View Tender Document - e-Tendering

INDEXName of Work:Improvement to Surdi Sadola Majalgaon RoadKm. 5/00 to 10/00 MDR-30 Tq. MajalgaonDist. Beed (Actual Km. 5/600 to 9/200)Sr.No. Particulars Page No.From To1 Brief Tender Notice 1 22 Detailed Tender Notice 3 303 Agreement Form B-1 31 724 Additional General Conditions &73 132Specifications5 Price Variation Clause 133 1386 Schedule ‘A’ 139 1397 Quality Assurance Clause 140 1408 Conditions of Material Brought By141 144Contractor9 Schedule ‘B’ 145 15010 Work and site conditions 151 15111 Specifications for Bituminous Work 152 18012 Model Form for Bank Guarantee 181 18213 Declaration of the Contractor 183 18314 Drawings 184 184B -1 TenderIssued to Shri./ M/s. _______________________________________________as per D.R./T.R. No. ___________________________ Dated ______________Sr. Divisional Accounts Officer,To Executive Engineer,Public Woks Division, Ambajogai

E-TENDER NOTICE NO. ABJ/04/02/ 2013-2014 / INTERNAL NIT NO.PUBLIC WORKS DEPARTMENTOnline Tenders (e-tender) in B-1 form for the following work are invited by theExecutive Engineer, Public Works Division, Ambajogai. Phone No. 02446-247760.E-mail ambejogai.ee@mahapwd.com Government of Maharashtra ElectronicTender Management System http://maharashtra.etenders.inOnline bids are invited for the following works of items.The details can be viewed and downloaded online directly from the Government ofMaharashtra e-Tendering Portal http://maharashtra.etenders.in on Sub Portal ofPublic Works Department http://pwd.maharashtra.etenders.in.Sr.NoName of workEstimatedcost in(Rs.)Time limitforcompletion(Months)EarnestMoney in(Rs.)Cost ofBlanktenderform(Rs.)ClassofRegistration1 2 3 5 6 7 8Improvement to 60,86,550/- 12 60,900/- 5000/- Class-1Surdi SadolaMonthsIV(A) &Majalgaon RoadaboveKm. 5/00 to10/00 MDR-30Tq. MajalgaonDist. Beed (ActualKm. 5/600 toFor more details on the tender and bidding process you may please visit theabove mentioned portal.NOTE :1. All eligible/interested contractors are mandated to get enrolled on e-Tendering portal (http://maharashtra.etenders.in)2. To process the tenders online, to encrypt their bid and to sign the bidhashes, bidders are required to obtain digital certificate. For detailsbidders be contact Help Desk.3. Contractors can contact Help Desk for any clarification of their doubtsregarding the process of Electronic Tendering System. Help Desk atthrough Email ID support.gom@nextenders.com or Phone No. 020 - 25315555 / 56.4. Submission of original TDR for EMD, OR Attested exemptioncertificate for EMD, for distance certificate (if required) and DD forblank tender fees submitted on or before (one day opening ofEnvelope No.1) as per E-Tender time schedule date 15/08/2013upto 17.00 hoursExecutive Engineer,Public Works Division, Ambajogai(i)

GOVERNMENT OF MAHARASHTRAPUBLIC WORK DEPARTMENTOriginal Agreement No. B-1Name of Work:Improvement to Surdi Sadola Majalgaon RoadKm. 5/00 to 10/00 MDR-30 Tq. MajalgaonDist. Beed (Actual Km. 5/600 to 9/200)1) Name of Contractor : .........................................................2) Date of Receipt of Tender : .........................................................3) No. & Date of Work Order : .........................................................4) Amount put to Tender : Rs. 60,86,550.005) Percentage Quoted : .........................................................6) Amount of Contract : .........................................................7) Date of Commencement : .........................................................8) Time stipulated for completion of work 12 (Twelve) Calendar Monthsfrom the date of written order to start work, which will include themonsoon period.9) Date of Completion as per Agreement : ..............................................10) Actual Date of Completion : ..............................................11) Reference to sanction of Extension of time : 1) .........................2) .........................3) .........................Certified that this original Agreement containsPages 1 to .............Fly Leaves ............. Nos.Drawings ............. Nos.Signature of Contractor No. of Corrections Executive Engineer(3)

DETAILS OF WORKName of Work:Improvement to Surdi Sadola Majalgaon RoadKm. 5/00 to 10/00 MDR-30 Tq. MajalgaonDist. Beed (Actual Km. 5/600 to 9/200)Estimated cost put to tender Rs. 60,86,550.00Earnest Money Rs. 60,900/- (Rs. Sixty Thousand Nine Hundred Only)Term Deposit Receipt of Scheduled Bank/ State Bank/ Challan/ ValidE.M.D. exemption certificate duly attested shall be uploaded at the time ofsubmission. Total Security Deposit 4% (Four Percent) total security depositRs. 2,43,600/- (50% in cash at the time of Agreement and 50% from R.A.Bills) Time stipulated for Completion 12 Calendar Months which willinclude the monsoon period.To be filled by the ContractorI/We have quoted my/ our offer in percentage rate in words as well asin figures. I/We further undertake to enter into Contract in regular 'B-I'form in Public Works Department.Name of Signature of Contractors/Power of Attorney holder withcomplete address.Signature of Contractor No. of Corrections Executive Engineer(4)

E-TENDER TIME SCHEDULEEstimated cost put to tender : Rs. 60,86,550.00Earnest Money : Rs. 60,900.00Period of Completion of Work : 12 (Twelve) Calendar Monthsincluding monsoon seasonClass of Contractor : Class IV-A & aboveCost of Blank tender form : Rs. 5000/-Sr.Stage Start ExpireNo.Date Time Date Time1. Tender Release 24/07/2013 11.00 29/07/2013 17.002. Tender Download 29/07/2013 17.01 12/08/2013 17.303. Online queries invited-- 17.30upto4. Bid Preparation 29/07/2013 17.01 14/08/2013 14.005. Superhash Generation 14/08/2013 14.01 14/08/2013 17.30and Bid Lock.6. Control Transfer of Bid 14/08/2013 17.31 16/08/2013 14.007. Submission of Original15/08/2013 17.00EMD and DD of tender feeand other documents(Before 1 day opening ofEnvelope No.1)8. Envelope No.1 opening 16/08/2013 14.01 26/08/2013 14.00(Technical Envelope)9. Envelope No. 2 opening 16/08/2013 14.01 26/08/2013 17.30(Commercial Envelope)10. Tender award 26/08/2013 17.31 30/09/2013 17.30Signature of Contractor No. of Corrections Executive Engineer(5)

GOVERNMENT OF MAHARASHTRAPUBLIC WORKS DEPARTMENTINVITATION FOR TENDERSDETAILED TENDER NOTICEName of Work:Improvement to Surdi Sadola Majalgaon RoadKm. 5/00 to 10/00 MDR-30 Tq. MajalgaonDist. Beed (Actual Km. 5/600 to 9/200)Online percentage rate tenders in B-1 form are invited by the ExecutiveEngineer, Public Works Division, Ambajogai for the following work fromthe Contractor Registered in appropriate class of the Public WorksDepartment of Maharashtra State, The Name of Work , estimated cost,earnest money, security deposit, Time limit for completion etc. are asunder.Sr.NName of Worko.1 Improvement to SurdiSadola Majalgaon RoadKm. 5/00 to 10/00MDR-30 Tq. MajalgaonDist. Beed (Actual Km.5/600 to 9/200)EstimatedCost in Rs.EarnestMoney inRs.SecurityDeposit inRupeesTimeLimit inCalenderMonths60,86,550/- 60,900/- 2,43,600/- 12CalendarMonthsincludingMonsoonClassofContractorClassIV(A) &aboveTender form, conditions of contract, specifications and contract drawingscan be can be downloaded from the e-tendering portal of PublicWorks Department, Government of Maharashtra i.e.http://pwd.maharashtra.etenders.in after entering the details payment ofRs. 5,000/- ( Rupees five thousand only ) in the form of DD ofScheduled or Nationalised Bank in favour of Executive Engineer,Public Works Division, Ambajogai as per the Tender schedule. Furtherinformation regarding the work can be obtained from the above office.The Tender Fee in the form of DD Drawn in the name of ExecutiveEngineer, Public Works Division, Ambajogai / Attested EMD Exemptioncertificate should be submitted by hand in sealed covers addressed to theExecutive Engineer, Public Works Division, Ambajogai with the nameof the work written at the top of the envelope will be received in the officeof the Executive Engineer, Public Works Division, Ambajogai Phone:02446-247760 as per the Tender Schedule. Bids will be opened as perthe Tender Schedule, in the presence of such intending Tenderers orhis/ their authorized representatives who may be present at that time.Signature of Contractor No. of Corrections Executive Engineer(6)

1. TENDERING PROCEDURE: -1.1 Blank Tender Forms.Tender Forms can be downloaded from the eTendering Portal ofPublic Works Department, Government of Maharashtra i.e.http://pwd.maharashtra.etenders.in after entering the details ofpayment towards Tender Fees as per the Tender Schedule.1.2 Tenderers should have valid Class IV & above Digital SignatureCertificate (DSC) obtained from any Certifying Authorities. In caseof requirement of DSC, interested Bidders should go tohttp://maharashtra.etenders.in/mah/DigitalCerti.asp and follow theprocedure mentioned in the document ‘Procedure for application ofDigital Certificate’.1.3 The Tenderers have to make a payment of Rs 1038/- online asservice charges for the use of Electronic Tendering duringOnline Bid Data Decryption and Re-encryption stage of the Tender.1.4 For any assistance on the use of Electronic Tendering System, theUsers may call the below numbers:Landline No. - 020 - 2531 5555 / 56Mobile No. - 91679 69601 / 04 / 141.5 Tenderers should install the Mandatory Components availableon the Home Page of http://maharashtra.etenders.in under thesection Mandatory Components’ and make the necessary BrowserSettings provided under section ‘Internet Explorer Settings’1.6 Bidders may take a guidelines on the operation of ElectronicTendering System of Public Works Department on following Web-Site.http://pwd.maharashtra.etenders.in1.7 Pre-requisites to participate in the Tenders processed by PWD:1.7.1 Enrolment and Empanelment of Contractors on ElectronicTendering System:The Contractors interested in participating in the Tenders of PublicWorks Department –processed using the Electronic TenderingSystem shall be required to enroll on the Electronic TenderingSystem to obtain User ID.Signature of Contractor No. of Corrections Executive Engineer(7)

After submission of application for enrolment on the System, theapplication information shall be verified by the AuthorizedRepresentative of the Service Provider. If the information is foundto be complete, the enrolment submitted by the Vendor shall beapproved.For participating in Limited and Restricted tenders the registeredvendors have to apply for empanelment on the sub-portal of PWD inan appropriate class of registration. The empanelment will have tobe approved by the respective officer from the PWD. Onlyempanelled vendors will be allowed to participate in such tenders.The Contractors may obtain the necessary information on theprocess of enrolment and empanelment either from HelpdeskSupport Team or may visit the information published under thelink Enrol under the section E- Tendering Toolkit for Bidders onthe Home Page of the Electronic Tendering System.1.7.2 Obtaining a Digital Certificate:The Bid Data that is prepared online is required to be encryptedand the hash value of the Bid Data is required to be signedelectronically using a Digital Certificate (Class-IV & above). This isrequired to maintain the security of the Bid Data and also toestablish the identity of the Contractor transacting on the System.The Digital Certificates are issued by an approved CertifyingAuthority authorized by the Controller of Certifying Authorities ofGovernment of India through their Authorized Representativesupon receipt of documents required to obtain a Digital Certificate.Bid data / information for a particular Tender may be submittedonly using the Digital Certificate which is used to encrypt the data/ information and sign the hash value during the BidPreparation and Hash Submission stage. In case during theprocess of preparing and submitting a Bid for a particular Tender,the Contractor loses his/her Digital Signature Certificate (i.e. due tovirus attack, hardware problem, operating system problem); he / shemay not be able to submit the Bid online. Hence, the Users areadvised to store his / her Digital Certificate securely and if possible,keep a backup at safe place under adequate security to be used incase of need.In case of online tendering, if the Digital Certificate issued to anAuthorised User of a Partnership Firm is used for signing andsubmitting a bid, it will be considered equivalent to a no objectionSignature of Contractor No. of Corrections Executive Engineer(8)

certificate / power of attorney to that User to submit the bidon behalf of the Partnership Firm. The Partnership Firm has toauthorize a specific individual via an authorization certificate signedby a partner of the firm (and in case the applicant is a partner,another partner in the same form is required to authorise) to usethe digital certificate as per Indian Information Technology Act, 2000.Unless the Digital Certificate is revoked, it will be assumed torepresent adequate authority of the Authority User to bid on behalfof the Firm for the Tenders processed on the Electronic TenderManagement System of Government of Maharashtra as perIndian Information Technology Act,2000. The Digital Signature ofthis Authorized User will be binding on the Firm. It shall be theresponsibility of Partners of the Firm to inform the CertifyingAuthority or Sub Certifying Authority, if the Authorized Userchanges, and apply for a fresh Digital Signature Certificate. Theprocedure for application of a Digital Signature Certificate willremain the same for the new Authorised User.The same procedure holds true for the Authorized Users in aPrivate / Public Limited Company. In this case, the AuthorisationCertificate will have to be signed by the Director of the Company orthe Reporting Authority of the Applicant.For information on the process of application for obtaining DigitalCertificate, the Contractors may visit the section Digital Certificateon the Home Page of the Electronic Tendering System.1.7.3 Recommended Hardware and Internet Connectivity:To operate on the Electronic Tendering System, theContractors are recommended to use Computer System with atleast 1 GB of RAM and broadband connectivity with minimum 512kbps bandwidth.1.7.4 Set up of Computer System for executing the operations on theElectronic Tendering System:To operate on the Electronic Tendering System of Government ofMaharashtra, the Computer System of the Contractors is requiredbe set up. The Contractors are required to install Utilitiesavailable under the section Mandatory Installation Componentson the Home Page of the System.The Utilities are available for download freely from the abovementioned section. The Contractors are requested to refer to the E-Tendering Toolkit for Bidders available online on the Home Page toSignature of Contractor No. of Corrections Executive Engineer(9)

understand the process of setting up the System, or alternatively,contact the Helpdesk Support Team on information / guidance onthe process of setting up the System.1.7.5 Payment for Service Provider Fees:In addition to the Tender Document Fees payable to PublicWorks Department, Government of Maharashtra, the Contractors willhave to pay Service Providers Fees of Rs. 1,038/- through onlinepayments gateway service available on Electronic TenderingSystem. For the list of options for making online payments, theContractors are advised to visit the link E- Payment Options underthe section E-Tendering Toolkit for Bidders on the Home Page of theElectronic Tendering System1.7.6 Tender Schedule (Key Dates):The Contractors are strictly advised to follow the Dates andTimes allocated to each stage under the column “Contractor Stage”as indicated in the Time Schedule in the Detailed Tender Notice forthe Tender. All the online activities are time tracked and theElectronic Tendering System enforces time-locks that ensure thatno activity or transaction can take place outside the Start andEnd Dates and Time of the stage as defined in the Tender Schedule.At the sole discretion of the Tender Authority, the time scheduleof the Tender stages may be extended1.7.7 Joint venture is not allowed.1.8 Steps to be followed by Contractors to participate in the e-Tenders processed by PWD1.8.1 Preparation of online Briefcase:All Contractors enrolled on the Electronic Tendering System ofGovernment of Maharashtra are provided with dedicatedbriefcase facility to store documents / files in digital format. TheContractors can use the online briefcase to store their scannedcopies of frequently used documents / files to be submitted as apart of their bid response. The Contractors are advised to store therelevant documents in the briefcase before starting the BidPreparation and Hash Submission stage.In case, the Contractors have multiple documents under the sametype (e.g. multiple Work Completion Certificates) as mentionedabove, the Contractors advised to either create a single .pdf file of allthe documents of same type or compress the documents in a singlecompressed file in .zip or .rar formats and upload the same.Signature of Contractor No. of Corrections Executive Engineer(10)

It is mandatory to upload the documents using the briefcase facility.Therefore, the Contractors are advised to keep the documents readyin the briefcase to ensure timely bid preparation.Note: Uploading of documents in the briefcase does not meanthat the documents are available to PWD at the time of TenderOpening stage unless the documents are specifically attached to thebid during the online Bid Preparation and Hash Submission stageas well as during Decryption and Re-encryption stage.1.8.2 Online viewing of Detailed Notice Inviting Tenders:The Contractors can view the Detailed Tender Notice along with theTime Schedule (Key Dates) for all the Live Tenders released byPWD on the home page of PWD e-Tendering Portal onhttp://pwd.maharashtra.etenders.in under the section RecentOnline Tender.1.8.3 Download of Tender Documents:The Main Bidding Documents are available for free downloading.However to participate in the online tender, the bidder mustpurchase the bidding documents online by filling up details ofDemand Draft towards the cost of Tender Form Fee1.8.4 Online Bid Preparation and Submission of Bid Hash (Seal) ofBids:Submission of Bids will be preceded by online bid preparationand submission of the digitally signed Bid Hashes (Seals) withinthe Tender Time Schedule (Key Dates) published in theDetailed Notice Inviting Tender. The Bid Data is to be prepared inthe templates provided by the Tendering Authority of PWD. Thetemplates may be either form based, extensible tables and / oruploadable documents. In the form based type of templates andextensible table type of templates, the Contractors are requiredto enter the data and encrypt the data using the Digital Certificate.In the uploadable document type of templates, the Contractors arerequired 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 filecontaining multiple documents against each unloadable option.b. The Hashes are the thumbprint of electronic data and are based onone – way algorithm. The Hashes establish the unique identity of BidData.Signature of Contractor No. of Corrections Executive Engineer(11)

c. The bid hash values are digitally signed using valid Class –II orClass–III Digital Certificate issued any Certifying Authority. TheContractors are required to obtain Digital Certificate in advance.d. After the hash value of bid data is generated, the Contractors cannotmake any change / addition in its bid data. The bidder maymodify bids before the deadline for Bid Preparation and HashSubmission as per Time Schedule mentioned in the Tenderdocuments.e. This stage will be applicable during both, Pre-bid / Prequalificationand Financial Bidding Processes.1.8.5 Close for Bidding (Generation of Super Hash Values):After the expiry of the cut – off time of Bid Preparation andHash Submission stage to be completed by the Contractors haslapsed, the Tender will be closed by the Tender Authority.The Tender Authority from PWD shall generate and digitally sign theSuper Hash values (Seals).1.8.6 Decryption and Re-encryption of Bids (submitting the Bidsonline):After the time for generation of Super Hash values by the TenderAuthority from PWD has lapsed, the Contractors have to make theonline payment of Rs. 1,038/- towards the fees of the ServiceProvider.After making online payment towards Fees of Service Provider,the Contractors are required to decrypt their bid data usingtheir Digital Certificate and immediately re-encrypt their bid datausing the Public Key of the Tendering Authority. The Public Keyof the Tendering Authority is attached to the Tender during theClose for Bidding stage.Note: The details of the Processing Fees shall be verified andmatched during the Technical Opening stage.At this time, the Contractors are also required to upload the filesfor which they generated the Hash values during the BidPreparation and Hash Submission stage.Signature of Contractor No. of Corrections Executive Engineer(12)

The Bid Data and Documents of only those Contractors whohave submitted their Bid Hashes (Seals) within the stipulated time(as per the Tender Time Schedule), will be available for decryptionand re-encryption and to upload the relevant documents fromBriefcase. A Contractor who has not submitted his Bid Preparationand Hash Submission stage within the stipulated time will not beallowed to decrypt / re-encrypt the Bid data / submit documentsduring the stage of Decryption and Re-encryption of Bids(submitting the Bids online).1.9 Shortlisting of Contractors for Financial Bidding Process:The Tendering Authority will first open the Technical Biddocuments of all Contractors and after scrutinizing thesedocuments will shortlist the Contractors who are eligible forFinancial Bidding Process. The shortlisted Contractors will beintimated by e-mail.1.10 Opening of the Financial Bids:The Contractors may remain present in the Office of the TenderOpening Authority at the time of opening of Financial Bids.However, the results of the Financial Bids of all Contractors shallbe available on the P.W.D e- Tendering Portal immediately after thecompletion of opening process.2. MANNER OF SUBMISSION OF TENDER AND ITS ACCOMPANIMENTS2.1 ENVELOPE NO.1 (DOCUMENTS):The first envelope Envelope No.1 shall contain the followingdocuments. failing which Envelope No.2 will not be opened(i)(ii)Scanned copy of Government Treasury Challan or Term DepositReceipt, valid for a period of One year in favour of ExecutiveEngineer, Public Works Division, Ambajogai from any ScheduledBank for the amount of Earnest Money or valid certificate ofexemption for payment of Earnest Money, as per revised rules forregistration of contractor vide Government Resolution No. CAT-1096/CR-172/Bldg. dated 20.04.1998 if applicable. (True copythereof duly attested by a Gazetted Officer). To be submitted as perthe tender schedule.Scanned copy of Certificate in original or an attested copy thereofduly attested by Gazetted Officer of P.W.D. only as registeredcontractor with the Public Works Department Government ofMaharashtra in appropriate class as may be applicable, valid on thedate of submission of tender .Signature of Contractor No. of Corrections Executive Engineer(13)

(iii)(iv)(v)(vi)Scanned copy of Details of the other works tendered for and in handwith the value of the work unfinished on the last date of submissionof tender (in statement No. I on Page No.25). The certificate fromthe Heads of the Offices under whom the works are in progressshould be enclosed.Scanned copy of the list of owned/ hired Machinery and Plantsimmediately available with the tenderer for use on this work and listof machinery proposed to the utilised in this work, but notimmediately available and the manner in which it is proposed (In theproforma of Statement No. II & IIA on page No. 26 & 27)Scanned Copy of Details of one work of similar type and magnitudecarried out by the contractor (in the proforma of statement No. IIIpage No.29) during last three years (i.e. 2009-10, 2010-11 and2011-12), it should have been commissioned and completed duringlast three years.)Scanned copy of Details of technical personnel on the roll of thetenderer (in the proforma of statement No. IV on page No.30)(vii) Scanned copy of Certified copy of partnership Deed, in case of aNon-Proprietory firm tendering for work. (The true copy thereofattested by a Gazetted Officer of Public Work Department.)(viii Scanned copy of Valid Professional Tax Registration Certificate inthe form of PTR/PTE under Section (1) Section (5) of MaharashtraState Tax on Profession, trade, calling & employment Act 1975, Rule3(2) for employees for employees including Technical Personnel fromthe Professional Tax Officer of the concern districts of Maharashtrawith its latest valid clearance certificate as on 31/03/2012. (No duesclearance certificate from competed authority should be submitted.(ix)(x)(xi)Scanned copy of Valid Registration Certificate under MaharashtraValue Added Tax Act 2005 under Rule No. 8 & 9/ or TIN numberissued by competent authority. The certificate should be valid in thedate of tender opening.Scanned copy of Power of Attorney if applicable.Scanned copy of the certificate by the concerned Sub-DivisionalEngineer (P.W. Sub-Division, Shirur) to the effect that the plant towork site paver by the shortest practicable route does not exceed 45kilometers will be final and conclusive.Signature of Contractor No. of Corrections Executive Engineer(14)

Note :(i) Even though the bidders meet the above requirements criteria, theyare subject to be disqualified if they have made:* Misleading or false representation in the forms, statementsand attachments submitted in proof of the qualificationrequirements;and/or* Record of poor performance such as abandoning the works,not properly completing the contract, inordinate delays incompletion, litigation history, of financial failures etc.(ii)All above Scanned copy of All Xerox copies submitted in connectionwith the tender shall be attested by a Gazetted Officer of PublicWorks Department only, otherwise his/ their tender will not beconsidered for further action and Envelope No.2 will not be opened.(iii) Use of Specialized Machinery :a] For carrying out the work, use of specialized machinery such as isobligatory, with a view to ascertain, whether these machinery is inpossession of the contractor and whether he can make availablesuch machinery immediately for use on the work. It is necessary forthe contractor to submit the certificate issued by any AssistantChief Engineer (Mechanical) of Maharashtra and details of suchmachinery in Envelope No.1 in the format given on Page No.27 (Statement No. II-A) of NIT. In case, during physicalverification of the details supplied by the bidder if it is found thatthe machinery is not meeting with the requirement, his tender inEnvelope No.2 will not be considered for opening.2.2 ENVELOPE NO. 2 : Tender (Financial Bid)Refer to section schedule of online tendering procedure at Sr. No.1.6. The second envelope ENVELOPE No. 2 shall contain only themain tender including the common set of conditions/stipulationsissued by the Department after the on line pre-tender conference. Atender submitted without this would be considered as invalid.The tenderer should not quote his offer duly signed in terms ofpercentage above or below of the estimated rates, at the appropriateplace of tender documents (Page No.35), to be submitted only inEnvelope No.2. He should not quote this offer any where directly orindirectly in Envelope No. 1.Signature of Contractor No. of Corrections Executive Engineer(15)

The contractor shall quote for the work as per details given in themain tender and also based on the detailed set of conditions issued/ additional stipulations (C.S.D.) (duly signed by contractor) madeby the Department as informed to him by a letter fromSuperintending Engineer/ Executive Engineer after pre-tenderconference. This tender shall be unconditional.2.3 SUBMISSION OF TENDER :Refer to Section ‘Guidelines to Bidders on the operations ofElectronic Tendering System of Public Works Department’ fordetails.2.4 OPENING OF TENDERS :On the date specified in the tender notice following procedure will beadopted for opening of the tender.2.4.1 ENVELOPE NO. 1: ( Documents )First of all, Envelope No. 1 of the tender will be opened online toverify its contents as per requirements. If the various documentscontained in this Envelope do not meet the requirements of theDepartment, a note will be recorded accordingly by the tenderopening authority and the same tenderer's Envelope No. 2(financial bid) will not be considered for further action but the samewill be recorded. The decision of tender opening authority in thisregard will be final and binding on the contractor.2.4.2 ENVELOPE NO. 2 (Financial bid)This envelope shall be open online on the date specified in thetender schedule after opening of Envelope No. 1 only if contents ofEnvelope No. 1 are found to be acceptable to the Department and/ orfulfill the qualifying criteria. The tendered rates percentageabove/below the estimated rates quoted on page No. 35 shall then beread out in the presence of bidders who remain present at the time ofopening of Envelope No.2.Signature of Contractor No. of Corrections Executive Engineer(16)

3 EARNEST MONEY3.1 Scanned Copy of of Earnest Money Deposit (E.M.D.) which shouldbe paid in Treasury Challan in any Government Treasury/ SubTreasury/ any Nationalised or Schedules Bank and the receiptedchallan attached or Term Deposit Receipt for a period of one year infavour of the Executive Engineer, Public Works Division,Ambajogai separately for each work when the amount is remittedthrough Treasury Challan it should be credited under head “8782 –Cash Remittance – I – Remittance into Treasury “in favour of theExecutive Engineer, Public Works Division, Ambajogai describedas Earnest Money for the work for which the tender is given. (to besubmitted as per the tender schedule).3.2 The tenderer’s who are exempted from payment of earnest moneydeposit should attach an attested copy of valid exemption certificateissued by competent authority regarding regarding its exemptionduly attested by a Gazetted officer of Public Works Department.3.3 Earnest Money in any other form or cash or Cheque will not beaccepted.3.4 The amount of earnest money will be forfeited, in case a successfulcontractor does not pay the amount of initial security deposit with inthe time specified as stipulated by the Executive Engineer andcomplete the contract document. In all other cases, earnest moneywill be refundable.4 SECURITY DEPOSIT :4.1 The total Security Deposit shall be 4% (Four Percent) of amount putto tender. The successful tenderer shall have to pay half the securitydeposit preferably in the form of National Saving Certificate or TDR/FDR or in cash in the form of Bank Guarantee (in the formsprescribed by Government) from any scheduled bank in favour ofExecutive Engineer, Public Works Division, Ambajogai within 10days of acceptance of tender, and the balance security deposit will berecoverable through the running account bills as the percentage asshown in item (d) of the Memorandum in printed B-1 form or as maybe decided by the Executive Engineer during course of execution ofthe work looking to the position and circumstances that may prevail,whose orders will be final and binding on the contractor.Signature of Contractor No. of Corrections Executive Engineer(17)

4.2 The security deposit for the due performance of the contract shall beas detailed in the Tender Documents elsewhere. Fifty percent of thesecurity deposit will have to deposited within ten days of theacceptance of the tender and the remaining fifty percent will berecovered from the running account bills at the rate as specified inthe tender from, on the cost of work as per C.S.R prevailing at thetime of acceptance of tender. Amount of total security deposit to bepaid shall be 4% (Four Percent) of the cost of work. Worked out asper D.S.R. 2011-2012 of respective District.4.3 Initial security deposit may be in Bank Guarantee from in format ofPage 182 to 183 of Tender document for full period of completion ofwork and it should be extendable upto expiry of valid extension ifany, as directed by Engineer in charge.5. Condition for payment of performance security deposit if theoffer received lower than 15% belowIn case the tenderer offers the rates lower that 15% below of theestimated cost put to tender, in that case the tenderer will have topay additional security deposit alongwith initial security deposit, forperformance of work, to the extent of amount exceeding 15% belowoffer, in the form of demand draft or interest bearing securitiespledged in favour of Executive Engineer, Public Works Division,Ambajogai for full period of completion of work and it should beextendable upto expiry of valid extension if any as directed byEngineer-in-charge. Failing to which such tender will be consideredas withdrawn and their earnest money deposit shall be forfeited toGovernment. This additional security deposit shall be refundableafter satisfactorily completion of work.6. In the event of failure of tenderer to pay cash security deposit within10 days (unless extended in writing by the Executive Engineer) fromthe date of receipt of notice (sent by Registered post) of acceptance ofhis tender, the amount of earnest money shall be forfeited toGovernment and the acceptance of his tender, shall be consideredwithdrawn. Except that in the event of the notice of acceptance of thetender not being issued within 120 days of the date of opening ofEnvelope No.2 (Financial Bid), the tenderer shall have to option (tobe intimated in writing in good time before the expiry of 120 daysperiod) of withdrawing his tender, in which case the earnest moneyshould be refunded in full. All the tenders shall remain open foracceptance for 120 days from the dated fixed for opening ofEnvelope No.2 (Financial Bid) and thereafter until it is withdrawnby the tenderer by notice in writing as per condition No.2 of theMemorandum on page No. 36.Signature of Contractor No. of Corrections Executive Engineer(18)

