4.1 Coarse aggregate for concrete shall consist of hard, dense, durable, uncoated, crushed and 

shall be free from injurious amount of soft, friable, thin, elongated or laminated pieces, alkali 

organic matter or other deleterious substance. Flaky and weathered stones shall not be used. 

Aggregate shall be tested in accordance with tests prescribed in IS 516-59 and 1999-59 or 

subsequent revisions. Use of gravel fraction left behind after sieving river sand shall be 

permitted in the blending of coarse aggregate if asked for after suitable experiments and 

without rate variation. 

C 1.4.2: IMPURITIES 

The broken stone shall be free from dust and dirt and shall be washed if necessary to ensure 

that all faces of the stone are perfectly clean. The maximum individual percentage by weight 

of deleterious substances in any size of coarse aggregate shall not exceed the following 

values:- 

Punoti Kh. - 101 -

Materials passing through No. 100 screen (ASTM) 

Shale 

Coal 

Soft Fragments 

Clay lumps 

Other deleterious substances 

One 

One 

One 

One 

One fourth 

One 

The sum of percentages by weight of all the deleterious substance in any size shall not 

exceed One. 

C1.4.3: GRADING 

a) The approximate range in grading of coarse aggregate shall be as under: 

Maximum 

size of 

Aggregate 

Nominal 

Range 

mm 

Percentage of coarse aggregate fraction (mm) 

20 mm 10 to 20 - - 100 55 to 67 33 to 35 

40 mm 20 to 40 - 40 to 50 50 to 60 23 to 40 18 to 30 

80 mm 40 to 80 20 to 36 16 to 36 35 to 44 10 to 30 13 to 28 

b) The coarse aggregate shall be of such a size as shall be retained on a mesh of 5 mm square. 

c) The grading between the limits specified above shall be such as shall produce a dense concrete 

of the specified proportions and consistency that will work readily in the position without 

segregation and without the use of an excessive water content. 

C1.5: WATER 

Water used in concrete shall be clean and free from objectionable quantities of slit organic matter, 

alkali, salt and other impurities which are likely to be injurious. The turbidity of water or mixing shall 

not be more than 2000 parts per million and shall preferably be lower. 

C1.6 : GRADING AND RELATIVE PROPORTION 

The grading of sand and coarse aggregate is liable to be modified beyond the limits specified above to 

suit local conditions in order to obtain required strength and workability. The grading as well as 

relative proportion of sand and coarse aggregate are liable to be changed at the discretion of the 

engineer-in-charge in order to produce dense concrete of required strength which can be worked 

readily into position without segregation in a given ratio of cement and total aggregate (sum of 

volumes of sand and of coarse aggregates). No compensation is payable for adjustment in relative 

proportion and grading of aggregates. Air entering agent if considered necessary will be supplied by 

the department free of cost. This shall be mixed in concrete in the manner and quantity as may be 

directed by the engineer-in-charge without any extra cost. 

C1.7 (A): MIX VARIATION AND CLASSIFICATION 

In case the ratio of cement to total aggregate is modified by changing the cement content under 

specific orders of the engineer-in-charge the contractor shall be paid at increased or reduced rates 

according to the variation in the cost of cement alone, resulting from change in mix proportion 

calculated as per table given below. 

The variation in cost of cement will be calculated according to the rate for cement at Rs. 223/-50 kg 

and the change in the requirement of cement by weight per cubic meter volume of concrete as 

determined by the following table. 

Punoti Kh. - 102 -

C1.7 (B): FOR WORK COSTING MORE THAN RS. 50.00 LAKH 

Cement variation in the concrete mix shall not constitute an extra item. In case the cement to total 

aggregate is modified by changing the cement content under specific order of the engineer-in-charge, 

the contractor shall be paid at increased or reduced rates according to the variation in the cost of 

cement alone, resulting form change in mix proportion calculated as per table given below at the rate 

as given in Annexure ‘A’ of detailed tender notice. 

Sr. 

No. 

Nominal mix 

proportion of the 

concrete by volume 

Size of 

aggregate 

Equivalent 

ISS mixes 

Assumed cement 

consumption one 

cubic meter of 

concrete 

1 1:1 1/2:3 20 MSA M 200 300 kg 

2 1:2:4 20 MSA M 150 282 kg 

3 1:2:4 40 MSA M 150 260 kg 

4 1:3:6 80 MSA M 100 220 kg 

5 1:4:8 172 kg 

C1.8: ADMIXTURE 

Any admixture for concrete supplied by government free of cost at the departmental store at dam site 

colony shall be transported, handled, and mixed by the contractor at no extra cost. Such admixture 

shall not be considered as amounting to variation in the mix and is not covered by the mix variation 

clause in this section. 

Punoti Kh. - 103 -

C1.9: BATCHING 

Proportions of concrete items mentioned in Schedule ‘B’ are to be designed on the basis of weight 

volumetric proportion. 

After establishing the bulk densities of the aggregates, all aggregated shall be batched by volume by 

measuring with boxes. The bulk densities of coarse aggregate shall be established by observation at 

such intervals, as may be directed by the engineer-in-charge. The bulk density of sand shall be 

verified at least once daily and bulkage allowed by a procedure approved by the engineer-in-charge. 

Measured quantity of water shall be added. 

C1.10: FORMS 

1.1.10.1: GENERAL 

a) Forms to confine the concrete and shape it to the required line shall be used whenever, 

necessary. The form shall have sufficient strength and rigidity to hold concrete and to withstand 

the pressure of ramming and vibration without excessive deflection from the prescribed lines the 

more so when the concrete is vibrated. The contractor shall have to get the design and drawing 

of the centering approved from the engineer-in-charge before erection. From work shall be of 

any of the following types :- a) Wooden shuttering with steel plate lining. 

b) Steel Shuttering 

Wooden shuttering will be allowed if it is free from warping and is fabricated true to line and 

shape. The decision on the engineer-in-charge as to the suitability of wooden shuttering as per(a) 

above to be used by the contractor will be final and binding on the contractor. The surface of all 

forms in contact with shall be clean, rigid, watertight and smooth. Suitable device shall be used 

to hold corners, adjacent ends and edges of panels of other forms together in accurate alignment. 

C1.10.2: REUSE OF FORMS ETC 

Form required to be used more than once shall be maintained in serviceable conditions and shall be 

thoroughly cleaned and smoothened before reuse. Where metal sheets are used for lining forms, the 

sheet shall be placed and maintained on the forms with minimum amount of wrinkles, lumps or other 

imperfections. All forms shall be checked for shape and strength before reuse. 

C1.10.3: ERECTION AND REMOVAL OF FORMS 

I. Before placing concrete the surface shall be oiled with suitable non staining oil such as raw 

linseed oil so as to prevent sticking of concrete and to facilitate the removal of form. 

II. 

The oil shall cover the form fully and evenly without excess over drip. Care shall be taken to 

prevent oil form getting on the surface of the construction joints and on reinforcement bars. 

Special care shall be taken to oil thoroughly the form strips for narrow grieves so as to 

prevent/swelling of the forms and the consequent damage to concrete prior to or during removal 

of forms. Immediately before concrete is placed care shall be taken to see that all forms are in 

proper alignment and the supports and fixtures are thoroughly secured and tightened. 

III. Where forms for continuous surface are placed in successive units, the forms shall fit tightly 

over the complete surface so as to prevent leakage of mortar from the concrete and to maintain 

accurate alignment of the surface. 

IV. Form shall be left in place until their removal is authorized and shall then be removed with care 

so as to avoid injury to concrete. 

V. Removal of form shall never be started until the concrete is thoroughly set and hardened 

adequately to carry its own weight, besides the live load which is likely to come on the work 

during construction. The length of time for which the forms shall remain in place shall be 

Punoti Kh. - 104 -

decided by the engineer-in-charge, with reference to weather conditions, shape and position of 

the structure or structural member and the mature and amount of dead and live load. In normal 

circumstances forms shall be strucked after the expiry of the following periods. 

a) Beam sides, walls columns (unloaded) 72 hours 

b) Slabs, and arches (props left under) 04 days 

c) Slabs, and arches 10 days 

d) Beams soffit (props left under) 01 day 

e) Props to beams. 21 days 

f) Lean concrete (side) 02 days 

g) Tunnel lining 24 hours 

In no case shall forms be removed until there is assurance that removal can be accomplished 

without damaging the concrete surface. No loads will be allowed to damage the concrete surface. 

Heavy load shall not be permitted until after the concrete has reached its designed strength. The 

forms shall be removed with great caution and without harming the structure or throwing heavy 

forms upon the floor. 

Punoti Kh. - 105 -

C1.11: MIXING 

The ingredients of concrete shall be batches as mentioned in Para 1.9 and properly mixed in mixers, 

designed so as to positively ensure, uniform distribution of all the component material throughout the 

mass, at the end of the mixing period. The mixing of each batch shall continue for about one and half 

to two minutes depending upon the revolutions per minutes of the mixer and experience, after the 

materials except for the full amount of water are up the mixer the minimum mixing period specified 

above assumes proper control of the speed of the rotation of the mixer and of the introduction of the 

materials, including water. The mixing time shall be increased at the discretion of the engineer-incharge 

when the charging operation fail to produce concrete of the required uniformly or composition 

and consistency within the batch and from batch to batch contractor shall not be entitled for any extra 

payment for such increase in mixing time. Excessive mixing requiring the addition of the water to 

preserve the required concrete consistency shall be avoided if the mixing and charging operations are 

such that the required uniformity of the concrete is obtained in shorter mixing time than the minimum 

specified without sacrifice of needed workability and the mixing time may be shortened under order 

of the engineer-in-charge mixing shall be done by mechanical means only. 

Materials corresponding to one bag mix or half bag mix (depending upon the mixer capacity) shall be 

placed in the skip in sequence of metal cement and sand. The skip shall then be emptied in to the 

drum and specified quantity of water added to material I drum. 

C1.12: TEST FOR CEMENT CONCRETE 

C1.12.1: STIPULATED CRUSHING STRENGTH 

The crushing strength in kg per square cm on works cubes, at 28 days, for each nominal mix shall be 

as under:- 

Nominal 

Mix 

Maximum size of 

Aggregate mix 

Equivalent 

ISS 

Stipulated crushing 

strength Kg/cm2 

7 days 28 days 

1:1.5:3 20 M 200 135 200 

1:2:4 20 & 40 M 150 100 150 

1:3:6 - M 100 75 100 

1:4:8 - M 75 50 75 

C1.12.2: PRELIMINARILY LABORATORY TEST 

Preliminary tests of cubes shall be carried out in the laboratory well in advance of commencement of 

work. These tests should indicate an adequate margin over the stipulated strength specified in Para 

C.1.12.1. 

Punoti Kh. - 106 -

C1.12.3: WORKS TEST ON CONCRETE 

Tests for crushing strength shall be made on standard cubes as per the relevant Indian Standard 

Specifications. For works tests samples shall be taken on the job as and when directed. For work tests, 

samples shall be taken once for every 30 cubic meter of each type of concrete laid at least three times 

a day. The sample for work test is defined as a set of three cubes. The materials required for the 

samples (concrete, cement, sand and coarse aggregate) shall be supplied by the contractor free of cost 

and collection of sample, casting of cubes and curing and testing shall be carried out by the 

department at contractor’s cost. 

C1.12.4: STANDARD OF ACCEPTANCE 

No test of “work test” cubes shall have at 28 days a crushing strength below 85 % present of the 

stipulated crushing strength. The average of the crushing strength of the three work test cubes shall be 

taken as the crushing strength of the set. 

For every set “Work test” Cubes which gives a 28 day crushing of less than 85% of the stipulated 

crushing strength a value of 30 cubic meter of concrete shall be paid at such reduced rate as may be 

decided by the engineer-in-charge. 

Each sample of work test cubes shall be assumed to represent 30 cum concrete and corresponding 

quantity of concrete showing crushing strength les than stipulated strength shall be paid at reduced 

rates as under. 

Equal to or more than 95% 


but less than 95% 


but less than 90% 

At full rates in occasional cases. 

5% reduced rates 

10% reduced rates 

The reduced rates shall be approved by the Superintending Engineer if the crushing strength fails 

below 85% of the stipulated crushing strength, then the quantity of concrete represented by these 

samples will not be paid for defective parts. If noticed shall be removed and redone by the contractor 

at his cost. Unit for expectance or these tests will be one working season. 

In addition to 28 days strength test, engineer-in-charge may at his discretion make 7 days strength 

tests and or 3 days (accelerated curing) strength tests and fix up the exact relation between such 

strength and 28 days strength after studying the actual values realized. If at any time the tests indicate 

that the strength may not be achieved as specified, the engineer-in-charge shall have authority to 

suspend the work of laying concrete until the reasons for low strength have been investigated and 

corrected. The contractor shall comply therewith without such suspension being made a reason for 

any claims. The Engineer-in-charge may at his discretion also order suspension of work when the 

variation in the strength of individual work test cubes form the average of the set is excessive. The 

contractor shall comply with such suspension until the reasons for the variations are investigated and 

corrected and such suspension shall not be accepted as reason for any claim. 

C1.12.5: SLUMP TESTS 

In order to test the consistency of the mixed concrete, slump tests shall have to be made by the 

contractor when and where required by the engineer-in-charge and as per the Indian Standards 

Specifications, the allowable slumps shall be decided by the engineer-in-charge depending upon the 

location of the concrete. 

C1.13: PLACING CONCRETE 

Punoti Kh. - 107 -

C1.13.1 Concrete shall be placed only in locations where authorized and no concrete or mortar shall 

be placed until form work, installations of embedded parts, preparation of surfaces or 

necessary clean up had been done and approved. 

C1.13.2: ROCK SURFACE 

Rock surface upon or against which concrete is to be placed, shall be prepared as specified in Section 

3 ED. 

C1.13.3: MASONRY SURFACE 

i) Masonry surfaces on which or against which concrete is to be placed shall be prepared as 

described in relevant Para in Section M. The unit rate for masonry shall cover the cost of such 

preparations. 

ii) 

If the old layer of masonry which has been paid for is required to be removed as mentioned in 

relevant Para in Section-9M it shall be back filled with concrete along with the upper concrete 

layer at no extra cost. 

C1.13.4: CONCRETE SURFACES 

Before laying the concrete, the surface of the concrete in day to day work, shall be cleaned by wire 

brush and jets of water so that surface is thoroughly cleaned and wetted but pools of water are 

avoided. If the old concrete surface has remained exposed for more than two weeks it shall be 

prepared in the same manner as indicated in Para 3.4 of section 3.2 and rough ended by chipping to a 

depth of one inch and the surface coated or covered with a layer of cement mortar 1:2 for a depth of 

5.15.7.60 cm. The unit rate of concrete (old) shall cover the cost of all such preparations and also of 

the cost of cement mortar. The concrete removed for roughening shall not be paid for. 

Punoti Kh. - 108 -

C1.13.5: ALL SURFACES 

I) The cleaned rock masonry or concrete surface shall be applied with cement slurry and then 

cement mortar cost as described in relevant Para of Section-9 M. 

II) The first few batches of concrete may, if so required contain half the regular size of coarse 

aggregate, without any extra claims. 

III) The cost of such preparation work stands included in the unit rate of cement concrete. 

C1.13.6: TIME FOR USE 

All concrete shall be placed directly in its final position within 30 minutes of mixing. Any concrete 

which has become so stiff that proper placing cannot be assured without re-tampering shall be wasted 

and shall not be paid for. All surface of forms and metal work including reinforcement bars that have 

become incrusted with dried mortar or grout concrete previously placed shall be cleaned of all such 

mortar or grout before surrounding or adjacent concrete is placed. 

C1.13.7: METHOD OF PLACEMENT 

Before starting placing of concrete it should be made certain that the transporting and placing 

equipment is there and in proper repair and that equipment along with the operating staff is arranged 

to deliver the final concrete in the positions without undue delay objectionable segregation. The 

methods and the equipment used for transport and placing of concrete shall be such as will permit the 

delivery of the concrete of the required consistency into the work without objectionable segregation 

porosity or excessive loss of the workability. Excessive segregation from whatever cause shall be 

prevented in handling and placing operation by avoiding or controlling later movement of the 

concrete as in dumping at an angle of depositing continuously at one point and allowing the concrete 

to flow. Concrete shall not be dropped from excessive heights and the free fall should be kept to a 

minimum concrete shall be deposited in continuous horizontal layers in a thickness of approximately 

30 cm. in normal work to 45 cm. (Eighteen inches) for mass concrete except that nothing herein shall 

be constructed to permit placement of the additional horizontal layers of mass concrete before the 

entire area to be concerned is covered by previous layers. On flat horizontal surfaces, where 

conjunction of steel near the forms makes placing of concrete difficult, a mortar of the same cement, 

sand ratio as used in the concrete shall be first deposited to cover the forms and shall stand, included 

in the unit rate of concrete before the entire area to be concrete is covered by previous layers. 

C1.13.8: RATE OF PLACING 

Concreting should continue without available interruption until the structure of section is completed 

until satisfactory construction joints can be made. Location of construction joints shall be as directed 

by the engineer-in-charge. Concrete shall not be placed faster than the placing crew can compact it 

properly. In placing thin members and columns, precaution shall be taken against to rapid placement 

which may result in movements, or failure of the form due to excessive lateral pressure. An interval of 

at least 12 hours and preferably 24 hours should elapse between the completion of column and walls 

and the placing of slabs, beams or girders supported by them in order to avoid cracking due to 

settlement all concrete shall be placed in approximately horizontal lifts not exceeding 1.25 meter in 

thickness per day. Concrete in arches should be done in strip extending from one pier to another. No 

thorough joints shall be kept in the span. 

C1.13.9: CONCRETING AT NIGHT TIME 

If concrete is to be placed at night adequate lighting arrangements shall be made as directed by the 


C1.13. 10: CONCRETING AT DURING RAINS 

When concreting is required to be done or continued while it is raining it shall be seen that concrete is 

not damaged due to rain while it is being transported and placed. After placing the green concrete, the 

Punoti Kh. - 109 -

same shall be adequately covered for a period of 24 hours when it will be capable of being cured by 

splash of water. The surface of fresh concrete should be maintained on a slope sufficiently to result in 

the self drainage of rain water the work shall however be discontinued when the rain is so severe that 

the water collects into pools or washes the surface of the fresh concrete and it is not possible to 

provide adequate shelter. 

C1.14: COMPACTION 

C1.14.1 All concrete shall be vibrated by mechanical vibrator or approved type so as to ensure 

dense concrete. Hand tamping and Roding, shall not be used for compaction of concrete 

except in special circumstances with the express permission of the engineer-in-charge. 

When immersion type vibrators art used, they shall be used vertically and at about 50 cm 

apart. The vibrator shall be inserted to the full depth of the newly laid concrete layer. The 

vibrator shall however, not reverberate a concrete which has commended its final set. 

Special care shall be taken to see that the vibrator touching the reinforcement of embedded 

part does not disturb the concrete below, which has commenced its final set. The concrete 

shall not be vibrated excessively so as to cause segregation. 

C1.14.2 Each layer of concrete, for surfaces which are required to be smooth and for all surfaces 

which will be permanently exposed to the weather, and for all surfaces next to embedded 

metal work, shall be worked and vibrated by mechanical vibrators of approved type only so 

as to obtain a concrete of maximum density and imperviousness and to closely assure 

contact of the concrete with forms, reinforcement bars and other embedded parts. If the 

methods of transporting and placement have been conductive to air entertainment 

segregation or stiffening the work of compaction should receive special attention. 

Punoti Kh. - 110 -

C1.14.3 For concrete surface exposed to flow of water special precaution shall be taken to minimize 

and to prevent surface pitting and protrusions without resorting to over manipulation of the 

concrete mix to the forms. No plastering for getting a smooth finish shall be permitted to 

these locations. Any protrusions shall be ground smooth. 

C1.15: CURING AND PROTECTION 

All concrete shall be protected against injury until final acceptance. Exposed finished surface of 

concrete shall be protected from the direct rays of sun for at least 72 hours after placement concrete 

shall be kept continuously moist for not less than 21 days. Construction joints shall be cured in the 

same way as other concrete and shall also be kept moist for at least 72 hours prior to the placing of 

additional concrete upon the joints. Approximately horizontal surfaces shall be cured by sprinkling, 

pointing or by covering by damp sand or maybe cured by the use of wet quilts or mats. Vertical 

surfaces shall be cured by covering with wet jute bags. If damp sand or quilting is used for curing it 

shall be removed completely later. Should the concrete perish that is become dry or powdery through 

neglect of watering such work shall be demolished and rebuilt at no extra cost. If the curing 

arrangements of the contractor are not satisfactory the engineer-in-charge may in his discretion 

engage labour and provide material and equipment for curing and recover expenditure thus involved 

from the contractor. 

C1.16: FINISHING 

C1.16.1: GENERAL 

Finishing of formed and unformed surface shall be performed only by skilled workmen. All exposed 

concrete surface shall be cleaned of all incrustations of cement mortar or grout and unsightly stain 

shall be removed. 

C1.16.2: FORMED SURFACES 

Surface of concrete finished against forms shall be smooth, free from projection and filled thoroughly 

with mortar, immediately upon removal of forms, an unsightly ridges or fines shall be removed and 

any local bulging on exposed surfaces shall be remedied by tooling a rubbing all holes left by the 

removal of fasteners, shall after being reamed with toothed reamer be neatly filled with dry patching 

mortar. All porous and fractured concrete and surface concrete to which additions are required to 

bring it to the prescribed lines shall be sharp edged and keyed and shall be filled to required lines with 

fresh concrete or dry patching mortar. Where concrete used for filling the chipped openings, these 

shall not be less than 8 cm in depth and the concrete filling shall be reinforced and followed to the 

surface of the openings. Honeycombed surface and surfaces which give a hollow sound shall be 

rectified by guniting at the contractor’s cost, within the unit rate accepted for concrete. 

Punoti Kh. - 111 -

C1.16.3 Dry pitching shall consist of one part of cement to 2 parts of sand by volume and just 

enough water, so that the mortar as used, will stick together on being molded into a ball by 

a slight pressure of the hands and will not exclude water when pressed but will leave the 

hands damp. The mortar shall be placed in layers of not more than 25 mm thickness. After 

being compacted each layer shall be roughened by being scratched to provide an effective 

bond, with the successive layers. The last or finishing layer shall be smooth to form a 

surface continuous with the surrounding and shall be sound and free from shrinkage cracks. 

C1.16.4 (a) FINISHING PERMANENTLY EXPOSED SURFACES 

Except otherwise specified or directed all permanently exposed concrete surfaces and other 

waterway surfaces requiring durability under water (except the outlet) shall be finished in 

the following manner, immediately up on the removal of the forms, the surface shall be 

wetted and all surface pits and air bubbles filled by the rubbles filled by rubbing mortar 

composed of cement and fine sand in proportion 1:2 into the pits with burlap so as to secure 

a uniformly dense smooth surface. The ribbing shall be performed in such a way as to leave 

the surface free from mortar not used for filling the pits should the filling operations be 

unduly delayed and the surface of the pits becomes coated with, dirt or other contaminating 

materials they shall be thoroughly cleaned and washed and shall be maintained in a moist 

condition, until the mortar filling is placed.. Such cleaning shall be done by means of air 

and water jets and chipping or brushing or other satisfactory mans without damaging the 

surrounding concrete. All operations in connection with the filling of surface pits shall be 

handled as quickly as practicable to minimize the period during which the concrete and 

mortar filling are exposed to drying. When the treatment of a surface has been completed 

the surface shall net and of the same colour and texture as the adjoining surface. 

(b) FINISHING OF CONCRETE SURFACE IN OUTLETS 

Special finish as hereafter specified shall be done for the concrete surface in outlets. The 

maximum allowable deviations for the finish are as listed below. 

Type of irregularity 

Depression 

Allowance in mm 

Nil 

Gradual 6 

Abrupt 

6 parallel to flow and 

3 not parallel to flow 

Abrupt irregularities are defined as off sets and fines caused by displaced or misplaced from sheeting 

lining or form section by loose knots in forms otherwise defective or lumber. All others (except 

depressions) are classed as gradual irregularities. Gradual irregularities shall be measured with One 

feet template consisting of a straight edge for plain surface or its equivalent for curved surfaces. 

Grinding or storing shall be done as required to bring the irregularities within the specific limits as 

above. 

C1.16.5: FINISHING CANCELED SURFACE 

For exterior concealed surfaces below ground or backfill level or like surfaces not otherwise specified 

no finish is necessary except that sand streaks, metal pockets, honeycombing other imperfections 

which are of consequence affecting strength water tightness or protection of reinforcing steel from 

corrosion, shall be corrected and repaired as prescribed for formed surface. 

C1.16.6: FINISHING UNFORMED SURFACE 

Unformed surface shall be finished by one or more of the operations of screening floating and 

toweling. Working of the surfaces should be done at proper time employing experienced men and 

should be just sufficient to produce the desired finish. Screening which gives the surface its 

approximate shape by striking off surplus concrete immediately after compaction shall be 

Punoti Kh. - 112 -

accomplished by moving a straight edge or template with a saving motion across wood or metal strips 

that have been established as guides. Where the surface is curved as special ace reed be brought true 

to form and grade by working it sparingly with a wooden float if a coarse textured finish is desired or 

if the surface is to be steel trowel led a second or final floating shot be performed after some 

stiffening has occurred and the surface moisture film or shine has disappeared. Where a smooth dense 

finish is desired floating shall be followed by steel toweling some time after moisture film, or shine 

has disappeared from the tabled surface and when the concrete has hardened sufficiently to prevent 

fine material and water from being worked out the surface. Excessive toweling particularly at early 

time shall be avoided. 

C1.16.7: DAMAGE DUE TO FLOODS GOVT. NOT RESPONSIBLE 

In case of damage of any of the concrete works due to floods, Govt. will not be responsible and 

whatever corrective measures are required to be adopted shall be done by the contractor at his cost. 

Provision of paragraph 1, 12, 19 of Masonry Section-9 shall apply. 

C1.17: PAYMENT 

C1.17.1 Payment shall be on the net quantity of concrete after deducting quantities for opening and 

other class of work. No deduction shall be made for anchor bars, reinforcement, grout holes 

and bore or weep holes or any opening not exceeding 100 cum in cross section. Rate shall 

be subject to paragraph C.1.12.4. above. Measurements of concrete shall be taken within 

the specified pay lines for the structure or as indicated on the drawings. Any concrete 

placed in the excavation beyond the line of structures to void use of forms shall not be paid 

for. The quantity of item shall be computed by using Prismoidal Formula only. 

Block outs and slots necessary for embedding the foundation bolt and other embedded parts 

shall be provided by the contractor without any extra cost. The payment for from work 

required for concrete if any shall be presumed to be included in the payment of concrete 

item. 

Punoti Kh. - 113 -

SECTION - 9 

STEEL REINFORCEMENT 

R.1.1: SCOPE OF WORK 

This item covers providing, hauling storing strengthening, cleaning, cutting, bending, placing and or 

erection in position, securing and maintaining in position all reinforcement of MS Bars plain or for till 

the concrete is placed around it. It also includes splicing of the bars as shown on the drawings or as 

required by the engineer-in-charge and providing the hooks at ends. It also includes the cost off 

furnished and attaching wire ties and chairs, metal supports etc. It also includes welding of reinforcing 

bars where directed or permitted by the engineer-in-charge the reinforcement will be either MS or Tor 

steel or T.M.T.500. Combination or MS plain or Tor steel will be allowed in absence of availability of 

specific steel. 

R.1.2: SUPPLY 

The reinforcing steel shall be procured by the contractor. 

R.2: BAR BENDING SCHEDULE 

The department will indicate the design requirement steel for the different components. The 

contractor shall prepare the bar bending schedule form those design, statement, showing the details of 

bends, cranks and splices provide by him for all the bars to be placed and get them approved form the 

Engineer-in-charge. The schedule shall be presented for approval well in advance of the laying of the 

reinforcement 

R.3: CLEANING 

Before steel reinforcement is placed in the position the surface of the reinforcement bars shall be 

cleaned off rust, scale, dirt, grease and other objectionable delirious foreign substance, heavy flaky 

rust and mill scale that cannot be removed by firm rubbing with burlap or equivalent treatment being 

considered. The fact light or early stage rust, has no detrimental effect on bond and hence could be 

disregarded shall be accepted as an excuse for careless handling and storage of steel 

R.3.1 

In storing, bars of the same sizes, lengths, shape and grade shall be assembled in racks and marked 

distinctly. Before the reinforcement bars are fixed in position it shall be verified that they are of the 

specified sizes and are cut and bent in accordance with the plans and specifications. They shall be 

accurately placed and secured in position by means of built in concrete blocks, metallic chairs, 

hangers, spacers or other suitable devices at sufficiently close intervals so that they will not sag 

between supports, not be displaced during the placing of the concrete or by any operation of the work. 