7. Earnest money of the unsuccessful tenderers will be refundable ontheir application only after an intimation of rejection of their tenderis sent to them or on the expiry of the validity period which ever isearlier.8. The acceptance of the tender may be intimated to the contractortelegraphically or otherwise and either by the officer competent toaccept the tender or any authority in the department includingGovernment and such intimation shall be deemed to be anintimation of acceptance of the tender given by the authoritycompetent to accept the tender.9. In case there is difference between amount written in figures andwords, the lower offer will be taken as final.10. Income TaxThe income tax @ 2.00% and surcharge thereon or at the ratesamended from time to time as intimated by competent income taxauthority shall be deducted from bill amount, whether measured bill,advance payment or secured advance.11. VAT TAXValue Added Tax @ 2.00% shall be deducted from the contractor’sbill amount who are registered under Maharashtra Value Added TaxAct 2005 and 4% shall be deducted from the contractor’s bill amountwho are not registered under Maharashtra Value Added Tax Act2005.12.. INSURANCEAs per the Govt. Resolution No. FD/ Insurance-1098/ CaseNo.28/98, dated 19-08-1998 and Director of InsuranceMaharashtra, Mumbai letter dated 26-04-2005 Contractor has tosubmit Govt. Insurance policy before starting the work, failingwhich an amount equivalent to one percent (1%) of the tenderedcost will be recovered from the First Running Account bill of thiswork.13. Royalty Charges :As per instructions issued vide P.W.D. Government ofMaharashtra Resolution of Revenue and Forest Department No.Gaukhani-10/1009/CR-309/Kh(1) dated. 11/2/2010 while framingthe estimates, royalty charges for the items of supply of materialslike rubble, metal, crushed metal, soft murum / hard murum,sand and soil shall be considered in the rate analysis of respectiveitems @ 70.68 per Cubic Metre (Rs. 200.00 per brass) or actualand shall be recovered.Signature of Contractor No. of Corrections Executive Engineer(19)

The contractor has to pay these charges directly to RevenueDepartment and original challans, permission documents shall beproduced to concerned Executive Engineer, If contractor fails toproduce these original documents the royalty charges shall berecovered from contractor’s bill.14. Building and other construction workers cess :Building and other construction works on @ 1% or at the rateamended from time to time as intimated by the competentauthority of building and other construction workers Welfare Dept.1996 will be deducted from contractor bill which is nonrefundable.15. The tender shall be unconditional conditional tender shall besummarily REJECTED.16. PRE-TENDER CONFERENCE: -16.1 Pre-tender conference open to all prospective tenderers whohave downloaded tender form before the date of Pre-tenderConference, will be held as per tender schedule in the office of theSuperintending Engineer, Public Works Circle, OsmanabadPhone No. (02472) 222882/83/84 Fax No. 224129,wherein prospective Tenderers will have an opportunity toobtain clarifications regarding the work and the Tender Conditions.16.2 The prospective tenderers are free to ask for any additionalinformation or clarification either in writing or orally concerning thework, and the reply to the same will be given by theSuperintending Engineer, in writing and this clarification referredto as Common Set of Conditions/Deviations (C.S.D.), shall formpart of tender documents and which will also be common andapplicable to all tenderers.16.3 The tender submitted by the tenderer shall be based on theclarification, additional facility offered (if any) by the Department,and this tender shall be unconditional. Conditional tenders shall besummarily REJECTED.Signature of Contractor No. of Corrections Executive Engineer(20)

16.4 All tenderers are cautioned that tenders containing any deviationfrom the contractual terms and conditions, specifications or otherrequirements and conditional tenders will be treated as nonresponsive.17 EXAMINATIONS OF DRAWINGS AND SITE CONDITIONSThe tenderer shall in his own interest carefully examine thedrawings, conditions of contract, specifications etc. He shall alsoinspect the site and acquaint himself about the climate, physical andall other conditions prevailing at site, the nature, magnitude, specialfeatures, practicability of the works, all existing and required meansof communications and access to site, availability of housing andother facilities, the availability of labour and materials, labour campsite, stores and godown etc. He shall obtain all necessary informationas to the risk, contingencies and other circumstances which mayaffect and influence the tender. No claims on any of the above or anyother factors will be entertained by the Government. Should there beany discrepancy or doubt or obscurity to be observed by him, heshall set forth in writing such descriptions, doubts, obscurity andsubmit the same to the Executive Engineer, Public WorksDivision, Ambajogai for elucidation as soon as possible.18 TIME LIMITThe work is to be completed within time as specified in the N.I.T.which shall be reckoned from the date of written order ofcommencing the work and shall be inclusive of monsoon period.19. TENDER RATENo alteration in the form of tender and the schedule of tender and noadditions in the scope of special stipulation will be permitted. Ratesquoted for the tender shall be taken as applicable to all leads andlifts.Signature of Contractor No. of Corrections Executive Engineer(21)

20. TENDER UNITSThe tenderers should particularly note the unit mentioned in theschedule "B" on which the rates are based. No change in the unitsshall be allowed. In the case of difference between the rates writtenin figures and in words, the correct rate will be one, which is lower ofthe two.21. TENDER ACCEPTANCEAcceptance of tender will be rest with the Superintending EngineerPublic Works Circle, Osmanabad who reserves the right to rejectany or all tenders without assigning any reason therefore. Thetenderer whose tender is accepted will have to enter into a regular B-1 agreement within 10 days of being notified to do so. In case failureon the part of Tenderer to sign the agreement within the stipulatedtime, the earnest money paid by him shall stand forfeited to theGovernment and the offer of the tenderer shall considered aswithdrawn by him.22. CONDITIONAL TENDER :The tenders who do not fulfill the condition of the notification andthe general rules and directions for the guidance of contractor in theagreement form or are incomplete in any respect are likely to berejected without assigning any reason therefore.The Tenders shall be presumed to have carefully examined thedrawings, conditions and specifications of the work and have fullyacquainted themselves with all details of the site, the conditions ofrock and its joints, pattern, river, weather characteristics, labourconditions and in general with all the necessary information anddata pertaining to the work, prior to tendering for the work.Signature of Contractor No. of Corrections Executive Engineer(22)

The data whatsoever supplied by the Department along with thetender documents are meant to serve only as guide for the tendererswhile tendering and the Department accepts no responsibilitywhatsoever either for the accuracy of data or for theircomprehensiveness.The quarries for extraction of metal, murum etc. provided in thesanctioned estimate are as per survey conducted by the Department.The Contractor should however examine these quarries and seewhether full quantity of materials required for execution of the workstrictly as per specification are available in these source beforequoting the rates. In case the materials are not available due toreasons whatsoever, the contractor will have to bring the materialsfrom any other source with no extra cost to Government. The ratesquoted, should therefore be for all leads and lifts from wherever thematerials are brought at site of work and inclusive of royalty to bepaid to the Revenue Department by the Contractor.23. POWER OF ATTORNEYIf the tenderers are a firm or company, they should in theirforwarding letter mentioning the names of all the partners togetherwith the name of person who holds the power of attorney if any,authorising him to conduct all transactions on behalf of the body,alongwith the tender and scanned it with envelope No.1.24. The tenderer may in the forwarding letter mention any points he maywish to make clear but right is reserved to reject the same or thewhole of the tenders if the same become conditional tender thereby.25. The contractor or the firms tendering for the work shall inform theDepartment if they appoint their authorised agent on the work.26. No foreign exchange will be released by the Dept. for the purchase ofplants and machinery for the work by the contractor.27. Any dues arising out of contract will be recovered from the contractoras arrears of Land Revenue if not paid amicable. Moreover, recoveryof Government dues from the contractors will be effected from thepayments due to the contractor from any other Government worksunder execution with them.28. VALIDITY PERIOD:The offer shall remain open for acceptance for minimum period of120 days from the Date of opening of envelope No.2 (Financial Bid)and thereafter until it is withdrawn by the contractor by notice inwriting duly addressed to the authority opening the tender and sentby Registered Post Acknowledgement due. (ref. to memorandum onPage 36 to 38 of B1 form chapter).Signature of Contractor No. of Corrections Executive Engineer(23)

29. The contractor will have to sign the hard copy of the tender papersand the drawings according to which the work is to be carried out,the contractor shall also have to give a declaration to the effect thathe has fully studied the plans, specifications, local conditions, andavailability of labour and materials and that he has quoted his rateswith the consideration to all these factors30. The right is reserved to revise or amend the contract documents priorto the dated notified for the receipt of tenders or extended date. Suchdeviations, amendments or extensions, if any, shall becommunicated in the form of corrigendum by letter or/ and by noticein News Papers as may be considered suitable.31. E-Tendering Notice shall form part of the tender agreement.32. The successful tenderer will be required to produce, to thesatisfaction of the specified concerned authority a valid concurrentlicence issued in his favour unde the provsions of the ContractLabour (Regulation and Abolition) Act 1970 for starting the work. Onfailure to do so, the acceptance of the tender shall be liable to bewithdrawn and also liable for forfeiture of the earnet money.33. INSTRUCTIONS TO CONTRACTOR:33.1 In case the tenderer whose offer is found lowest is requested tonegotiate and reduce the offer and if the contractor does not respondwithin a period of 7 days the tender accepting authority withoutissuing any reminder reserves the right to reject such tender.33.2 In case the contractor who is informed of acceptance of his tender,does not remit the initial Security Deposit within a period of 10 days,the tender accepting authority reserves the right to forfeit theEarnest Money Deposit without issuing any reminder to take furtheraction according to the tender provision.33.3 As per Government instruction it is proposed to make payment ofContractors bills through ECS / NEAFT System. For this purposeContractor should open his Bank account in a bank having corebanking facility only.Signature of Contractor No. of Corrections Executive Engineer(24)

STATEMENT NO.IStatement of List of Works in Hand and work Tendered for as on the lastdate of submission of tender.Name of Contractor:Sr.No.NameofWorksAgreementNo.TenderedAmount(A) Works in HandDate ofCommencementStipulateddate ofCompletionValueofWorkalraedyDoneValue ofBalancework tobeexecutedin next12monthsProbableDate ofCompletionRemarks1 2 3 4 5 6 7 8 9 10SAMPLEFORMSr.No.Name ofWork(B) Works Tendered ForName andAddress ofClientTenderedAmountTimeLimitProbableDate whendecision isexpectedOtherrelevantdetails ifany1 2 3 4 5 6 7SAMPLEFORMNote: This is only standard form. Details are to be furnished in this formatin the form of type written statements which shall be enclosed inEnvelope No.1Signature of ContractorExecutive EngineerSignature of Contractor No. of Corrections Executive Engineer(25)

STATEMENT NO.IIDETAILS OF PLANTS AND MACHINERY IMMEDIATELY AVAILABLEWITH THE TENDERER FOR THIS WORK.NAME OF THE TENDERER :-Sr.No.Name ofEquipmentNo. ofUnitsKind &MakeCapacityAge &ConditionPresentLocationRemarks1 2 3 4 5 6 7 8SAMPLEFORMNote: This is only standard form. Details are to be furnished in this formatin the form of type written statements which shall be enclosed inEnvelope No.1Signature of Contractor No. of Corrections Executive Engineer(26)

STATEMENT No.2 'A'QUESTIONNAIRE OF MACHINERY(Proforma for information regarding availability of machinery required for thiswork)1 ELECTRONIC CONTROLLED DRUM MIX PLANTconforming to clause 504.3.4 of M.O.R.T.H.specifications (of 2001).One No.(Own orHire)2 PAVER FINISHER Conventional Machinery One No.(Own orHire)3 BOUZER with minimum 6 Tonne capacity withmechanically operated spraying unit for tack coat &BBMOne No.(Own orHire)4 Power Roller 8 Tonne Capacity One No.(Own orHire)5 Truck/ Tippers Two Nos.(Own orHire)6 Vibratory Roller One No.(Own orHire)QUESTION No.1Is the above machinery is owned by you and available with you forimmediate deployment on this work?Type ofMachineryIf "Yes" give following information.Numberof UnitNames ofworks onwhichdeployedat presentLocationOutputin tonnesof mixper dayQuantity intonnes of hotmix balance forexecution onworks in hand.1 2 3 4 5 6Sample FormSignature of Contractor No. of Corrections Executive Engineer(27)

Note: If the answer to Question No.1 is "No" then the Tenderer shall have topay an amount of 5% of cost put to tender as an Additional Deposit in theshape of Fixed Deposit Receipt of any Nationalised or Scheduled Bank infavour of Executive Engineer, Public Works Division, Ambajogai in envelopeNo.1, itself, failing which tenderer's envelope No.2 will not be opened. Thecontractor shall procure the machinery within one month from the date ofwork order and install the same in such a way that the plant to pavertravel time of the mix is not more than 45 kilometres. After doing so thisAdditional Deposit will be released. Failing to procure required machinerywithin one month of issue of work order and installing the same as abovethis Additional Deposit stands forfeited to Government and his tender willbe terminated.If the answer to Question NO.1 is "Yes", but the present travel time ofthe mix from the current location of the plant to work site is more than 45kilometres the contractor will have to submit an undertaking that he shallinstall his plant at such location that, the travel time of the mix from therevised location of the plant to the centre of work site would not be morethan 45 kilometres and at the same time as a guarantee thereto he shouldsubmit an additional security deposit of 5% in shape of F.D.R./ T.D.R. ofany Scheduled bank of estimate cost. In the event of contractors failure toshift the plant as above within one month of issue of work order the entiresecurity deposit will be forfeited at the absolute disposal of Governmentand his tender will be terminated.The certificate of concerned Sub-Divisional Engineer (P.W. Sub-Division,Majalgaon) to the effect that the plant to Paver time by the shortestpracticable road route does not exceed 45 Kilometre will be final andconclusive. This certificate has to be enclosed in the Envelope No.1, failingwhich it will be presumed that the bidder’s plant does not fulfill the criteriaof Plant to Paver travel time being within distance of 45 Kilometres and hisenvelope No.1 will not be opened.Signature of Contractor No. of Corrections Executive Engineer(28)

STATEMENT NO.IIIDETAILS OF WORKS SIMILAR TYPE AND MAGNITUDE CARRIEDOUT BY THE CONTRACTOR DURING LAST THREE YEARS(i.e. 2009-10, 2010-11 & 2011-12)NAME OF THE TENDERER :Sr.No.NameofWorkName andAdress oftheorganisationforwhom thework wasdonePlaceandCountryAgreementNo.Date ofCommencementTendredCostTotalCostofWorkDoneDateofCompletionPrinciplefeaturesin brief1 2 3 4 5 6 7 8 9 10---------SAMPLE FORM-------Note : This is only a standard form. Details are to be furnished in thisformat in the form of typewritten statements which shall be enclosed inenvelope No.1Signature of Contractor No. of Corrections Executive Engineer(29)

STATEMENT NO.IVDETAILS OF TECHNICAL PERSONNEL AVAILABLE WITH THECONTRACTOR WHICH CAN BE SPREAD EXCLUSIVELY FOR THISWORKNAME OF THE CONTRACTOR :Sr.No.Designation Name Qualification ProfessionalExperienceof workcarries outRemarks1 2 3 4 5 6SAMPLEFORMNote: This is only standard form. Details are to be furnished in this formatin the form of type written statements which shall be enclosed inEnvelope No.1Signature of ContractorExecutive EngineerSignature of Contractor No. of Corrections Executive Engineer(30)

FORM B-1PERCENTAGE RATE TENDER AND CONTRACT FOR WORKSDEPARTMENT : PUBLIC WORKS DEPARTMENTCIRCLE : PUBLIC WORKS CIRCLE, OSMANABADDIVISION : PUBLIC WORKS DIVISION, AMBAJOGAIName of Work:Improvement to Surdi Sadola Majalgaon RoadKm. 5/00 to 10/00 MDR-30 Tq. MajalgaonDist. Beed (Actual Km. 5/600 to 9/200)GENERAL RULES AND DIRECTIONS FOR GUIDANCE OFCONTRACTORS1. All works proposed to be executed by contract shall be notified in aform of invitation to tender Online e-Tendering System also postedon a board hung up in the office the Executive Engineer and signedby the Executive Engineer, Public Works Division, Ambajogai.This form will state the work to be carried out as well as the date forsubmitting and opening tenders, and the time allowed for carryingout the work, also the amount of earnest money to be deposited withthe tender, and the amount of the security deposit to be deposited bythe successful tenderer and the percentage, if any, to be deductedfrom bills. It will also state whether a refund of a quarry fees,royalties and ground rents will be granted. Copies of thespecifications designs and drawings and estimated rates, scheduledrates and any other documents required in connection with the workshall be signed by the Executive Engineer for the purpose ofidentification and shall also be open for inspection by contractors atthe office of the Executive Engineer during office hours.2. In the event of the tender being submitted by a firm, it must besigned separately by each partner thereof or in the event of theabsence of any partner, it shall be signed on his behalf by a personholding a power of attorney authorising him to do so.Signature of Contractor No. of Corrections Executive Engineer(31)

2 (A) (I) The contractor shall pay alongwith the tender the sum ofRs. 60,900/- [Rupees Sixty Thousand Nine Hundred Only]as paid by way of earnest money the contractor may pay thesaid amount by forwarding alongwith the tender Treasurychallan/ Term deposit receipt for a period of one year of anyscheduled Bank or certificate of exemption for payment ofearnest money from any Dn. of P.W. Department workingunder control of Government of Maharashtra duly attested bygazetted officer for the like amount in favour of the ExecutiveEngineer. The said amount of earnest money shall not carryany interest what so ever.II)III)In the event of his tender being accepted, subject to theprovisions of sub clause (iii) below, the said amount of earnestmoney shall be appropriated towards the amount of securitydeposit payable by him under conditions of General Conditionsof contract.If after submitting the tender, the contractor withdraws hisoffer, or modifies the same, or if after the acceptance of histender the contractor fails or neglects to furnish the balance ofsecurity deposit without prejudice to any other rights andpower of the Government, hereunder, or in law, Governmentshall be entitled to forfeit the full amount of the earnest moneydeposited by him.IV) In the event of his tender not being accepted, the amount ofearnest money deposited by the contractor, shall unless it isprior thereto forfeited under the provisions of sub-clause [iii]above, be refunded to him on his passing receipt therefor.3. Receipts for payments made on account of any work, when executedby a firm, shall also be signed by all the partners except where thecontractors are described in their tender as firm, in which case thereceipt 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 forthe firm.4. Any person who submits a tender shall fill-up the usual printed formstating at what percentage above or below the rates specified inSchedule `B' [memorandum showing items of work to be carried out]he is willing to undertake the work. Only one rate or such percentageon all the Estimated rates/Scheduled rates shall be named. Tenderswhich propose any alteration in the works specified in the said formSignature of Contractor No. of Corrections Executive Engineer(32)

of invitation to tender, or in the time allowed for carrying out thework, or which contain any other conditions, will be liable torejection. No printed form of tender shall include a tender for morethan one work, but if contractors wish to tender for two or moreworks, they shall submit a separate tender for each. Tenders shallhave the name and number of the work to which they refer, writtenoutside the envelope.5. The Superintending Engineer, Public Works Circle, Osmanabad orhis duly authorised Assistant shall open tenders in the presence ofcontractors who have submitted tenders or their representative whomay be present at the time, and he will enter the amounts of theseveral tenders in a comparative statement in a suitable form. In theevent of a tender being accepted, the contractors shall, for thepurpose of identification, sign copies of the specifications and otherdocuments mentioned in Rule 1.In the event of tender being rejected, the Executive Engineer shallauthorise the Treasury Officer/ Bank concerned to refund theamount of the earnest money deposited, to the contractor making thetender, on his giving a receipt for the return of the money.6. The Officer competent to dispose off the tenders shall have the rightof rejecting all or any of the tenders without assigning any reason.7. No receipt for any payment alleged to have been made by acontractor in regard to any matter relating to this tender or thecontract shall be valid and binding on Government unless it is signedby the Executive Engineer.8. The memorandum of work to be tendered for and the schedule ofmaterials to be supplied by the Public Works Department and theirrates shall be filled in and completed by the office of the ExecutiveEngineer before the tender form is issued. If a form issued to anintending tenderer has not been so filled in and completed he shallrequest the said office to have this done before he completes anddelivers this tender.9. All work shall be measured net by standard measurer and accordingto the rules and customs of the Public Works Department withoutreference to any local custom.10. Under no circumstances shall any contractor be entitled to claim toenhanced rates for items in this contact.Signature of Contractor No. of Corrections Executive Engineer(33)

11. Every registered contractor should produce along with his tendercertificates of registration as approved contractor in the appropriateclass and renewel of such registration with date of expiry. (copies tobe attested by Gazetted Officer.)12. All correction and additions or pasted slips should be initialed.13. The measurement of work will be taken according to the usualmethod in use in the Public Works Department and no proposals toadopt alternative methods will be accepted. The Executive Engineer'sdecision as to what is usual method in use Public Works Departmentwill be final.14. Every tenderer shall submit along with the tender, informationregarding the income-tax circle or ward of the district in which he isassessed to income tax the reference number of the assessment year.15. In view of the difficult position regarding the availability of foreignexchange no foreign exchange would be released by the Departmentfor the purchase of plant and machinery required for execution of thework contracted for.16. The tendering contractor shall furnish a declaration along with thetender showing all works for which he has already entered intocontract and the value of the work that remains to be executed ineach case on the date of submitting the tender. [With certificate fromthe head of the office concerned].17. The contractor will have to construct shed for storing controlled &valuable materials brought by him at work site, at contractors cost.The material will be taken for use in the presence of departmentalperson. No material will be allowed to be removed from site of work.18. The contractors shall also give a list of machinery in their possessionand which they purpose to use on the work in the form of statementNo 2A on page No. 27.19. Successful tenderer will have to produce to the satisfaction of theaccepting authority a valid and current license issued in his favourunder the provision of Contract Labour (Regulation and Abolition)Act, 1970 before starting work, failing which acceptance of the tenderwill be liable for withdrawal and earnest money will be forfeited toGovernment.Signature of Contractor No. of Corrections Executive Engineer(34)

20. The contractor shall comply with the provision of the Apprentices Act1961 and the rules and orders issued thereunder from time to time ifhe fails to do so, his failure will be breach of contract and theSuperintending Engineer, may in his discretion cancel the contract.The contractor shall also be liable for any pecuniary liability arisingon account of any violation by him of the provisions of the Act.TENDER FOR WORKS1. I/We hereby tender for the execution, for theGovernor of Maharashtra (hereinbefore andhereinafter referred to as `Government') of thework specified in the under writtenmemorandum within the time specified in suchmemorandum at *............................* In figure as wellas in words.................................................................................................................. percent below/ abovethe estimated rates entered in Schedule `B'(Memorandum showing items of work to becarried out) and in accordance in all respectswith the specifications, designs, drawings andinstructions in writing referred to in Rule 1hereof and Clause 13 of the annexed conditionsof contract and agree that when materials forthe work are provided by the Government, suchmaterials and the rates to be paid for them shallbe as provided in Schedule `A' hereto.Signature of Contractor No. of Corrections Executive Engineer(35)

1. General DescriptionM E M O R A N D U Ma] General Description Name of Work:Improvement to SurdiSadola Majalgaon RoadKm. 5/00 to 10/00MDR-30 Tq. MajalgaonDist. Beed (Actual Km.5/600 to 9/200)a] If several subworksare includedthey should bedetailed in a separatelist.b] Estimated Cost Rs. 60,86,550.00c] Earnest Money Rs. 60,900.00 c] The amount ofearnest money to bedeposited shall be inaccordace with theprovisions of paras.206 & 207 of theM.P.W. Manual.d] Security Depositi] Cash [Not less thanthe amount of earnestmoney]ii] To be deducted fromcurrent billsTOTAL Rs.e] Percentage, if any to bededucted from bills soas to make up the totalamount required assecurity deposit by thetime half the work asmeasured by the cost isdone.f] Time allowed for thecompletion of work fromdate fixed in writtenorder to commence,Calendar months.Rs. 1,21,800.00Rs. 1,21,800.00---------------------------Rs. 2,43,600.004%(Four Percent)12. (Twelve)Calendar Month[Including MonsoonSeason]d] This deposit shallbe in accordancewith paras, 213 &214 of the M.P.WManual.e] This percentagewhere no securitydeposit is taken willvary from 5% to 10%according to therequirements of thecase. Where securitydeposit is taken, seenote to clause 1 ofconditions of thecontract.f] Give schedulewhere necessaryshowing dates bywhich the variousitems are to becompleted.Signature of Contractor No. of Corrections Executive Engineer(36)

2. I/We agree that this offer shall remain open for acceptance for aminimum period of 120 days from the date fixed for opening thesame means envelope No.2 and thereafter until it is withdrawn byme/us by notice in writing duly addressed to the authority openingthe tenders and sent by registered post A.D. or otherwise delivered atthe office of such authority, "Treasury/Bank Challan No. and Date ofor Term Deposit Receipt for a period of one year Receipt No._______________________ date ____________ in respect of the sum ofRs. 60,900/-(Rupees Sixty Thousand Nine Hundred Only.)representing the earnest money is herewith forwarded. The amountof earnest money shall not bear interest and shall be liable to beforfeited to the Government should I/We fail to (i) abide by thestipulation to keep the offer open for the period mentioned above orii) Sign and complete the contract documents as required by theEngineer and furnish the security deposit as specified in item (d) ofthe Memorandum contained in Paragraph (1) above within the timelimit laid down in clause [i] of the annexed General conditions ofcontract. The amount of earnest money may be adjusted towards thesecurity deposit or refunded to me/us if so desired by me/us inwriting, unless the same or any part thereof has been forfeited asaforesaid.3. I/We, have secured exemption from payment of earnest money afterexecuting the necessary bond in favour of the Government a truecopy of which is enclosed herewith. Should any occasion for forfeitedof earnest money for this work arise due to failure on my/our part to[i] abide by the stipulation to keep the offer open for the periodmentioned above or [ii] sign and complete the contract documentsand furnish the security deposit as specified in item [d] of theMemorandum contained in paragraph [i] above within the time limitlaid down in clause [1] of the annexed General conditions of thecontract the amount payable by me/us may at the option of Engineer, be recovered out of the amount deposited in lumpsum for securingexemption in so far as the same may extend in terms of the saidbond and in the event of the deficiency out of any other money whichare due or payable to me/us by the Government under any othercontract or transaction of any nature whatsoever or otherwise.4. Should this tender be accepted I/We hereby agree to abide by andfulfill all the terms, and provisions of the conditions of contractannexed hereto so far as applicable and in default thereof to forfeitand pay to Government the Sums of money mentioned in the saidconditions.Signature of Contractor No. of Corrections Executive Engineer(37)

Receipt No. ____________________ dated __________ from the GovernmentTreasury or Sub Treasury at _______________ in respect of the sum of Rs.___________________ (Rupees in words ________________________________________________________) is herewith forwardedrepresenting the earnest money (a) the full value of which is be absolutelyforfeited to Government should I/ We not deposit the full amount ofsecurity deposit specified in the above memorandum, in accordance clause1(A) of the said conditions, otherwise the said sum of Rs.__________________ shall be refunded. (Strike out (a) if no cash securitydeposit is to be taken.)Contractor ................................................... (Signature of Contractor)Address....................................................before submission of tender........................................................................Date the ______ day of_________ 201....(Witness)Address................................................... (Signature of Witnessed)....................................................to contractor's signature.Occupation ...................................................."The above tender is hereby accepted by me forand on behalf of the Governor of Maharashtra..........................................................................................................................................................................................................................................................................................................................................................* Signature of the Executive EngineerOfficer by whom accepted.Public Works Division, Ambajogai.Dated_________ day of___________201...Signature of Contractor No. of Corrections Executive Engineer(38)

CONDITIONS OF THE CONTRACTSecurityDeposit.CLAUSE 1. : :-The person/ persons whose tender may be accepted(hereinafter called the contractor, which expression shallunless excluded by or repugnant to the context includehis heirs executors, administrators, and assigns) shall (a)within 10 days (which may be extended by the ExecutiveEngineer / Superintending Engineer or the ChiefEngineer concerned up to one month / two month /three months respectively if the Executive Engineer /Superintending Engineer / Chief Engineer thinks fit todo so ) of the receipt by him of the notification of theacceptance of his tender deposit with the ExecutiveEngineer in cash or Government securities endorsed tothe Executive Engineer (if deposited for more than 12months) of sum sufficient which will make up the fullsecurity deposit specified in the tender or PermitGovernment at the time of making any payment to himfor work done under the contract to deduct such some aswill amount to Four percent of all money so payablesuch deductions to be held by Government by way ofsecurity deposit. Provided always that in the event of thecontractor depositing lumpsum by way of securitydeposit as contemplated at (a) above then and in suchcase, if the sum so deposited shall not amount to FourPercent of the total estimated cost of the work, it shallbe lawful for Government at the time of making anypayment to the contractor for work done under contractto make up the full amount of Four percent bydeducting a sufficient sum from every such payment aslast aforesaid until the full amount of the securitydeposit is made up. All compensation or other sums ofmoney payable by the contractor to the Governmentunder the terms of his contract may be deducted from orpaid by the sale of sufficient part of his security depositor from the interest arising therefrom, or from any sumswhich may be due or may become due by Government tothe contractor under any other Contract or transactionof any nature on any account whatsoever and in theevent of his security deposit being reduced be reason ofany such deduction or sale as aforesaid, the contractorshall within 10 days thereafter, make good in cash orGovernment securities, endorsed as aforesaid any sumor sums which may have been deducted from or raisedby sale of his security deposit or any part thereof. TheSignature of Contractor No. of Corrections Executive Engineer(39)

security deposit referred to when paid in cash may, atthe cost of the depositor, be converted into interestbearing securities provided that the depositor hasexpressly desired this writing.If the amount of the security deposit to be paid in a lumpsum within period specified at (a) above is not paid thetender/ contract already accepted shall be considered ascancelled and legal steps taken against the contractor forrecovery of the amounts, The amount of the securitydeposit lodged by a Contractor shall be refunded alongwith the payment of the final bill, if the date which thecontractor has agreed to maintain the work in good orderis over, if such date is not over only 50% amount ofsecurity deposit shall be refunded along with thepayment of the final bill. The amount of the 50% Securitydeposit retained by the Government shall be releasedafter expiry of period upto which the Contractor hasagreed to maintain the work in good order is over as perClause 20 of this agreement. In the event of thecontractor failing or neglecting to complete rectificationwork, within the period upto which the contractor hasagreed to maintain the work in good order , then subjectto provisions of clauses 17 and 20 hereof the amount ofSecurity Deposit retained by Government shall beadjusted towards the excess cost incurred by thedepartment on rectification work.The amount retained towards defect liability period inpursuant to clause 20 shall not be in the form of BankGuarantee.Note : This will be the same percentage as that in thetender at (e).CLAUSE 2 :Compensationfor Delay.The time allowed for carrying out the work as entered inthe tender shall be strictly observed by the contractorand shall be reckoned from the date on which the orderto commence work is given to the contractor. The workshall through out the stipulated period of the contract beproceeded with, with all due diligence and the contractorshall pay as compensation an amount equal to onepercent or such smaller amount as the SuperintendingEngineer (whose decision in writing shall be final ) maySignature of Contractor No. of Corrections Executive Engineer(40)

decide of the amount of the estimated cost of the wholework as shown by the tender for every day that the workremains uncommented or unfinished after the properdates. And further to ensure good progress duringexecution of the work, the contractor shall be bound inall cases in which the time allowed for any work exceedsone months to complete.The contractor should complete the work as per phasegiven below.25% of the work in 1/4 of the time50% of the work in 1/2 of the time75% of the work in 3/4 of the timeFull work will be completed in 12 (Twelve) calendarmonths (Including monsoon season).In the event of the contractor failing to comply with thiscondition he shall be liable to pay as compensation anamount equal to one percent or such smaller amount asthe Superintending Engineer (whose decision in writingshall be final) may decide of the said estimated cost ofthe whole work for every day that the due quantity ofwork remains incomplete. Provided always that the totalamount of compensation to be paid under the provisionsof this clause shall not exceed 10% of the estimated costof the whole work as shown in the tender.The Superintending Engineer should be final authority in thisrespect irrespective of the fact that the tender is accepted bythe Chief Engineer / Superintending Engineer/ ExecutiveEngineer.Action whenwhole ofSecurityDeposit isForfeited.CLAUSE 3 :In any case in which under any clause or clauses of thiscontract the contractor shall have tendered himself liableto pay compensation amounting to the whole of hissecurity deposit (whether paid in one sum or deductedby installments ) or in case of abandonment of the workowing to serious illness or death of the Contractor or anyother cause the Executive Engineer on behalf of theGovernor of Maharashtra shall have power to adopt ofthe following courses, as he may deem best suited to theinterest of Government:Signature of Contractor No. of Corrections Executive Engineer(41)

a] To rescind the contract (for which decision notice inwriting to the contractor under the hand ofExecutive Engineer shall be conclusive evidence )and in that case the security deposit of theContractor shall stand forfeited and be absolutely atthe disposal of Government.b] To carry out the work or any part of the workdepartmentally debiting the contractor with the costof the work, expenditure incured on tools and plantand charges on additional supervisory staffincluding the cost of work-charged establishmentemployed for getting unexecuted part of the workcompleted and crediting him with the value of thework done departmentally in all respects in thesame manner and at the same rates as if it had beencarried out by the contractor under the terms of hiscontract. The certificate of the Executive Engineer asto the costs and other allied expenses so incurredand as to the value of the work so donedepartmentally shall be final and conclusive againstthe contractor.c] To order that work of the contractor be measured upand to taken such part thereof as shall beunexecuted, out of his hands and to give it toanother contractor to complete, in which case allexpenses incurred on advertisement for fixing a newcontracting agency, additional supervisory staffincluding to cost of work-Charged establishmentand the cost of the work executed by the newcontractagency will be debited to the contractor andat the value of the work done or executed throughthe contractor shall be credited to the contractor inall respects and in the same manner and at thesame rates as if it had been carried out by thecontractor under the terms of his contract thecertificate of the Executive Engineer as to all thecost of the work and other expenses incurred asaforesaid for or in getting the unexecuted work doneby the new contractor and as to the value of thework so done shall be final and conclusive againstthe contractor.In case the contract shall berescinded under clause (a) above the contractorshall not be entitled to recover or be paid, any sumfor any work therefor actually performed by himSignature of Contractor No. of Corrections Executive Engineer(42)

under this contract unless and until the ExecutiveEngineer shall have certified in writing theperformance of such work and the amount payableto him in respect thereof and he shall only beentitled to be paid the amount so certified. In theevent of either of the courses referred to in clause (b)or (c) being adopted and the cost of the workexecuted departmentally or through a newcontractor and other allied expenses exceeding thevalue of such work credited to the contractor, theamount of excess shall be deducted from any moneydue to the contractor, by Government under thecontract or otherwise or howsoever from thissecurity deposit or the sale proceeds thereofprovided however that the contractor shall have noclaim against Government even if the certified valueof the work done departmentally or through a newcontractor exceeds the certified cost of such workand allied expenses, provided always that whicheverof the three courses mentioned in clause (a),(b) or (c)is adopted by the Executive Engineer, the contractorshall have no claim to compensation for any losssustained by him by reason of his havingpurchased, or procured any materials, or enteredinto any engagements, or made any advances onaccount of or with a view of the execution of thework or the performance of the contract.CLAUSE 4:Action whenthe progress ofany particularportion of thework isunsatisfactory.Contractorremains liable topayCompensation ifAction nottaken underClause 3 & 4.In the progress of any particular portion of the work isunsatisfactory, the Executive Engineer shallnotwithstanding that the general progress of the work isin accordance with the conditions mentioned in clause 2,be entitled to take action under clause 3 (b), after givingthe contractor 10 days notice in writing. The contractorwill have no claim for compensation, for any losssustained by him owing to such action.CLAUSE 5In any case in which any of the powers conferred uponthe Executive Engineer by clauses 3 and 4 here of shallhave become exercisable and the same shall not havebeen exercised. the non-exercise there of shall notconstitute a waiving of any of the conditions here of suchpowers shall no withstanding by exercisable in the eventSignature of Contractor No. of Corrections Executive Engineer(43)

Power to takepossession of orsell contractor’splant.Extension ofTime.of any future cases of default by the contractor for whichunder any clause or clauses hereof he is declared liableto pay compensation amounting to the whole of hissecurity deposit and the liability of the contractor forpast and future compensation shall remain unaffected.Inthe event of the Executive Engineer taking action undersub-clause (a) or (c) or clause 3, he may if he desirestake possession of all or any tools plant, materials andstores, in or upon the works or the site thereof orbelonging to the contractor, of procured by him andintended to be used for the execution of the work or anypart thereof paying or allowing for the same in accountat the contract rates, or in the case of contract rates notbeing applicable, at current market rates to be certifiedby the Executive Engineer whose certificate thereof shallbe final. In the alternative, the Executive Engineer may,after giving notice in writing to the contractor or his clerkof the work foremen or other authorised agents requirehim to remove such tools and plant, materials or storesfrom the premises within a time to be specified in suchnotice, and in the event of the contractor failing tocomply with any such requisition the Executive Engineermay remove them at the contractor's expenses or sellthem by auction or private sale on account of thecontractor and at his risk in all respect, and thecertificate of the Executive Engineer as to the expenses ofany such removal and the amount of the proceeds andexpense of any such sale shall be final and conclusiveagainst the contractor.CLAUSE 6 :If the contractor shall desire an extension of the time forcompletion of work on the ground of his having beenunavoidably hindered in its execution or on any otherground, he shall apply in writing to the ExecutiveEngineer before the expiry of the period stipulated in thetender or before the expiration of 30 days from the dateon which he was hindered as aforesaid or on which thecause for asking for extension occurred which is earlierand the Executive Engineer may with prior approval ofthe authority competent to accept the tender, if in hisopinion there was reasonable grounds for granting anextension grant such extension as he thinks necessaryor proper. The decision of the Executive Engineer in thismatter shall be final.Signature of Contractor No. of Corrections Executive Engineer(44)

Finalcertificate.Payment ofintermediatecertificate tobe regarded asadvances.CLAUSE 7 :On the completion of the work the contractor shall befurnished with a certificate by Executive Engineer(hereinafter called the Engineer in charge ) of suchcompletion, but no such certificate shall be given norshall the work be considered to be complete until theContractor shall have removed from the premises onwhich the work shall have been execute, all scaffoldingsurplus materials and rubbish, and shall have cleanedoff, the dirt from all work door, windows, walls, floor orother parts of any building in or upon which the workhas been executed, or of which he may have hadpossession for the purpose of executing the work, noruntil have been measured by the Engineer-in-charge orwhere the measurement have been taken by hissubordinates until they have received approval of theEngineer in charge the said measurements being binding& conclusive against the contractor. if the contractorshall fails to comply with the requirements of this clauseas the removal of scaffolding surplus materials andrubbish and cleaning of dirt on or before the date fixedfor the work the Engineer in charge may at the expenseof the contractors remove such scaffolding, surplusmaterial and rubbish and dispose of the same as hethinks fit and clean off such dirt as aforesaid and thecontractor shall forthwith pay the amount of all expensesso incurred but shall have no claim in respect of anysuch scaffolding or surplus materials as aforesaid exceptfor any sum actually released by the sale thereof.CLAUSE 8 :No payment shall be for any work estimated to cost lessthan rupees one thousand till after the whole of the workshall have been completed and a certificate of completiongiven. But in the case of works estimated to cost morethan rupees one thousand the contractor shall, onsubmitting a monthly bill therefor be entitled to receivepayment proportionate to the part of the work thenapproved & passed by the Engineer in charge whosecertificate or such approval and passing of the sum sopayable shall be final and conclusive against thecontractor. All such intermediate payments shall beregarded as payments by way of advance against thefinal payments only and not as payments for workactually done and completed and shall not preclude theSignature of Contractor No. of Corrections Executive Engineer(45)

Engineer-in-charge from requiring any bad, unsoundimperfect or unskillful work to be removed or taken awayand reconstructed or re-erected nor shall any shall suchpayment be considered as an admission of the due dateperformance of the contractor any part thereof in anyrespect or the occurring of any claim, nor shall itconclude, determine or affect any other way the powersof the Engineer-in-charge to the final settlement andadjustment of the accounts or otherwise or in any otherway very or affect the contract. The final bill shall besubmitted by the contractor within one month of thedate fixed for the completion of the work otherwise theEngineer-in-charge's certificate of the measurement andof the total amount payable for the work shall be finaland binding on all parties .Payment atreduced rateson accounts ofitem of worknot acceptedas completedto be at thediscretion ofEngineer-in-Charge.CLAUSE 9:The rates for several items of work estimated to costmore than RS.1000/- agreed to within shall be valid onlywhen the items concerned is accepted as having beencompleted full in accordance with the sanctionedspecifications in case where the item of the work are notaccepted as so completed, the Engineer-in-charge maymake payment on account of such items at such reducedrates as he may consider reasonable in the preparationof final or on account bills.CLAUSE 10:Bills to besubmittedmonthly.A bill shall be submitted by the contractor each monthon before the date fixed by the Engineer-in-charge for allwork executed in the previous month and the Engineerin-chargeshall, take or cause to be taken the requisitemeasurements for the purpose of having the sameverified, and the claim so far as it admissible shall beadjusted, if possible, within ten days from thepresentation of the bill. If the contractor does not submitthe bill within the time fixed as aforesaid, the Engineerin-chargemay depute a subordinate to measure up thesaid work in the presence of the contractor or his dulyauthorised agent whose counter signature to themeasurement list shall be sufficient warrant, and theEngineer-in-charge may prepare a bill from such listwhich shall be binding on the contractor in all respects.Signature of Contractor No. of Corrections Executive Engineer(46)

Bills to be onthe printedforms.Store suppliedbyGovernment.CLAUSE 11:The Contractor shall submit all bills on printed forms tobe had on application at the office of Engineer-in-charge.The charges to be made in the bills shall always beentered at the rate of specified in the tender or in thecase of any extra work order in purchase of theseconditions, and not mentioned or provided for in thetender, at the rates hereinafter provided for such work.CLAUSE 12 :If the specification or estimate of the work provide for theuses of any special description of materials to besupplied from the store of the P. W. Department or if it isrequired that the Contractor shall use the certain storeto be provided by the Engineer-in-charge (such materialsand stores and the prices to be charged therefore ashereinafter mentioned being so far as practicable for theconvenience of the contract but not so as in any way tocontrol the meaning or effect of this contract specified inthe schedule of memorandum here to annexed ) thecontractor shall be supplied with such materials andstore as may required from time to time to be used byhim for the purpose of the contract only, and the value ofthe full quantity of the materials and stores so suppliedshall be set off or deducted from any sums then due orthereafter to become due to the Contractor under theContract or otherwise or from the security deposit, or toproceed of sale there of if the security deposit is held inGovernment securities, the same or sufficient portionthereof shall in that case be sold for all purpose. Allmaterial supplied to the Contractor shall be remain theabsolute property of Government and shall on noaccount of remove from the site of the work, and shall atall times be open to inspection by the Engineer-incharge.Any such materials unused and in perfectly goodcondition at the time of completion or determination ofthe contract shall be returned to the Public WorksDepartmental store, if the Engineer-in-charge so requiresby notice in written given under the hands, but theContractor shall not be entitled to return any suchmaterial Except with the consent of the Engineer-inchargeand shall have no claim to compensation onaccount of any such material supplied to him asaforesaid but remaining unused by him or for anwastage in our damage to such any materials.Signature of Contractor No. of Corrections Executive Engineer(47)

CLAUSE 13Works to beexecuted inaccordancewithspecifications,drawings,orders etc.The Contractor shall execute the whole and the everypart of the work in most substantial and workman likemanner, and both as regard material and in every otherrespect in strict accordance with specification. Thecontractor shall also confirm exactly, fully and faithfullyto the designs, drawings and instruction in writingrelating to the works sign the Engineer-in-charge andlodged in his office and to which the contractor shall beentitled to have access for the purpose of inspection atsuch office, or on the site of the work during office hours.The Contractor will be entitled to received three set ofcontract drawing and working drawing as well as onecertified copy of the accepted tender along with the workorder free of cost further copies of the contract drawingsand working drawing if required by him, shall besupplied at the rate of Rs. 300/- per set of contract ofdrawings and Rs. 150/- per working drawing exceptwhere otherwise specified.CLAUSE 14 :Alteration inspecificationsand designsnot toinvalidatecontracts.The Engineer-in-charge shall have power to makes anyalteration in or, addition to the original specificationdrawing design and instructions that may appear to himto be necessary or advisable during the progress of thework, and the Contractor shall be bond to carry out thework with accordance with any instruction in thisconnection which may be given to him in writing signedby the Engineer-in-charge and such alteration shall notinvalidate the contract and any additional work whichthe contractor may be directed to do in the mannerabove specified as part of the work shall be carried outby the contract or on the same rate as specified in thetender for the main work and if the additional andaltered work include any class of work for which no rateis specified in this Contract, then such class of workshall be carried out by the contractor on the samecondition on all respect on which he agreed to do themain work, and at the same rates as specified in thetender for the main work. And if the additional andaltered work includes any class of work for which no rateis specified in this contract, then such class of workshall be carried out at the rates entered in the scheduleSignature of Contractor No. of Corrections Executive Engineer(48)

of the rate of the division or the rate mutually agreedupon between the Engineer-in-charge and theContractor, whichever are lower.Rates forworks notentered inestimate orschedule ofrates of theDistrict.If the additional or altered work for which on the rate isentered in this schedule of the rate of the division isordered to be carried out before the rates or agreed uponthen the Contractor shall, within 7 days of the receipt byhim of the order to carry out the work, informed theEngineer-in-charge of the rate which it is his intention tocharge for such class of work and if the Engineer-inchargedoes not agreed to this rate he shall by notice inwritten be at liberty to cancel his order to carry out suchas class of work and arrange to carry out in suchmanner as he may considered advisable, provided alwaysthat if the contractor shall commence work or incurreany expenditure in regard there to before the rates shallhave been determine at lastly determine herein beforementioned then in such case he shall only be entitled tobe paid in respect of the work carried out or expenditureincurred by him prior to the determination of the rate asaforesaid according to such rate or rates as shall be fixedby the Engineer-in-charge. In the event of the disputethe decision of the Superintending Engineer of the Circlewill be final.Where, however, the work is to be executed according tothe designs drawings and specifications recommended bythe contractor and accepted by the competent authoritythe alterations above referred to shall be within the scopeof such designs, drawings and specifications appendedto the tender.Extension oftime inconsequence ofadditions oralterations.No claim to anypaymentcompensation oralteration in orrestrictions ofwork.The time limit for the completion of the shall be extendedin the proportion that the increase in the cost occasionedby alteration or addition bears to the cost of the originalcontract work, and the certificate of the Engineer-inchargeas to such proportion shall conclusive.CLAUSE 15 :1] If at any time after the execution of the contractdocuments, the Engineer shall for any reason what-sooverother than default on the part of the contractor forwhich the Government is entitled to rescind the contractdesires that the whole or any part of the work specifiedin the tender should be suspended for any period or thatthe whole or part of the work should not be carried outSignature of Contractor No. of Corrections Executive Engineer(49)

at all he shall give to the contractor a notice in writing ofsuch desire and upon the receipt of such notice thecontractor shall forthwith suspend or stop the workwhole or in part as required, after having due regard tothe appropriate stage at which the work should bestopped or suspended so as not to cause any damage orinjury to the work already done or endanger the safetythereof provided that the decision of the Engineer as tothe stage at which the work or any part of it could havebeen safety stopped or suspended shall be final andconclusive against the contractor. The contractor shallhave no claim to any payment or compensationwhatsoever by reason of or in presence of any notice asaforesaid, on account of any suspension stoppage orcurtailment except to the extent specified hereinafter.2] Where the total suspension of work ordered asaforesaid continued for continuous period exceeding 120days, the contractor shall be at liberty to withdraw fromthe contractual obligations under the contract so far as itpertains to the unexecuted part of the work by giving a10 days prior notice in writing to the Engineer within 30days of the expiry of the said period of 120 days of suchintention and require the Engineer to record the finalmeasurements of the work already done and to pay finalbill upon giving such, notice the contractor shall bedeemed to have been discharged from his obligation tocomplete the remaining unexecuted work under hiscontract. On receipt of such notice the Engineer shallproceed to complete the measurement and make suchpayment as may be finally due to the contractor within aperiod of 90 days from the receipt of the of such notice inrespect of the work already done by the contractor. Suchpayment shall not in any manner prejudice the right ofthe contractor to any further compensation under theremaining provisions of this clause.3] Where the Engineer requires the contractor tosuspend the work for a period in excess of 30 days atany time or 60 days in the aggregate, the contractor shallbe entitled to apply to the Engineer within 30 days of theresumption of work after such suspension for payment ofcompensation to the extent of pecuniary loss suffered byhim in respect of working machinery rendered idle on thesite or on the account of his having had to pay the salarySignature of Contractor No. of Corrections Executive Engineer(50)

or wages of labour engaged by him during the saidperiod of suspension provided always that the contractorshall not be entitled to any claim in respect of any suchworking machinery, salary or wages for the first 30 dayswhether consecutive or in the aggregate of suchsuspension or in respect of any suspension whatsoeveroccasioned by unsatisfactory work or any other defaulton his part. The decision of the Engineer in this regardshall be final and conclusive against the contractor.4] In the event of -i) Any total stoppage of work on notice from theEngineer under Sub-Clause (i) in that behalf,ii)Withdrawal by the contractor from the contractualobligation to complete the remaining unexecutedunder sub-clause (2) on account of continuedsuspension of work for a period exceeding 90 days,oriii) Curtailment in the quantity of item or itemsoriginally tendered on account of any alteration,omission or substitution in the specifications,drawings designs, or instructions under clause 14(1) where such curtailment exceeds 25% in quantityand the value of the quantity curtailed beyond 25percent at the rates for the items specified in thetender is more than Rs. 5000/-.It shall be open to the contractor within 90 days from theservice of(i) the notice of stoppage of work or(ii) the notice of withdrawal from the contractualobligation under the contract on account of thecontained suspension of work or(iii) a notice under clause 4 (1) resulting is suchcurtailment to produce to the Engineer satisfactoryevidence that he had purchased or agreed topurchase material for use in the contracted work,before receipt by him the notice of stoppage,suspension or curtailment and require theGovernment to take over payment such materialsat the rates determined by the Engineer providedSignature of Contractor No. of Corrections Executive Engineer(51)

however, such rates shall in no case exceed thatrates at which the same was acquired by thecontractor. The Government shall thereafter takeover the materials so offered provided thequantities offered are not in excess of therequirement of the unexecuted work as specified inthe accepted tender and are of quality andspecifications approved by the Engineer.No claim tocompensationon account ofloss due todelay in supplyof material byGovernment.CLAUSE 15 (A) :The contractor shall not be entitled to claim anycompensation from Government for the loss suffered byhim on account of delay by Government in the supply ofmaterial entered in Schedule A where such delay iscaused by -i) Difficulties relating to the supply of railway wagons .ii) Force majeureiii) Act of God.iv) Act of enemies of the state or any other reasonablecause beyond control of Government.In the case of such delay in the supply of materialsGovernment shall grant such extension of time for thecompletion of the work as shall appear to the ExecutiveEngineer to be reasonable in accordance withcircumstances of the case. The decision of the ExecutiveEngineer as to the extension of time be accepted as finalby the contractor.Time limit forunforeseenclaims.Action andcompensationpayable in caseof bad work.CLAUSE 16 :Under no circumstances whatever shall the contractor beentitled to any compensation from Government on anyaccount unless the contractor shall have submitted aclaim in writing to the Engineer-in-charge within onemonth of the cause of such claim occurring.CLAUSE 17 :If at any time before the security deposit or any partthereof is refunded to the contractor it shall appear tothe Engineer-in-charge or his subordinate in charge ofthe work, that any has been executed with unsoundimperfect or unskillful workmanship or with materials ofinferior quality, or that any materials or articles providedSignature of Contractor No. of Corrections Executive Engineer(52)

y him for the execution of the work are unsound or of aquality inferior to the contracted for or are otherwise notin accordance with the contract it shall be lawful for theEngineer-in-charge to intimate this fact in writing to thecontractor, and then not withstanding the fact that thework materials or articles complained of may have beeninadvertently passed certified and paid for the contractorshall be bound forthwith to rectify, or remove andreconstruct the work so specified in whole or in part, asthe case may require or if so required, shall remove thematerials or articles so specified and provided otherproper and suitable materials or articles at his owncharge and cost, and in the event of his failing to do sowithin a period to be specified by the Engineerin-chargein the written intimation aforesaid, thecontractor shall be liable to pay compensation at the rateof one percent on the amount of the estimate for everyday not exceeding 10 days, during which the failure socontinuous and in the case of any such failure theEngineer-in-charge may rectify or remove and re-executethe work or remove and replace the materials or articlescomplained of as the case may be at the risk andexpense in all respect of contractor. Should theEngineer-in-charge consider that any such inferior workof material as described above may be accepted or madeuse of it shall be within his discretion to accept the sameat such reduced rates as he may fix therefor.Work to beopen toinspection.Contractor orresponsibleagent to bepresent.CLAUSE 18 :All works under or in course of execution or executed inpursuance of the contract shall at all times be open tothe inspection and supervision of the Engineer-in-chargeand his subordinates, and the contractor shall at alltimes during the usual working hours and at all othertimes at which reasonable notice of the intention of theEngineer-in-charge and his subordinate to visit the workshall have been given to the contractor either himself bepresent to receive orders and instructions, or have aresponsible agent duly accredited in writing present forthat purpose. Orders given to the contractor's dulyauthorised agent shall be considered to have the sameforce and effect as if they had been given to thecontractor himself.Signature of Contractor No. of Corrections Executive Engineer(53)

CLAUSE 19 :Notice is to begiven beforework iscovered up.Contractorliable fordamage doneand forimperfection.The contractor shall give not less than five days notice inwriting to the Engineer-in-charge or his subordinate-inchargeof the work before covering up or otherwiseplacing beyond the reach of measurement any work inthat the same may be measured, and correct dimensionsthereof taken before the same is so covered up or placedbeyond the reach of measurement and shall not cover upor placed beyond the reach of measurement any workwithout the consent in writing of the Engineer-in-chargeor his subordinate in charge of the work, and if any workshall be covered up or placed beyond the reach ofmeasurement, without such notice having given orconsent obtained, the same shall be uncovered at theContractor's expense, and in default thereof no paymentor allowance shall be made for such work or for thematerials with which the same was executed.CLAUSE 20 :If during the period of 36 Months (Thirty Six Months)from the date of completion as certified by the engineerin-chargepursuant to clause No.7 of the contract or 48(Forty Eight) Months after commissioning the work,whichever is earlier the opinion of the ExecutiveEngineer the said work is defective in any mannerwhatsoever, the contractor shall forthwith on receipt ofnotice in that behalf from of Executive Engineer, dulycommence execution and completely carry out at his costin every respect all the work that may be necessary forrectifying and settings right the defects specified thereinincluding dismantling and reconstruction of unsafeportions strictly in accordance with and in the mannerprescribed and under the supervision of the ExecutiveEngineer. In the event of the contractor failing orneglecting to commence execution of the saidrectification work within the period prescribed therefor inthe said notice and/or to complete the same as aforesaidas required by the said notice, the Executive Engineerget the same executed and carried out departmentally orby any other agency at the risk on account and at thecost of the contractor. The contractor shall forthwith ondemand pay to the Government the amount of such costcharges & expenses sustained or incurred by theGovernment of which the certificate of the ExecutiveEngineer shall be final and binding on the contractor.Signature of Contractor No. of Corrections Executive Engineer(54)

Such cost charges and expenses shall be deemed to bearrears of land revenue and in the event of the contractorfailing or neglecting to pay the same on demand asaforesaid without prejudice to any other rights andremedies of the Government the same may be recoveredfrom the contractor as arrears of land revenue. TheGovernment shall also be entitled to deduct the samefrom any amount which may then be payable by theGovernment to the Contractor either in respect of thesaid work or any other work whatsoever, or from theamount of security deposit retained by Government.Contractor tosupply plants,ladders,scaffolding etc.CLAUSE 21 :The Contractor shall supply at his own cost all material(except such special materials if any, as may inaccordance with the contract be supplied from thedepartmental store) plant, tools, appliances, implementsladders ,cordage , tackle, scaffolding, and temporaryworks requisite or proper for the proper execution of thework, whether, in the original, altered or substitutedform, and whether included in the specification or otherdocument forming part of the contract or referred to inthese conditions or not and which may be necessary forthe purpose of satisfying or complying with therequirement of the Engineer-in-charge as to any matteras to which under these conditions he is entitled to besatisfied or which he is entitled to require together withthe carriage therefor to and from the work. TheContractor shall also supply without charge the requisitenumber of persons with the means and materialsnecessary for the purpose of setting out work andcounting, weighing and assisting in the measurement orexamination at any time and from time to time of thework or the materials, failing this the same may beprovided by the Engineer-in-charge at the expense of thecontractor and the expenses may be deducted from anymoney due to the contractor under contract from hissecurity deposit or the proceeds of sale thereof, or of asufficient portion thereof.And is liable fordamages arisingfrom nonprovisionoflight, fencingetc.The Contractor shall provided all necessary fencing andlight required to protect the public from accident andshall also be bound to bear the expenses of defence ofevery suit, action or other legal proceeding, that may bebrought by any person for injury sustained owing toSignature of Contractor No. of Corrections Executive Engineer(55)

neglect of the above precaution, and to pay any damagesand costs which may by awarded in any such suit,action or proceedings to any such person or which maywith the consent of the contract be paid forcompromising any claim by any such person.CLAUSE 21 (A) :The contractor shall provide suitable scaffolds andworking platforms gangways and stairways and shallcomply with the following regulations in connectiontherewith.a] Suitable scaffolds be provided for workmen for allworks that cannot be safely done from a ladder or byother means.b] A scaffold shall not be constructed, taken down, orsubstantially altered except.i] Under the supervision of a competent andresponsible persons, andii]As far as possible by competent workerspossessing adequate experience in this kind ofwork.c] All scaffolds and appliances connected therewithand ladders shalli] be of sound material.ii]iii]be of adequate strength having regard to theloads and strains to which they will besubjected, andbe maintained in proper condition.d] Scaffolds shall be so constructed that no partthereof can be displaced consequence of normal usee] Scaffolds shall not be over-loaded and so far aspracticable the load shall be eventually distributedf] Before installing lifting gear on scaffolds specialprecautions shall be taken to ensure the strengthand stability of the scaffolds.Signature of Contractor No. of Corrections Executive Engineer(56)

g] Scaffolds shall be periodically inspected by acompetent personh] Before allowing a scaffold to be used by his workmenthe Contractor shall, whether the scaffold has beenerected by his workmen or not take steps to ensurethat it complies fully with the regulations hereinspecified.[i]Working platform, gangways stairways shall.i] be so constructed that no part thereof cansag unduly or unequally.ii]be so constructed and maintained, havingregard to the prevailing conditions as toreduce as for as practicable risks of personstripping or slipping, andiii] be kept free from any unnecessaryobstruction.[j]In the case of working platform, gangways placesand stairways at height exceeding 3.00 metre ( to bespecified)i] every working platform and every gangwaysshall be closely boarded unless otheradequate measures taken to ensure safely.ii]every work platform and gangway, shall haveadequate width andiii]every working platform, gangway workingplace and stairways shall be suitably fenced.[k] Every opening in the floor of a building or in workingplatform shall except for the time and to the extentrequired to allow the excess of persons or thetransport or shifting of material, be provided withsuitable means to prevent the fall of persons ofmaterial.Signature of Contractor No. of Corrections Executive Engineer(57)