Punoti Kh. - 114 -

R.3.2 

Special care shall be exercised to prevent any disturbance of the reinforcement in concrete that has 

already been placed. The reinforcement after being placed in position shall be maintained a clean 

condition or unsightly rust stains on exposed concrete surface. 

R.4: BENDING (REFER IS NO 2502-1963) 

Reinforcement shall not be straightened or bent in a manner that will injure or weaken the materials. 

Bars with kinks or bends not shown on the plans shall not be used. Bars shall be bent to the shape and 

dimensions shown on the drawings or as directed, using a bar bender, operated by hand or power, to 

attain the proper bending radius. The radius of bend shall not be less than 4 times nominal size of the 

bar. The radius of the bents for stirrups and ties should not be less than twice the thickness of bar. 

Heating of reinforcement bars to facilitate bending will not normally be permitted. When however, 

such heating is permitted in the case of large diameter large diameter bars, the temperature of the steel 

shall not exceed the corresponding to cherry colour, (about 800ºC) 

R.5: PLACING 

a) Binding wire :- Wire for typing reinforcement shall be soft and annealed steel. The wire may be 

of 1.2 mm to 1.63 mm and shall be soft and shall have ( to confirm to I.S.1:5 280, 1962) and 

ultimate strength of not less than 5600 kg/cum and yield point of not less than system 5600 kg 

cum yield point of not less than 3000 kg/cum. 

b) Support and spacers:- Metal supports spacers shall be fabricated from no corrodible metal. 

Dissimilar metals should not be placed in concert in intimate proximity with each other or joined 

by a conductor, specially in the continued presence of moisture unless it is known that galvanic 

action will not result. 

c) Splicing by overlapping:- Bars splices as indicated in the drawing or as specified by the 

Engineer-in-charge shall only not be done in the region of maximum bending moment and 

splicing of adjacent bars shall be avoided as far as possible. 

d) By welding:- Welding of bars of splicing may allowed in place of lapping, as the discretion of 

the Engineer-in-charge at approved locations. When welding is resorted to instead of lapping the 

bar to be spliced shall be lap welded or built welded by electric welding Ends or bars to be 

spliced shall be cleaned of all dirt, scales, rust, paint and foreign matter before welding all 

welding shall confirm to the relevant Indian standard specification. And weld will be considered 

unsatisfactory if it fails sustain a tensile. Stress of at least 90% of the tensile stress of carrying 

out the as directed by the Engineer-in-charge and with in the accepted unit rate for 

reinforcement. 

Punoti Kh. - 115 -

R.6: DISTANCE BETWEEN REINFORCEMENT BARS 

R.6.1 

The distance between two parallel reinforcement bars shall be except as provided below in 6.2 not 

less than the greatest of the following distances. 

a) The diameter of each bar, if their diameters be equal. 

b) The diameter of the bar, larger if the diameters be unequal. 

c) 6 mm more than the nominal maximum size of the coarse aggregate comprised such concrete. 

NOTE : 

A GREATER DISTANCE SHOULD BE PROVIDED WHEN CONVENIENT 

R.6.2 

The vertical distance between two horizontal main steel reinforcement of the corresponding distance 

at right angles to two inclined main steel. Reinforcement shall not be less than 12 mm except at a 

splice or tap and except where on reinforcement is transverse to the other. 

R.6.3 

The pitch of the main bars in a reinforcement concrete solid slab shall not be more than three times 

the effective depth of such slab. 

R.7: CONCRETE COVER 

R.7.1 

Sufficient concrete cover shall be provided to protect reinforcement from corrosion of as indicate in 

the drawing. All detruding bars from concrete or masonry to which other bars are to be spliced and 

which will be exposed to action of weather for an indefinite period shall be protected from rusting by 

a thin coat of neat cement grout. Accurate records shall be kept at all time of numbers, sizes, lengths 

and weight of bars placed in position for different parts or the work. 

R.7.2 

The thickness of concrete cover (exclusive of plaster or other decorative finish shall be as follows) 

a) At each end of reinforcing bar a cover not less than 25 mill twice the diameter of such rod or bar. 

b) For a longitudinal reinforcing bar in a column cover not less than 40 mm nor less than the 

diameter of such rod in the as of column of minimum dimensions of 18 mm or under those the 

bars which do not exceed 12 mm diameter 25 mm cover maybe use. 

c) For a longitudinal reinforcing bar in a beam a cover not less than 25 mm nor less than the 

diameter of such rod or bar. 

d) For tensile, compressive, shear or other reinforcement in a slab a over not less than 12 mm nor 

less than the diameter of such reinforcement. 

e) For any other reinforcement not less than 12 mm nor less than the diameter of such 

reinforcement. 

f) For all external works for work against earth faces and also for internal work where there exists 

particular corrosive conditions. The cover of the concrete shall be increased 12 mm beyond the 

figure given below (a to 2) 

R.7.3 

Punoti Kh. - 116 -

Where because of splicing, the thickness of concrete in between reduces to less than the maximum 

size of the aggregate of concrete with reduced maximum size of the aggregate, shall be used so as to 

allow development of bond in the splices. The extra cost of such special concrete shall be deemed to 

have been included in the unit rate for the main concrete and shall be paid at the same rate. 

R.8: ADDITIONAL IMPORTANT POINTS FOR ATTENTION 

I) Before the reinforcement bars are fixed in position lit shall be verified as to whether are of the 

specified grade, size and are cut and bent in accordance with the relevant drawings and 

specification. For any mistake, the contractor shall be solely responsible and shall made himself 

liable for all rectifications of mistake at his risk and cost. 

II) Reinforcement bars shall be accurately placed and secured in positions by means of built in 

concrete blocks, metallic chairs, hangers spacers or other suitably approved device at sufficient 

close intervals so that they will not sag between supports and shall not be displaced during 

placing of concrete or any operation of work. 

III) Before standing concreting, the contractor shall ascertain that the measurement of the 

reinforcement placed have been recorded by the authorize representative of the dept. and the 

Engineer-in-charge at his discretion may order dismantling and reconstruction of the work where 

necessary. The Engineer-in-charge or his authorized representative shall record the fact of his 

having checked and approved the reinforcement in the order book kept on the work before 

allowing concerting to commence. 

Punoti Kh. - 117 -

R.9: MODE OF MEASUREMENTS 

The reinforcement shall be paid as the weight on Kg/Qtl. Of the actual quantity of steel reinforcement 

placed in the structure arrived at by measuring the length of the bars multiplied by the standard weight 

per unit length for the particular diameter of bar (as shown in the bar bending schedule) The standard 

weights of the bars shall be as follows. 

Diameter of bar in mm. Weight in kg/m 

6 0.22 

8 0.40 

10 0.60 

12 0.90 

16 1.60 

18 2.00 

20 2.50 

22 3.00 

25 3.80 

28 4.80 

32 6.30 

36 8.00 

40 9.90 

45 12.50 

50 15.40 

In case of deformed bars, the weight per unit length for a bar for specified diameter (in nominal size 

will be as shown in the manufacture catalogue). The issue of deformed bars to the contractor and the 

payment to the contractor will be done on the basis of weight given by the manufactures. 

This shall include the quantity in laps, hooks and bends. It shall not include weight of metallic chairs, 

hangers spacers or other suitable devices, if use. The length of bar shall be measured to the nearest 10 

cm. A fraction less than 5 cm shall be neglected and fraction of 5 cm or more shall be taken as 10 cm. 

The cost of the wire used for tying the reinforcement shall be deemed to be included in the rate for the 

item of reinforcement and shall not be paid separately. The item rate shall be exclusive of chair, 

hanger, space etc. Separate measurements for supports steel shall kept and payment shall be made at 

issue rate per schedule “A” Surplus steel in pieces longer than 2,.50 m out of the steel issued to the 

contractor will be taken back at the rate at which it was issue to the contractor The convenience to the 

placer of original issue of steel being at the contractor cost. The contractor shall return such cut pieces 

to the department periodically. 

Punoti Kh. - 118 -

SECTION - 10 

MISCELLANEOUS 

DEWATERING ARRANGEMENT FOR FOUNDATION: 

1: SCOPE 

The item shall include all dewatering work required in a manner herein after specified. 

1.2: DESIGN ETC 

The contractor shall arrange sufficient number of water pumps (of sufficient horse power) for 

dewatering within reasonable period. 

1.3 CONTRACTOR TO DEWATER WHENEVER REQUIRED 

1.3.1: The area under all works pertaining to the structure and appurtenance and the adjoining areas 

as necessary shall be maintained free from water. The area shall also be maintained free from water 

after any part of the work is completed, for inspection, safety, and installation by Government or for 

any other reasons determined as necessary by the engineer-in-charge. The contract shall pump all 

water from the site of the works and shall keep the foundation free of water, while excavating, 

concreting and placing masonry and continue to keep the work, free of water for period as may be 

required for proper setting or mortars or concrete etc., or otherwise required for completion of works. 

1.3.2 The contractor shall not be entitled to any claims or damages on account of or by reason of 

any amount of water leaking through, under or around the coffer dams, diversion or protective works 

or overtopping of the diversion works, or from the construction sluice. 

The river will be diverted through the portion of masonry spillway or by suitable diversion in 

order to enable earth-work of the dam to progress, ahead of the masonry dam. Any percolation caused 

due to this shall be covered by the rate for item concerned. 

The contractor shall provide and maintain temporary bulk heads to protect galleria shafts and 

other openings in the structures from possible flooding from any reason whatsoever. 

Punoti Kh. - 119 -

1.4: REPAIRS AND REMOVAL OF DIVERSION CHANNEL, COFFER DAM 

ETC. 

After having served their purpose the temporary bulk heads shall be removed to the extent 

directed by the engineer-in-charge from time to time. 

The diversion channel, coffer dams, etc. are likely to be damaged due to floods or any other 

reason. If they are so damaged they shall be done without extra cost to the satisfaction of the 

engineer-in-charge. Such removal or repair work shall be done in such manner as not to damage any 

permanent works. 

1.5: CLOSURE OF DIVERSION WORKS ETC. 

The method of closure of diversion channel, shall be subject to the approval of the engineer-incharge 

and at no extra cost. 

1.6: DAMAGE DUE TO FLOOD 

If any foundation parts are filled due to floods or flow, during the progress of work or during 

rainy season, or due to any other cause, all pumping required to dewater the pit and desalting shall be 

done without any extra cost. If for any reasons of planning of excavation, the foundation pits get filled 

they shall be dewatered and desalting under the scope of this item. 

1.7: REMOVAL OF COFFER DAMS AND CLOSING OF DIVERSION CUTS 

ETC. 

1.7.1: All coffer dams and other protective works constructed for facility of dewatering shall be 

removed after they have served their purpose in a manner and to the extent directed by the engineerin-charge 

from time to time. All the diversion works or diversion cuts shall be closed in a likewise 

manner. The coffer dams on the up-stream may however, be allowed to be submerged at the 

discretion of the engineer-in-charge. If however, such submergence in the opinion of the engineer-incharge 

is likely to be detrimental to the structure or a part of it the upstream cofferdam shall be 

removed in a manner and to the extent directed by the engineer-in-charge. All the timber and other 

materials which will float in water shall be carefully removed away from the location of outlets of 

sluices so that they shall not find way in the outlet conduit gate, trash racks, etc., on flooding of the 

upstream. 

1.7.2 : The down-stream coffer dam shall be removed in such a manner as not to interfere with 

the satisfactory working of the energy dissipation arrangements outlets, K.T.Weir, etc. 

1.8: NO CLAIM IF PONDING IS DONE 

Ponding shall be done by the department upstream of the masonry dam at intermediate stages 

and water diverted from the lake into the river for irrigation purposes. The contractor shall have no 

claim on account of any additional dewatering and diversion of flow required to be done because of 

such ponding and such additional dewater in and diversion of flow stands included in item concerned. 

The contractor shall not be entitled to any claims on account of interference with and interruption 

caused to many temporary roads, quarries or temporary camp, submerged or inaccessible by such 

ponding. 

4.1 DRAINAGE PIPE : 

4.1.1 POROUS DRAIN SHAFT : 

The item includes providing and fixing in position precast concrete blocks in cement mortar 1:4 

proportion with formed hole of 100 mm.. Diameter for drainage shaft with all leads rand lifts etc. 

complete as per specifications. 

4.1.2 : The work covered by this item shall consist of furnishing all equipment, material and labour 

for the manufacture, transport, placing and curing for 20 cm. Diameter porous concrete pipe blocks 

Punoti Kh. - 120 -

transport and erection of the pipe elements and performing all the functions necessary and ancillary 

thereto including finishing the pipes as directed by the Engineer-in-charge. 

4.1.3 GENERAL : 

The diameter specified is the internal diameter of a cement concrete block of which the size will 

be 60 cm. x 60 cm. 

4.1.4 The length of each shall be as ordered by the Engineer-in-charge : 

4.1.5:- PROPORTION AND PRECASTING : 

The pipes shall be cast in porous concrete of proportion 1:4 (cement : aggregate) the porosity 

and permeability of the pipes shall be as directed by the Engineer-in-charge. The pipe shall be subject 

to approval prior to insTallation. The maximum, size of well graded aggregate to be used will be 20 

mm. 

4.1.6 :- CARE TO BE TAKEN TO AVOID CLOGGING OF PIPES ETC : 

Care shall be taken to avoid clogging of the pipes during progress of work. Should any pipes 

became clogged or obstructed from any cause before final acceptances of the work, it shall be cleaned 

out in a manner approved by the Engineer-in-charge. No. porous which has been damaged shall be 

used In the work. 

4.1.7:- MODE OF MEASUREMENT AND PAYMENT : 

Mode of measurement shall be on running meter basis. The rate includes its cost and fixing with 

necessary connections for the completed item of work. 

2.1: PROVIDING EARTH BACK FILL 

2.1.1: EARTH BACK FILL 

Earth back fill is define as the embankment constructed in the vicinity of concrete or masonry 

structures by utilization of the suitable excavated material either directly of by re-handling or from 

quarried borrow material without extra cost, whenever the excavated materials fails to satisfy the 

specification requirements. 

2.1.2 : The decision of the Engineer-in-charge regarding the suitability of materials for earth back 

fill shall be final and binding upon the contractor. 

The characteristic of back fill shall be in general conformity with the zoning of the dam and 

satisfy the necessary filter criteria. 

2.1.3: CONTROL COMPACTION 

Control of placement shall be based on the, proctor test of soil compaction with modification 

approved by the Engineer-in-charge. Optimum moisture content shall be predetermined in the 

laboratory. Dry and wet densities, shall be controlled by filed tests to assess the degree of compaction. 

The dry density shall in no case be below 95% of the standard proctor density. 

2.1.4 : MOISTURE CONTENT 

Moisture content shall be controlled by necessary operations such as sprinkling, mixing and 

pending in borrow area drying by exposure, so as to attain the optimum moisture content uniformly 

through out the layer. The moisture content shall be within 2% (two percent) of the optimum moisture 

content as determine in the laboratory. If the filed moisture content is beyond the range of moisture 

content prescribed, the rolling operation and adding of further layers shall be deferred till the 

prescribed moisture content is obtained. 

2.1.5 : METHOD OF COMPACTION AND PLACEMENT 

Punoti Kh. - 121 -

The materials shall be placed in continuous horizontal layers of not more than 15 cm. in 

thickness and shall be compacted as specified below. The laying and compactions hall be or as 

directed by the Engineer-in-charge. 

Rolling shall be done by tamping rollers when each layer of material has been suitably 

conditioned. In parts of the structures in accessible to rolling equipment the compaction shall be done 

by mechanical tamping equipment approved by the Engineer-in-charge. The compaction standard 

specified in para 5.3 shall be satisfied irrespective of the equipment used. 

2.1.6 : MEASUREMENTS 

The measurements shall be on the basis of cubical contents of the compacted fill. The rates 

shall include all necessary lifts and leads. 

2.1.7 : BACKFILL WITH RANDOM SOIL 

This item covers all excavated or quarried material suitable for backfill which shall be placed 

as per paragraph above. 

Punoti Kh. - 122 -

2.1.8: BACKFILL OF IMPREVIOUS MATERIALS 

The impervious material should have sufficiently low coefficient of permeability and at the 

same time desired dry density and shear strength measured in the laboratory selected materiel shall be 

quarried as directed by the Engineer-in-charge. The backfill shall be placed as per paragraph above 

and paid as per paragraph above. 

4.1 PROVIDING AND FIXING G .1. PIPES RAILING : 


The item refers to the provision of mild steel angle. I or T section posts and G.I. pipe railing as 

shown in the working drawings. 

4.1.2 MATERIAL : 

1) Mild Steel Angles. I or T as per the item shall be of sizes shown on planes. 

2) Anchor bolts, nuts and check nuts to be as per I.S.No.1149-1964 and of the shape and size 

shown in the drawinsg or as ordered by the Engineer-in-charge . 

3) Galvanized iron pipes of the diameter as shown in the drawings with couplings shall be of 

the standard type .The diameter shall be the inside bore diameter. 

4.1.3 CONSTRUCTION : 

The railing shall be constructed as per the detailed drawings. 

The angle iron, I or T section shall be fixed to the projecting anchor bolts which shall be placed 

in accurate position at the time of concreting of the slab and or kerb and fastened securely by means 

of nuts and check nuts. Three rows of G.I pipes with coupling shall then be fixed on each side to lines 

, levels and curves as directed by the Engineer and passing through the holes cut in the angle, I or T . 

It should not be possible to remove the pipes easily. All ragged edges of posts shall be smoothened by 

filling. The pipes & posts shall then be painted with one coat of red lead and two coats of approved 

shade good oil paint. 

4.1.4 ITEM TO INCLUDE : 

1) Providing and fixing angles, I or T, as mentioned in the item bolts, nuts galvanized iron 

pipes with coupling including painting. 

2) All labour, materials, accessories, use of equipment, tools, plant, scaffolding etc. necessary 

for the completion of the item satisfactorily. 

4.1.5 MODE OF MEASUREMENT & PAYMENT : 

The contract rate shall be for one meter length of the railing completed. The railing shall be 

measured between the inside of the end pillars over the abutments . 

Punoti Kh. - 123 -

15.1 PROVIDING M.S. FOOT BRIDGE : 

15.1.1 SCOPE : 

The item includes fabrication of bridge laying and fixing in position including necessary 

materials, tools and labour required etc. complete. 


The bridge should be made from M.S. angle as directed, as per I.S. specification. The width of 

the bridge should be minimum 1 meter for easy movement. Cross angle railing should be provided at 

least 1 meter in height, or as directed. Welding should be done with approved quality welding rods. 

15.1.3. GENERAL : 

The M.S. sheet of required width should be welded properly in line with the angles. The joints, 

if any. Should be properly welded or bladed with sufficient over laps & supports be arranged at the 

joints. The bridge should be painted with approved quality of anticorrosive paint. 

15.1.4 MODE OF MEASUREMENT AND PAYMENT : 

The measurements shall be in length of finished portion only. All pictures and fastening are 

supposed to be included in the item, put to tender. The rate shall be for per meter length of finished 

portion put to tender. 

16.1 PROVIDING STEEL LADDER :- 

16.1.1 SCOPE : 

The item includes fabrication of ladder and fixing in position including material, tools plants and 

labour required etc. complete. 


The ladder should be made from M.S. Angle of size 40x40x6 mm. as per I.S. specification 

Welding should be done with approved quality of weldings rod. 


The steps should be properly welded by properly fixing in holes and at equal intervals for easy 

climbing. The joints in the ladder should properly be welded or bolted with sufficient overlaps and 

suitable support be arranged at the joints. The ladder should be laid inclined (as directed) for easy 

climbing. The ladder should be painted with approved quality of paint including base coat as directed. 

3.1: PROVIDING AND FIXING GUARD STONES 

3.1.1: SCOPE 

The item includes all tools, plants, labour and materials required for preparing transporting 

painting of guard stone of size 2010 x 2010 x 750 mm. and performing all the functions necessary and 

ancillary thereto. 

Punoti Kh. - 124 -

3.1.2: MATERIALS 

The stone shall be of the specified type of the stone and of the standard size and shape. The 

portions of the stones exposed above the ground shall be rough tooled as directed. The stones shall be 

embedded in 1:4:8 cement concrete up to 0.3 mete/ below the ground. The exposed part of the stone 

shall be given two coats of white wash & if necessary suitable words and figures painted on it are as 

directed by the Engineer-in-charge. Any excavation necessary for fixing of the guard stone and laying 

of the cement concrete bedding shall be done by the contractor at his cost. 

3.1.3: MODE OF MEASUREMENT AND PAYMENT 

Contract rate shall be for one guard stone fixing in position as mentioned here in before. The 

measurement shall be for the number of guard stones fixed in position. 

3.1.4 : Painting to Gauge Plates: - Painting to Gauge Plates in stilling basin and body should be as 

specified by the Engineer-in-charge. 

3.1.5 Mode of Payment: - Mode of Payment shall be made on square meter basis. 

6- PROVIDING R.C.C. HUME PIPE : 

6: SCOPE OF ITEM : 

The item shall consist of all tools equipments, materials and labour, transportation etc. required for providing, 

laying and joining 900mm, 300mm mm. diameter R.C.C. hume pipe above conduct as shown in Drawing including all 

operation within the indent and purpose of item. 

6.1.2 MATERIALS : 900mm, 300mm MM. DIAMETRE R.C.C. HOME PIPE (Np2) :- 

This shall be 900mm, 300mm mm. diameter (inner) of 2 to 3 meter in length. This casting of hume pipe 

reinforcement form work shall confirm to the standard specification and shall be of durable good quality approved 

make. 

6.1.3 DETAIL OF ERECTION AND FIXING : 

1) All the pipes, fitting and appliances shall be free from cracks before fixing and shall be undamaged in all 

respect during and after fixing. Any damage shall have to be rectified satisfactorily. 

2) Leak Proof jointing and efficient functioning of the pipes shall be ensured. Any extra treatment, necessary 

shall be carried out without any extra claims. 

3) All cutting and wastage of pipes involved in fitting them shall be included in the rate. 

4) Diameter of pipe specified in the item shall be the diameter of inside bore. 

5) All the pipes fixtures and all other materials to be used shall be approved quality. 

6) All the pipes shall be used in standard length of 2 to 3 m. as far as possible. Cut lengths may need, where 

necessary to make the extra length. Each of the pipe shall be got approved from the Engineer-in-charge , 

before placing in position. 

7) At the joint of two pipes the collar shall be properly fixed and the circumferential joints shall be covered with 

c.c.l:2 and other jointing material so as to make it leak proof. 

8) The pipes so erected shall be supported properly for its full length. It shall be in specified line, level and 

slope, Indicated in drawing, or as instructed by the Engineer-in-charge. 

9) Fixing and erection of the pipes as specified above, shall be got approved before the pipe is encased with 

concrete or masonry as the case may be. 


The rate shall be for one Rmt of pipe fixed. The measurement shall be overall for fitting along the center line from 

end to end with all leads and lifts, including bend portion. 

7.00 PROVIDING AND FIXING IN POSITION M.S. OUTLET GATE: 

15.1.1 SCOPE : 

Punoti Kh. - 125 -

The item includes fabrication of M.S. Gate for K.T.Weir outlet of size 0.3 x 0.30 m including fabricating, 

welding, transporting, painting the gate with two coats of anticorrosive paint including fixing the gate in c.c. 

1:3:6 including necessary materials, tools and labour required etc. complete. 


The M.S. Gate should be made from M.S. angle as directed, as per I.S. specification. The width of the M.S. 

Gate should be minimum 0.3 x 0.3 meter for easy working. The handle should be provided at least 0.6 meter in height, 

or as directed. Welding should be done with approved quality welding rods. 

15.1.3. GENERAL : 

The M.S. sheet of required width should be welded properly in line with the angles. The joints, if any. Should be 

properly welded or bladed with sufficient over laps & supports be arranged at the joints. The Gate should be painted 

with approved quality of anticorrosive paint. 


The measurements shall be in per number of No. Gate only. All fixtures and fastening are supposed to be included 

in the item, put to tender. The rate shall be for per number of gate of finished portion put to tender. 

Punoti Kh. - 126 -

SECTION - 11 

SECIFICATION 

Providing,Fabricating and Erecting S.G. and E.G.embedment,E.G.Hoisting arrangement and Ladder approach 

bridge. 

1.0 GENERAL 

1.1 The work shall be carried out as per IS-800-1962 or its latest revisions with amendment Nos. 1 

& 2 

1.2 All worksmanship & finish shall be of first class quality in every respect and shall confirm to 

the best accepted standard of practice, methods of fabrications, transportation and erection, shall be 

such that finished structure is free from defect or injuries which tender it unfit for use or make it 

unsightly, and shall be in accordance with the provisions hereinafter contained in these specifications. 

The greatest accuracy shall be observed to ensure that all parts will properly fit together on erection. 

1.3 

 

Sr.No. Member Material Remarks 

1 Track Plate Wear Resistant 

Tiscral 

2 Track Grider 

3 Back Plate 

4. Lining Plate 

5 Guide Tee 

6 Sill Beam 

7 Corner Angles 

8 Angle Cleat 

9 Anchor Bolts 

Structural steel 

confirming to IS 

226-1969 

Hardness of Track 

plate is tobe Bhn 

Minimum 

10 Seal Seat plates Stainless Steel 

Plate confirming to 

Brass plate can 

also be used 

11 Seal Seat base 

IS 1570-1972 

12 Welding pads Structural steel 


226-1969 or 1977- 

1969 

13 Skin plate 

14 Horizontal Girders 

15 Vertical Stiffeners 

16 Stem Rod 

17 Guide Bracket 

18 Guide Tee 

19 Seal Base 

20 Seal Clamp plate 

21 Backing plate 

Structural steel 


226-1969 

Punoti Kh. - 127 -

22 End Vertical 

23 Vernier plate 

24 Locking plate 

25 Cover plate 

26 Cover plate for Roller 

27 Roller wheel Cast steel IS 1030- 

1974 

28 Roller pin Cast steel IS 1030- 

1974 

29 Seals Plain Rubber seal 

IS 4622-1978 

30 Lifting pin for Bracket Structural steel 


226-1969 

31 Fabricated Bearing with Taper No. 30209 

roller Bearing 

32 Single Thirst Bearing No.SKF 51226 

Grade 30 to 57 

2.0 FABRICATION 

2.1 Welding shall be carried out in accordance with I.S. 816-1956. Following precautions shall be 

taken in carrying out the welding operations. 

i) Welding and work shall be protected from wind and weather 

ii) 

iii) 

iv) 

Welds should be made in the flat position wherever possible. 

Adequate steps shall be taken to maintain the correct bar length, rate of travel, current and 

polarity for the type of electrode and nature of work. 

Structural steel shall not be painted or oiled off any areas where welding is to be done and shall 

be well cleaned to remove any paints, scale or rust and expose original clean metal surface 

immediately before welding. 

v) The members shall be securely held in position by means of tack - welds, service bolts, clamps, 

or jigs before commencing welding so as to prevent any relative movement due to distortion, 

wind other causes. When wind or manual handling is lable to distractions the work shall be 

securely held in approved frames or jigs. 

vi) 

vii) 

viii) 

Freedom of movement to one member of joint shall be allowed wherever possibles. No but 

joint shall be welded without allowing one component freedom of movements of the order of 2 

mm. 

The sequence of welding shall be such that when possible, the member which offers great at 

resistance to compression are welded first. 

The welding of a joint shall be so arranged that resulting tensile and compressive stresses 

produced by each portion of the weld tends to balance each other. The stop back method shall 

be adopted for continuous runs. Fusion faces may be out to the required shape by shearing, 

chipping, machining or machine gas cutting. Hand cutting by gas may be substitued for 

machine gas cutting only if the latter is impracticable. The cutter shall be adequately guieed so 

Punoti Kh. - 128 -

ix) 

xi) 

xi) 

xii) 

that the cut edge is clean and uniform. If the fusion face is clean rough, it shall be dressed by 

chipping, filling or grinding in a satisfactory manner. 