[l]When persons are employed on a roof where is adanger of falling from a height exceeding 3.0msuitable precautions shall be taken to prevent thefall of persons or material.[m] Suitable precautions shall be taken to preventpersons being struck by articles which might fallfrom scaffolds or other working place.[n] Safe means of access shall be provided to all workingplatform and other working places.[o] The contractor(s) will have to make payment toLabourers as per Minimum Wages Act.CLAUSE 21 - B :The Contractor shall comply with the followingregulations as regards the Hoisting Appliances to beused by him.[a] hoisting machines and tackle, including theirattachments, anchorages and supports shall ,i] be of good mechanical construction, soundmaterial and adequate strength and freefrom patent defect, andii] be kept in good repair and in good workingorder.[b] Every rope used in hoisting or lowering materials oras a means of suspension shall be suitable qualityand adequate strength and free from patent defect.[c] Hoisting machines and tackle shall be examined andadequately tested after erection on the site andbefore use be re-examined in position at intervals tobe prescribed by the Government.[d] Every chain, ring, hook, swivel and pulley blockused in hoisting or lowering materials or as a meansof suspension shall he periodically examined.[e] Every crane driver or hoisting appliance operatorshall be properly qualified.Signature of Contractor No. of Corrections Executive Engineer(58)

f] No person who is below the age of 21 years shall bein control of any hoisting machine, including anyscaffold which give signals to the operator.g] In the case of every hoisting machine and of everychain, ring hook, shackle swivel and pulley blockused in hoisting or lowering as a means ofsuspension, the safe working load shall beascertained by adequate means.h] Every hoisting machine and all gear referred topreceding regulation shall be plainly marked withthe safe working load.i] In the case of a hoisting machine having a variablesafe working load each safe working load and theconditions under which it is applicable shall beclearly indicated.j] No part of any hoisting machine or of any gearreferred to in regulation (h) above shall be loadedbeyond the safe working load except for the purposeof testing.k] Motors, gearing transmissions electric wiring andother dangerous parts of hoisting appliance shall beprovided with efficient safeguard.l] Hoisting appliance shall be provided with suchmeans as will reduce to a minimum the risk of theaccidental descent of the load.m] Adequate precaution shall be taken to reduce aminimum the risk of any part of a suspended loadbecoming accidentally displaced.CLAUSE 22 :Measure forprevention offire.The Contractor shall not set fire to any standing jungle,trees, brush wood or grass without a written permit fromthe Executive Engineer .When such permit is given, and also in all cases whendestroying, cut or dug up trees, brushwood, grass etc. byfire, the Contractor shall take necessary measures toSignature of Contractor No. of Corrections Executive Engineer(59)

prevent such fire spreading to or otherwise damagingsurrounding property. The contractor shall make hisown arrangements for the labour employed by him.Liability ofcontractor forany damagedone inoutside workarea.CLAUSE 23 :Compensation for all damages done intentionally orunintentionally by contractor's labour whether in orbeyond the limits of Govt. property including any damagecaused by the spreading of fire mentioned in clause 22shall be the estimated by the Engineer-in-charge or suchother officer as he may appoint and the estimates of theEngineer-in-charge subject to the decision of theSuperintending Engineer on appeal shall be final and thecontractor shall be bound to pay the amount of theassessed compensation on demand, failing which, thesame will be recovered from the contractor as damagesin the manner prescribed in clause 1 or deducted by theEngineer-in-charge from any sums that may be due orbecome due from Government to contractor under thiscontract or otherwise.The contractor shall bear the expenses of defending anyaction or other legal proceedings that may be brought byany persons for injury sustained by him owing to neglectof precautions to prevent the spread of fire and he shallpay any damages and cost that may be awarded by thecourt in consequence.Employment offemale labour.CLAUSE 24The employment of female labourers on worksneighborhood of soldier's barracks should be avoided asfar as possible. The contractor shall employ the labourerfrom nearest employment exchange.Work onSunday.CLAUSE 25No work shall be done on Sunday without the sanctionin writing of the Engineer-in-charge.Work not to besublet.CLAUSE 26The contract shall not be assigned or sublet without thewritten approval of the Engineer-in-charge. And if thecontractor shall assign or sublet his contract or attemptso to do, or become in solvent or commence anySignature of Contractor No. of Corrections Executive Engineer(60)

Contract maybe rescindedand securitydepositforfeited forsubletting itwithoutapproval or forbribing apublic officeror if contractorbecomesinsolvent.proceeding to get himself adjudicated & insolvent ormake any composition with his creditors or attempt so todo or if bribe gratuity, gift, loan perquisite reward oradvantage pecuniary or otherwise, shall either directly orindirectly be given promised or offered by the contractoror any of his servants or agent to any public officer orperson in the employ of Government in any way relatingto his office or employment or if any such officer orperson shall become in any way directly or indirectlyinterested in the contract the Engineer-in-charge maythereupon by notice in writing rescind the contract & thesecurity deposit of the contractor shall thereupon standforfeited and be absolutely at the disposal of Governmentand the same consequences shall ensure as if thecontract had been rescinded under clause 3 hereof andin addition the contractor shall not be entitled to recoveror be paid for any work therefore actually performedunder the contract.Sum payable byway ofcompensation tobe consider asreasonablecompensationwithoutreference toactual loss.Change in theconstitution offirm to benotified.Direction andcontrol ofSuperintendingEngineer.CLAUSE 27All sum payable by a contractor by way of compensationunder any of these condition shall be considered asreasonable compensation to be applied to the use ofGovernment without reference to the actual loss ordamage sustained and whether any damage has or hasnot be sustained.CLAUSE 28In the case of tender by partners any change in theconstitution of a firm shall be forthwith notified by thecontractor to the Engineer-in-charge for his information.CLAUSE 29All work to be executed under the contract shall beexecuted under the direction and subject to the approvalin all respect of the superintending Engineer of the circlefor the time being, who shall be entitled to direct at whatpoint or points and in what manner they are to becommenced and from time to time carried on.Signature of Contractor No. of Corrections Executive Engineer(61)

Direction andcontrol ofSuperintendingEngineer.CLAUSE 30 (1)Except where otherwise specified in the contract andsubject to the powers delegated to him by Governmentunder the code rules then in force the decision of theSuperintending Engineer of the circle for the time beingshall be final conclusive and binding on all parties to thecontract upon all question relating to the meaning of thespecification designs drawing and instructionhereinbefore mentioned & as to the quality ofworkmanship or materials used on the work, or as to anyother question claim right matter or things whatsoever, ifany way arising out of or relating to the contracts,designs drawings specifications estimates instructionsorders or other conditions or otherwise concerning theworks, or the execution or failure to executed the samewhether arising during the progress of the work or afterthe completion or abandonment thereof.CLAUSE 30 (2)The contractor may within thirty days of receipt by himof any order passed by the Superintending Engineer ofthe circle as aforesaid may appeal against it to the ChiefEngineer concerned with the contract work or projectprovided that.a] The accepted value of the contract exceed Rs 10Lakh (Rs Ten Lakhs)b] Amount of claim is not less than Rs 1.00 Lakh (RsOne lakh).CLAUSE 30 (3)If the contractor is not satisfied with the order passed bythe chief Engineer as aforesaid the contractor may withinthirty days of receipt by him of any such order appealagainst it to the concerned secretary Public WorksDepartment who if convinced that primafacia thecontractors claim rejected by Superintending Engineer/Chief Engineer is not frivolous and that there is somesubstance in the claim of the contractor as would merit adetailed Examination and decision by the standingcommittee shall put up to the standing committee atGovernment level for suitable decisions.Signature of Contractor No. of Corrections Executive Engineer(62)

Stores ofEuropean orAmericanmanufactureto be obtainedfromGovernment.Lump sum inestimate.CLAUSE 31The contractor shall obtain from the Public WorksDepartment stores all stores and article of European orAmerican manufacture which may be required for thework or any part thereof or in making up any articlesrequired thereof or in connection there with unless hehas obtained permission in writing from the Engineer-inchargeto obtain such stores and articles elsewhere. Thevalue of such stores and articles as may be supplied tothe contractor by the Engineer-in-charge will be debitedto the contractor in his account at the rates shown in theschedule, in From 'A' attached to the contract and if theyare not entered in the said schedule, they shall bedebited to him at cost price which for the purpose of thiscontract shall include the cost of carriage and all otherexpenses whatsoever which shall have been incurred inobtaining delivery of the same at the stores aforesaid.CLAUSE 32When the estimate on which a tender is made includeslump sums in respect of part of the work contractor shallbe entitled to payment in respect of the items of workinvolved or the part of the work in question at the samerates as are payable under this contract for each item orif the part of the work in question is not in the opinion ofthe Engineer-in-charge capable of measurement, theEngineer-in-charge may at this discretions pay lumpsum amount entered in the estimate and the certificatein writing of the Engineer-in-charge shall be final andconclusive against the contractor with regarded to anysum or sums payable to him under the provisions of thisclause.Action wherenospecifications.CLAUSE 33In the case of any class work for which there is on suchspecification as is mentioned in rule 1 such work shallbe carried out in accordance with the Divisionalspecification and in the event of there being no Divisionalspecification then in such case the work shall be carriedout in all respects in accordance with all instruction andretirement of the Engineer-in-charge.Signature of Contractor No. of Corrections Executive Engineer(63)

Definition ofwork.CLAUSE 34The expression "work" or "works" where used in theseconditions shall unless there be something in the subjector context repugnant to such construction, beconstructed to mean the work or works contracted to beexecuted under or in virtue of the contract whethertemporary or permanent and whether original, altered,substituted or additional.Contractorspercentagewhether appliedto net or grossamount of bill.Quarry feesand royalties.CLAUSE 35The percentage referred to in the tender shall bededucted / added from to the gross amount of the billbefore deducting the value of any stock issued.CLAUSE 36All quarry fees, royalties, octroi dues and ground rent forstacking materials, if any shall be paid by the contractor,directly to revenue department failing of which theamount of royalty charges shall be deducted throughbills and no claims shall be entertained on this ground.CompensationunderWorkmen’sCompensationAct.CLAUSE 37The contractor shall be responsible for and shall paycompensation to his workmen payable under theworkmen's compensation Act 1923 (VII of 1923)(hereinafter called the said Act.) for injuries caused tothe workmen, if such compensation is payable / paid byGovernment as principal under sub-section (i) of section12 of the said Act. on behalf of the contractor it shall berecoverable by Government from the contractor undersubsection (2) of the said section such compensationshall be recovered in the manner laid down in clause 1above.CLAUSE 37 AThe contractor shall be responsible for and shall pay theexpenses of providing medical aid to any workmen whomay suffer a bodily injury as a result of an accident, ifsuch expenses are incurred by Government the sameshall be recoverable from the contractor forthwith and beSignature of Contractor No. of Corrections Executive Engineer(64)

deducted without prejudice to any other remedy ofGovernment from any amount due or that may becomedue to the contractor.CLAUSE 37 BThe contractor shall provided all necessary personalsafety equipment and first aid apparatus available forthe use of the person employed on the site and shallmaintain the same in condition suitable for immediateuse at any time and shall comply with the followingregulations in connection therewith.a] The workers shall be required to use the equipmentso provided by the contractor and the contractorshall take adequate steps to ensure proper use ofthe equipment by those concerned.b] When work is carried on in proximity to any placewhere there is a risk of drawing all necessaryequipment shall be provided and kept ready for useand all necessary steps shall be taken for theprompt rescues of any person in danger.c] Adequate provision shall be made for prompt firstaidtreatment all injuries likely to be sustainedduring the course of the work.CLAUSE 37 CThe contractor shall duly comply with the provision of"The Apprentice Act.1961(iii of 1961) the rule madethereunder and the orders that may be issued from timeto time under the said Act and the said rules and on hisfailure or neglect to do so he shall subject to all theliabilities and penalties provided by the Act and saidrules."Claims forquantitiesentered in thetender orestimate.CLAUSE 381] Quantities in respect of the several items shown in thetender are approximate and no revision in thetendered rate shall be permitted in respect any ofthe items so long as subject to any special provisioncontained in the specifications prescribing aSignature of Contractor No. of Corrections Executive Engineer(65)

different percentage of permissible variation, thequantity of for the item does not exceed the tenderquantity by more than 25 percent and so long as thevalue of the exceeds quantity beyond this limit at therate of the item specified in the tender, is not morethan Rs. 5000/-.2] The contractor shall, If ordered in writing by theEngineer so to do also carry out any quantities inexcess of the limit mentioned in sub-clause (I) hereofon the same conditions as and in accordance withthe specification in the tender and at therates (i) derived from the rates entered in the currentschedule of rates and in the absence of such rates(ii) at the rate prevailing in the market the said ratesbeing increased or decreased as the case may be bythe percentage which the total tendered amountbears to the estimated cost of the work as put totender based upon the schedule of rates applicableto the year in which the tenders were invited (for thepurpose of operation of this clause, this cost shall betaken as Rs. 60,86,550.003] Claim arising out of reduction in the tenderedquantity of any item beyond 25 percent will begoverned by the provision of clause 15 only whenthe amount of such reduction beyond 25 percent atthe item specified in the tender is more than Rs.5000/-Employment offemine labouretc.CLAUSE 39 :The contractor shall employ any famine, convict or otherlabour of a particular kind or class if ordered in writingto do so by the Engineer-in-charge.Claim forcompensationfor delay instarting thework.CLAUSE 40No compensation shall be allowed for any delay causedin the starting of the work on account of acquisition ofland or, in the case of clearance of works on account ofany delay in according sanction to estimates.Signature of Contractor No. of Corrections Executive Engineer(66)

Claim forcompensationfor delay in theexecution ofwork.CLAUSE 41 :No compensation shall be allowed for any delay in theexecution of the work on account of water, standing inborrow pits or compartments. The rate are inclusive forhard or cracked soil, excavation in murum, sub-soilwater standing in borrow pits and no claim for an extrashall be entertained, unless otherwise expresslyspecified.Entering uponorcommencingany portion ofwork.CLAUSE 42 :The contractor shall not enter upon or commence anyportion of work except with the written authority andinstructions of the Engineer-in-charge or of hissubordinate in charge of the work. Failing such authoritythe contractor shall have to claim to ask formeasurements of or payment of work.Minimum ageof personsemployed, theemployment ofdonkeys and/or otheranimals andthe payment offair wages.CLAUSE 43:i) No contractor shall employ any person who is underthe age of 18 years.ii)No contractor shall employ donkeys or other animalswith breaching of string or thin rope. The breachingmust be at least 7.5 centi metres (3 inches) wide andshould be of tape(Nawar).iii) No animal suffering from sore, lameness oremaciation or which is immature shall be employedon the work.iv) The Engineer-in-charge or his Agent is Authorised toremove from work, any person or animal foundworking which does not satisfy these conditions &no responsibility shall be accepted by Governmentfor any delay caused in the completion of the workby such removal.v) The contractor shall pay fair and reasonable wagesto the workmen employed by him, in the contractundertaken by him in the event of dispute arisingbetween the contractor and his workmen on theSignature of Contractor No. of Corrections Executive Engineer(67)

grounds that the wages paid are not fair andreasonable, the dispute shall be referred withoutdelay to the Executive Engineer who shall decide thesame. The decision of the Executive Engineer shallbe conclusive and binding on the contractor butsuch decision shall not in any way affect thecondition in the contract regarding the payment tobe made by Government at the sanctioned tenderrates.vi) Contractor shall provide drinking water facilities tothe workers. Similar amenities shall be provided tothe worker engaged on large work in urban area.vii) Contractor to take precaution against accidentswhich takes place on account of labour using loosegarments while working near machinery.Method ofpayment.Acceptancy ofconditioncompulsorybefore tenderingthe work.Employment ofscarcitylabour.CLAUSE 44 :Payment to contractors shall be made by cheque drawnon any treasury within the division convenient to them,provide the amount exceed Rs.10/-. Amounts notexceeding Rs.10/- will be paid in cash.CLAUSE 45 :Any contractor who dose not accept conditions shall notbe allowed to tender for works.CLAUSE 46 :If Government declares a state of scarcity or famine toexist in any village situated within 16 Kms. of the work,the contractor shall employ upon such parts of the workas are suitable for unskilled labour, any person certifiedto him by the Executive Engineer, or by any person towhom the Executive Engineer may have delegated thisduty in writing to be in need of relief and shall be boundto pay to such person wages not below the, minimumwhich Government may have fixed in this behalf. Anydisputes which may arise in connection with theimplementation of this clause shall be decided by theExecutive Engineer whose decision shall be final andbinding on the Contractor.Signature of Contractor No. of Corrections Executive Engineer(68)

CLAUSE 47 :The price quoted by the contractor shall not in any caseexceed the control price, if any, fixed by Government orreasonable price which it is permissible for him to chargea private purchaser for the same class and description,the controlled price or the price permissible underHoarding and profiteering prevention Ordinance, 1943 asamended from time to time, If the price quoted exceedsthe controlled price of the price permissible underHoarding and Profiteering prevention Ordinance, thecontractor will specifically mention this fact in thistenderer along with reasons for quoting such higherprices.The purchaser at his discretion will in such case exercisethe right of revising the price at any stage so as toconfirm with the controlled price as permissible underthe Hoarding and Profiteering Prevention Ordinance.This discretion will be exercised without prejudice to anyother action that may be taken against the contractor.CLAUSE 47(A):The tender rate are inclusive of all taxes, rates andcesses and are also inclusive of the tax lievable in respectof sale by transfer or property in goods involved in theexecution of a work contract under the provision of Rule58 of Maharashtra Value Added Tax Act 2005 for thepurpose of levy of tax.CLAUSE 48 :The rates to be quoted by the contractor must be inclusive ofall Taxes. No extra payment on this account will be made tothe contractor.CLAUSE 49 :In case of materials that may remain surplus with thecontractor, from those issued for the work contracted for,the date of ascertainment of the materials being surpluswill be taken as the date of sale for the purpose of VATtax and the VAT tax will be recovered on such sale.CLAUSE 49(A) :Contractor should note that recovery at panal rates oftwice the issue rates will be effected if the contractordoes not return surplus material.VAT tax and general tax will be recovered from them.Signature of Contractor No. of Corrections Executive Engineer(69)

CLAUSE 50:The contractor shall employ the unskilled labour to beemployed by him on the said work only from locallyavailable labours and shall given preference to thosepersons enrolled under Maharashtra GovernmentEmployment and Self Employment Departments scheme.Provided, however that if the required unskilled laboursare not available locally the contractor shall in the firstinstance employ such number of persons as is availableand thereafter may with previous permission, in writingof the Executive Engineer- in-charge of the said work,obtain the rest of the requirement of unskilled labourfrom out side the above scheme.Wages to bepaid to theskilled andunskilledlabourersengagedby thecontractor.CLAUSE 51 :The contractors shall pay the labours skilled and unskilledaccording to the wages prescribed by the Minimum Wages Act1948, applicable to the area in which the work the contractoris located. The contractor shall comply with the provisions ofthe Apprentices Act – 1961 and the rules and order’s issuedthere under from time to time, if he fails to do so, his failureswill be a breach of the contract and the SuperintendingEngineer may in his discretion, cancel the contract. Thecontractor shall also be liable for any pecuniary liabilityarising on account of any violation by him of the provision ofAct. The contractor shall pay the labourers skilled andunskilled according to wages prescribed by Minimum WagesAct applicable to the area in which the lies.CLAUSE 52 :All amounts whatsoever which the contractor is liable topay to the Government in connection with the executionof the work including the amount payable in respect of (i)materials and or stores supplied/ issued hereunder bythe Government of the Contractor (ii) hire charges inrespect of heavy plant machinery and equipment givenon hire, by the Government to the contractor forexecution by him of the work and /or on which advanceshave been given by the Government to the contractorshall be deemed to be arrears of Land Revenue and theGovernment may without prejudice to any other rightsand remedies of the Government recover the same fromthe contractors as arrears of land revenue.CLAUSE 53 :The contractor shall duly comply with all the provision ofthe contract labour (Regulation and Abolition) Act. 1970Signature of Contractor No. of Corrections Executive Engineer(70)

(37 to 1970) and Maharashtra Contract Labour(Regulation And Abolition) Rules 1971 as amended fromtime to time and all other relevant statutes and statutoryProvisions Concerning payment of wages particularly toworkmen Employee by the contractor and working on thesite of work. In particular the contractor shall pay wagesto each worker employed by him on the site of the workat the rates Prescribed under the Maharashtra ContractLabour (Regulation and Abolition) Rules 1971. If theContractor fails or neglects to pay wages at the said rates, or make short payment and the Government makessuch payment of wages in full or part thereof less paid bythe contractor, as the case may be the amount so paidby Government to such workers shall be deemed to bearrears of land revenue and the Government shall beentitled to recover the same as such from the contractoror deduct the same from the amount payable by theGovernment to the contractor here under or from anyother amount payable to him by the Government.CLAUSE 54 :The contractor shall engage apprentices such as brickslayers, carpenters, wireman, plumbers as well as blacksmith as recommended by the State ApprenticeshipAdvisor Director of Technical Education, Dhobi Talao,Mumbai-1 on the Construction Work.Conditions for Maleria EradicationCLAUSE 55A) The anti-mallarial and other health measures shallbe as directed by the Joint Director (Malaria &Filaria) of Health Services, Pune.B) Contractor shall see that mosquitogenic conditionsare not created so as to keep vector population tominimum level.C) Contractor shall carry out anti Malaria measures inthe area as per guidelines prescribed in NationalMalaria Eradication Programme and as directed bythe Joint Director (M & F ) of Health Services, Pune.D) In case of default in carrying out prescribedantimaleria measures resulting in increase inmalaria incidence, contractor shall be liable to payto Government the amount spent by Government onSignature of Contractor No. of Corrections Executive Engineer(71)

anti malaria measures to control the situation inaddition to fine.E) RELATIONS WITH PUBLIC AUTHORITIES:The contractor shall make sufficient arrangementfor draining away the sullage water as well as watercoming from bathing and washing place and shalldispose off this water in such a way as not to case anynuisance. He shall also keep premises clean byemploying sufficient number of sweepers.The contractor shall comply with all rulesregulations, bye-laws and directions given from time totime by any local or public authority in connection withthis work and shall pay fees or charges which areleivable on him without any extra cost to Government.Signature of Contractor No. of Corrections Executive Engineer(72)

ADDITIONAL GENERAL CONDITIONS AND SPECIFICATIONS1 These are to apply as additional specifications and conditions unlessotherwise already provided for contradictorily elsewhere in thiscontract.2 CONTRACTOR TO STUDY SITE CONDITIONS:The Contractor shall be deemed to have carefully examined the workand site conditions including labour the general and the specialconditions, the specification schedules, and drawings and shall bedeemed to have, visited the site of the works and to have fullyinformed himself regarding the local condition and carried out hisown investigations to arrive at the rates quoted in the tender. in thisregard, he will be given necessary information to the best ofknowledge of department but without any guarantee about it.If he shall have any doubt as to the meaning of any portion of thesegeneral condition or the special conditions or the scope of work orthe specifications and drawings or any other matter concerning thecontract, he shall in good time before submitting his tender set forththe particulars thereof and submit them to the Executive Engineer,P.W. Division, Ambajogai in writing in order that such doubts maybe clarified authoritatively before tendering. Once a tender issubmitted the matter will be decided in accordance to tendercondition in absence of such authentic pre-clarification.2 A. Competency of TenderThe work will be awarded only to those contractors who areconsidered to be substantially responsive bidders, capable ofperforming the class of work to be completed, before passingthe final award any or all bidders may have to show that he hasthe necessary experience, facilities, ability and financial resourcesto execute the work in satisfactory manner and also within thestipulated time.3 DECLARATION OF THE CONTRACTORThe contractor should sign the declaration form on Page No. 183.4 INDEMNITY :The contractor shall indemnify the Government against all actions,suites, suites claims and demands brought or made against it inrespect of any thing done or omitted to be done by the contractor inexecution of or in connection with the work of this contract andagainst any loss or damage to the Government in consequence of anySignature of Contractor No. of Corrections Executive Engineer(73)

action or suit being brought against the contractor for any thingdone or committed to be done in the execution of the works of thiscontract.5. DEFINITIONS :Unless excluded by or repugnant to the context : -a) The expression "Government" as used in the tender documents shallmean the Public Works Department of the Government ofMaharashtra.b) The expression "Chief Engineer" as used anywhere in the tenderpapers shall mean Officer for the time being of Government ofMaharashtra who is designated as such.c) The expression "Superintending Engineer" as used in the tenderpapers shall mean an officer of Superintending Engineer's rank (bywhatever designation he may be known) under whose control thework lies for the time being.d) The expression "Engineer" or "Engineer-in-charge" as used in thetender papers shall mean the Executive Engineer, in charge of thework for the time being.e) The expression “Employee” used in the tender papers shall meanthe party who will employ the contractor to carry out the work.f) The expression “Deputy Chief Architect” as used in the tenderpaper shall mean the Deputy Chief Architect, P.W.D. for this work atAuranagabd.g) The expression "Contractor" used in the tender papers shall meanthe successful tenderer whose tender has been accepted, and whohas been authorised to proceed with the work.h) The expression "Contract" as used in the tender papers shall meanthe deed of contract together with its original accompaniment andthose later incorporated in it by mutual consent.i) The expression "Plant" as used in the tender papers shall mean everymachinery, necessary or considered necessary by the Engineer toexecute, construct, complete and maintain the works and used in,altered, modified, substituted and additional work ordered in thetime and in the manner herein provided and all temporary materialsand special and other articles of appliances of every sort, kind anddescription whatsoever intended or used hereof.Signature of Contractor No. of Corrections Executive Engineer(74)

j) "Drawing" shall mean the drawings referred to in the specificationsand any modifications of such drawings approved in writing byEngineer and such other drawings as may from time to time befurnished or approved in writing by the Engineer.k) 'Engineer's Representative" shall mean an assistance of theEngineer notified in writing to the Contractor by the Engineer.l) "Provisional items" shall mean items for which approximatequantities have been included in the tender documents.m) The "Site" shall mean the lands and/or other places, on, under in orthrough which the work is to be executed under the contractincluding any other lands or places which may be allotted byGovernment or used for the purpose of contract.n) The "Work" shall mean the works to be executed in accordance withthe contract or part(s) thereof as the case may be and shall includeall extra, additional, altered or substituted works as required forperformance of the contract.o) The "Contract Sum" shall mean the sum for which the tender isaccepted.p) The "Accepting Authority" shall mean the officer competent toaccept the tender.q) The "Day" shall mean a day of 24 hours from midnight to midnightirrespective of the number of hours worked in any day in that week.r) "Temporary works" shall mean all temporary works of every kindrequired in or about the execution, completion or ,maintenance ofthe works.s) "Urgent works" shall mean any measure which, in the opinion of theEngineer-in-charge, become necessary during the progress of thework to obviate any risk or accident or failure or which becomenecessary for security of the work or the persons working, thereon.(t)The expression “ Latest Valid Certificate ” as used in the tenderpapers shall mean certificate issued during the last financial year orcertificate issued during the current financial year of the tenderopening.Signature of Contractor No. of Corrections Executive Engineer(75)

Where the context so required, words importing the singular onlyalso include the plural and Vice-versa.Heading and marginal notes, if any, to the general conditions shallnot be deemed to form part thereof or be taken into consideration inthe interpretation or construction thereof of the contract.Wherever there is mention of "Schedule of Rates" of the Division orsimply D.S.R. in this tender, it will be taken to mean as "Theschedule of the rates of the division in whose jurisdiction the worklies".6 ERRORS, OMISSIONS AND DISCREPANCIES:a) In case of errors, omissions and/or disagreement between writtenand scaled dimensions on the drawings or between the drawings andspecifications etc., the following order of preference shall apply.i. Between actual scaled and written dimensions or descriptionon a drawing the latter shall be adopted.ii.iii.iv.Between the written or shown description or dimensions in thedrawing and the corresponding one in the specification thelatter shall apply.Between the quantities shown in the schedule of quantitiesand those arrived at from the drawing the latter shall bepreferred.Between the written description or the item in the schedule ofquantities and detailed description in the specifications of thesame item, the latter shall be adopted.b) In case of discrepancy between the rate percentage quoted rate infigures and words the lowest of the two will be consider foracceptance of the tender.c) In all cases of omissions and / or doubts or discrepancies in thedimensions or description of any item of specifications a referenceshall be made to the Executive Engineer, P.W. Division, Ambajogaiwhose elucidation, elaboration or decision shall be considered asauthentic. The contractor shall be held responsible for any errorsthat may occur in the work through lack of such reference andprecautions.Signature of Contractor No. of Corrections Executive Engineer(76)

d) The special provision in detailed specifications and wording of anyitem shall gain precedence over corresponding contradictoryprovisions (if any) in the standard specification of Public WorksDepartment Hand Book where reference to such specifications isgiven without reproducing the details in contract.7 Methodology of Construction and Construction Equipments:7 A) Methodology of Construction :The contractor shall furnish at least 15 days in advance hisprogramme of commencement of items of work, the details of actualmethods that would be adopted by the contractor for the execution ofvarious items of work such as well sinking cast in situ superstructure for bridge work, earthwork WBM black topping items etc.for road works supported by necessary detailed drawings andsketches including those of the plant and machinery that would beused, their locations arrangement for conveying and handling.materials etc. and obtain prior approval of the Engineer-in-charge,well in advance of starting of such item of work, The Engineer-incharge,reserve the right to suggest modifications or makecorrections in the method proposed by the contractor, whetheraccepted previously or not, at any stage of the work, to obtain thedesired accuracy, quality and progress of work which shall bebinding on the contractor. No claim on account of such change inmethod of execution will be entertained by Government so long asSpecifications of the item remain unaltered.The sole responsibility for the safety and adequacy of the methodsadopted by the contractor will however rest on the contractorirrespective of any approval given by the Engineer. In case ofslippage from the approved work programme at any stage thecontractor shall furnish revised programme to make up the slippagewithin the stipulated time schedule and obtain the approval of theEngineer to the revised programme.7 B) CONSTRUCTION EQUIPMENTSThe Contractor shall be required to give trial run of the equipmentsfor the establishing their capability to achieve the laid downspecifications and tolerance to the satisfaction of the Engineer beforecommencement of the work. All equipments provided shall be ofproven efficiency and shall be operated and maintained at all times,in a manner acceptable to the Engineer and no equipement orpersonnel will be removed from the site without permission of theEngineer.Signature of Contractor No. of Corrections Executive Engineer(77)