Wleds showing slag inclusions, porogity or lack of proper peretration shall be cut out and 

rewelded. Overlap of the top of the weld and under cutting of the parent metal should be 

avoided and where present to a serious extent, shall be rectified. 

All slag shall be removed from each run before another run is superimposed and from the final 

run. When cold the final run shall be protected with clean boiled linseed oil and shall not be 

pointed until approved by the Engineer-in-charge. 

Grinding of finished weld is permitted provided the weld is not reduced below the prescribed 

section. 

All welds which have not been ground shall be acrubble with a 10% 5 solution of hydrochloric 

acid which shall be satisfactorily washed off with water before the paint is applied unless alkali 

resisting paint is used. 

3.0 ERECTION 

3.1 General 

Provision of I.S. 800-1952 generally apply. The work of erection shall be considered as 

beginning with the receiving and unloading off all required material at the nearest rail road 

siding of point of delivery to the work and shall include unloading, handling, string, erecting, 

rivetting, adjusting & painting the complete steel structure, including all facilities, tools, 

equipment, labour and expenses incindental thereto. Erection in the field will be by bolting, 

revetting and are welding or by any combination of these as shown in the drawing or as 

otherwise directed. 

4.0 DAMAGE TO MATERIAL 

4.1 Care shall be taken in handling and erecting all materials and in properly supporting them at all 

times so that no 

In the event of any damage which cannot be corrected in the field, the material shall be 

returned to be fabricating shop for alternation of furnishing of new parts as necessary. 

4.2 Where such corrections are necessary in view of negligence on the part of the contractor, the 

cost of all handing transport and repairs, etc. shall be on the contractor's account. 

4.3 No erection work shall be started on damaged materials. If any that is otherwise to be 

incorporated in the work, has been satisfactorily corrected or replaced. 

Punoti Kh. - 129 -

5.0 FIELD VERIFICATIONS 

5.1 Before beginning the work of erection the location of anchor bolts, hinges and other metal 

embedded in concrete or masonry or rock, etc. shall have been verified and it shall have been 

assured that all soats. foundations and masonry structures are at the proper elevation, are truly 

levelled and have the proper clearance between the steel work and masonry or concrete or 

rock, etc. as the case may be. 

5.2 Also no erection work shall be started unless otherwise permitted, until all members and 

material needed for that particular location are correctly available at the site of erection or in 

nearby storage. 

5.3 The work will be inspected by Mechanical Organisation time to time. 

6.0 FURNISHING 

6.1 Provision regarding fabrication, direction, etc. for structural steel work as detailed above shall 

generally apply. 

6.2 The joints shall be welded unless otherwise specified all exposed welds shall be ground 

smooth. 

6.3 Materials used and methods of construction shall be subject to the approval of the Engineer-incharge. 

6.4 Special junction pieces shall be used at the joints. 

All finished work shall be free from dents, twists, cracks and other defects. 

Suitable block outs shall be left in primary concrete of floors, staircases, etc. and fixtures for 

vertical legs of railing shall be erected in positions and embedded in secondary concrete. Cost 

of provision of block-outs and latter filling them with secondary concrete shall be deemed to 

be included in the rate for metal railing and no separate payment shall be made on this account. 

6.0 PAINTING STRUCTURAL STEEL & METAL WORK 

6.1 Scope of work 

The work covered by this item shall consist of furnishing all equipment, material & labour and 

performing, all the functions necessary & ancillary thereto including all finishing, scaffolding, 

etc. as directed by the Engineer-in-charge. 

6.2 Material 

a) Oil Paints :- Paint of primer & finishing coats shall confirm to the relevant I.S.S. for ready 

mixed oil paints brushing soft finish, for general purpose to Indian standard colour as directed 

Punoti Kh. - 130 -

y the Engineer-in-charge. The type and make of the paint shall be got approved by the 


Oil paints shall be thoroughly started with a clean stick before use & also while in use to keep 

pigment in uniform suspension. Sample colour boards shall be proposed by the Contractor at 

his cost and got approved by the Engineer-in-Charge before painting is started. 

b) Brushed : The brushes to be used shall be a specified by the manufacturer of the paint & got 

approved by the Engineer-in-charge. 

c) Scaffolding : The contractor shall provide all scaffolding required for the work. This shall be 

adequately safe for the loads likely to come during construction. 

6.3 Preparation of the Surface 

The surface to be painted shall be thoroughly cleaned free from dirt, dust, etc. by brushing & 

washing down with clean water. All coats of grease, oil paint, etc. shall be removed by 

approved methods. 

Punoti Kh. - 131 -

6.4 Application. 

a) Oil Paints : Paint shall be applied only when the surface has become dry & hard. Paint shall 

not be applied when air is misty. 

Paint shall be worked in the crevices and corners by brushing. All runs and sage be brushed 

out. 

The paint shall be applied as to produce a uniform even coating over the entire surface free 

from streaks, pitting, wrinkles & other irregularies. Sufficient time shall be allowed for one 

coat of paint to dry before next is applied. 

6.5 Painting work shall generally consist of one priming cost of red lead or red oxide if iron as 

directed by the Engineer-in-Charge given in the shop and two finishing coats of shalimast 

anticorrosive black H.d. paint or ready mixed oil paint as directed by the Engineer-in-Charge. 

7.0 MEASUREMENT AND PAYMENT 

Measurement of finished structure will be measured nearest to the full centimeter, of individual 

member of the structure. The weight of individual steel members of the structure shall be 

calculated as per standard weight or specified weight. The weight shall be calculated nearest 

to Kilogram. The payment shall be made on Number basis. 

2% of the total amount will be deducted from the bills for the Inspection and clearance 

from the Mechanical Organisation. 

Punoti Kh. - 132 -

SECTION - 12 

RULES FOR BLASTING OPERATIONS 

GENERAL 

1) The contractor shall acquaint himself with all applicable laws and regulation concerning storing, 

handling and the use of explosives. All such laws, regulations and rules etc., as are current from 

time to time shall be binding upon the contractor. 

2) The provisions detailed in these rules are supplementary to the above laws, rules and regulations 

etc., and are applicable except where the conflict with the above mentioned laws etc. from time 

to time. Further the engineer-in-charge may issue modifications, alterations or new instructions 

from time to time. The contractor shall comply without the same being made a cause for any 

claims. 

MATERIALS 

3) All materials explosives, detonators, fuses, tamping materials etc., that as proposed to be used in 

the blasting operations, shall have the prior approval of the engineer-in-charge. 

4) Black powder and safe explosives (as commonly current in India) shall be used wherever 

possible. Explosives with Nitroglycerin shall only be under exceptional circumstances and where 

the above explosives are not effective. 

5) The use of fuse with only one protective coat is prohibited. The fuse shall be sufficiently water 

resistant to be unaffected when immersed in water for thirty minutes. The rate of burning of the 

fuse shall be uniform and less than 4 second per 2.5 cms of length with 10% tolerance on either 

side. 

Before use, the fuse shall be inspected and the moist, damaged or broken ones discarded. The 

rate of burning of all types of fuses, or when they have been in stock for long, shall be tested 

before use. 

6) The detonators used shall be capable of giving effective blasting of the explosives. Moist or 

damaged shall be discarded. 

PERSONNEL 

7) Excavation by blasting will be permitted only under person’s supervision of competent and 

licensed and trained workmen. 

8) All supervisors’ ad workmen in charge of making up, handling storage and blasting work, shall 

be adequately insured by the contractor. 

9) The storage shall be in charge of a very reliable person approved by the engineer-in-charge, who 

may, if necessary, cause police enquiry being made as to his reliability, antecedents, etc. The 

contractor shall have to produce a security for the person in charge of explosives if and as 

required by the engineer-in-charge or the civil authorities of the District. 

10) The contractor shall make sure that his supervisors and workmen are fully conversant with all 

the rules to be observed in storing, handling and use of explosives. It shall be assured that the 

supervisor in charge is thoroughly acquainted with all the details of the handling of the blasting 

operations. 

STORAGE OF EXPLOSIVES 

Punoti Kh. - 133 -

11) The contractor shall build a magazine, for storing the explosives. The site of the magazine its 

capacity and design shall be subjected to approval by the engineer-in-charge and the inspector of 

explosives before the construction is taken up as a rule, the explosives should be stored in a 

clean, dry, well ventilated, bullet proof and fire proof building on the isolated site. 

12) The explosives, detonators and fuses shall each to be separately stored. 

13) A careful and day to day account of the use of explosives shall be kept by the contractor in an 

approval register and in an approved manner. The register shall be produced by the contractor 

for the inspection of the engineer-in-charge when so required by the latter, the engineer-incharge 

may also pay a surprise visit to the storage magazine in case of any unaccountable 

storage of the explosives or if the account is not found to have been maintained in a manner 

prescribed by the engineer-in-charge, the contractor shall be liable to be penalized with forfeiture 

of the security deposit lodged by him with the government of his tender shall be cancelled in 

which case he shall not be entitled to any compensation for the losses etc. The action taken under 

this clause shall be in addition to that which might be taken by the competent civil authorities in 

a court of law. 

14) The magazine shall at all times, be kept scrupulously clean. 

15) No unauthorized person shall at any time, be admitted inside the magazine. 

16) The magazine shall, when not in use of authorized person, be kept well and securely locked. 

17) The magazine shall on no account be opened during or in the approach of thunderstorm and no 

person shall remain in the vicinity of the magazine during such period. 

18) Magazine shoes without nail shall at all time be kept in the magazine and wooden tub or cement 

tub about 30 cm high and 45 cm in diameter, filled with water shall be fixed near the door of the 

magazine. 

Person entering the magazine must put on the magazine shoes which shall be provided by the 

contractor for the purpose and be careful. 

i. Not to put their feet on the clean floor unless they have the magazine shoes on. 

ii. 

Not to allow the magazine shoes to touch the ground outside the clean floor. 

iii. Not to allow any dirt or grits to fall on the clean floor. 

19) Person with bare feet, shall before entering the magazine, dip their feet in water and then step 

direct from the tub over the barrier (if there be one) on the clean floor. 

20) A brush or boom shall be kept in the lobby of the magazine, for clearing out the magazine on 

each occasion it is opened for the receipt, delivery or inspection of explosives. 

21) No matches or inflammable material shall be allowed in the magazine, lights shall be obtained 

from an electric storage battery lantern. 

22) No person having article of steel or iron on him shall be allowed to enter the magazine. 

23) Workmen shall be examined before they enter the magazine to see that they have none of the 

prohibited articles on their person. 

24) Oil cotton rages, waste articles liable to spontaneous ignition shall not be allowed inside the 

magazine. 

25) No tools or implements other then those of copper, brass, gunmetal or wood shall be allowed 

inside the magazine. All tools shall be used with extreme gentleness and care. 

Punoti Kh. - 134 -

26) Boxes of explosives shall not be thrown down or dragged along the floor and shall be stacked on 

wooden trestles. Where there are white ants the legs of the trestles should rest on shallow copper 

lead or brass bowls, containing water. Open boxes of dynamite shall never be exposed to the 

direct rays of the sun. 

27) Empty boxes of loose packing material shall not be kept inside the magazine. 

28) The magazine shall have a lightening contractor which shall be got tested at least once a year by 

an officer authorized by the engineer-in-charge, the testing fee shall be charged on the contractor 

which will be Rs. 20/- for each inspection. The contractor shall within 15 days comply with all 

the recommendations made by the officer testing the lightening conductor failing which, the 

engineer-in-charge shall be entitled to comply with the same at the contractor’s expense which 

shall not be open to question or may consider any action that he may consider fit. 

29) A notice shall be hung near the store prohibiting entrance of unauthorized persons. 

30) The following shall be hung in the Lobby of magazine. 

a) A copy of the rules both in English and in the languages which the workers concerned are 

familiar with. 

b) A statement showing the up to date stock in the magazine. 

c) A certificate showing the last date of testing the lightening conductor. 

d) A notice that smoking is strictly prohibited. 

31) The magazine will be inspected at least twice a year by the officer or engineer-in-charge who 

will see that all the rules are strictly complied with. He will notify all omissions etc., to the 

contractor, who shall rectify the defect within a period of 15 days from the date of receipt of the 

suitable notice failing which, the engineer-in-charge may take whatever action be considers fit. 

USE OF EXPLOSIVES 

32) For the transport of the explosives and detonators between the store and the site closed and 

strong container made of soft material such as timber, zinc, copper, leather and the like shall be 

used. 

33) Explosives and detonators shall be carried in separate boxes and transported separately for the 

conveyance of primers special containers shall be used. 

34) Boxes and containers used shall be kept well closed. 

35) Explosives shall be stored and used chronologically to ensure the one, received being used first. 

36) A make up house shall be provided at each working place in which made up by an experienced 

man as required. The make up house shall be separated from magazine building. Only electric 

storage battery lamps shall be used in this house. 

37) No smoking shall be allowed in the make up house. 

Punoti Kh. - 135 -

DISPOSAL OF DETERIORATED EXPLOSIVES 

38) All deteriorated explosives shall be disposed of in approved manner. The work of the 

deteriorated explosives to be disposed of shall be intimated to the engineer-in-charge prior to its 

disposal. 

PREPARATION OF PRIMERS 

39) The primers shall not to be prepared near open flames or fires. The work of preparation of 

primers shall always he entrusted to same persons. Primers shall be used as soon possible after 

they are ready. 

CHARGING OF HOLES 

40) The work of charging shall not commence before all the drilling work at the site is completed 

and the supervisor has satisfied himself to that effect by actual inspection. 

41) While charging open lamps shall be kept away. For charging with powdered explosives naked 

flames shall not be allowed. 

42) Only wooden tamping rods, without any kind of metal on them shall be allowed to be used. 

43) Bore holes must be of such size that the cartridges can easily pass down them. 

44) Only one cartridge shall be inserted at a time and gently pressed home with the tamping rod. The 

sand, clay or other tamping material used for filling the hole completely shall not be tamped too 

hard. 

BLASTING 

45) Blasting shall be carried out during fixed hours of the day which shall have the approval of the 

engineer-in-charge. The Blasting hours once fixed shall not be altered without prior written 

approval of the engineer-in-charge. 