7 C) PROGRESS SCHEDULEi] The contractor shall furnish within the period of one month ofthe order to start the work, the programme of work inCPM/PERT charts in quadruplicate indicating the date ofactual start, the monthly progress expected to be achieved andanticipated completion date of each major item of work to bedone by him, also indicating dates of procurement and settingup of the materials, plant and machinery. The schedule is tobe such as is practicable of achievement towards thecompletion of the whole work in the time limit, and of theparticular items, if any, on the due dates specified in thecontract and shall have the approval of the Engineer-in-charge.No revised schedule shall be operative without suchacceptance in writing. The Engineer is further empowered toask for more detailed schedule or schedules, say; week byweek for any item or items, in case of urgency of work as willbe directed by him and the contractor shall supply the same asand when asked for.ii]iii]iv]The contractor shall furnish sufficient plant, equipment andlabour as may be necessary to maintain the progress schedule.The working and shift hours restricted to one shift a day foroperations to be done under the Government supervision shallbe such as may be approved by the Engineer-in-charge. Theyshall not be varied without the prior approval of the Engineer.Night work which requires supervision shall not be permittedexcept when specifically allowed by Engineer each time, ifrequested by the contractor. The Contractor shall providenecessary lighting arrangements etc. for night work as directedby Engineer without extra cost.Further, the contractor shall submit the progress report ofwork in prescribed forms and charts etc. at periodical intervalsas may be specified by the Engineer-in-charge, schedule shallbe in form of progress charts, forms, progress statementand/or reports as may be approved by the Engineer.The contractor shall maintain proforma, charts, detailsregarding machinery, equipment, labour, materials, personneletc. as may be specified by the Engineer and submit periodicalreturns thereof as may be specified by the Engineer-in-charge.Signature of Contractor No. of Corrections Executive Engineer(78)

8 AGENT AND WORK ORDER BOOK :The contractor shall himself engage an authorised all time agent onthe work capable of managing and guiding the work andunderstanding the specifications and contract conditions. A qualifiedand experienced Engineer shall be provided by the contractor as hisagent for technical matters in case the Engineer-in-charge considersthis as essential for the work and so directs the contractor. He willtake orders as will be given by the Executive Engineer or hisrepresentative and shall be responsible for carrying them out. Thisagent shall not be changed without prior intimation to the ExecutiveEngineer and his representative on the work site.The Engineer-in-charge has the unquestionable right to ask forchanges in the quality and strength of contractor's supervisory staffand to order removal from work of any of such staff. The contractorshall comply with such orders and effect replacements to thesatisfaction of the Engineer-in-charge.A work order book shall be maintained on site and it shall be theproperty of Government and the contractor shall promptly signorders given there in by the Executive Engineer or his representativeand his superior officers and comply with them.The compliance shall be reported by the contractor to the Engineer ingood time so that it can be checked. The Blank work order book withmachine numbered pages will be provided by the Department free ofcharge for this purpose. The contractor will be allowed to copy outinstructions therein from time to time.9 SETTING OUT :i. SETTING OUT FOR BRIDGE WORKSImmediately on receipt of the work order, the contractor shall at hisown expenses clean the site and take up a provisional and finalsetting out and lining out of the work under the supervision of hisresponsible representative and shall provide necessary materials,labours, tools, instruments etc. required for the same.One tentative abutment location will be indicated by the Engineer incharge and centre line of the bridge shall be defined by him. Thecontractor will then have to fix up the location of the other abutment.The abutment locations will then by verified by the department andmay be adjusted. Once the final location of abutment is so finalised,it will be the contractor's responsibility to line out and locate theremaining foundation of piers.Signature of Contractor No. of Corrections Executive Engineer(79)

The contractor shall be responsible for true and proper setting out ofthe work and for the correctness of the position, level dimensionsand arrangements of all parts of works and for providing allnecessary instruments appliances and labours in connecting therewith at his own cost. Officers may assist the contractor in propersetting out Government instruments may be allowed to be used forsetting out of work for such costs shall be recovered from thecontractor. If any time during the progress of work, any errors arisein regards to levels of dimensions or alignment of any part of thework, rectifications thereof on being required do so, will be carriedout by the contractor at his own cost, unless such, errors are basedon incorrect data, supplied in writing by the Engineer or hisauthorised representative in which case the expenses of therectifications shall be refunded by Government.The checking of any setting out or checking of levels by the Engineeror his authorised representative shall not in any way relieve thecontracts of his responsibility for the correctness thereof. Thecontractor shall carefully protect and preserve all bench marks, siterails, page and other things used in setting out of work.ii SETTING OUT FOR ROAD WORKS :a) The contractor shall establish working bench marks in thearea soon after taking possession of the site. The referenceBench mark for the are shall be as indicated in the ContractDocument. The working bench mark/s shall be at the rate offour per Km. and also at or near all drainage structures, overbridges and underpasses. The working bench marks shall begot approved from Engineer. Checks must be made on thesebench marks once every month and adjustment if any gotagreed with Engineer and recorded. An up to date record of allbench marks including approved adjustment, if any shall bemaintained by the contractor and also a copy supplied to theEngineer for his record.b) The lines and levels of formation, side slopes, drainage,carriage ways and shoulders shall be carefully set andfrequently checked, care being taken to ensure that correctgradients and cross sections are everywhere obtained.c) In order to facilitate the setting out of the works, the centreline of the carriage way or highway must be accuratelyestablished by the contractor and approved by the Engineer. Itmust then be accurately referenced in a manner satisfactory tothe Engineer, every 50 meters intervals in plain and rollingSignature of Contractor No. of Corrections Executive Engineer(80)

terrain and 20 meters intervals in hilly terrain and in allcurves points as directed by the Engineer with marker pegsand change boards set in or near the fence line, and aschedule of reference dimensions shall be prepared andsupplied by the contractor to the Engineer. These markersshall be maintained until the works reach finished formationlevel and are accepted by the Engineer.d) On construction, reaching the formation level stage, the centreline shall again set out by the contractor and when approvedby the Engineer, shall be accurately referenced in a mannersatisfactory to the Engineer by marker pegs set at the outlimits of the formation.e) No reference pegs or marker shall be removed or withdrawwithout the approval of the Engineer and no earthwork orstructural work shall be commenced until the center lines hasbeen referenced.f) The contractor will be the sole responsible party for safeguardsall survey monuments, bench marks, beacons etc. TheEngineer will provide the contractor with the data necessaryfor the setting out of the centre line.All dimensions and levels shown on the drawings or mentionedin documents forming part of or issued under the contractshall be verified by the contractor on the site and he shallimmediately inform the Engineer of any apparent errors ordiscrepancies in such dimensions or levels. The contractorshall after or in connection with the setting out of the centreline, survey the terrain along the road and shall submit to theEngineer for his approval, a profile along the road centre lineand cross sections at intervals as required by the Engineer.g) After obtaining approval of the Engineer, work on item ofearthwork can commence and the profile and cross sectionsshall form the basis for measurements and payment. Thecontractor is responsible for checking that all the basictraverse points are in place at the commencement of thecontract and if any are missing, or appear to have disturbed,the contractor shall make arrangements in re-establishingthese points.A “Survey File” containing the necessary data will be madeavailable for this purpose. If in the opinion of the Engineer,design modifications of the centre line or grade are advisable,Signature of Contractor No. of Corrections Executive Engineer(81)

the Engineer will issued detailed instructions to the contractorand the contractor shall perform the modification in the field,as required and modify the ground levels on the cross sectionsaccordingly as many times as required. There will be noseparate payment for any survey work performed by thecontractor. The cost of these services shall be considered asbeing included in the cost of the items of work in the Bill ofQuantities.h) The works of setting out shall be deemed to be part of generalworks, preparatory to the execution of work and no separatepayment shall be made for the same.iii)RESPONSIBILITIES FOR LEVEL AND ALIGNMENT:The contractor shall be entirely and exclusively responsible for thehorizontal and vertical alignment, the levels and correctness of everypart of the work and shall rectify any errors or imperfection therein,such rectification shall be carried out by the contractor at his owncost, when instruction are issued to that effect by the Engineer.10 LEVELING INSTRUMENTS :If measurements of items of the work are based on volumetricmeasurements, calculated from levels taken before and afterconstruction of the item, a sufficient number of leveling instruments,staves, tapes etc. will have to be kept available by the contractor atthe site of work for this purpose. Lack of such leveling instruments,staves, tapes etc. in required numbers may cause delay inmeasurement of the work. The contractor will have therefore to keepsufficient number of these instruments readily available at site andin good working conditions.11 AUTHORITIES OF THE ENGINEER-IN-CHARGE'S REPRESENTATIVE:The duties of the representative of the Engineer-in-charge are towatch and supervise the work and test and examine any material tobe used or workmanship employed in connection with the works.The Engineer-in-charge may from time to time, in writing delegate tothis representative any of the powers and authorities vested in theEngineer-in-charge and shall furnish to the contractor copy of allsuch delegations or power and authorities. Any written instruction ofapproval given by the representative of the Engineer-in-charge to thecontractor within the terms of such delegations (but not otherwise)shall bind the contractor and the department as though it had beengiven by the Engineer-in-charge, provided always as follows.Signature of Contractor No. of Corrections Executive Engineer(82)

Failure of the representative of the Engineer-in-charge to disapproveany work or material shall not prejudice the power of the Engineerin-chargethereafter to disapprove such work or materials so orderthe putting down removal or breaking up thereof.12 CO-ORDINATION :When several agencies for different sub-works of the project are towork simultaneously on the project site there must be full coordinationand co-operation between different contractors to ensuretimely completion of whole project smoothly. The scheduled dates forcompletion specified in each contract shall therefore be strictlyadhered to Each contractor may make his independentarrangements for water, power, housing etc. if they so desire. On theother hand the contractors are at liberty to come to mutualagreement in this behalf and make joint arrangements with theapproval of the Engineer. No contractor shall take or cause to betaken any steps or action that may cause, description, discontent ordisturbance to work, labour or arrangement, etc. of other contractorsin the project localities any action by any contractor which theEngineer, in his unquestioned discretion may consider asinfringement of the above code would be considered as a breach ofthe contract conditions and shall dealt with as such.In case of any dispute or disagreement between the contractors, theEngineer's decisions regarding the co-ordinations, Co-operation andfacilities to be provided by any of the contractors shall be final andbinding on the contractor concerned and such a decision ordecisions shall not vitiate any contract nor absolve the contractor(s)of his/ their obligations under the contract not form the grounds forany claims or compensation.13 ASSISTANCE IN PROCURING PRIORITIES, PERMITS ETC. :The Engineer on a written request by Contractor will if in his opinionthe request is reasonable and in the interest of work and itsprogress, assist the contractor in securing the priorities fordeliveries, transport, permits for controlled materials etc. where suchas needed. The Government will not however be responsible for thenon availability of such facilities or delay in this behalf and no claimsno account of such failures or delays shall be allowed by theGovernment.The contractor shall have to make his own arrangements formachinery required for the work. However if such is convenientlyavailable with the Department may be spared as per fuels in force onrecovery of necessary security deposits and rent with agreement inthe prescribed form. Such an agreement shall be independent of thisSignature of Contractor No. of Corrections Executive Engineer(83)

contract and the supply or non supply of machinery shall not form aground for any claim or extension of time limit for this work.14 QUARRIES :14.1 The contractor(s) shall have to arrange himself/themselves toprocure the quarry. However necessary assistance will be renderedby the Department for procuring the quarries if required by thecontractor.14.2 The quarrying operations shall be carried out by the contractor withproper equipment such as compressor, jack-hammers, drill bits,explosives etc. and sufficient number of workmen shall be employedso as to get the required out turn.14.3 The contractor shall carry out the works in the quarries inconformity with all the rules and regulations already laid down ormay be laid down from time to time by Government. Any costincurred by Government due to non-compliance of any rules orregulations or due to damages by the contractor shall be theresponsibility of the contractor. The Engineer-in-charge or hisrepresentative shall be given full facility by the contractor forinspection at all times of the working of the quarry, recordsmaintained, the stocks of the explosives and detonators etc. so as toenable him to check that the working records and storage are all inaccordance with the relevant rules. The Engineer-in-charge or hisrepresentative shall at any time be allowed to inspect the work,building, and equipment at the quarters.14.4 The contractor shall maintain at his own cost the books, register etc.required to be maintained under the relevant rules and regulationsand as directed by the Engineer-in-charge. These books shall beopen for inspection at all times by the Engineer-in-charge or hisrepresentatives and the contractor shall furnish the copies orextracts of the books or registers as and when required.14.5 All quarrying operations shall be carried out by the contractor inorganised and expeditious manner, systematically and with properplanning, the contractor shall engage licensed blaster and adoptelectric blasting and/or any other approved method which wouldensure complete safety to all the men engaged in the quarry and itssurroundings. The contractor shall himself provide suitablemagazines and arrange to procure and store explosives etc. asrequired under the rules at his own cost. The designs and thelocation of the magazine shall be got approved in advance from theChief Inspector of Explosives and the rules and regulations in thisconnection as laid down by the Chief Inspector of Explosives, fromSignature of Contractor No. of Corrections Executive Engineer(84)

time to time shall be strictly adhered to by the contractor. It isgenerally experienced that it takes time to obtain the necessarylicense for blasting and license for storage of material from theconcerned authorities. The contractor must therefore take timelyadvanced action for procuring all such licenses so that the workprogress may not be hampered.14.6 The quarrying operations shall be carried out by the contractor to theentire satisfaction of the Engineer-in-charge and the development ofthe quarry shall be made efficiently so as to avoid the wastage ofstones. Only such stone as are the required quality shall be used onthe work. Any stone which is in the opinion of the Engineer-incharge,not in accordance with the specifications or of requiredquality will be rejected at any time, at the quarry or at the site ofwork. The rejected material shall not be used on the work and suchrejected material shall be removed to the place shown at thecontractor's cost.14.7 The approaches to the quarrying place from the existing public roadsshall have to be arranged by the contractor at him own cost, and theapproaches shall be maintained by the contractor at his own cost tillthe work is over.14.8 Since all stones quarried from Government quarry (if made available)by the contractor including the excavated over burden are theproperty of the Government, no stones or the earth shall be suppliedby the contractor to any other agencies or works, and are not allowedto be taken away for any other works. All such surplus quarriedmaterials not required for work under this contract shall be theproperty of the Government shall be handed over by the contractor tothe Government free of cost at the quarry site duly heaped at thespots indicated by the Engineer-in-charge. If however theGovernment does not require such surplus material, the contractormay be allowed to dispose off or use such material else where withprior written permission of Engineer-in-charge. Leaving off a quarryface or opening of new quarry face shall be done only on the approvalof the Engineer-in-charge.14.9 Quarrying permission will have to be directly obtained by thecontractor from the collector of the District concerned for whichpurpose the Department will render necessary assistance. All quarryfees, royalty charges, octroi duties ground rent for stacking materialetc. if any to be paid shall be paid directly by the contractor as perrules in force.Signature of Contractor No. of Corrections Executive Engineer(85)

14.10 The contractor will be permitted to erect at his own risk and cost atthe quarry site if suitable vacant space in Government area isavailable for the purpose, of his own structures or stores, offices etc.at places approved by the Engineer-in-charge. On completion of thework the contractor shall remove all the structures erected by himand restore the site to its original conditions.14.11 The contractor shall not use land in the quarry for cultivation or forany other purpose except that required for breaking or transportingstones.14.12 The contractor will be responsible to make all payment of quarryfees, royalty etc.14.13 The claims/ representation on account of change of source ofmaterial or closing of quarries by the Revenue or change in leadsextra shall not be entertained. The contractor shall study the lead formaterial including sand carefully before quoting rates.15 COLLECTION OF MATERIALS :i. Where suitable and approved P. W. Department's quarriesexist, the contractor or piece worker will be allowed if otherwisethere is no objection to obtain the materials to the extentrequired for the work from the quarry. He will be however,liable to pay compensation, if any damage is caused to thequarry either deliberately or through negligence or for wastageof materials by himself or his staff or labour. The contractorshall pay necessary royalty in advance and shall submitdetailed account materials quarries as directed.iiiiiWhere no suitable P. W. Department's quarries exist or whenthe quality of the material required cannot be obtained from P.W. Department quarry the contractor or piece-worker shallmake his own arrangement to obtain the material from existingor a new quarry in Government waste land, private land orland belonging to other states or talukas, etc. After opening thequarry but before starting collection, the quarry shall be gotapproved by the Engineer-in-charge or his representatives. Thecontractor or piece workers shall pay all royalty chargescompensation etc. No claims or responsibility on account ofany obstruction caused to execution of the work by difficultiesarising out of private owners of land, will be entertained.The rates in the tender includes all incidental charges such asopening of new quarry, opening out a new portion in a existingquarry, removing top soil and the unsuitable material,Signature of Contractor No. of Corrections Executive Engineer(86)

dewatering a quarry, cost of blasting powder and fuse, lift,lead, repairs of existing cart tracks, making new cart tracks,control charges Central/State Government or municipal taxes.ivvviviiviiiThe rates in the tender are for the delivery of approved materialon road side properly stacked at places specified by Engineerin-chargeand are inclusive of conveyance charges in respect ofthe leads and lifts. No claim on account of the charges in leadwill be entertained.No material shall be removed from the land within roadboundary or from the land touching it without the writtenpermission of the Engineer-in-charge or his authorised agent.If any material is unauthorisely obtained from such places, thecontractor or piece worker shall have to make good thedamages and pay such compensation, in addition as may bedecided by the Executive Engineer and will have stop furthercollection.Any material that falls on any P.W.D. Road from the cart etc.during conveyance shall be immediately picked up andremoved by the contractor or piece-worker, failing which it willbe got removed departmentally at his cost. No heap shall beleft prior to stacking even temporarily on the road surface or inany way so as to cause any obstruction or danger to the traffic.The contractor or the piece worker shall be liable to pay for anyclaims of compensation etc. arising out of accident etc. Anysuch material causing obstruction or danger etc. will be gotremoved departmentally at his cost and no claims for any lossor damage to the material, thus removed, will be entertained.The contractor shall also be responsible for the damage oraccident etc. arising out of any material that falls on the roador track, not in charge of the Department and shall attend toany complaints which may be received.The material shall not be stacked in place where it is liable tobe damaged or lost due to traffic passing over it, to be washedaway by rains or flood, to be buried under the land slide etc. orto slip down on embankment or hill side etc. No claims for anyloss due to these and similar causes will be entertained.Before stacking, the material shall be freed from all earth,rubbish, vegetable matter, and other extraneous substanceand in the case of metal, screened to gauge, if so directed.When ready, it shall be stacked entirely clear of the road way,on ground which has been cleaned of vegetation and leveled.Signature of Contractor No. of Corrections Executive Engineer(87)

On high banks, ghat roads etc. where it may not be practicableto stack it entirely clear of the road way, it may stacked withthe permission of the Engineer-incharge on berms in such away such a way as to cause minimum danger and obstructionto the traffic or as may be directed by him.ixxxixiiThe size of the stack of the materials other than rubble shallbe 3 x 1.5 x 0.60 meter or such other size as may be directedby the Engineer-in-charge and all but one stack in 200 metersshall be of the same uniform size and shall be uniformlydistributed over whole lengths. One stack (at the end) in each200 mtrs. may be of length different from the rest in order toadjust total quantity to be required but its width and heightwill be the same as those of the rest.The Sub-Divisional Officer shall supply the contractor with astatement showing 200 metre wise quantities that will berequired and the order in which the collection is to be done. Nomaterials in excess of requirements in that 200 metre shall bestacked. Any excess quantity shall be removed at the expenseof the contractor or piece worker to where it is required beforethe material in that 200 metre is finally measured.In stacking materials, the deposition shall commence at theend of the km. farthest from the quarry and be carriedcontinuously to the other end (unless other wise directed bythe Executive Engineer). Stacking in one 200 metre shallbe completed before it is started in another unless directedotherwise in writing by the Executive Engineer. Measurementsof the materials stacked in the 200 metre will not be recordeduntil the full quantity required has been stacked unless otherwise authorised by Engineer in writing. Collecting andspreading shall not be carried on at the same time in one andthe same Km. or in two adjoining kms except with the writtenpermission of the Executive Engineer .Unless otherwise directed, the materials shall be collected inthe following order according to availability of space:(1) Rubble (if included in tender). (2) Metal, (3) Soft murum and(4) Hard Murum. Hard murum shall be stacked on the sideopposite to that on which soft murum has been stacked.Similarly metal collected for petty repairs shall be stacked onthe side opposite to metal for new layer. Where metal for twolayers has to be stacked as in the case of new roads, the metalfor each layer shall be stacked on opposite sides of the road.Signature of Contractor No. of Corrections Executive Engineer(88)

xiiixivAll road material shall be examined and measured before it isspread. The labour for measurements (and checkmeasurements wherever carried out) shall be supplied by thecontractor or piece worker. Immediately after themeasurements are recorded, the stacks shall be marked by thecontractor or piece worker by white wash or otherwise as maybe directed by the Executive Engineer to prevent of anypossibility of the same material being measured and recordedover again to prevent any unauthorised tampering with thestacks. If the contractor or piece worker fails to attend themeasurements of materials after receiving the notice from theSub-Divisional Officer or his subordinate stating date and timeof the intention to measure the work, the same shall bemeasured nevertheless and no complaint in this respect will beentertained latter on. If the contractor or piece worker fails tosupply sufficient labour for the materials required at the timeof measurements or check measurements after due notice hasbeen given to him, the expenses incurred on account ofemploying Departmental labour or material etc. shall becharged against his account.No deduction will be made for voids.16 TEMPORARY QUARTERS AND SITE OFFICE :i The contractor shall at his own expense maintain sufficientexperienced supervisory staff etc. required for the work andshall make his own arrangement provide housing for themwith all necessary arrangements including fire preventivemeasures etc. as directed by Engineer in charge.iiThe contractor shall provide, furnish, maintain and remove oncompletion of the work a suitable office on the work site for theuse of the Executive Engineer’s representative. The coveredarea exclusive of varandah should not be less than 37.17 sqm.It may have bomooo matting walls and asbestos or corrugatediron roof, paved floor should be 45 cm above ground level. Heshould provide latrines, urinals and keep them clean daily.This will be supposed to be included in his rates.17 TREASURE TROVE :In the event of discovery by the contractor or his employees duringthe progress of the work if any treasury fossils, minerals or any otherarticles of value or interest, the contractor shall give immediateintimation thereof to the Engineer and forthwith make over to theSignature of Contractor No. of Corrections Executive Engineer(89)

Engineer and forthwith make over to the Engineer such treasure orthings which shall be the property of the Government.18 PATENTED DEVICE MATERIALS AND PROCESSESWhenever the contractor desires to use any designed device materialsor process covered by letter of patent or copy right, the right for suchuse shall be secured by suitable legal arrangement and agreementwith patent owner and the copy of their agreement shall be filed withthe Engineer-in-charge so desired by the latter.19 EXPLOSIVES :The contractor shall at his own expense construct and maintainproper magazines if such are required for the storage of explosive foruse in connections with the works and such magazines beingsituated, constructed and maintained, in accordance with theGovernment rules applicable on that behalf. The contractor shall athis own expenses obtain such license or licenses as may benecessary for storing and using explosives, Not-with-standing thatthe locations etc. of storage of explosive are approved by theEngineer. The Government shall not bear any responsibilitywhatsoever in connection with the storage and use of the explosiveson the site or any accident or occurrence whatsoever in connectionthere with all operations of the contractor in or for which explosivesare employed being at the risk of the contractor and upon his soleresponsibility and the contractor hereby give to Government anobsolete indemnity in respect thereof.20 DAMAGE BY FLOODS OR ACCIDENTS :The contractor shall take all precautions against damage by floods ortides or from accidents etc. No compensation will be allowed to thecontractor on this account or for correcting and repairing any suchdamage to the work during construction. The contractor shall beliable to make good at his cost any plant or material belonging to theGovernment lost or damaged by floods or from any other cause whilein his charge.21 POLICE PROTECTION :For the special protection of the camp of the contractors work theDepartment will help the contractor as far as possible to arrange forsuch protection with the concerned authorities if so required by thecontractor in writing. The full cost of such protection shall be borneby the contractor.Signature of Contractor No. of Corrections Executive Engineer(90)

22 TRAFFIC REGULATIONS:22.1 Unless separately provided for in the contract the contractor shall have tomake all necessary arrangements for regulating traffic, day and nightduring the period of construction to the entire satisfaction of the Engineer.This includes the construction and maintenance to diversion if necessaryat no extra cost to Government. The contractor shall regulate the traffic asper direction of Engineer in charge. The contractor shall have to providenecessary caution boards, barricades, flags, lights and watchman etc. soas to comply with the latest Motor Vehicles rules and regulations for trafficsafety and he shall be responsible for all claims from accidents which mayarise due to his negligence whether in regulating the traffic or in stackingmaterials on the roads, or due to any other reasons. The contractor shallmaintain the diversion properly at his own cost as directed by Engineer inCharge till the completion of work.22.2 The contractor shall at all times carry out the work on the road in amanner creating least interference to the flow of traffic, while consistentwith the satisfactory execution of the same. For all works, involvingimprovements to the existing road, the contractor shall, in accordance withthe directives of the Engineer, provide and maintain, during the executionof work a passage for traffic, either along or part of the existing carriageway under improvement or along a temporary diversion constructed closeto the road.22.3 It is to be clearly understood that whatever work carried out by thecontractor for construction of diversion road including earthwork,W.B.M. Bituminous Surface Dressing, R.C.C. pipe drains etc. will bepaid for only once. If the items of temp. diversion are included in thecontract and if due to flow of traffic, due to floods or due to any othercause, this diversion road and/ or the R.C.C. drain gets damaged itshall be repaired and maintained by the contractor in good conditiontill completion of the whole work at his own expenses.22.4 The contractor have to make own arrangements for temporaryacquisition of land, if required for diversion.23. SUPERVISION & INSPECTION OF WORKS & QUALITY CONTROL23.1 SUPERVISIONThe contractor shall either himself supervise the execution of theworks or shall appoint the competent agent approved by theEngineer-in-charge, the contractor has himself no sufficientknowledge and experience of receiving instructions or cannot give hisfull attention to the works, the contractor shall at his own expenses,employ as his accredited agent a qualified engineer approved by theEngineer-in-charge.Signature of Contractor No. of Corrections Executive Engineer(91)