46) The site of blasting operations shall be prominently demarcated by red danger flags. The order of 

fire shall be given only by the supervisor in charge of the work and this order shall be given only 

after giving the warning to leave their work immediately at the first warning signal and to make 

for safe shelter and not leave the shelter until the clear signal has been given. 

47) A bugle with a distinctive note shall be used to give the warning signals. The bugle shall not be 

used for any other purpose. All the labour shall be made acquainted with the sound of the bugle 

and shall be strictly warned to leave their work immediately at the first warning signal and to 

make for safe shelter and not leave the shelter until the clear signal has been given. 

48) All the roads and foot paths leading to the blasting area shall be watched. 

49) In special cases suitable extra precautions shall be taken. The engineer-in-charge may however, 

permit blasting for underground excavation without restriction of fixed time provided that he is 

satisfied that proper precautions are taken to give sufficient warning to all concerned and that the 

work of other agencies on the site is not unduly hampered. 

50) For lighting the fuses, a lamp with a strong flames such as carbide lamp shall be used. 

51) The supervisor shall watch the time required for firing the fuses and shall see that all the 

workmen are under safe shelters in good time. 

ELECTRICAL FIRING 

Punoti Kh. - 136 -

52) Only the supervisor-in-charge shall keep key of the firing apparatus and he shall keep it always 

with himself. 

53) Special apparatus shall be used as a source of current of the blasting operations. Power line not 

to be tapped for the purpose. 

54) All the detonators shall be checked before use. 

55) For blasts in one series detonators of the same manufacture and of the same group of electrical 

resistance shall be used. 

56) Such of the electrical lines as could constitute danger for work of charging shall be removed 

from the site. 

57) The firing cable shall have a proper insulting over so as to avoided short circuiting due to 

contract with water, metallic part of rock. 

58) The use of the earth as return line shall not be permitted. 

59) The firing cable shall be connected to the source of current only after ascertaining that nobody is 

in the area of blasting. 

60) Before firing the circuit shall be checked by a suitable apparatus. 

61) After firing whether with or without an actual blast the contact between firing cable and the 

source of current shall be cut off before any persons are allowed to leave the shelters. 

62) During storms charging with electrical detonators shall be suspended. The charges already 

placed into the holes shall be blasted as quickly as possible after taking all safety precautions and 

giving necessary warning signals. If this is not possible the sight shall be abandoned till the 

storm has passed. 

PRECAUTIONS AFTER BLAST AND MIS-FIRES 

63) If it is suspected that part of the blast has failed to fire or is delayed, sufficient time shall be 

allowed to elapse before entering the danger zone. When fuses and blasting caps are used a safe 

time should be allowed and then the supervisor alone shall leave the shelter to see the misfire. 

64) Drilling near the hole that has misfired shall not be permitted until one of the two following 

operations have been carried out by the supervisor. 

i) The Supervisor should very carefully (when the tamping is of damp clay) extract the 

tamping with a wooden scraper or jet of water or compressed air (using a pipe of soft 

material) withdraws the fuse with the primer and detonator attached. A fresh primer and 

detonator with fuse shall then be placed in this hole and fire. 

ii) The Supervisor shall get one foot of the tamping cleared off and indicate the direction by 

placing stick in the hole. Another hole may then be drilled at 230 mm away and parallel to 

this hole, should then be charged and fired. The balance of the cartridges and detonators 

found in the rock be removed. 

65) Before leaving his work, the supervisor should inform the supervisor of the relieving shift of any 

action of misfire and shall point out the position with a red cross denoting the same and also 

state what step, if any he has taken in the matter. 

66) The supervisor shall at once report to the office all cases of misfire, the cause of the misfire, the 

steps taken in connection therewith. 

67) The name of the supervisor in charge of day or night shift maybe noted daily in the contractor’s 

office. 

Punoti Kh. - 137 -

68) If misfire has been found to be due to defective detonator or dynamite the whole quantity of box 

from which the defective article was taken must be returned to the authority as may be directed 

by the engineer-in-charge for inspection to ascertain whether the whole box contains defective 

material. 

69) Redrilling the holes that have misfired either wholly or partly shall not be permitted. 

70) Precautions after blasting:- After the blast, the supervisor shall carefully inspect the work and 

satisfy himself that all the charges have exploded. 

71) After the blast has taken place in underground works, the workmen shall not be allowed to face 

till all the toxic gases are evacuated from the face. 

Punoti Kh. - 138 -

SECTION - 13 

ROYALTIES 

The contractor shall arrange for the materials from approved quarries. It is necessary for 

the contractor to obtain permission from Revenue Authorities or other relevant authorities before 

removing the materials failing this no claims on account of penalities leived by revenue authority on 

contractor or department will be entertained & all quarry fees,royalities,octroi dues ,ground 

rent,private land ,material charges & if any penalities thereof shall be paid by contractor. If the 

government desired to acquire quarry for the use of Government work, it would be so acquired and 

the contractor would be required to pay the royalties as per the Government procedures. The 

contractor shall abide by the procedure regarding royalty for materials ")*AG 6, ")*,# ( 

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Punoti Kh. - 143 -

Punoti Kh. - 144 -

Abstract Village Patkhed 

Sr. No. Sub Work Name Amount 

1 Construction of R.C.C. Supply Well 1940428.00 

2 Hoisting Arrangment 132004.00 

3 Switch Room 134686.00 

4 90 mm Dia 6 Kg / cm PVC Pipe Rising Main 478907.00 

5 E S R 23000 Lit Capacity & 12.0 Mt Hight 725848.00 

6 MISCELLANEOUS WORK 299288.00 

7 Distribution System 648394 

8 Providing & Erecting Pumping Machinery 150959.00 

9 

Total 4510514 

Punoti Kh. - 145 -

DESCRIPTION 

Item No. 1 

Excavation in general in soft material comprising of soft soil, soft 

murum, sand, hard murum with boulders in wet or dry condition 

for Supply Well for lift 0 to 1.50 M and lead of 150 M including 

barricading, guarding, disposing off surplus excavated stuff within 

a radius of 0.5 km as directed by Engineer-In-Charge, etc. 

complete excluding refilling. 


Name of Work :- WATER SUPPLY SCHEME AT PATKHED 

Name of Sub Work :- Construction of R.C.C. Supply Well 

Schedule B 

Qty 

Rate In 

fig. Rate In Words. Unit AMOUNT 

Lift 0 to 1.50 M 271.99 259.00 Rs. Two Hundred Fifty Nine Only Cum 70445.00 

Lift 1.50 to 3 M 234.77 280.40 Rs. Two Hundred Eighty & Fourty Paise Only Cum 65830.00 

Lift 3 to 4.50 M 199.9 301.80 Rs. Three Hundred One & Eighty Paise Only Cum 60330.00 

Item No. 2 

Excavation in general in hard material comprising of soft rock, 

hard rock, Manjara rock etc. by blasting/ controlled blasting, 

chiselling as required in wet or dry condition for Supply Well for 

lift 0 to 1.50 M & lead of 150 M including barricading, guarding, 

disposing off surplus excavated stuff within a radius of 0.5 km as 

directed by Engineer-In-Charge excluding refilling 

Lift 4.50 to 6 M 184.33 609.20 Rs. Six Hundred Nine & Twenty Paise Only Cum 112294.00 

Lift 6 to 7.50 M 93.95 630.60 Rs. Six Hundred Thirty & Sixty Paise Only Cum 59245.00 

Lift 7.50 to 9 M 93.95 652.00 Rs. Six Hundred Fifty Two Only Cum 61255.00 

Lift 9 to 10.50 M 93.95 673.40 Rs.Six Hundred seventy Three & Fourty Paise 

Only 

Cum 

65276.00 

Lift 10.5 to 12 M 93.95 694.80 Rs.Six Hundred Ninty Four & Eighty Paise Only Cum 65276.00 

Lift 12 to 13.5 M 117.81 716.20 Rs.Seven Hundred Sixteen & Twenty Paise 

Only 

Cum 

84376.00 

Lift 13.5 to 15 M 117.81 737.60 Rs.Seven Hundred Thirty Seven & Sixty Paise 

Only 

Cum 

86897.00 

Item No. 3 

Providing and laying in situ following grade of C.C. of trap/ 

granite/ quartzite/ gneiss metal for foundation and bedding

including dewatering, formwork, compacting and curing, finishing 

etc. complete.PCC 1:3;6 6.44 4658.50 Rs.Four Thousand Six Hundred Fifty Eight Only Cum 30016.00 

DESCRIPTION 

Item No. 4 

Providing and casting in situ following grade of C.C. of trap/ 

granite/ quartzite/ gneiss metal of approved quality for R.C.C. 

works as per detailed drawings and designs or as directed by 

Engineer-in-charge including normal dewatering, centering, 

formwork, compaction, finishing the formed surfaces with C.M. 

1:3 of sufficient minimum thickness to give a smooth and even 

surface wherever necessary or roughening if special finish is to 

be provided and curing, etc. complete. 

Qty 

Rate In 


A) Beam (M-150) 

Rs.Seven Thousand Seven Hundred & 

Lift 5.to 10 M 10.74 7979.20 Fourteen Only Cum 85687.00 

B) Vertical Wall (M-150) 

Lift 0 to 5 M 50.11 7864.50 Rs. Seven Thousand Eight Hundred Sixty Four 

& Fifty Paisa Only Cum 394125.00 

Lift 5 to 10 M 3.94 8608.40 Rs. Eight Thousand Six Hundred Eight & 

Seventy Nine Paise Only Cum 33896.00 

C) Top Beam (M-150) 

Lift 0 to 5 M 2.47 7311.79 

Item No. 5 

Providing and fixing in position steel bar reinforcement of various 

dia. for R.C.C. piles, caps, footings, foundations, slabs, beams, 

columns, canopies, staircases, newels, chajjas,lintels, pardies, 

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 etc. 

complete. 


Rs. Six Thousand Nine Hundred Eighty Four & 

Seventy Nine Paise Only Cum 18060.00 

Rs. Fifty Eighty Thousand Five Hundred Sixty 

Eight Only 

Lift 0 to 5 M 4.207 58568.00 M.T. 246381.00 

Lift 5 to 10 M 1.17 61496.40 Rs. Sixty One Thousand Four Hundred Ninty 

Six & Fourty Paise Only 

M.T. 

72203.00 

Item No. 6 

Dewatering the excavated trenches and pools of water in the 

building/ trench area by using pumps and other devices including

disposing of the water to safe distance as directed by Engineerin-charge 

(including cost of machinery, labour, fuel) etc. 

complete. 

DESCRIPTION 

Item No. 7 

Providing and fixing in well steining, 80 mm dia. A.C./P.V.C. pipe 

weep holes 1.5 M c/c staggered, pipe sloping outside well 

steining so as to prevent sand coming alongwith water current 

including cost of all jointing materials and labour involved with all 

leads and lifts etc. complete. 


Bhp/Hr. 

2400.00 59.90 Rs. Fifty Nine & Ninty Paise Only 

143760.00 

Rate In 

Qty fig. Rate In Words. Unit AMOUNT 

50.00 168.00 Rs. One Hundred Sixty Eight Only Rmt 8400.00 

Item No. 8 

Providing and fixing in position C.I. dapuri steps or 22 mm dia. 

M.S. bar steps with proper anchorage etc. and providing and 

applying 3 coats of anti-corrosive paint etc. complete as directed 

by Engineer-In-Charge. 

15.00 356.00 Rs. Three Hundred Fifty Six Only No 5340.00 

Item No. 9 

Providing and filling around the well boulders filling of selected 

variety and size of boulders, including cost of all materials, 

labour, transportation etc. complete with all leads and lifts. 114.55 748.00 Rs. Seven Hundred Fourty Eight Only Cum 85683.00 

Item No. 10 

Filling in plinth and floors/ trenches with approved excavated 

materials from foundation in 15 cm to 20 cm layers including 

watering and compaction complete. 763.73 59.00 Rs. Fifty Nine Only Cum 45060.00 

Item No. 11 

Drilling of vertcal Trial bore well of 150 mm dia. to required depth 

including transportation charges of required machinery as 30.00 266.00 Rs. Two Hundred Sixty Six Only Rmt 

directed. 

7980.00 

Item No. 12 

Providing and erecting 140 mm dia. PVC casing etc. complete. 12.00 301.00 Rs. Three Hundred One Only Rmt 3612.00 

Item No. 13 

Carrying out recuperation/yield test for ascertiting the discharge 

of constructed well/ excavated profile as directed byengineer in 

changes. The test carried out by drawing down water from the 

well/ profile below normal/subsoil water level upto full depth rise 

is water level is recorded. the normal w2ater level/subsoil water 

level in the well/profile as well as strainer/suction level at pump 

as per desing of W.S. scheme shall be recroded prior. to the test 

including cost of all materals overthead, laborers etc. completee

as directed. 

7.00 3214.00 

Rs. Three Thousand Two Hundred Fourteen 

Only 

Day 

22498.00 

Item No. 14 

DESCRIPTION 

Qty 

Rate In 


Dismentelling The RCC work 1:2:4 & sorting out the materials 

such as stell etc as directed & stacking them within the specified 

lead as directed 9.29 700.00 Rs. Seven Hundred Only Day 6503.00 

Total Rs. 1940428.00 

Sectional Engineer Sub Divisional Engineer 

Rural Water Supply Z.P Sub Dn Rural Water Supply Z.P Sub Dn 

Akola Akola 

Punoti Kh. - 149 -

Item No. 1 

DESCRIPTION 

Providing structural steel work in single stanchions composed of 

RSJ, channel, etc. with caps, bases, mild steel plates, angles, 

brackets, cleats, gusset plates, anchor bolts etc. as per detailed design 

and drawing or as directed by Engineer-In-Charge, including cutting, 

fabrication, hoisting, erecting, fixing in position, making riveted/ 

bolted/ welded connections and one coat of anticorrosive paint and 

over it two coats of oil painting etc. complete. 



Name of Sub Work :- Hoisting Arrangment 

Schedule B 

Item No. 2 

Providing and fixing M.S. chequerred plate flooring of 6 mm thickness 

supported on M.S. angles (25 x 25 x 5 mm size) including welding, 

cutting and fabricating the plate to the required square or round shape, 

making holes in the plate including providing and applying 3 coats of 

anticorrosive paint etc. complete as directed by Engineer-in-charge. 12.72 3623.00 

Item No. 3 

Qty 

Rate In 


1.05 59054.00 Rs. Fifty Nine Thousand Fifty Four Only M.T. 61856.00 

Rs. Three Thousand Six Hundred Twenty 

Three Only Sq.M 46085.00 

Providing and fixing G.I. pipe railing having 1.0 m height consisting of 

50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 m c/c and 

additional posts at every corner with 2 rows of 25 mm dia. G.I. pipes of 

medium class variety as horizontal & painting with 3 coats of 

anticorrosive oil paint of approved colour and shade including cost of 

all labour, trans-porting bends to curved shapes etc. complete 22.40 918.00 Rs.Nine Hundred Eighteen Only Rmt 20563.00 

Item No. 4 

Providing and fixing in position M.S. ladder 0.50 M wide consisting of

75 x 10 mm M.S. flats as stringers and 16 mm dia. bars in double rows 

as steps placed at 25 cm c/c including cost of material & labour 

involved, welding, anchoring and applying 3 coats of anti-corrosive 

paint etc. complete as directed. 

2.50 1400.00 Rs. One Thousand Four Hundred Only Rmt 3500.00 

Total Rs 132004.00 

DESCRIPTION 

Item No. 1 

Excavation for foundation in earth, soils of all types, sand, gravel and 

soft murum, including removing the excavated material upto a distance 

of 50 m. beyond the building area and stacking or spreading as 

directed, preparing the bed for the foundation and necessary back 

filling, ramming, watering, including shoring and strutting as necessary 

complete. 



Name of Sub Work :- Switch Room 

Schedule B 

Qty 

Rate In 


10.81 100.00 Rs. One Hundred Only Cum 1081.00 

Item No. 2 

Providing soling using 80 mm size granite / quartzite / gneiss / trap 

metal in 15 cm. layer including hand packing filling voids with sand / 

grit, ramming, watering etc complete. 3.90 712.10 Rs. Seven Hundred Twelve & Ten Paisa 

Only Cum 2774.00 

Item No. 3 

Providing and laying in situ, cement concrete M-10/(1:3:6) of 

trap/granite/quartzite/gneiss metal for foundation and bedding 

including plywood/steel formwork bailing out water, compacting, 

finishing uneven and honeycombed surface, curing etc. complete. The 

Cement Mortar 1:3 plaster is considered for rendering uneven and 

honeycombed surface only. Newly laid concrete shall be covered by 

gunny bag, plastic, tarpaulin etc. (Wooden centering will not be 

allowed.) 

P.C.C. 1:3:6 (M-100) 

0.87 3064.30 

Rs. Three Thousand Sixty Four & Thirty 

Paisa Only Cum 2673.00

Item No. 4 

Providing and laying in situ cement concrete of required grade of trap / 

granite/ quartzite / gneiss metal for R.C.C. work in foundations like raft, 

grillages, strip foundations and footings of R.C.C.columns and steel 

stanchions including bailing out water, plywood/steel formwork, 

compaction, curing and roughening the surface if special finish is to be 

provided, finishing uneven and honeycombed surface with C.M. 1:3 of 

sufficient minimum thickness to give smooth and even surface etc. 

complete. (Excluding reinforcement and structural steel,etc including 

cover block) The Cement Mortar 1:3 plaster is considered for 

rendering uneven and honeycombed surface only. Newly laid concrete 

shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden 

centering will not be allowed) 


1.05 4669.20 

Rs. Four Thousand Six Hundred Sixty nine 

& twenty Paisa Only Cum 4921.00 

Item No. 5 

Providing and casting in situ cement concrete of required grade of trap 

/ granite /quartzite/ gneiss metal for R.C.C. columns as per detailed 

design and drawings or as directed, including steel centering, 

plywood/steel formwork, compaction, finishing uneven and 

honeycombed surface with C.M. 1:3 of sufficient minimum thickness to 

give a smooth and even surface or roughening the surface if special 

finish is to be provided and curing etc. complete. Including use of 

plastisizer wherever necessary as directed by Engineer (Excluding 

reinforcement, including cover block). The Cement Mortar 1:3 plaster 

is considered for rendering uneven and honeycombed surface only. 

Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin 

etc. (Wooden centering will not be allowed) 

Rs. Six Thousand Eight Hundred Ninteen & 

Twenty Paisa Only 

A) R.C.C. Columns (M-150) 1.04 6019.20 Cum 6241.00 

B) R.C.C. Beams & Lintel 1.48 5684.20 Rs. Five Thousand Six Hundred Eighty 

Four & Twenty Paisa Only Cum 8433.00 

Rs. Six Thousand Two Hundred Nine & 

twenty Paisa Only 

C) R.C.C. Chajjas (M-150) 0.22 6209.20 Cum 1378.00 

D) R.C.C. Slab(M-150) 

2.21 5319.20 Rs. Five Thousand Three Hundred Ninteen 

& Twenty Paisa Only Cum 11744.00 

Item No. 6 

Providing and fixing in position steel bar reinforcement of various dia. 

for R.C.C. piles, caps, footings, foundations, slabs, beams,

columns, canopies, stair-cases, newels, chajjas, lintels, pardies, 

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 etc. complete. 

(including cost of binding wire) 

Item No. 7 

Providing second class Burnt Brick masonry with conventional/ I.S. 

type bricks in cement mortar 1:6 in super structure including striking 

joints, racking out joints wateringand scaffolding complete. 

0.60 60500.00 Rs. Sixty Thousand Five Hundred Only M.T. 36324.00 

Rs. Four Thousand Three Hundred Fifty 

Seven & Fifty Paisa Only 

5.71 4357.50 Cum 24865.00 

Item No. 8 

Providing internal cement plaster in a single coat in cement mortar 1:5 

without neeru finish to concrete or brick surface in all positions 

including scaffolding and curing complete. 

12 mm th in CM 1:4 (inside) 34.41 133.10 

Rs. One Hundred Thirty Three & Ten Paisa 

Only Sqm 4579.00 

12 to 15 mm th in CM 1:4 (Outside) 

56.09 294.10 Rs.Two Hundred Ninty Four & Ten Paisa 

Only Sqm 16495.00 

Item No. 9 

Providing and laying cement concrete flooring 40 mm thick with 1:2:4 

cement concrete laid to proper level and slope in alternate bays, 

including compacting, PVC/ Glass/Aluminum strips at joints, marking 

lines to give appearance of tiles of 30 cm x 30 cm or other size laid 

diagonally/square etc. finishing smooth(with extra cement) in any 

colour as directed and curing complete. 

Item No. 10 

Providing and fixing 18 guage M.S. sheet door with frame work 40 x 40 

x 6 mm M.S. Angle including locking arrangements, hold fast including 

applying anticorrossive primer coat of red lead paint and 2 coats of oil 

paint complete. 

Item No. 11 

Providing and fixing steel frame of angle 40 x 40 x 5 mm size with 16 

mm dia bars for windows, mild steel bar horizontally at 10 cm C/C for 

ventilator portion and 15 cm C/C for remaining portion with M.S. plate 

size 40 x 6 mm vertical at centre including iron holdfasts boxes for 


6.48 188.90 Rs. One Hundred Eighty Eight & Ninty Paisa 


1.80 1825.00 Rs. One Thusand Eight Hundred Twenty Five 

Only Sqm 3285.00

fixing 40 x 6 mm fixing shutter including welding, finishing, painting 

with two coats of oil paint etc. complete (without/ with 

ventilator)(Sample to be got approved from Ex. Engineer before use) 1.89 1420.00 Rs. One Thusand Fopur Hundred Twenty 


Item No. 12 

Providing and applying colourwash of approved colour and shade in 

three coats to new surface including scaffolding and preparing the 

surface by brushing and brooming down (including base coat of white 

wash) etc. complete. 

31.85 14.00 Rs. Fourteen Only Sqm 446.00 

Item No. 13 

Providing and applying whitewash in two coats on old / new 

plastered or masonry surfaces and asbestos cement sheets 

including scaffolding and preparing the surface by brushing and 

brooming down complete. 

Item No. 14 

Providing and applying two coats of water proof cement paint of 

approved manufacture and of approved colour to new plastered 

surfaces including scaffolding if necessary, cleaning and 

preparing the surface, watering for two days complete. (Sample 

and brand is to be got approved from Ex. Engineer before use) 

Item No. 15 

Filling in plinth and floors with approved excavated materials in 

15 cm. to 20 cm. layers including watering and compaction 

complete. 


7.50 7.50 Rs. Seven & Fifty paisa Only Sqm 56.00 

56.09 40.00 Rs. Fourty Only Sqm 2243.00 

4.79 50.00 

Rs. Fifty Only Cum 240.00 

Item No. 16 

Providing electrification to the Switch Control Room Job 3000.00 Rs. Three Thousand Only Job 3000.00 

Total Rs 134686.00 



Akola Akola


NAME OF SUB-WORK :- 90 mm Dia 6 Kg / cm PVC Pipe Rising Main 

Schedule B 

DESCRIPTION 

Qty 

Rate In 


Item No. 1,2,3,4 364.50 46656.00 

Excavation for foundation/ pipe trenches in earth soils of all 

types, sand, gravel and soft murum, HMB, Soft roch & Hard rock 

by Blasting including removing the excavated material upto a 

distance of 50 meters & lifts as below, stacking & spreading as 

directed, normal dewatering, preparing the bed for foundation 

and excluding backfilling etc. complete.(Average Rate) 

324.00 46332.00 

81.00 36369.00 

40.50 24260.00 

810.00 153617.00 

810.00 189.65 Rs.one Hundred Eighty Nine & Sixty Five Cum 153617.00 

Paisa Only 

Item No. 5 

Providing and supplying in standard lengths ISI mark rigid 

unplasticised P.V.C. pipes suitable for potable water with solvent 

cement joints including cost of couplers, as per IS specification 

no. 4985/ 1988 including all local and central taxes, 

transportation, freight charges, inspection charges, loading, 

unloading conveyance to site and stacking the same in closed 

shed duly protected from sun rays and rains including cost of 

jointing material i.e. solvent cement etc. complete.(Self fit to be 

jointed with cement solvent) 

90 mm 6 kg/ cm 1050.00 133.00 Rs.One Hundred Thirty Three Only Rmt 139650.00 

Item No. 6 

Lowering, laying and jointing PVC pipes with specials of 

following diameter and class including cost of conveyance from 

stores to site of work, cost of labor, giving satisfactory hydraulic 

testing as per IS code etc. complete. (With cement solvent joint) 

90 mm 6 kg/ cm 1050.00 33.00 Rs.Thirty Three Only Rmt 34650.00 

Item No. 7 

Providing I.S.I. mark C.I. pipes of following class and diameter 

including all local and central taxes, octroi, inspection charges, 

conveyance upto site of work, etc. complete. 

80 mm dia C I Pipe Class LA 30.00 900.00 Rs.Nine Hundred Only Rmt 27000.00 

Punoti Kh. - 155 -

DESCRIPTION Qty 

Rate In 


Item No. 8 

Lowering, laying and jointing C.I. pipes and specials of following 

class and diameter including conveyance upto site of work, all 

labor, giving satisfactory hydraulic test etc complete either 

underground or in vertical position, as directed by Engineer-incharge. 

80 mm dia C I Pipe Class LA 30.00 50.00 Rs. Fifty Only Rmt 1500.00 

Item No. 9 

Providing and supplying at site of work C.I./ PVC/ G.I. specials 

suitable for above said pipes including all taxes, freight charges, 

octroi, loading, etc. complete. 

unloading, conveyance to store at site of work, 

Rs.Seven Thousand Six Hundred & Ninty 

L S 7699.00 Nine Only L S 7699.00 

Item No. 10 

Providing and supplying ISI mark C.I.D.F. sluice valves of 

following dia. including all taxes (Central & Local), railway freight, 

insurance, unloading from railway wagon, loading into truck, 

transport to site, unloading, stacking, etc. complete. 

80 mm dia Sluice Valve ( PN-1 ) 2.00 5116.00 Rs.Five Thousand One Hundred & Sixteen 

Only 

Item No. 11 

Lowering, laying and jointing in position following CIDF Sluice 

valves including cost of all labor, jointing material, including nut 

bolts and giving satisfactory hydraulic testing etc. complete. 

No. 

10232.00 

80 mm dia Sluice Valve ( PN-1 ) 2.00 1440.00 Rs.One Thousand Four Hundred Fourty Only No. 2880.00 

Item No. 12 

Providing and supplying I.S.I. mark air valves as per IS-10845 of 

approved make and quality including all taxes (Central and 

Local), railway freight, inspection charges, unloading from railway 

wagons, loading into trucks, transportation upto site, unloading & 

stacking etc complete. 

25 mmdia single ball C I Air Valve ( PN-1 ) 2.00 1022.00 Rs.one Thousand & Twenty Two Only No. 2044.00 

Item No. 13 

Punoti Kh. - 156 -

Lowering, laying and fixing CI air valve in proper position and 

alignment as directed including cost of conveyance from stores to 

site of work, cost of all jointing material, labor, giving satisfactory 

hydraulic testing etc. complete. 

25 mmdia single ball C I Air Valve ( PN-1 ) 2.00 180.00 Rs.One Hundred & Eighty Only No. 360.00 

DESCRIPTION Qty Rate In fig. Rate In Words. Unit AMOUNT 

Item No. 14 

Providing & fixing in position air valve shaft incl providing & fixing 

GI pipe 6mm th MS pipe shaft 2.70mlong over ranch flange of air 

valve tee providing PCC block of M150 as shown in type design 

together with providing & making flanged joints wherever 

required & fixing air valve over the shaft excludingcost of air 

valve tee etc complete as per type design as directed by 

Engineer-in-charge 

Up To 150 mm 2.00 4636.00 Rs. Four Thousand Six Hundred Thirty Six No. 

Only 

9272.00 

Item No. 15 

Providing & constructing B.B. masonry valve chamber with 15 

cm thick 1:3:6 proportion PCC bedding, including excavation, 

B.B. masonry in C.M. 1:5 cm thick precast RCC frame & cover 

etc complete as directed by Engineer-in-charge 

90*45*1.2 

Item No. 16 

Refilling the trenches with available excavated stuff with soft 

material first over pipeline and then hard material in 15 cm layers 

with all leads and lift including consolidation, surcharging etc. 

complete. 