Orders given to the contractor's agent shall be considered to have theforce as if these had been given to the contractor himself. If thecontractor fails to appoint a suitable agent as directed by theEngineer-in-charge, the Engineer-in-charge shall have full power tosuspend the execution of the work until such date suitable agent isappointed and the contractor shall be responsible for the delay socaused to the works and the contractor shall not be entitled for anycompensation on this behalf.23.2 INSPECTION :The contractor shall inform the Engineer-in-charge in writing whenany portion of work is ready for inspection giving him sufficientnotice to enable him to inspect the same without affecting the furtherprogress of the work. The work shall not be considered to have beencompleted in accordance with the terms of the contract until theEngineer-in-charge shall have certified in writing to that effect.Approvals of materials or workmanship or approval of part of thework during the progress of execution shall not bind the Engineer-inchargeor in any way affect him even to reject the work which isalleged to be completed and to suspend the issue of his certificate ofcompletion until such alteration and modification or reconstructionhave been affected at the cost of the contractor as shall enable him tocertify that the work has been completed to his satisfaction. Thecontractor shall provide at his cost necessary ladders and sucharrangements as to provide necessary facilities and assistance forproper inspection of all parts of work at his own cost.24 INSPECTION OF OPERATIONThe Engineer and any person authorised by him shall at all timeshave access to the works and to all work shops and places (includingrequired documents) where work is being prepared or from wherematerials, manufactured articles or machinery are being afford everyfacility for and every assistance in or in obtaining the right to suchaccess.25 INITIAL MEASUREMENTS FOR RECORD :Where, for proper measurement of the work, it is necessary to havean initial set of levels or other measurements taken, the same asrecorded in the authorised field book or Measurement Book ofGovernment by the Engineer or his authorised representative will besigned by the contractor who will be entitled to have true copy of thesame made at his cost any failure on the part of the contractor to getsuch levels etc. recorded before starting the work will render himliable to accept the decision of the Engineer as to the basis of takingmeasurements, likewise the contractor will not cover any work whichwill render its subsequent measurements, difficult or impossibleSignature of Contractor No. of Corrections Executive Engineer(92)

without first getting the same jointly measured by himself and theauthorised representative of the Executive Engineer. The record ofsuch measurements on the Govt. side will be signed by thecontractor and he will be entitled to have true copy the same made athis cost.26 SAMPLES AND TESTING OF MATERIALS :(i) All materials to be used on work shall be got approved in advancefrom the Engineer-in-charge and shall pass the test and /or analysisrequired by him which will be(a)or(b)as specified in the specifications for the items concerned and/Red Book(c) as specified by the Indian Road Congress Standardspecifications and code of practice for road, Bridges or(d)(e)(f)(g)ii)as per I.S.I specifications Whichever and wherever applicableoras per Ministry of Surface Transport specifications for roadand Bridges IIIrd edition Section 900 quality control for roadworksuch recognised specifications acceptable to the Engineer-inchargeas equivalent thereto or in the absence of suchauthorised specificationssuch requirements test and/or analysis as may be specified bythe Engineer-in-charge in the order of procedure given above.The contractor shall at his risk and cost make all arrangementand/or shall provide for all such facilities as the Engineer-inchargemay require for collecting preparing testing requirednumber of samples for tests or for analysis at such time and tosuch place or places as may be directed by the Engineer andbear all charges and cost of testing such samples shall also bedeposited with the Engineer-in-charge till sent for testing.iii)The contractor shall as and when required submit at his cost thesamples of materials to be tested or analyzed and if so directed shallnot make use of or incorporate in the works any materials to berepresented by the samples until the required tests, or analysis havebeen made and the materials finally accepted by the Engineer-incharge.Signature of Contractor No. of Corrections Executive Engineer(93)

iv)The contractor shall not be eligible for any claim or compensationeither arising out of any delay in the work or due to any correctivemeasures required to be taken on account of and as a result oftesting of the materials.v) The contractor or his authorised representative will be allowed toremain present in the departmental laboratory while testing samplesfurnished by him. However the results of all the tests carried out inthe departmental laboratory in the presence or absence of thecontractor or his authorised representative will be binding on thecontractor.vi)The cost of the routine day to day quality control testing charge fortests required as per specifications will be borne by contractor bysending the same to the concerned Government Laboratory.vii) (a) The contractor shall have at his own cost set up laboratory tocarry out the routine tests of materials which are to be used onthe work. The tests will have to be carried out either in his fieldlaboratory or in an approved laboratory. In case tests arecarried out in field laboratory at least 50% testing should becarried out at the nearest quality control laboratory of theDepartment. Failing to which recovery at prescribed rate ofP.W.D. Quality Laboratory will be effect from contractor’s bill.(b)(c)Where such field/ site laboratory has been setup by thecontractor, the same shall be checked and got approved fromthe Executive Engineer-in-charge of the work.On the work, where no such field/ site laboratory is setup,100% testing of material which are to be used on the work willhave to be got tested from the Vigilance and Quality ControlLaboratory of the department.SPECIAL CONDITIONSThe contractor shall adhere to the frequency of testing of the materialwhich are to be used on the work as per the frequency chartappended as annexure “B”. The quality control test required onmaterials are approved as annexure “A”. The number of test to beconducted on materials which are to be used on the work indicatedin the frequency chart are minimum required test. The Engineer-inchargemay ask for more number of tests as and where required.Signature of Contractor No. of Corrections Executive Engineer(94)

viii) In case of material procured by the contractor testing as required bycodes and specifications shall be arranged by him at his own cost.Testing shall be done in the presence of the Engineer-in-charge atthe nearest approved laboratory. If additional testing other than asrequired by the specifications is ordered, the testing charges shall beborne by the Department, if the test results are satisfactory and bythe contractor if the same are not satisfactory.ix)In case of the materials supplied by the Government, if thecontractor demands certain testing, the charges thereof shall be paidby the contractor if the test results are satisfactory and by theDepartment if the same are not satisfactory.x) Testing shall be carried out at approved P.W.D. Govt. laborateries orInstitutions as directed by the Engineer-in-charge and all testingcharges shall be borne by the contractor.xi)xii)15% of the rate shall be withheld and shall be released only after thereceipt of the satisfactory test results whenever specified excludingconcrete items. "Routine test shall mean testing of aggregate forgradation, flakiness index, impact value and binder contents."Mix design of concrete items where specified shall be brought by thecontractor at his own cost, from Government laboratory. Also testingof high tensile steel is to be done by the contractor at his own cost.27 MISCELLANEOUS :1. Rate shall be inclusive of sales Tax, Turn over tax, Octroi duty,General Tax and other taxes etc.2. For providing electric wiring or water lines etc. recessed shall beprovided if necessary through walls, beams, slabs, etc. and later onrefilled up with braces or stone, chipping, cement mortar withoutany extra cost.3. In case it becomes necessary for the due fulfillment of contract forthe contractor to occupy land outside the department limits, thecontractor will have to make his own arrangements with the landowners and to pay such rents if any are payable as mutually agreedbetween them. The department will afford the contractor all thereasonable assistance to enable him to obtain Government land forsuch purpose on usual terms and conditions as per rules ofGovernment.4. Special provision in detailed specifications or wording of any itemshall gain precedence over the corresponding contradictory provisionSignature of Contractor No. of Corrections Executive Engineer(95)

(if any) in the standard specifications or P.W.D. Hand book wherereference to such specifications is given without reproducing thedetails in contract. Decision of the Engineer-in-charge shall be finalin case of interpretation of specifications.5. Suitable separating Barricades and enclosures as directed shall beprovided to separate material brought by contractor and materialissued by Government to contractor under schedule 'A' some appliesfor the material obtained from different sources of supply.6. It is presumed that the Contractor has gone carefully through theStandard Specifications of P.W.D. Hand books (Vol I and II 1981edition) and MOST specifications edition 1995 and the schedule ofRate of the Division and studied the site conditions before arriving atrates quoted by him.7. The stacking and storage of construction material at site shall be insuch a manner as to prevent deterioration or intrusion of foreignmatter and to ensure the preservation of their quality, properties andfitness for the work. Suitable precautions shall be taken by thecontractor to protect the material against atmospheric actions, fireand other hazards. The materials likely to be carried away by windshall be stored in suitable stores or with suitable barricades andwhere there is likely hood of subsidence of soil, heavy materials shallbe stored on paved platforms. The contractor shall at his ownexpenses, engage watchmen for guarding the materials and plantand machinery and the work during day and night against anypilferage or damage and also for prohibiting trespassers.8. For Road and Bridge works the contractor shall in addition to thespecification cited here, comply with requirements of relevant IRCcode of practice, M.O.R.T.H. specifications.9. The contractor shall be responsible for making good the damagesdone to the existing property during construction by his men.10. If it found necessary from safety point of view to test any part of thestructure, the test shall be carried out by the contractor with thehelp of the Department at his own cost.11. The contractor shall provide, maintain, furnish and remove oncompletion, temporary shed for office on work site for the use of theExecutive Engineer's representative.12. Defective work is liable to be rejected at any stage. The contractor, onno account can refuse to rectify the defects merely on reasons thatSignature of Contractor No. of Corrections Executive Engineer(96)

further work has been carried out. No extra payment shall be madefor the rectification.13. In the schedule 'B' the work has been divided into sections but notwith-standingthis, every part of it shall be deemed supplementary toand complementary of every other part.14. General directions or detailed description of work, materials anditems coverage of rates given in the specifications are nor necessarilyrepeated in the Bill of Quantities/Itemwise Specifications. Referenceis, however drawn to the appropriate section clause(s) of the Generalspecifications in accordance with the work is to be carried out.15. In the absence of specific directions to the contrary, the rates andprices inserted in the items are to be considered as the full inclusiverates and prices for the finished work described there-under and areto cover all labour, materials, wastage, temporary work, plantoverhead charges and profits, as well as the general liabilities ,obligations and risks arising out of the general conditions ofcontract.16. The quantities set down against the item in the schedule 'B' are onlyestimated quantities of each kind of work included in the contractand are not to be taken as a guarantee that the quantities scheduledwill be carried out or required or that they will not be exceeded.17. All measurements will be made in accordance with the methodsindicated in the specification and read in the conjunction with theGeneral Conditions of contract.18. The details shown on drawings and all other information pertainingto the work shall be treated as indicative and provisional only andare liable to variation as found necessary while preparing workingdrawing which will be supplied by the Government during execution.The contractor shall not, on account of such variation be entitled toany increase over the ones quoted in the tender which are onquantity basis.19. The recoveries if any from contractor will be effected as arrears ofland revenue through the Collector of the District.20. Clause 101 to 107 of specifications of Road and Bridge work adheredherewith will be applicable to works as per schedule “B” unlessspecified otherwise in the detailed of the relevant items.Signature of Contractor No. of Corrections Executive Engineer(97)

21. All materials used in the constructions shall conform to therequirements of specifications clause under section –1000 “Materialsfor Structures” of specifications of Road and Bridges work, MOSTNew Delhi, and also the P.W.D. Standard Specifications.22. Extraneous materials and steps to minimum dust nuisance duringconstruction shall be as per clause 111 of MOST specifications (ThirdEdition)28. CHANGE OF CEMENT CONTENT ETC.The tendered rates for any item involving the use of cement shallapply to the quantity of cement specified for the mix for that item inthe specifications. If for any reasons except those required forcompensating the deficiencies in the components, the cementcontent and properties are altered by the Engineer (Engineer-incharge),at any time or from time to time, the tendered rates for thatparticular item and quantity or quantities, shall be duly enhanced orreduced only to account for the addition or reduction in cost of thecement content from that laid down in the specification at the ratesspecified in D.S.R. of the district on which the estimate is based plus10 % to cover all other incidental charges whatever. Likewise if anyadditives, compounds, water proofing material etc. are ordered by theEngineer to be added to the mortar or concrete, no extra rate shall bepayable for this change which shall be carried out as per directionsof Engineer-in-charge, provided cost of such additives etc. is borneby Government or these are supplied free of cost to contractor at siteby the Government.29. CEMENT CONCRETE(a) The contractor shall carry out all preliminary tests to work outgrading and proportioning of aggregates in order to obtain andmaintain uniform quality of work. The contractor shall supply allmaterials, labour and testing cost for preparing and testing samplesas required by the Engineer. Unless otherwise specified in thedetailed item wise specifications 3 cubes 150mmx150mm x 150 mmwill be tested for every 15 cubic metre of ordinary grade concrete orper day whichever is higher.The contractor shall make field arrangements for slump tests,density and bulkage testing and also prepare concrete cubes 150mm x 150 mm x 150 mm for testing compressive strength, at hiscost. The cubes shall be got tested at approved laboratory and thetest results shall not fall below those prescribed in P.W.D. hand book(Table CV P. 412) or as laid down in the specifications. The cost ofsuch cubes and tests shall be entirely borne by the contractor.Signature of Contractor No. of Corrections Executive Engineer(98)

(b)All concrete shall be machine mixed, unless otherwise directed byEngineer-in-charge for controlled or high grade concrete, the gradingof aggregate shall be got approved from the Engineer. The correctproportions and the total amount of water for the mix will bedetermined by means of preliminary tests and shall be got approvedby the Engineer-in-charge, however, such approval does not relievethe contractor from his responsibility, regarding the minimum worksstrength requirements. Work test shall be taken in accordance withrelevant codes and specifications.The proportioning of aggregate shall be done by weight if so orderedby the Engineer.(c)(d)(e)All mixing shall be done by mechanical means in approved mixers.The Engineer may at his discretion, allow in writing hand mixing ofconcrete for minor items where small quantities are involved but inthat case the contractor shall increase the cement content of themixture by 10% without any extra cost.The form work used shall be made invariably of steel/with lining ofsteel or with plywood lining wooden shutters may be allowed at thediscretion of the Engineer i.e. Lintels, small slabs and beams,copping etc.The concrete shall be mechanically vibrated for proper compaction bythe method approved by the Engineer.(f) The concrete shall be cured only by a sweet potable water for full 21days after the time of its placement or as may be directed byEngineer- in charge .29.1 REINFORCED CONCRETE WORK :(a) The work included in this contract shall be carried out in addition tothis specifications detailed herein, in accordance with specificationsand regulations as laid down in the following standard specifications.Standard specifications published by Government of Maharashtra1985 Edition :I.S. 8112I.S. 383I.S. 1786I.S. 4321989- Specifications for 43 grade ordinary Portland cement.1976 - specifications for coarse and fine aggregate from naturalcoarse for concrete.1985 - Specification for cold twisted bars.1982 - Specifications for mild steel and medium steel bars.Signature of Contractor No. of Corrections Executive Engineer(99)

I.S.4562000 - Code of practice for plain and reinforced concrete.If the standard specifications quoted above fall short for the itemsquoted in these schedules of this contract reference shall be made tothe latest British Standard of Specifications. If any of the items ofcontract do not fall in reference quoted above the decision andspecification of the Engineer shall be final.29.2 ADDITIONAL GENERAL SPECIFICATION FOR ORDINAY ANDHIGH GRADE CONCRETE1) If the concrete strength falls below that specified for the items and ifthe use can be permitted under clauses 303.3.7 of the I.R.C. BridgeCode Section - III given below, the unit may be accepted at thediscretion of the Superintending Engineer concerned as asubstandard work at a suitable reduced rate. Reduced rate will bedetermined by the Executive Engineer concerned according tocircumstances of the case and the concerned SuperintendingEngineer's approval to the reduced rate as mentioned above isnecessary."Standard Specifications and Code of Practice for Road BridgesSection -III cement concrete 303.3.7 standard of acceptance".(i)(ii)(iii)(iv)Full payment should be made when 75 % of the test cube results areequal and above specified strength. Cases failing outside the abovelimits should be examined and decided by the Engineer-in-charge onmerits of each case.The test specimen should be taken by representative of thecontractor in presence of a responsible officer of the rank of not lowerthan an Assistant Engineer/ Deputy Engineer.The test specimen should be formed carefully and no claim shall beentertained later on, on the ground that the casting of the testspecimen were faulty and that the results of the test specimen didnot give correct indication of the actual quality of concrete.The minimum quantity of cement per one Cubic Meter of M-15 gradeand above concrete should be as per Standard Specification BookSpecification B.7-4 on Page 39 (1979 Edition)Signature of Contractor No. of Corrections Executive Engineer(100)

(v) Payment :(a)(b)(vi)The payment of such concrete work will not be made till thestrengths are ascertained.The payment of reinforcement of such affected items will not be madetill the strengths of the concrete are ascertained.The centering to be used for execution of any concrete items shall bestrictly in accordance with specifications for form work and steelcentering given on page 166 to 170 of this documents. No concretingshall be executed without prior approval to the centering from theEngineer-in-charge.29.3 FORMWORK AND STAGING FOR BRIDGE STRUCTURES:29.3.1 For bridge structure, forms for concrete shall be constructed ofmild steel plates or marine plywood and be of substantial and rigidconstruction true to shape and dimensions shown on the drawing.Where metal forms are used all bolts and rivets shall be countersunk and well ground to provide smooth plane surface.29.3.2 Forms shall be mortar tight and shall be made sufficiently rigidby the use of ties and bracing's to prevent and displacement orsagging between supports. They shall be strong enough to withstandall pressure, ramming and vibration, without defection from theprescribed lines occuring during and after placing the concrete andshall be tight enough to prevent any appreciable loss concrete duringvibration. Screw jacks of wood wedges where required shall beprovided to make up any settlement in the form work before orduring the placing of concrete.29.3.3 Schedule camber shall be provided I horizontal members ofstructure, specially in long spans to counter act the effect or anydeflection. The form work shall be so fixed as to provide for suchcamber, if required.29.3.4 Forms shall be so constructed as to make removal in section inthe desired sequence, without damaging the surface of concrete ordisturbing other sections.Signature of Contractor No. of Corrections Executive Engineer(101)

29.4 NUMBER OF SETS OF STAGING AND SHUTTERING ANDEQUIPMENT (FOR BRIDGE WORK ONLY)In order to ensure completion of bridge within the stipulated periodthe contractor shall have to arrange a minimum number of setsstaging and shuttering as well as equipments of the required size ofdifferent components as stipulated herei. For Well Foundation a] Staging and Shuttering Nilb] Equipment Nilii. For other item of substrucutrea] Staging and Shuttering One Setb] Equipment Two Setiii. For Superstructure a] Staging and Shuttering One Setb] Equipment One Set29.5 LOAD TEST AND SUPERSTRUCTURE:In the event of the reasonable doubts as to the quality ofworkmanship of materials used in the construction, the contractorsshall carryout a load test on the superstructure for testing onecomplete unit of the same preferably the very fast of it to be cast, asdirected by Engineer in order to satisfy the department above theadequacy of the strength and the sufficiency of method followed andresult obtained the load test shall be carried out as per relevantspecifications.The test shall be carried out for the full dead load and 125% live loadincluding impact by observation of deflections a salient point andcomparing them with those computed once. The two should closelyagree with residual deflection after removal of live load after 24 hoursand the difference between the two shall not be more than 20% of themaximum once. If the recovery is loss than 80% the structure shallbe deemed to be unacceptable.In case there is any deficiency, the same shall be made good by thecontractor by necessary strengthening of the untested units to beconstructed next as warranted by their results of the test.The next unit will again be tested and process repeated untilabsolutely satisfactory results are obtained and rest of the work willbe carried out according to the procedure giving such results.Signature of Contractor No. of Corrections Executive Engineer(102)

Cost of Load test and testing charges of any part of structure:Load testing and testing of any part of the structure will be askedonly in case of reasonable doubts. Cost of testing will have to be bornby the contractor if the results are not satisfactory, and bydepartment if satisfactory.30 PROTECTION OF UNDERGROUND TELEPHONE CABLE ANDAERIAL TELEPHONE WIRES AND POLES, TRANSMISSIONTOWERS, ELECTRICITY CABLES AND WATER SUPPLY LINES:During the execution of work, it is likely that the contractor maymeet with telephone cables, electricity cables, water supply lines etc.it will, therefore be the responsibility of the contractor to protectthem carefully. All such cases should be brought to the notice of theEngineer-in-charge by the contractor also the concerned department.Any damage what-so-ever done to these cables and pipe lines by thecontractor shall be made good by him at his cost.31 MEDICAL AND SANITARY ARRANGEMENT TO BE PROVIDEDFOR LABOUR EMPLOYED IN THE CONSTRUCTION BY THECONTRACTOR.(a)(b)(c)The contractor shall provide an adequate supply of potable water forhe use of laborers on work and in camps.The contractor shall construct trench or semi permanent latrines forthe use of laborers, separate latrines shall be provided for men andwomen.The contractor shall build sufficient number of huts on a suitableplot of land for the use of the laborers according to the followingspecifications.(1) Huts of bamboos and grass may be constructed.(2) A good site not liable to submergence shall be selected. Highground remote from jungle but well provided with trees, shallbe chosen wherever it is available. The neighborhood of tank,jungle grass or woods should be particularly avoided. Campsshould not established close to large cuttings of earth work.(3) The line of huts shall have open spaces of at least 10 yearsbetween rows. When a good natural site can not procured,particular attention should be given to the drainage.Signature of Contractor No. of Corrections Executive Engineer(103)

(4) There should be no over crowding. Floor space at the rate of2.78 Sq. metre per head shall be provided. Care should betaken to see that the huts are kept clean and in good order.(5) The contractor must find his own land and if he wantsGovernment land, he should apply for it and pay assessmentfor it, if made available by Government.(6) The contractor shall construct a sufficient number of bathplaces, washing places should also be provided for the purposeof washing cloths.(7) The contractor shall make sufficient arrangements for drainingaway the surface and sullage water as well as water from thebathing and washing places and shall dispose off this wastewater in such a way as not to cause any nuisance.(d)(e)(f)(g)(h)The contractor shall engage a Medical Officer, with a travelingdispensary for a camp containing 500 or more persons, if there is noGovt. or other private dispensary situated within eight kilo metresfrom the camp. In cases of emergency, contractor shall arrange at hiscost, for transport for quick medical help to his sick worker.The contractor shall provide the necessary staff for effecting asatisfactory drainage system and cleanliness of the camp to thesatisfaction of the Engineer. At least one sweeper per 200 personshould be engaged.The Assistant Director of Public Health shall be consulted beforeopening a labour camp and his instructions on matters such aswater supply, sanitary conveniences, the camp site, accommodationand food supply shall be followed by the contractor.The Contractor shall make arrangements for anti-malerial measuresto be provided for the labour employed on the work. The antimalerialmeasures shall be provided as directed by the AssistantDirector of Public Health.Where workers are required to work near machine and are liable tomeet with accident they should not be allowed to wear loose clothlike Dhoti, Jhabba etc.32. SAFETY MEASURES AND AMENITIES :The contractor shall take all necessary precautions for the safety ofthe workers and preserving their health while working in such job asrequired special protection and precautions. The following are someSignature of Contractor No. of Corrections Executive Engineer(104)

of the requirement listed though not exhaustive. The contractor shallalso comply with the directions issued by the Engineer, in this behalffrom time to time and at all times.1) Providing protective foot-wear to workers in situations like mixingand placing of mortar or concrete, in quarries and places where thework is one under too much wet conditions as also for movementsover surface infected with oyster growth etc.2) Providing protective head wear to workers working in quarries etc. toprotect them against accident or fall of material from above.3) Taking such normal precautions like providing hand rails at theedges of the floating platforms or barrages not allowing nails or metalparts or useless timber to spread around etc.4) Supporting workmen with proper belts, ropes etc. when working onany masts, cranes, grabs, hoist, draggers etc.5) Taking necessary steps towards training the workers concerned onthe use of machinery before they are allowed to handle itindependently and taking all necessary precautions in and aroundthe areas where machines hoists and similar units are working.6) Providing adequate number of boats if at all require for playing inwater to prevent over loading, and over crowding.7) Providing life belts to all men working at such situations from wherethey may accidentally fall in to the water. Equipping the boats withadequate number of life belts etc.8) Avoiding bare live wires etc. as would electrocutes, workers.9) Making all plat-forms staging and temporary structures sufficientlystrong and not to causing inconvenience and risk to the workmenand supervisory staff.10) Provide sufficient first aid trained staff and equipment to be availablequickly at the work site to render immediate first aid treatment incase of accidents due to suffocation’s drowning and other injuries.11) Take all necessary precautions with regard to use of divers.12) Providing full length gum boots, leather hand gloves leather jacketwith fire proof apron to cover the chest and back reaching uptoknees and protective goggles for the eyes, to the labourer workingSignature of Contractor No. of Corrections Executive Engineer(105)

with hot asphalt handling, vibrator in cement concrete and alsowhere use of any or all these items is beneficial in the interest ofhealth and well being of the laborers in the opinion of the Engineer.13) Suitable scaffolds shall be provided for workmen for all works thatcan not safely be done from the ground or from solid constructionexcept such short period work as can be done safely from ladders.When ladder is used, an extra mazdoor shall be engaged for holdingthe ladder and if the ladder is used for carrying the materials as wella suitable footholds and handfolds shall be provided on the ladderand ladder shall be given an inclination not steeper than 1:4 (1horizontal and 4 vertical)14) Scaffolding or staging more than 3.25 meters above the ground orfloors, swing or suspended from an overhead support or erected withstationary support shall have a guard rail properly attached, bolted,braced and otherwise assured at least one metre high above the flooror platform of such scaffolding or staging and extending along theentire length of the outside and ends thereof with only such openingas may be necessary for delivery of materials. Such scaffolding orstaging shall be so fastened as to prevent it from swaying from thebuilding or structure.15) Working platform, gangway and stairways shall be so constructedthat they do not sag unduly or are more than 3.25 meters aboveground level or floor level. It shall be closely boarded, have adequatewidth and be suitable fenced as directed in 14 above.16) Every opening in structure or in a working platform shall be providewith suitable protection to prevent fall of person or materials byproviding suitable fencing or railing with minimum height of 1 meter.17) Safe means of access shall be provided to all working platforms andworking places. Every ladder shall be securely fixed. No portablesingle ladder shall be over 9 meters in length, width between siderails in hung ladder shall in no case may be less than 30 cms. forladders upto and including 3 mtrs. in length. For longer ladders, thiswidth shall be increased at least 6 mm. for each additional 30 cms.of length. Uniform step spacing shall not exceed 30 cms.18) Adequate precautions shall be taken to prevent danger fromelectrical equipment. No material on any of the sites shall be stackedor placed as to cause danger or inconvenience to any person or thepublic. The contractor shall provide all necessary fencing and lightsto protect public from accident and proceeding of law that may bebrought by any person for injury sustained owing to neglect of theSignature of Contractor No. of Corrections Executive Engineer(106)

above precaution and to pay any damages and costs which mayawarded in any such suit action or proceedings to any such personor which may with the consent of the contractor, to be paid tocompromise any claim by any such person.19) All necessary personal safety equipment as considered adequate bythe Engineer-in-charge shall be available for use of person employedon the site and maintained in a condition suitable for immediate useand the contractor shall take adequate steps to ensure proper use ofequipment by those concerned.a) Workers employed on mixing asphaltic materials, cement orlime mortars concrete shall be provided with protectivefootwear and protective goggles.b) Those engaged in handling any materials, which is injurious toeyes shall be provided with protective goggles.c) Those engaged in welding works shall be provided withwelder's protective eye-shields.d) Stone breaker shall be provided with protective goggles andprotective clothing and seated at sufficiently safe intervals.e) When workers are employed in sewer and manholes which arein use the contractor shall ensure that manhole covers areopen and manholes are ventilated at least for an hour beforeworkers are allowed to get into them. Manholes opened shallbe cordoned off with suitable railing and provided with warningsignals or boards to prevent accident to public.f) The contractor shall not employ men below the age of 18 andthe women on the work of painting with products containinglead in any form. Wherever men above the age of 18 areemployed on the work of lead painting, the followingprecautions shall be taken.i) No paint containing lead or lead product shall be usedexcept in the form of paste or ready made paint.ii)iii)Suitable face masks shall be supplied for use by workerswhen paint is applied in the form of spray or surfacehaving lead paint, dry rubbed and scrapped.Overalls shall be supplied by the contractor to workmenand adequate facilities shall be provided to enableSignature of Contractor No. of Corrections Executive Engineer(107)

working painters to have wash during and on cessationof work.g) When work is done near any place where there is risk ofdrowning all necessary equipment shall be provided and keptready for use and all necessary steps taken for prompt rescueof any person in danger and adequate provision made forprompt first aid treatment of all injuries likely to be sustainedduring the course of the work.Use of hoisting machines and shackle including theirattachments, anchorage, supports shall confirm to thefollowing :a) i) These shall be good mechanical construction, groundmaterials and adequate strength and free from patentdefects and shall be kept in good working order.ii)Every rope used in hoisting or lowering materials or asmeans of suspension shall be of durable quality and ofadequate strength and free from patent defects.b) Every crane or hoisting appliance operator shall be properlyqualified and no person under the age of 21 years shall be inchargeof any hoisting machine including any scaffolding.c) In case of every hoisting machine and of every chain, ring,hook, shackle and pulley block used in hoisting or lowering ormeans of suspension, safe working shall be ascertained byadequate means. Every hoisting machine and all gear referredto above shall be clearly marked with safe working load.In case of a hoisting machine having variable safe workingload, each safe working load and the conditions used which itis applicable clearly indicated. No part of any machine or ofany good referred above in this paragraph shall be loadedbeyond safe working load except for the purpose of testing.d) In case of Departmental machines safe working load shall benotified by the Engineer-in-charge. As regards contractor'smachines contractor shall notify safe working load of eachmachine to the Engineer-in-charge wherever, he brings it tosite of work and get it verified by Engineer-in-charge.Motors, gearing transmission, electric wiring and otherdangerous parts of hoisting appliances shall be provided withSignature of Contractor No. of Corrections Executive Engineer(108)

such means as will reduce the minimum risk to the accidentaldescent of load. Adequate precautions shall be taken to reduceto the minimum the risk of any part of a suspended loadbecoming accidentally displaced, when workers are employed.On electrical installations which are already energisedinsulating wearing materials approved such as gloves, sleevesand coats as may be necessary, shall be provided. Worker shallnot wear any rings, watches and carry keys and other materialwhich are good conductor of electricity.All scaffolds, ladder and safety devices mentioned or describedherein shall be maintained in a safe condition and no scaffoldladder or equipment shall be altered or removed while it is inuse. Adequate washing facility shall be provided at near placeof work.(e)These safety provisions shall be brought to the notice of allconcerned by display on a notice board at prominent place atthe work spot. Persons responsible for ensuring compliancewith the safety code shall be named there in by the contractor.i) To ensure the effective enforcement of the rules andregulations relating to safety precautions, arrangementsmade by the contractor shall be open to inspection bythe Engineer-in-charge or his representative and theinspecting officers.ii)Failure to comply with the provisions hereunder shallmake the contractor liable to pay to the Department as apenalty an amount not exceeding Rs. 50/- for eachdefault and decision of the Engineer-in-charge shall befinal and binding.Not withstanding the above conditions the contractor is notexempted from the operation of any other Act or Rules in force.33 EXCAVATION AND TRENCHING:All trenched 1.5 metres or more in depth, shall at all times besupplied with at least one ladder for each 30 metres in length orfraction thereof. Ladder shall be extended from bottom of trench to atleast 1 meter above surface of the ground, sides of a trench which is1.5 meters or more in depth shall be stepped back to give suitableslope, or security held by timber bracing, so as to avoid the danger ofside collapsing. Excavated materials shall not be placed within 1.3metres of edge of trench or half of depth of trench whichever is more.Signature of Contractor No. of Corrections Executive Engineer(109)