Item No. 17 

2.00 7435.00 Rs. Seven Thousand Four Hundred Thirty 

Five Only 

837.59 59.00 Rs. Fifty Nine Only 

No. 

14870.00 

Cum 49418.00 

Providing & Laying in situ 1:2:4 (m-100) grade of cc of 

trap/granite/quartizate metal for RCC work as per detailled 

designs incl dewatering formwork compacting & curing finishing 

the formed surface with CM 1:3 smooth etc complete 6.08 4233.00 

Rs. Four Thousand Two Hundred Thirty Three 

Only Cum 25715.00 

Total Rs. 478907.00 

Punoti Kh. - 157 -



Akola Akola 


NAME OF SUB-WORK : E S R 23000 Lit Capacity & 12.0 Mt Hight 

Schedule B 


Item No:-1 

Designing (aesthetically), and constructing RCC elevated 

service reservoirs of following capacity with RCC staging 

consisting of columns, internal and external bracings spaced 

vertically not more than 4.5 meters centre to centre including 

excavation in all types of strata, foundation concret, cement 

plaster with water proofing compound to the inside face of the 

container including refilling disposing ofthe surplus 

stuffwithinalead of 5Ometers, all labour and material charges 

including lowering, laying, erecting, hoisting and jointing of pipe 

assembly of inlet, outlet, washout, overflow and bypass 

arrangements as per departmental design, providing and fixing 

accessories such as M.S. ladder, C. I.manhole frame and covers 

water level indicatiors, lightening conductor, G I. pipe railing 

around walk wayand top slab, providing spiral staire case from 

ground level to roof level, M.S.Grill gate of 2 Mtrs height with 

locking arrangement, B.B. masomy chambers for all valves, 

ventilating shafts, providing and applying three coats of cement 

paint to the structure ineluding roof slab and epoxy paint to 

internal surface & antitermite treatment for underground parts of 

the structures and giving satisfactory water tightness test as per 

I.S. code, The job to include painting the name of the scheme 

and other details on the reservoir as per the directions of 


a) ESR 23,000 liters capacity staging 12m Bearing capacity 1.00 601220.00 

Item No. 2 

Providing and supplying ISI standard CI double flanged pipes 

including all taxes (Central and local), railway, freight, insurance, 


Rs.Six Lac OneThousand Two Hundred & 

Twenty Only No 601220.00

unloading from ailway wagon, loading into truck transport to 

stores I stie, unloading etc complete as directed by Engineer-incharge. 

(MJP-CSR 2012-13 It. No. 5/P. No, 52) 

80 mm Dia 22.00 1419.00 Rs.One Thousand Four Hundred Ninteen Only Rmt 31218.00 

100 mm Dia 30.00 1753.00 

Rs.One Thousand Seven Hundred Fifty Three 

Only Rmt 52590.00 

Item No.3 

Providing and supplying ISI standard CI flanged / S& S specials 

includin2 all taxes (Central and local), railway freight, insurance, 

unloading from railway wagon, loading into tmcktransportto 

depermental store site, unloading stacking etc. complete. D/F 

Specials above 150mm dia. 

Item No. 4 

Providing and errecting C.I. D/F sluice valves with jointing to 

pipe work (including all handware and picking), spindle of 

stainless stee and as per requirements excluding CC. foundation 

support for rating class 150 (working pressure 20 Kg/cm2 

300.00 73.60 Rs.Seventy Three & Sixty Paisa Only Only Kg 22080.00 

80 mmCIDF Sluice valve 1.00 5116.00 Rs.five Thousand One Hundred Sixteen Only No 5116.00 

100 mmCIDF Sluice valve 2.00 6812.00 Rs.One Thousand Five Hundred Five Only No 13624.00 

Total Rs. 725848.00 



Akola Akola 

Punoti Kh. - 159 -


NAME OF SUB-WORK : - Distribution System 

Schedule B 


Item No. 1,2,3,4 555.86 71150 

Excavation for foundation/ pipe trenches in earth soils of all 432.34 61824 

types, sand, gravel and soft murum, HMB, Soft roch & Hard rock 185.19 83194 

by Blasting including removing the excavated material upto a 

61.76 36996 

distance of 50 meters & lifts as below, stacking & spreading as 

1235.15 Rs. Two Hundred Four & Ninty Seven Paisa 

directed, normal dewatering, preparing the bed for foundation 

253164 

and excluding backfilling etc. complete. 

1235.15 204.97 Only 

Cum 

253164.00 

Item No. 5 

Providing and supplying in standard lengths ISI mark rigid 

unplasticised P.V.C. pipes suitable for potable water with solvent 

cement joints including cost of couplers, as per IS specification 

no. 4985/ 1988 including all local and central taxes, 

transportation, freight charges, inspection charges, loading, 

unloading conveyance to site and stacking the same in closed 

shed duly protected from sun rays and rains including cost of 

jointing material i.e. solvent cement etc. complete.(Self fit to be 

jointed with cement solvent) 

110 mm Dia 4 Kg. 480.00 124.00 Rs. One Hundred Twenty Four Only Rmt 59520.00 

90 mm Dia 4 Kg. 1143.00 91.00 Rs. Ninty One Only Rmt 104013.00 

Item No. 6 

Lowering, laying and jointing PVC pipes with specials of 

following diameter and class including cost of conveyance from 

stores to site of work, cost of labor, giving satisfactory hydraulic 

Punoti Kh. - 160 -

testing as per IS code etc. complete. (With cement solvent joint) 

110 mm Dia 4 Kg. 480.00 29.00 Rs. Twenty Nine Only Rmt 13920.00 

90 mm Dia 4 Kg. 1143.00 25.00 Rs. Twenty Five Only Rmt 28575.00 

Item No. 7 

Providing I.S.I. mark C.I. pipes of following class and diameter 

including all local and central taxes, octroi, inspection charges, 

conveyance upto site of work, etc. complete. 

100 mm Dia class LA 12.00 1128.00 Rs.One Thousand One Hundred & Twenty Rmt 

Eight Only 

13536.00 

80 mm Dia class LA 12.00 900.00 Rs. Nine Hundred Only Rmt 10800.00 


Item No. 8 

Lowering, laying and jointing C.I. pipes and specials of following 

class and diameter including conveyance upto site of work, all 

labor, giving satisfactory hydraulic test etc complete either 

underground or in vertical position, as directed by Engineer-incharge. 

100 mm Dia class LA 12.00 59.00 Rs. Fifty NineOnly Rmt 708.00 

80 mm Dia class LA 12.00 50.00 Rs. Fifty Only Rmt 600.00 

Item No. 9 

Providing and supplying at site of work C.I./ PVC/ G.I. specials 

suitable for above said pipes including all taxes, freight charges, 

octroi, loading, unloading, conveyance to store at site of work, 

etc. complete. 

Item No. 10 

Providing and supplying ISI mark C.I.D.F. sluice valves of 

following dia. including all taxes (Central & Local), railway 

freight, insurance, unloading from railway wagon, loading into 

truck, transport to site, unloading, stacking, etc. complete. 


L S 18787.00 

Rs.Eighteen Thousand Seven Hundred & 

Eighty Seven Only Job 18787.00 

100 mm dia Sluice Valve ( PN-1 ) 2.00 6812.00 Rs. Six Thousand Eight Hundred & Tweleve 

Only 

80 mm dia Sluice Valve ( PN-1 ) 4.00 5116.00 Rs. Five Thousand One Hundred & Sixteen 

Only 

No. 

No. 

13624.00 

20464.00

Item No. 11 

Lowering, laying and jointing in position following CIDF Sluice 

valves including cost of all labor, jointing material, including nut 

bolts and giving satisfactory hydraulic testing etc. complete. 

100 mm dia Sluice Valve ( PN-1 ) 2.00 1881.00 Rs.One Thousand Eight Hundred Eighty One No. 

Only 

3762.00 

80 mm dia Sluice Valve ( PN-1 ) 4.00 1440.00 Rs.One Thousand Four Hundred Fourty Only No. 5760.00 

Item No. 12 

Providing & Fixing CI Road Box Incl Loading Unloading & 

carting to site of work incl. allnecessary excavation in all types of 

strata & fixing in murum packing etc complete. 

100 mm * 225 mm 6.00 1449.00 Rs.One Thousand Four Hundred Fourty Nine 

Only 

No. 

8694.00 

Item No. 13 

Refilling the trenches with available excavated stuff with soft 

material first over pipeline and then hard material in 15 cm 

layers with all leads and lift including consolidation, surcharging 

etc. complete. 

Item No. 14 

Providing & Laying in situ 1:2:4 (m-100) grade of cc of 

trap/granite/quartizate metal for RCC work as per detailled 

designs incl dewatering formwork compacting & curing finishing 

the formed surface with CM 1:3 smooth etc complete 

1218.56 59.00 Rs. Fifty Nine Only Cum 71895.00 

4.86 4233.00 Rs. Four Thousand Two Hundred Thirty Three 

Only 

Cum 

20572.00 

Total Rs. 648394.00 

Punoti Kh. - 162 -



Akola Akola 


NAME OF SUB-WORK : MISCELLANEOUS WORK 

Schedule B 


Item No.1 : 

Commissioning, running and maintaining the scheme to 

quantities, rate capacity, including manning necessary personnel 

such as operator, valveman etc. as per requirements of the 

scheme and who should also administer chemical dose for a 

period of one month together with training of personal spared by 

local body & handing over the scheme to local body after 

complition of above period as directed by Engineer incharge 


Rs.Fourty Eight Thousand Thousand Five 

Hundred Seventy Two Only Job 194288.00 

For Twleve Month 4.00 48572.00 

Item No.2 : 

Horizontal bore In Well 120.00 875.00 Rs.Eight Hundred & Seventy Five Only Job 105000.00 

Total Rs. 299288.00



Akola Akola 



NAME OF SUB WORK : - Providing & Erecting Pumping Machinery 

Schedule B 


Item No. 1 

Providing, erecting and giving test of 150 mm dia.Submersible Pump 

sets conforming to I.S. 8034 & I.S. 9283. Pump shall be suitable for 

various delivery head and discharge with stainless steel pump shaft 

and bronze impeller Motor suitable for working on 415 +/- 10%, 3 Ph, 

50 Hz, A.C. supply, cable guard, thrust carbon/ fibre bearing to accept 

entire hydraulic thrust, waterproof winding shall be provided. The 

pump set shall be suitable for direct coupling. Pump shall have 

suitable outlet as per manufacturer’s design. Antithrust stream lined 

non return valve shall be provided with the pump. Suitable suction 

strainer shall also be provided. 3 core, single/double run copper 

conductor submersible type flat cable 3 m and 2 pairs of erection 

clamps shall be provided alongwith the pump. 4 BHP 

Rs.Twenty Eight Thousdand Three Hundred Twenty

2.00 28323.00 Three Only No 56646.00 

Item No. 2 

Supplying and erecting G.I.pipe ‘B’ class in position for drop pipe for 

Submersible pump including plumbing with sockets and necessary 

material. 50mm dia Heavy 40.00 422.00 Rs. Four Hundred Twenty Two Only Rmt 16880.00 

Item No. 3 

Providing, erecting C.I.D.F. Sluice valves with jointing to pipe work 

(including all hardware and packing) water works quality having nonrising 

spindle with hand wheel and without bypass arrangement, 

spindle of stainless steel as per requirement excluding c.c. foundation/ 

structural steel supports.80 mm dia 

2.00 6556.00 Rs. Six Thousand Five Hundred Fifty Six Only Each 13112.00 

Item No. 4 

Providing, erecting C.I.D.F. Reflux valves single door with jointing to 

pipe work (including all hardware and packing) water works quality 

with jointing to pipe without bypass arrangement with gunmetal seats 

excluding c.c. foundation/ structural steel supports.80mm 

2.00 5518.00 Rs. Five Thousand Five Hundred Eighteen Only Each 11036.00 

Item No. 5 

Supplying and erecting ‘ C.I. Specials in position with necessary 

material. 200.00 73.60 Rs. Seventy Three & Sixty Paisa Only Each 14720.00 

Item No. 6 

Supplying and erecting Pannel Board in position with necessary 

material. 1.00 28707.00 Rs. Twenty Eight Thousand Seven Hundred Seven Only Each 28707.00 

Item No. 7 

Supplying and erecting flat flexible 3 core PVC sheathed submersible 

type copper cable. 

3 core 4 sqmm 60.00 129.00 Rs. One Hundred Twenty nine Only Rmt 7740.00 

Item No. 8 

Supplying and erecting galvanized cast iron earth plate 60x60x0.6 cm 

buried in specifically prepared earth pit 1.5 m below ground level with 

30 kg Charcoal and Salt in alternate layers, necessary length of double 

G.I. earth wire 8 SWG connected to plate with cadmium plate, G.I. nut 

bolts 12 mm dia. with bituminous compound and run through 12 mm 

dia. G.I. pipe 3 m long, remaining portion of G.I. wire from surface of 

earth to switch gear in PVC pipe upto accessible height duly sealed at 

both ends by bituminous compound complete to the nearest switch 

gear with end socket as per direction and duly tested by earth tester 

and recording the results. 

Punoti Kh. - 165 -

1.00 1955.00 Rs. One Thousand Nine Hundred Fifty Five Only Each 1955.00 

Item No. 9 

Providing internal wiring of panels including all material. 1.00 163.00 Rs. One Hundred Sixty Three Only Each 163.00 

Total Rs. 150959.00 



Akola Akola 


Item No. 1 

Providing & Errectig 1.2 M High wire fencing with 5 rows of 

Barbed wire supported on MS angle ( 50*50*6mm) At 2.5 m C/c 

incl. excavating pits for foundation, fixing post in cement 

concrete 1:4;8 of size 45*45*45 cm fastening the wire & painting 

the MS angle with one coat of red lead primer & two coats of 

paintinf etc complete 

37.5 420 Rs Four Hundred & Twenty Only Rmt 15750 

Item No.2 : 

1 27324 

Providing & fixing Wicket Gate 1.0m wide for compound with 40mm 

Dia MS black pipe medium class, approved Grill work , RCC M150 

side pillars of 250mm *400mm*2.5 mt height its foundation, finishing, 

painting etc complete 

Rs.Twenty Seven Thousand Thousand Three Hundred 

Twenty Four Only NO 27324 

43074 

 

Punoti Kh. - 166 -

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