Cutting shall be done from top to bottom under no circumstancesshall undermining or undercutting be done.34 DEMOLITION :Before any demolition work is commenced and also during theprocess of the work.a) All roads and open area adjacent to the work site shall be either beclosed or suitably protected.b) No electric cable or apparatus which is liable to be a source of dangeror cable or apparatus used by operator shall remain electricallycharged.c) All practical steps, shall be taken to prevent danger to personemployed, from risk of fire or explosion or hooding. No floor, roof orother part or a building shall be so over loaded with debris ofmaterials as to render it unsafe.35 SCOPE OF RATES FOR DIFFERENT ITEMS OF WORKS :For item rate contracts, the contract unit rates for different items ofwork shall be payment in full for completing the work to therequirements of specifications including full compensation for all theoperation detailed in the relevant sections of these specificationsunder "Rates". In the absence of any direction to the contrary, therates are to be considered as the full inclusive rate for finished workcovering all labours, material, wastage, temporary work, plant,equipment, overhead charges and profit as well as the generalliabilities, obligations and risks arising out of the general conditionsof contract.The item rates quoted by the contractor shall, unless otherwisespecified, also include compliance with supply of the following.i) General works such as setting out, clearance of site before settingout and clearance of works after completion.ii)A detailed programme for the construction and completion of theworks (using CPM/PERT techniques) Giving, in addition to theconstruction activities detailed network activities for the submissionand approval of materials, procurement of critical materials andequipment, fabrication of special products/ equipments and theirinstallation and testing and for all activities of the employer that arelikely to effect the progress of work, etc. including updating of allsuch activities on the basis of the decisions taken at the periodic sitereview meeting or as directed by the Engineers.Signature of Contractor No. of Corrections Executive Engineer(110)

iii)iv)Samples of various materials proposed to be used on the work forconducting tests thereon required as per the provisions of thecontract.Design of mixes as per the relevant clauses of the specificationsgiving proportions of ingredients, sources of aggregates and binderalong with accompanying trial mixes as per the relevant clauses ofthese specifications to be submitted to the Engineer for his approvalbefore use of the works.v) Detailed design calculations and drawing for all Temporary works(such as formwork, staging, centering speciallsed constructionalhandling and launching equipment and the like):vi)vii)Detailed drawings for templates, support and end anchorage, detailsfor prestressing, cable profiles, bar bending and cutting schedules forreinforcement, material lists for fabrication of structural steel etc.Mill test reports for all mild and high tensile steel and cast steel asper the relevant provision of the specifications;viii) Testing of various finished items and materials including bitumen,cement, concrete, bearing as required under these specifications andfurnishing test reports/certificates;ix)Inspection Reports in respect of formwork, staging reinforcement andother items of work as the relevant specifications;x) Any other data which may be required as per these specifications orthe conditions of contract or any other annexures/schedules formingpart of the contract.xi)xii)Any other item of work which is not specifically provided in the bill ofquantities but which is necessary for complying with provisions ofthe contract.andAll temporary works, and false work.Portion of road works beyond the limits and or any other work maybe got constructed by the Employer directly through other agencies.Accordingly, other agencies employed by the employer may beworking in the vicinity of the work being executed by the contractor.The contractor shall lease with such agencies and adjust hisconstruction programme for the completion of work accordingly andSignature of Contractor No. of Corrections Executive Engineer(111)

no claim or compensation due to any reason whatsoever will beentertained on this account. The employer will be indemnified by thecontractor for any claims from other agencies on this account.xiii) All prevailing taxes levied by Government and as amended from timeto time.36 PAYMENTSThe tenderer must understand clearly that the rate quoted are forcompleted work and include all costs, due to labour, all leads andlifts involved and if further necessitated, scaffolding, plant,supervision, service works, power, etc. and to include all to cover thecost of night and round the clock work as and when required and noclaim for additional payment beyond the prices or rates quoted willbe entertainedThe mode of measurements has been indicated in the specification. Ifthere is any ambiguity or doubt in this respect, the decision ofSuperintending Engineer will be final.a) FINAL BILL :The contractor should submit final bill within one month aftercompletion of the work and the same will be paid within 5 months ifit is in order as the availability of funds. Disputed items and claims ifany shall be excluded from the final bill and settled separately lateron.37 CLAIMS:Bills for extra work or for any claim shall be paid separately apartfrom the interim bill for the main work. The payment of bill for themain work shall not be withheld for want of decision on the extras orclaims not covered in the appendices. Claims for extra work shall beregistered within 30 days of occurrences of the event. However, billsfor these claims including supporting data / details may besubmitted subsequently.Signature of Contractor No. of Corrections Executive Engineer(112)

38 PRIORITIES OF WORKS TO BE EXECUTED:Priorities for items to be executed shall be determined periodicallykeeping in view the final time limit allowed for the work and all thetime schedule fixed for intermediate stages of work.39 WAGES ACT:The contractor shall comply with the provisions of payment of WagesAct 1936, Minimum Wages Act 1948, Employees Liability Act 1937,Workmens Compensation Act 1923. Industrial Dispute Act 1947.Maternity Benefit Act 1961. Contractor Labour (R & A) Act 1970 ormodifications thereof or any other law relating thereto and rulesmade there under from time to time by the Government.40 DISPUTE AND ARBITRATIONNo Arbitration is allowed.41 ELECTRIC POWER:Arrangement for obtaining Electric Power connection will have to bemade by the contractor at his own cost.42 PRELIMINARY ARRANGEMENTS:The contractor shall have to make at his own cost all preliminaryarrangements for labour, water, electricity and materials etc.immediately after getting the work order. No claim for any extrapayment or application for extension of time on the ground of anydifficulty in connection with the above matter will be entertained.The contractor shall at his own expenses, engage watchmen forguarding the materials and plant and machinery and the workduring day and night against any pilferage or damages and also forprohibiting trespassers or damage to them. The contractor shall haveto make his own arrangements for water required for any purposeson the work.The contractor after completion of work shall have to clean the site ofall debris and remove all unused materials other than those suppliedby the Department and all plant and machinery, equipment, toolsetc. Belonging to him within one month from the date of completionof work, or otherwise the same shall be removed by the Departmentat his cost and the contractor shall not be entitled for payment ofany compensation for the same.43 ACCIDENT:In the event of an accident involving serious injuries or damages tohuman life or death of any of his employees and or labourers orSignature of Contractor No. of Corrections Executive Engineer(113)

trespassers, the same shall be reported within 24 hours of theoccurrence to the Executive Engineer and the Commissioner ofWorkmen's Compensation.44 PLANT:All constructional plant, provided by the contractor shall whenbrought on the site be deemed to be exclusively intended for theconstruction of this work and the contractor shall not remove thesame or any part thereof (say for the purpose of moving it from thepart of the site to another or for repairs etc.) without the consent inwriting of the Engineer-in-charge which shall not be unreasonablywithheld.45 PUBLIC UTILITIES :In addition to clause 110 of M.O.S.T.(R.W) specifications for Roadand Bridge works (Second Revision) 1988 following should be addedpara 110.6.Public Utility services like H.T. Lines telephones lines, etc. which arevisible at site should be taken notice of by the contractors whileplanning their works. It shall be the contractor's responsibility toinspect such services prior to the commencement of any work.While executing the works, the contractors should take care to seethat these services are not disturbed or damaged during theexecution.The Government will not be held liable or responsible for any delay incompletion of the job under this contract which may occur due toany damage occurred to such services in consequence of thecontractor's operations of delayed completion of the execution for thesame.46 DRAWING :(A) CONTRACT DRAWINGS :-The contract drawing provided for tendering purpose with the tenderdocuments shall be used as a reference only. Contractor shouldvisualize the nature of type of work contemplated and to ensure thatthe rates and prices quoted by him in the bill of quantities take dueconsideration of the complexities of work involved during actualexecution/construction as experienced contractors in the field.The tendered rates/prices for the work shall be deemed to includethe cost of preparation supply and delivery of all necessary drawings,Signature of Contractor No. of Corrections Executive Engineer(114)

prints, tracing and negatives which the contractor is required toprovide in accordance with the contract.(B) COMPLETION DRAWINGS :The contractor shall submit to the Engineer within two months ofactual completion "completion" drawings as specified below andoperation and maintenance instructions for the whole of the work.These drawings shall be accurate and correct in all respect and shallbe shown to and approved by the Engineer earlier. For "completion"drawings two prints and one polyester film of quality approved by theEngineer or his representative shall be supplied.47 HANDING OVER OF WORK :All the work and materials before finally taken over by Governmentwill be the entire liability of the contractor for guarding, maintainingand making good any damages of any magnitude. Interim paymentsmade for such work will not alter this position. The handing over bythe contractor and taking over by the Executive Engineer or hisauthorised representative will be always in writing, copies of whichwill go to the Executive Engineer or his authorised representativeand the contractor. It is, however, understood that before taking oversuch work, Government will not put it into regular use as distinctfrom casual or incidental one except as specifically mentionedelsewhere in this contract or as mutually agreed to.48 RELATION WITH PUBLIC AUTHORITIES :The contractor shall comply with all rules, regulations, byelaws anddirections given from time to time by any local or public authority inconnection with this work and shall himself pay fees or chargeswhich are leviable on him without any extra cost to the Department.49 DOCUMENTATION :If so ordered by the Engineer in charge, the contractor will preparedrawings of the work as constructed and will supply original andthree copies to the Engineer who will verify and certify thesedrawings. Final as constructed drawings shall then be prepared bythe contractor and supplied in triplicate to the Engineer for recordand reference purposes at the contractor's cost.50 If the potable water is not available in the river bed the contractorhas to make his arrangement for potable water required for concretemixing its curing and other parts of the construction for which noextra claim will be paid by the Department.Signature of Contractor No. of Corrections Executive Engineer(115)

51 DAY TO DAY QUALITY CONTROL OPERATIONThe day to day controls to be exercised by the Contractor and theEngineer enumerated in the below paragraphs.51.1 ALIGNMENT AND LEVEL CONTROLa The contractor should locate the center line of the building from thepegs, pillars or reference points fixed during the location survey andfrom the information furnished in the Contract drawings. Anydiscrepancy between the reference points on the ground and thoseon the drawings should immediately be brought to the notice of theEngineer for reconciliation.bcdeBased on the approved center line, the contractor should set upbatter pegs {to delineate the limits of embankment / cutting andcleaning stacks (to determine limits of cleaning and grubbing)} andhave these got checked and approved by the Engineer.The contractor should check the reduced levels of bench marks setup along the alignment. Any discrepancy in the reduced levels ofthose at site and as indicate in the drawings should immediately bebrought to the notice of the Engineer for reconciliation. Thecontractor should re-establish those bench marks which are foundmissing at site, and should establish additional bench marks asneeded, for ensuring effective level control.The contractor shall be responsible for the true and proper settingout of the works in relation to original survey points, lines and levelsof reference given by the Engineer in writing. If at any time duringthe progress of the works, any error shall appear or arise in theposition levels dimensions or alignment of any part of the work, thecontractor on being required to do so by the Engineer, shall at hisown cost rectify the error to the satisfaction of the Engineer, unlesssuch error is based on incorrect data supplied in writing by theEngineer.The Contractor shall carefully protect and prepare all bench marks,reference pillars and pegs used in setting out the works till final takeover by the Engineer.51.2 NATURAL GROUND FOR EMBANKMENT CONSTRUCTION / CUTFORMATION AND THEIR COMPACTION.aAtterberg limits in situ dry density and CBR of the material atground / cut formation level, should be determined and got approvedSignature of Contractor No. of Corrections Executive Engineer(116)

y the Engineer. Any unsuitable material shall be removed andreplaced by better materials as ordered by the Engineer.bThe Engineer’s quality control units shall have independent testchecks on the quality and compaction of the natural ground / cutformation.51.3 EMBANKMENT CONSTRUCTION :a All borrow area shall be got approved by the Engineer based onresults of tests for atterberg limits, proctor / modified proctor densityCBR and soil classification.bLayer thickness and in situ density shall be checked and gotapproved by the Engineer before proceeding to the next layer.51.4 SUBGRADE :a Specific borrow areas having soil satisfying the requirement ofspecifications and specified strength criteria shall be identified foruse in sub grade and got approved by the Engineer.b In case of any appreciable variation of inbuilt subgradescharacteristics from the designed ones, the pavement design shall bereviewed to match the inbuilt characteristics of the subgrade.cdThe soil used in actual construction of subgrade shall be remolded atdensity referred in sub-para (d) below at placement moisture contentand checked for 4 days soaked and un-soaked C.B.R. A set of 3specimen shall be collected from each 300 cum. area of the subgrade.(i.e. top 0.5 m of embankment ) for C.B.R. test.In situ density and CBR of the constructed subgrade shall bechecked and got approved by the Engineer before proceeding on withthe next pavement layer.51.5 SUB BASE:a The source of supply of material shall be inspected tested and gotapproved by the Engineer before any material is delivered to site ofworks.bcdJob mix formula filling within the specified limits where applicableshall be got approved by the Engineer based on test results there of.Samples of the material from the laid sub base shall be tested forgradation, pl.Field compaction shall be checked and got approved by the Engineerbefore proceeding with the work on the next pavement layer.Signature of Contractor No. of Corrections Executive Engineer(117)

In case of any appreciable variation of in built sub basecharacteristics from the designed ones, the pavement design shall bereviewed to match the inbuilt characteristics of the sub base.51.6 GRANULAR BASE COURSE:a For graded type of granular material the job mix formula fallingwithin the specified grading limits should be got approved by theEngineer.bcdTesting of aggregates brought to site of works for gradation andaggregate impact value should be done.Testing of filler material for WBM for gradation liquid limit andplasticity index shall be done.Field compaction control should be exercised for density and byother sensory checked such as observation of movement of layerunder compaction, sinking / crushing of a piece of gayer glut placeda moving roller complete removed of roller marks etc.51.7 SHOULDERS :a Checking for the quality of shoulder material including gradationshall be done.bcField compaction shall be checked at site on the compacted layer.Checking for the cross fall build shall be done.51.8 BITUMINOUS CONSTRUCTION GENERAL :a Manufacture’s test certificate for quality of bitumen will beaccepatable to the Engineer. However, where the quality is in doubt,the Engineer may call for tests to be conducted by contractor forvariation.bcThe base on which bituminous courses are to be laid must be dryand free of dust and other deleterious matter.Mineral aggregates to be used should be checked for theirspecification requirement and got approved by the Engineer.51.9 BITUMINOUS SPRAYED WORK:a Temperature of binder in the boiler and rate of spray at site shall bechecked. Spraying shall be uniform and shall be carried out with thehelp of either self propelled or towed bitumen pressure sprayer withself heating arrangements and spraying nozzles arrangements.Signature of Contractor No. of Corrections Executive Engineer(118)

cRate of uniformity of spread of chipping should be checked andcontrolledAdequate embedment of the chippings by rolling shall be ensured.51.10 HOT MIXED AND HOT LAID BITUMINOUS CONSTRUCTIONS:A) Job mix formula satisfying specification requirement should beworked out based on laboratory test and got approved by theengineer. Engineer will have independent test made before appearingthe job mix formula.B) The plant should be checked for capability to produce mix confirmingto the specification. If necessary, trial stretches should be laid andchecked approximately.C) Control should be exercised on temperature of binder in the boiler,aggregate in the dryer and mix at the time of laying and rolling.D) The mix collected from the discharge point of the plant extractiontest for binder content and aggregate gradation should be performedto check the quality of mix discharged from the plant.E) Thickness and density of the compacted mix should be checked bytaking core samples.F) Each Truck / Tipper load of bituminous load shall be weighed on astandard weigh bridge (location to be directed by Engineer in charge.)Weigh bridge 20 Tonne capacity or more shall be provided at plantsite by the contractor at his own cost and it should be checked forthe calibration by the Engineer in charge and weights and measuresauthorises in the district.The record of weigh of bituminous load this obtained shall be kept inmeasurement book. The weighment of the bituminous load shall bedone by the contractor at his expenses in the presence of authorisedrepresentative of Executive Engineer.The quantity of mix (weighbasis) physically arrived at site shall be tallied with the quantityarrived at by volumetric measurements.The register showing dispatch of bituminous load from plant, VehicleNo. time of dispatch, temperature at the time of dispatch etc. shall bekept in prescribed form at hot mix plant site. Similarly the registershowing vehicle number, time of arrival of vehicle at site,temperature of the mix at site etc. shall be kept by the Department,in the presence of contractor or his authorised representative ( if heSignature of Contractor No. of Corrections Executive Engineer(119)

or his authorised representative is present at the site at that time ).Both the registers shall be filled daily and contractor shall sign theregister every day in token of acceptance of the contents in register.The record maintained in the form of the register shall ensurequantity of the material only. The maintenance of these registersdoes not absolve the contractor of his contractual obligation towardsquality of the work.G) Contractor and Engineer in-charge shall maintain the details of mixin the prescribed proforma on Page 189.H) Location of hot mix plant should be such that maximum time takenfor transportation bituminous mix from plant site to paver, does notexceed 60 minutes.51.11 IN CASE OF CEMENT CONCRETE WORKS :a Besides manufacturer’s test certificate for quality of cement atleastone set of physical and chemical tests should be conducted for eachsource of supply for verification. Where the quality is in doubt, orwhere the cement had been stored for long periods or in impropercondition, the Engineer shall call testing the cement at more frequentintervals.bcdefghijJob mix formula based on trials carried out in the contractorlaboratory should be got approved by the Engineer.The mineral aggregates should be tested for their properties. Water tobe used for mixing should be tested for chemical impurities.Checking for stability and sturdiness of form work.Ensuring that the crucial equipment lime mixers and vibrators are inworking order before start of work.Control on water cement ratio.Control on workability and time elapsed between mixing and placingof concrete.Control on compaction and finishing.Test on cubes samples at 7 to 28 days.Checks on provisions for adequate curing.Signature of Contractor No. of Corrections Executive Engineer(120)

51.12 In case of machinery work, control should be exercised on the qualityof the materials ( e.g. stone, brick, sand, cement etc.) as also onmortar proportion.51.13 For R.C.C. Work, quality of steel in each batch may be approved onthe basis of test certificate. The reinforcement layout should bechecked for conformity with approved drawings and bar bendingschedules. All laps should be checked for conformity with thespecification. The reinforcement should be free from oil and looserust scale should be properly tied with binding wire.51.14 PAVEMENT COURSES GENERAL CONTROLLS :a The base on which the pavement layer is to be placed should bechecked for levels and regularity, and should be in a condition toreceive the pavement layer.bEach layer should be checked for thickness, levels, crossfall (camber)regularity and strength before next layer is permitted to be laid.52 FIELD LABORATORYThe contractor shall arrange to provide a well furnished and fullyequipped laboratory which shall by manned by adequately qualifiedtechnical staff. The laboratory shall preferably be located adjacent tothe plant site and shall be provided with amenities like water supply,electric supply, toilet block etc. The laboratory equipment shallconfirm to Clause 121.3 of Page 26 of M.O.S.T. Specifications ofroads and bridges. The equipment shall be preferably of AIMIL make.This shall be considered as incidental to work and no separatepayment whatsoever will be made for the same. The testing ofmaterials for work should be carried out as per frequently by theP.W. Department 25% of the test should be performed in P.W.Laboratory in variably failing to which recovery at prescribed ofshould be effective from contractor’s bill.53 SUPPLY OF COLOURED RECORD PHOTOGRAPHS & ALBUMS:The contractor shall arrange to take dated post card size colouredphotographs at the rate of 10 photographs per kilometer at variousstages/ facts of the work including interesting and novel features ofwork as directed by the Engineer-in-charge and supply them in fivecopies each in separate albums of appropriate size.He shall also arrange for the video filming of important activities ofthe work during the currency of the contract and edit it to a videofilm of 60 to 180 minutes playing time.Signature of Contractor No. of Corrections Executive Engineer(121)

It shall contain narration of the various activities in English/Marathi by a competent narrator. The cassette shall be acceptablequality and the film shall be capable of providing colour pictures.This shall be considered as incidental to the work and no additionalpayment whatsoever will be made for the same.54 SUPPLY OF SAFETY JACKETS TO LABOURERS/ SUPERVISORS/ENGINEERSAs a safety measure during the execution of work all labours,construction and supervisory staff shall be provided with an orangecolour jacket in fluorescent hue so as to make them starkly visiblefrom a distance even during evening hours.55 APPROVAL OF CONSTRUCTION MATERIALS ANDCONSTRUCTION ACTIVITIES.Approval of all materials for the work shall be obtained in writingfrom Engineer-in-charge or his representative before its use in theproject.Before taking up of any construction activity the construction workdone earlier shall be got approved in writing. Any failure on thisaccount may result in the work for which the contractor will be solelyresponsible.Materials and job mix etc. shall be got approved in writing at least 15days in advance of the commencement of corresponding activity. Thetesting charges shall be borne by the contractor.Besides the prescribed tests and frequencies any other test or testsover the prescribed frequency shall also be carried out by thecontractor at his own cost if so directed by Engineer-in-charge or hisauthorised representative.56 MAINTENANCEThe maintenance of the existing Black Topping surface shall be theresponsibility of the contractor. After receipt of work order, thecontractor shall attend site and fill-up potholes if formed on theexisting Black Topped surface in entire length under its contract. Ifthe contractor fails to fill the potholes, the same shall be got filled bythe Department on the contractor’s risk and cost and recoverytowards the expenditure incurred by department on the potholes willbe recovered through the R.A. bill of this work. The contractor shallquote the rates after considering this maintenance aspect.Signature of Contractor No. of Corrections Executive Engineer(122)

The contractor shall maintain the finished road surface for a periodof Three years from the date of issuance of completion certificate athis cost. The contractor shall fill the pot holes if any/rebuild thesunken & deteriorated portion if any during defect liability period. Anamount of 5 % (Five percent) of total work done shall be deducted &withheld till expiry of defect liability period of 36 months asperformance security. This amount shall be deducted through cashrunning bill at 5% of amount of each running bill. This amount onrequest of contractor shall be replaced by Bank Guarantee ofNationalised Bank/Scheduled Bank. This performance security is inaddition to security Deposit deducted as per provisions in Clause-I &para 4.5 of Notice to contractors.On completion of the work in all respects necessary certificate will beissued by the concerned Executive Engineer and the defects liabilityperiod will be counted from the date of issue of certificate.During the defect liability period contractor is supposed to detect thedefect or damages in the completed work. These defects and damagesshould be rectified within period specified in the notice of defect. Ifcontractor fails to defects or carry out the repairs to such defectsEngineer-in-charge will inform in writing about these defects andrectifications will be carried out at contractors risk and cost.All damages during execution shall be made good by the contractorat his cost. He will be responsible for any damages to the roadsurface including B.T. surface in rainy seasons and duringconstruction and guaranteed maintenance period no separatepayment will be made restoring damages.Defective work is liable to rejected at any stage. The contractor on noaccount can refuse to rectify the defects merely an reasons thatfurther work has been carried out. No extra payment shall be madefor such rectification.In case of damages type failure will be investigated by Engineer-inchargeand repairs to the defective portion will be suggestedaccordingly. If contractor fails to rectify such damages within theperiod specified in the instructions of the Engineer-in-charge thenheavy penalty will be imposed and damaged work will be rectified atcontractors risk and cost.Signature of Contractor No. of Corrections Executive Engineer(123)

LIST OF APPARATUS REQUIRED FOR ROAD WORK INCLUDING HOT MIX WORKSR.No.ApparatusNos. (MinReq)1 Set of buckets for bulk density 30 litres capacity 3Sample diving (various size 15,20,30 Lit)2 Riffle Box (Sample diving box) 13 Bitumen extractor (hand / electricity operated) 14 Marshal Stability testing machine 15 Field density (sand replacement method) 16 Straight edge 3 m long ISMC 50 x 100 17 M.S. Camber plate, 2.75 m, 3.5 m long 1 No. each8 Constant temporary hot water bath 19 Electronic weigh balance capacity upto 2000 gm 110 G.I. Trays of various sizes 1211 Digital Thermometer capacity upto 210 o C with 1least count 10 o12 Electric Oven 113 Marshal Stability modules with rammer 1 Set14 Chemicals (Benzene / Trichloroethelyne) 250 Ltrs15 Filter Papers 500/Season16 Weight Box with 5 Kg to 1 Gm Weight 117 Fractional Weight Box and Pan Balance 118 G.I./ Brass sieves of various sizes for gradation 1 No. each19 Pick axes 220 Cooking gas/ Kerosene Burner with Cylinder 121 Impact Test Apparatus (for coarse aggregates) 122 Flakiness and Elongation test guages 123 Penitrometers with standard needle for asphalt 1test24 Compression Testing Machine 125 Slumb Cone 126 Concrete Cube Moulds 1557 ADDITIONAL SPECIAL CONDITIONS FOR HOT MIX HOT LAIDBITUMENIOUS WORKS:iCLAUSE NO.106 OF MINISTRY OF SURFACE TRANSPORTSPECIFICATION (SECOND REVISION)This clause stipulates certain condition relating to choice and use ofequipments which have relating to use of equipment which haverelevance to production of quality work.Signature of Contractor No. of Corrections Executive Engineer(124)

abcThe contractor shall be required to give a trial of the equipmentfor establishing their capability to achieve the laid downspecifications and tolerances to the satisfaction of the Engineerbefore commencement of work.All equipments provided shall be of proven efficiency and shallbe operated and maintained at all times in a manneracceptable to the Engineer.No equipment and personnel will be removed from the worksite without the permission of the Engineer.iiCLAUSE NO. 901 OF MINISTRY OF SURFACE TRANSPORTSPECIFICATION (SECOND RIVISION)abcdThe responsibility for the quality of the entire constructionwork is on the contractor. For this purpose he is required tohave his own independent and adequate set up.The Engineer for satisfying himself about the quality of thematerials and work will also have tests conducted by qualitycontrol units or by any other agency generally to the frequencyset out in the specifications. For tests to be the Engineer thecontractor is to vender all necessary cooperation anddispatching samples etc.For the work of embankment sub grade and pavementconstruction to subsequent layer of the same or other materialover the finished layer shall be done only after obtainingapproved from the Engineer.Contractor shall be responsible for rectifying / replacing anywork fall in short of quality requirements as directed byEngineer.iii CLAUSE IN THE CONDTION OF CONTRACT :a All materials and workmanship shall be of the respective typedescribed in the contract and in accordance with theEngineer’s instructions and shall be subjected from time totime such tests as the Engineer many direct at the place ofmanufacture or fabrications, or on the site. All samples shallbe supplied by the Contractor.Signature of Contractor No. of Corrections Executive Engineer(125)

cNo work is to be covered up or put out of view without theapproval of the Engineer for his examination andmeasurements.During the progress of the works, the Engineer shall have thepower to order, the removal from the site any unsuitablematerial, substitution of proper and suitable material and theremoval and proper re-erection not with standing any pervioustest or interim payment there for and of any work which inrespect of materials or workmanship is not, in the opinion ofthe Engineer in accordance with the contract.58 CONTRACTOR’S FACILITY :According to the contract, the contractor is responsible for thequality of the entire construction work. To meet thisrequirementabcdThe contractor shall set up his own laboratory at location(s)approved by the Engineer. The laboratory shall be equippedwith modern and efficient equipment with sufficient standbys,suitable to carry out the tests prescribed for different materialsand work according to the specifications. The lost of equipmentto be procured and the facilities to be provided shall be gotapproved by the Engineer. The equipment shall be mentionedin a workable condition to the satisfaction of the Engineer.Sampling and testing procedures shall be in accordance withthe relevant standards of BIS (Previously called ISI) or IRC.Frequency of testing shall be laid down in the Ministry’sSpecifications for Roads and Bridges work (2 nd Revision). In theabsence of relevant Indian Standards, sampling and testingprocedures shall be approved by the Engineer.The laboratory should be manned by a qualified materialsEngineer assisted by Material Inspector / Technicians, and theset up should be got approved by the Engineer.The contractor should prepare printed proforma for recordingreadings and results of each type of test after getting theformats of the performance approved from the Engineer. Heshould keep a daily record of all the test conducted by him.Two copies of the test results should be submitted to theEngineer for his examination and approval, of which one copywill be returned to the contractor for being kept at site of workSignature of Contractor No. of Corrections Executive Engineer(126)

eThe materials Engineer of the Contractor should keep closeliaison with the Quality control unit of the Engineer and keepthe latter informed of the sampling and testing programme sothat the Engineer’s representative could be present during thisactivity, if considered necessary.59 TECHNICAL REQUIREMENTS OF DRUM MIX PLANTS:GENERALThe drum mix plant should be reputed make and proven design,sturdy in structure and capable of producing desired quality ofmix as per specifications for laying bituminous road surfaceand should have following essential arrangements.1. COLD AGGREGATE FEEDER:The cold aggregate feeder arrangements should have minimum 3bins of sufficient capacity capable of storing different sizes ofaggregates and fine to ensure continues uninterrupted supply ofaggregate matching the capacity of the plant. Each bin should haveindependent belt feeder system, driver by a variable speed meter anda central gate to ensure accurate aggregate feed to meet design mixformula. It is pre requisite that only properly screened and gradedmaterials are fed to the bins.There should be a gathering conveyor to receive and transportmaterial dispatched from bins with separate driver arrangement.There should be a screen or a suitable arrangement like battle plateas the discharge and of gathering conveyor for rejection of any oversize metal above the permissible limit. The conveyer should be fittedwith suitable electronic weight bridge device for weighing quantity ofcold aggregate being fed to dryer drum.The plant should have a material filler arrangement with suitablecontrol device to accurately proportion the flow of filler material in todryer drum at appropriate stage.2. DRYER DRUM:It should be thermo drum type with smooth rotation arrangements togive rates out put and capable of reducing the moisture content ofthe aggregate to desirable limit of 2% to 6% and achieving hot mixtemperature (upto 160 o as per requirement) with such design that noblue smoke is omitted from the exhaust. the drum may have optionalarrangement for feeding reclaimed material. There shouldarrangement to restrict burner flame upto certain length in the drumbefore bituminous injected.Signature of Contractor No. of Corrections Executive Engineer(127)

It should be fitted with positive displacement bitumen pump drivenby variable speed motor automatically controlled from control cabincapable of feeding desire quantity of bitumen synchronised withaggregate feed system. Thermo fluid system be an in built feature tokeep bitumen pump and pipes sufficiently not to avoid clogging ofpipes.]3. BURNERThe burner used should be capable of burning the fuel efficiently anddevelop the required temperature. It should be fitted with remotecontrol system to defect flame failure and also electric spark ignitionsystem or some other suitable arrangements. Burner operationshould have thermostatic control of flame within the specifiedtemperature range.4. BITUMEN HEATER:It should consist of an insulated tank of adequate capacity fitted witheffective and positive control of temperature of allowing continuescirculation of bitumen between bitumen heater and proportioningunits. Suitable arrangement should be provided for recording thetemperature at the tank and in circulation system5 FUEL SYSTEM:Fuel tank should be of sufficient capacity and fitted with suitabletype of fuel pump to receive the fuel from storage tank and supply toline heater and burner.6 CYCLONE SYSTEM:Cyclone unit is required to control dust discharge within theadmissible standard of pollution level.7 OPERATING CONTROL UNIT:The drum mix plant must have centralised control system withoperation from a control cable located adjacent to the drum mixplant. The control system should be capable of following.1. Automatic control of speed of each bin feeder conveyor andgate, so as to control and regulate the flow of various grades ofmaterial to ensure constant and accurate proportion ofaggregates.2. Per set and control the percentage of flow of aggregate andasphalt required as per design mix.3. Automatic detection of plant operation failure, display ofaggregate temperature, asphalt and mix temperature,Signature of Contractor No. of Corrections Executive Engineer(128)

aggregate flow etc. fully/ automatic aggregate blending,bitumen/ aggregate ratio control and burner control system.4. Control for pre setting the moisture content of aggregatedisplayed digitally.5. Control for pre setting the should be such of desired it wouldbe operated manually also.8. SURGE SILO:The plant may be have optional arrangement to store hot mixmaterial for at least equivalent to 30% of rated capacity to cater forany delay in leading the tippers temporary storage silo should haveadequate automatic hydraulic unloading arrangement operatedeither from the control cabin or manually with necessary safetycontrol.The hot mix plant shall be as approved by the Engineer in chargebefore use for work tendered.9. TECHNICAL REQUIREMENT FOR PAVER FINISHER TO BE USEDON BITUMINOUS WORKS:A. WORK COSTING MORE THAN Rs. 1.00 CROREThe paver finisher shall have following essential features.a. Loading hoppers and suitable distributing mechanism.b. All drives having hydro static drive/ controlc. The machine shall have a hydraulically screed for appropriatewidth requirements.d. The screed shall have the internal fitting arrangements.60 UTILISATION OF DISMANTALLED MATERIAL OF EXISTINGSTRUCTUREAll the reusable dismantled material shall be used after selecting theright materials to be used again and as per the instruction ofEngineer in charge. The recovery of such material @ Rs. 45.00 percubic meter for rubble and for scrap steel rate Rs. 17.00 per kilogram for steel will be made from the contractor for reutilising thedismantled material in new construction work.61. Contractor shall take out necessary insurance Policy / Policies (viz.Contractors all Risks Insurance Policy, Erection All Risks insurancepolicy etc. as decided by the Directorate of Insurance) so as toSignature of Contractor No. of Corrections Executive Engineer(129)

provide adequate insurance cover for execution of the awardedcontract work for total contract value and complete contract periodcompulsorily from the “Directorate of Insurance, Maharashtra StateMumbai” only. Its postal address for correspondence is “264,MHADA, First Floor, opp. Kalanagar, Bandra (E) Mumbai – 400 051”(Telephone Nos. 26590403 / 26590690 and Fax Nos. 26592461 /26590403) similarly all workmen’s appointed to complete thecontract work are required to insure under workmen’s compensationInsurance Policy, Insurance Policy / Policies taken out from anyother company will not be accepted. If any contractor has effectedinsurance with any Insurance Company, the same will not beaccepted and the amount of premium calculated by the GovernmentInsurance Found will be recovered directly from the amount payableto the contractor for the executed contract work and paid to theDirectorate of Insurance Found, Maharashtra State, Mumbai. TheDirector of Insurance reserves the right to distribute the risks ofinsurance among the other insurers.VÉä VÉä EÆòjÉÉ]õnùÉ®ú ºÉƤÉÊvÉiÉ EòɨÉÉSªÉÉ ´É iªÉÉ´É®úÒ±É EòɨÉMÉÉ®úÉÆSªÉÉ Ê´É¨ªÉÉÆSÉÒ {ÉÉì±ÉÒºÉÒ ºÉÉnù®ú Eò®úhÉÉ®úxÉɽ ÒiÉ +ÉÉÆSªÉÉ iªÉÉ EòɨÉÉSªÉÉ {Éʽ ±ªÉÉSÉ SÉɱÉÖ näùªÉEòɨÉvÉÖxÉ iªÉÉ EòɨÉÉSªÉÉ Eò®úÉ®úÉSªÉÉ ÊEÆò¨ÉiÉÒSªÉÉBEò ]õCEòÉ (1%)

PROFORMAMIX TRANSPORTATION DETAILSNAME OF WORK:NAME OF SUB DIVISION:NAME OF ENGINEER IN CHARGE:NAME OF DIVISION:NAME OF AGENCY:Sr.NoDateRegisteredNo. ofTipperWt. ofloadedTipperWeight of MixWt. ofemptyTipperWt.ofMix(4-5)TimetoleavetheplantTimetoreach thePaverTimetaken inminutesTemperatureMix@PlantMix@PaverRemakrs1 2 3 4 5 6 7 8 9 10 11 12Signature of Engineer in chargeSignature of AgencyNote This information is to be kept upto date as per Tender condition No.49-10-G.Signature of Contractor No. of Corrections Executive Engineer(131)

REGISTER NO.CALCULATION TO COMPUTE THE QUANTITY OF CEMENT WHICH SHOULD BEENUSED AND THAT ACTUALLY USED DURING THE MONTH OF VARIOUS ITEMS123456SrNoNameof theitemABSTRACT FOR THE MONTH ENDINGFOR THE MONTH OF .................... 200Approximate Quantity ofquantity of cement (in bags)work done which is requiredQuantityUnitto be usedPerQuantityin bagsTotal quantity ofcement whichshould have beenused in bagsquantity of bagswhich wasactually usedSignature of Engineer in chargeSignature of AgencySignature of Contractor No. of Corrections Executive Engineer(132)

PRICE VARIATION CLAUSEIf 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 Nanded Centre as per theLabour Gazette published by the Commissioner of Labour,Government of Maharashtra and/or in the whole sale price index forall commodities prepared by the Office of Economic Advisor, Ministryof Industry Govt. of India, or in the price of Petrol/ Oil andLubricants and major construction materials like Bitumen, Cement,Steel, various types of metal pipes etc., then subject to the otherconditions mentioned below, price adjustment on account of(1) Labour component(2) Material Component(3) Petrol, Oil and Lubricants Component(4) Bitumen Component(5) HYSD & Mild Steel Component(6) Cement Component(7) C.I. and D.I. Pipes ComponentCalculated as per the formula hereinafter appearing, shall be made.Apart from these, no other adjustments shall be made to the contractprice for any reasons whatsoever. Component percentage as givenbelow are as of the total cost of work put to tender. Total of Labour,Material & POL components shall be 100 and other componentsshall be as per actuals.1. Labour Component –K1 (28.00%)2. Material Component –K2 (50.00%)3. POL Component –K3 (22.00%)4. Bitumen Component Actual5. HYSD and Mild Steel Component Actual6. Cement Component Actual7. C.I. and D.I. Pipe Component ActualNote :- If Cement, Steel, Bitumen, C.I. and D.I. Pipes are supplied onSchedule ‘A’, then respective component shall not be considered. Also ifparticular components is not relevant same shall be deleted.Signature of Contractor No. of Corrections Executive Engineer(133)

(1) Formula for Labour componentV1 =Where : -0.85 PK1L1 - L0x100 L0V1 = Amount of price variation in rupees to be allowed for labourcomponentP =Cost of work done during the quarter under consideration minus thecost of cement, HYSD and Mild steel, Bitumen and CI & DI pipescalculated as the Basic star rates as applicable for the tenderconsumed during the quarter under consideration.K1 = Percentage of labour component as indicated above.L0 = Basic consumer price index for Nanded centre shall be averageconsumed price index for the quarter preceding the month in whichthe last date prescribed for receipt of tender, falls.L1 = Average consumer price index for Nanded centre for the quarterunder consideration.(2) Formula for Material componentV2 =Where : -0.85 PK2M1 - M0x100 M0V2 = Amount of price variation in rupees to be allowed for MaterialcomponentP =Same as worked out for Labour component.K2 = Percentage of Material component as indicated above.M0 = Basic wholesale price index shall be average wholesale price index forthe quarter preceding the month in which the last date prescribed forreceipt of tender, falls.M1 = Average Wholesale price index during the quarter underconsideration.Signature of Contractor No. of Corrections Executive Engineer(134)

(3) Formula for Petrol, Oil & Lubricant componentV3 =0.85 P K3x100 P0P1 – P0Where : -V3 = Amount of price variation in rupees to be allowed for POL componentP =Same as worked out for Labour component.K3 = Percentage of Petrol, Oil & Lubricant component.P0 = Average price of HSD at Mumbai during the quarter preceding themonth in which the last date prescribed for receipt of tender, falls.P1 = Average price of HSD at Mumbai during the quarter underconsideration.(4) Formula for HYSD, TMT and mild steel componentV5= S0 (SI1-SI0)SI0xTWhere : -V5 = Amount of price variation in rupees to be allowed for HYSD, TMT andMild steel componentS0 = Basic rate of HYSD / TMT / Mild steel in rupees per metric tonne asconsidered for working out the value of P.SI1 = Average steel Index as per RBI bulletin during the quarter underconsideration.SI0 = Average steel Index as per RBI bulletin for the quarter preceding themonth in which the last date prescribed for receipt of tender, falls.T =Tonnage of steel used in the permanent works for the quarter underconsideration.Signature of Contractor No. of Corrections Executive Engineer(135)

(5) Formula for cement componentV6= C0 (CI1-CI0)xTCI0Where : -V6 = Amount of price escalation in rupees to be allowed for cementcomponentC0 = Basic rate of cement in rupees per metric tonne as considered forworking out the value of P.CI1 = Average cement Index published in per RBI bulletin for the quarterunder consideration.CI0 = Average cement Index published in the RBI bulletin for the quarterpreceding the month in which the last date prescribed for receipt oftender, falls.T =Tonnage of Cement used in the permanent works for the quarterunder consideration.The following conditions shall prevail:i) The operative period of the contract shall mean the periodcommencing from the date of work order issued to the Contractorand ending on the date on which the time allowed for completion ofworks specified in the Contract for work expires, taking intoconsideration the extension of time, if any, for completion of the workgranted by Engineer under the relevant clause of the Conditions ofContract in cases other than those where such extension isnecessitated on account of default of the Contractor. The decision ofthe Engineer as regards the operative period of the Contract shall befinal and binding on the Contractor. Where any compensation forliquidated damages is levied on the Contractor on account of delay incompletion or inadequate progress under the relevant contractprovisions, the price adjustment amount for the balance of workfrom the date of levy of such compensation shall be worked out bySignature of Contractor No. of Corrections Executive Engineer(136)

pegging the indices L1, M1, C1, B1, SI1, and CI1to teh levelscorresponding to the date from which such compensation is levied.ii)This Price variation shall be applicable to all contracts in B1/ B2 andC Form but shall not apply to piece works. The Price Variation shallbe determined during each quarter as per formula given above in thisclause.iii)The price variation under this clause shall not be payable for theextra items required to be executed during the completion of thework and also on the excess quantities payable under the provisionsof clause 38/37 of the contract form B-1/ B-2 respectively. Since therates payable for the extra items or the extra quantities under clause38/37 are to be fixed as per the current D.S.R. or as mutually agreedto yearly revision till completion of such work. In other words, whenthe completion/execution of extra items as well as extra quantitiesunder Clause 38/37 of the contract form B-1/ B-2 extends beyondthe operative date the D.S.R. then rates payable for the same beyondthat date shall be revised with reference to the current D.S.R.prevalent at that time on year to year basis of revised in accordancewith mutual agreement thereon, as provided for in the contract,whichever is less.iv)This clause is operative both ways, i.e. if the price variation ascalculated above is on the plus side, payment on account of the pricevariation shall be allowed to the contractor and if it is on the negativeside, the Government shall be entitled to recover the same from thecontractor and the amount shall be deductible from any amountsdue and payable under the contract.Signature of Contractor No. of Corrections Executive Engineer(137)

v) To the extent that full compensation for any rise or fall in costs to theContractor is not entirely covered by the provision of this or otherclauses in the contract, the unit rate and prices included in thecontract shall be deemed to include amounts to cover thecontingency of such other actual rise or fall in costs.STAR RATE* Bulk Bitumen 60/70 Grade = Rs. 34,999.65/-Per Metric Tonne(Rs. Thirty Four Thousand NineHundred Ninety Nine and PaiseSixty Five Only)* Cement = Rs. 4,880/- Per Metric Tonne(Rs. Four Thousand EightHundred Eighty and Paise Only)CertificateThe above Star rates mentioned in this D.T.P. are calculated /workout as per instructions given in Govt. Resolution No.CAT/06/04/148/Bldg-2, dated. 16-05-2005 hence certified.Executive Engineer,Public Works Division, AmbajogaiSuperintending Engineer,Public Works Circle, OsmanabadSignature of Contractor No. of Corrections Executive Engineer(138)

Name of Work:Improvement to Surdi Sadola Majalgaon RoadKm. 5/00 to 10/00 MDR-30 Tq. MajalgaonDist. Beed (Actual Km. 5/600 to 9/200)SCHEDULE - ASchedule showing (Approximately) the materials to be supplied from thePublic Works Department stores for work contracted to be executed andpreliminary and ancillary works and the rates at which they are to becharged for.Sr.No.ParticularsQuantityRatesinFiguresUnitRates inWordsPlace ofDelivery /Amount1 2 3 4 5 6 7*NIL*Note : 1. All materials such as Cement, Steel etcetera shall beprocured by contractor at his own cost.Signature of Contractor No. of Corrections Executive Engineer(139)

QUALITY ASSURANCE CLAUSEAnnuxure to the Public Works Department Circular No. CAT-1091/CR-60/Bldg.2 Dated 14thOctober 1991 regarding incorporating additional conditions for Quality assurance and maintenancemanual__________________________________________________________________________1. To ensure the specified quality of work which will also includenecessary survey, temporary works etc. the contractor shall preparea quality assurance plan and get the same approved from theEngineer in charge within one month from the date of work order.For this, the contractor shall submit an organisation chart in histechnical personnel to be deployed on the work alongwith theirqualifications, job descriptions defining the functions of reporting,supervising, inspecting and approving. The contractor shall alsosubmit a list of tools, equipments and machinery andinstrumentation which he propose to use for the construction and fortesting in the field and/ or in the laboratory and monitoring. Thecontractor shall modify/ supplement the organisation chart and thelist of machinery, equipments etc. as per the directions ofSuperintending Engineer and shall deploy the personnel andequipment on the field as per the approved chart and the listrespectively. The contractor shall submit written method statementsdetailing his exact proposals of execution of the work in accordancewith the specifications. He will have to get these approved from theEngineer in charge. The quality of the work shall be properlydocumented through certificates, records, checklists and log books ofresults etc. Such records shall be compiled from beginning of thework and be continuously updated and supplemented and this willbe the responsibility of the contractor. The forms should be gotapproved from the Executive Engineer in charge.2. Where the work is to be done on lumpsum basis on contractor'sdesign the contractor shall also prepare and submit a maintenancemanual giving procedure for maintenance with the periodicity ofmaintenance work including inspections, tools and equipment to beused, means of accessibility for all parts of structure. He shall alsoinclude in the manual, the specifications for the maintenance workthat would be appropriate for the design and technique ofconstruction. This manual shall be submitted within the contractperiod.Signature of Contractor No. of Corrections Executive Engineer(140)

ADDITIONAL CONDITIONS FOR MATERIALS(CEMENT, ASPHALT, STEEL ETC.) BROUGHT BY CONTRACTOR1. All materials such as cement, Mild Steel, HYSD bars Bulk Asphalt,etc. required for execution of work shall be brought by Contractor athis own cost.2. The Contractor shall maintain the record of these materials (Cement,Bulk Asphalt etc.) in the prescribed proforma and registers asdirected by Engineer-in-charge. The sample of prescribed proforma isattached at the end (Page No.143 to 144). These registers shall besigned by both contractors and representative of Engineer-in-charge.These registers shall be made available for inspection, verification forthe Deptt. as and when required. These registers shall be in thecustody of department and shall be maintained by the department.3. The material required only for this work shall be kept in the godownat site. No material shall be shifted out side except for the work forwhich this agreement is entered, without prior approval of theEngineer-in-charge.4. The material i.e. cement, steel etc. brought on the work site shall beaccompanied with the necessary Company/ Manufacturing firm'stest certificates. In addition these material shall be tested as perfrequency prescribed by the Department and the cost of such testingshall be borne by the Contractor. If the test results are satisfactory,then and then only the material shall be allowed to be used on thework. If the test results are not as per standards these materialsshall be immediately removed from the work site at Contractor's cost.In case of cement, if so requested by the Contractor in writingmaterial will be allowed to be used before receipt of test results butthis will be entirely at the risk and cost of the Contractor.5. The Contractor shall produce sufficient documentary evidence i.e.bill for the purchase, octroi receipts etc. for the purchase of materialbrought on the work site at once, if so requested by the department.6. All these material i.e. cement. steel etc. shall be protected from anydamage, rains etc. by the contractors at his own cost.7. The Contractor will have to errect temporary shed of approvedspecifications for storing of above materials at work site havingdouble lock arrangements (By double lock it is meant that godownshall always be locked by two locks, one lock being owned &operated by Contractor and other by Engineer-in-charge or hisSignature of Contractor No. of Corrections Executive Engineer(141)

authorised representative and the door shall be openable only afterboth locks are opened.8. If required, the weighment of cement bags/ steel etc. brought by theContractor shall be carried out by the Contractor at his own cost.9. The Contractor shall not use cement and other material for the itemto be executed outside the scope of this contract except for suchancillary small item as are connected and absolutely necessary forexecution of this work as may be decided by the Engineer-in-charge.10. The Govt. shall not be responsible for the loss in cement, steel, bulkasphalt etc. during transit to work site. The cement brought by thecontractor at the work site store shall mean 50 kg., equivalant to0.0347 cubic metre per bag by weight. The rate quoted shouldcorrespond to this method of reckoning. In case of ordinary/controlled concrete, if cement is found short, the shortage/ shortageswill be made good by the contractor at his cost.11. Indemnity:The condition regarding indemnity as defined on Page 73 at Sr. No.4will apply mutatis-mutandis in case of material brought byContractor at the site for the execution of the work being executedunder this contract.12. In case the materials brought by the contractor become surplusowing to the change in the design of the work, the materials shouldbe taken back by the contractor at his own cost after priorpermission of Engineer incharge.13. All empty bags or empty asphalt drums shall be the property ofcontractor and the same shall be removed immediately aftercompletion of work.14. RCC Hume Pipes of ISI Mark required for the construction of C.D.Work (whichever in this work) should be purchased by the contractorfrom MSSIDC Only.Signature of Contractor No. of Corrections Executive Engineer(142)

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+.GÆò........................... ®úÉäVÉÒ ºÉÆ{ÉhÉÉ−ªÉÉ +É`ö´É÷b÷¬ÉºÉÉ`öÒ MÉÉä¹É´ÉÉ®úɤÉɤÉÓSÉäxÉÉǼ ÉEäò±É䱪ÉÉ EòɨÉÉSÉä +ÆnùÉVÉä{ÉÊ®ú¨ÉÉhÉ´ÉÉ{É®úhÉä+ɴɪÉEò+ºÉ±Éä±Éb÷ÉƤɮúÉSÉä{ÉÊ®ú¨ÉÉhÉ ¨Éä. ]õxÉ´ÉÉ{É®úɴɪÉÉºÉ ½þ´Éä+ºÉ±É䱪ÉÉ b÷ÉƤɮúÉSÉäBEÚòhÉ {ÉÊ®ú¨ÉÉhÉ ¨Éä.]õxÉ|ÉiªÉIÉ´ÉÉ{É®ú±Éä±Éäb÷ÉƤɮúÉSÉä BEÚòhÉ{ÉÊ®ú¨ÉÉhÉ ¨Éä.]õxÉ{ÉÊ®ú¨ÉÉhÉ BEò¨ÉÉhÉ1 2 3 4 5 6 7Signature of Contractor No. of Corrections Executive Engineer(144)

\amb4\Tender Section\notice\Talkhed Pungni\allNAME OF WORK :IMPROVEMENT TO SURDI-SADOLA-MAJALGAON ROAD KM. 5/00 TO 10/00 MDR-30(ACTUAL KM. 5/600 TO 9/200) TQ. MAJALGAONApprox.Qty80.00CubicMetreItemNo.Item of WorkSCHEDULE – BStandardSpecifications& Page No.In fig.Rate Unit AmountIn Words1 2 3 4 5 6 7 81 Supplying 60 Milimeter trap/ granite/ Rd.20 Page 469.39 Rupees Four One 37551.00quartzite/ gneiss stone over size metal at No.200Hundred Sixty Cubicthe road side including conveying andNine and Paise Metrestacking etcetera complete as directed byThirty Nine OnlyEngineer-in-charge. (including blasting)1286.67CubicMetre2 Supplying hard murum/ kankar at the roadside, including conveying and stackingetcetera complete as directed by Engineerin-charge.Rd.23 PageNo.202209.94 Rupees TwoHundred Nineand Paise NinetyFour OnlyOneCubicMetre270123.001332.00CubicMetre3 Supplying 40 Milimeter trap/ granite/quartzite/ gneiss stone size metal at theroad side including conveying and stackingetcetera complete as directed by Engineerin-charge(including blasting)Rd.22 PageNo.201489.39 Rupees FourHundred EightyNine and PaiseThirty Nine OnlyOneCubicMetre651867.00333.00CubicMetre4 Supplying soft murum at the road side,including conveying and stacking etceteracomplete as directed by Engineer-in-charge.Rd.24 PageNo.203200.94 Rupees TwoHundred andPaise NinetyFour OnlyOneCubicMetre66913.00Signature of Contractor No. of Corrections Executive Engineer(145)

Approx.Qty1412.00CubicMetreItemNo.Item of WorkStandardSpecifications& Page No.In fig.Rate Unit AmountIn Words1 2 3 4 5 6 7 85 Spreading 40 mili metre to 60 mili metre Rd 29 & 24.00 Rupees Twenty One 33888.00metal including sectioning etcetera complete Rd.34 PageFour and Paise Cubicas directed by Engineer-in-charge.No. 205 &Nil Only Metre1619.67CubicMetre6 Spreading gravel/ sand/ soft murum/ hardmurum etcetera complete as directed byEngineer-in-charge.208.Rd.28, 29,30, & 31Page No.20516.00 Rupees Sixteenand Paise NilOnlyOneCubicMetre25915.0013720.00SquareMetre7200.00SquareMetre7 Compacting the subgrade/ gravel/ 60 milimetre/ over size metal (200 mili metreloose)/ 40 mili metre size metal (100 milimetre loose) layers including compactionnecessary, labour, materials and artificialwatering etcetera complete as directed byEngineer-in-charge. A) With Power Roller8 Compacting the hard murum kankar inlayers of thickness upto 20 centi metre withpower roller including necessary, labour,material and artificial watering etceteracomplete as directed by Engineer-in-charge.Rd.35 PageNo.209Rd.38 PageNo.2119.00 Rupees Nine andPaise Nil Only3.75 Rupees Threeand PaiseSeventy Five OnlyOneSquareMetreOneSquareMetre123480.0027000.0013320.00SquareMetre9 Picking the Water Bound Macadam roadSurface including sectioning etceteracomplete as directed by Engineer-in-charge.Rd.33 PageNo. 2083.60 Rupees Threeand Paise SixtyOnlyOneSquareMetre47952.00Signature of Contractor No. of Corrections Executive Engineer(146)

Approx.Qty13320.00SquareMetreItemNo.Item of WorkStandardSpecifications& Page No.In fig.Rate Unit AmountIn Words1 2 3 4 5 6 7 810 Providing and laying 75 mili metre thick As Directed 162.78 Rupees One One 2168230.00compacted Bituminous Bound Macadam on by EngineerHundred Sixty Squarethe existing Water Bound Macadam surface in charge.Two and Paise Metreincluding picking the existing water boundSeventy Eightmacadam surface and thoroughly cleaningOnlyto receive the bituminous bound macadamby approved equipments as directed byEngineer-in-charge, immediately spreading40 mili metre size hand broken metal at therate of 9 cubic metre/ 100 square metre bymaking panels, compacting it suitably till itforms the stable surface, spreading bitumenat the rate of 200 kilograms/100 squaremetre using sprayers attached to thebouzer, spreading 12 mili metre metal at therate of 1.80 cubic metre/100 square metreand final compaction with power rolleretcetera complete, finishing in accordancewith the requirement in close confirmitywith grade, lines, cross section andthickness as per approved drawing etceteracomplete as directed by Engineer-in-charge.(By using Bulk Asphalt 60/70 grade) b) 75mili metre Bituminous Bound Macadam onexisting Water Bound Macadam surfaceSignature of Contractor No. of Corrections Executive Engineer(147)

Approx.Qty13320.00SquareMetreItemNo.Item of WorkStandardSpecifications& Page No.In fig.Rate Unit AmountIn Words1 2 3 4 5 6 7 811 Providing and Laying 20 mili metre thick M.O.R.T.H 120.38 Rupees One One 1603462.00open graded premix bituminous carpet 2001 Cl.No.Hundred Twenty Squareincluding supplying all materials including 511 Pageand Paise Thirty Metreas directed preparing and cleaning the base, No.192Eight Onlyheating bitumen and chips in hot mix plant,applying tack coat, 30 kilogram/100 squaremetre laying the carpet layer andcompacting without seal coat on Black Topsurface with paver finisher (Hot Mix hot laid)etcetera complete as directed by Engineerin-charge.(Using Bulk Asphalt 60/70 grade)13320.00SquareMetre12 Providing and laying bituminous liquid sealcoat to black topped surface, includingsupplying all materials, preparing existingroad surface, heating and applyingbitumen, by self propelled / Towedbitumen pressure sprayer for uniformspraying at specified temperature at 9.8kilogram /10 square metre spreading chipsat 0.09 cubic metre /10 square metre androlling etcetera complete as directed byEngineer-in-charge. (By Using Bulk Asphalt60/70 grade).MORTH2001, CI.513Page No. 20148.24 Rupees FortyEight and PaiseTwenty Four OnlyOneSquareMetre642557.00Signature of Contractor No. of Corrections Executive Engineer(148)

Approx.Qty7200.00CubicMetreItemNo.Item of WorkStandardSpecifications& Page No.In fig.Rate Unit AmountIn Words1 2 3 4 5 6 7 813 Excavation for catch/ road side Water RD.9 Page 42.00 Rupees Forty One 302400.00gutter/ jungle gutter in all sorts of Soils, No.187Two and Paise Nil CubicSoft murum strata to the specified sectionOnly Metreincluding stacking the excavated stuff in aregular bund and disposing of unsuitable orexcess stuff beyond 50 meter from place ofexcavation as directed by Engineer-incharge1620.00CubicMetre14 Excavation for roadway in earth soil of allsorts sand, gravel, soft murum includingdressing section to the required grade,camber and side slopes and conveying theexcavated materials with all lifts and upto alead of 50 metre and spreading forembankment or stacking etcetera completeas directed by Engineer-in-charge.RD.2 PageNo.18044.00 Rupees FortyFour and PaiseNil OnlyOneCubicMetre71280.00Signature of Contractor No. of Corrections Executive Engineer(149)

Approx.Qty2.16SquareMetreItemNo.Item of WorkStandardSpecifications& Page No.In fig.Rate Unit AmountIn Words1 2 3 4 5 6 7 815 Providing and fixing Informatory sign board in As per IRC- 6450.00 Rupees Six One 13932.00square or rectangular shape of any size made 67,1977 andThousand Four Squareout of 16 guage (1.6 mili metre) thick mild MOSTHundred Fifty Metresteel painted with one coat of zinc chromatestovingprimer and two coats green stove RW/NH-OnlyCircular No.and Paise Nilenamel paint on front side and grey stove 33023/31/88enamel on back side border/ message/ D.O.III Datesymbols etcetera with cut out of white retro 2/11-5-1994reflective sheeting of engineering gradeincluding mild steel angle frame of size 35 milimetre x 35 mili metre x 3 mili metre and twomild steel angle iron post of size 65 mili metrex 65 mili metre x 6 mili metre, 3.65 metrelong, properly cross braced with angle ironpost of size 50 mili metre x 50 mili metre x 5mili metre duly painted with alternate blackand white bands of 25 centi metre widthincluding galvanised iron fixtures etcetera andfixing the board in 1:4:8 concrete block of size60 centi metre x 60 centi metre x 75 centimetre including transportation etceteracomplete.Rupees Sixty Lakhs Eighty Six Thousand Five Hundred Fifty and Paise Nil OnlyTotal 60,86,550.00Signature of Contractor No. of Corrections Executive Engineer(150)

Name of Work:Improvement to Surdi Sadola Majalgaon RoadKm. 5/00 to 10/00 MDR-30 Tq. MajalgaonDist. Beed (Actual Km. 5/600 to 9/200)WORK & SITE CONDITIONSAs per Road development plan 1981-2001 the road Surdi-Sadola Road is classified as MDR-30. The work site is 15.00 Kilometre fromTaluka Head Quarter Majalgaon and 65.00 Kilometre from Dist. HeadQuarter Beed.Climate conditions in the vicinity are average annual rain fallis 700 to 900 mm & average annual temperature is @ 32 DegreeCentigrade.The contractor will have to provide adequate warning andcaution sign boards and other items to be taken to provide maximumconvenience to traffic during construction period.The work consists of following provisions in brief.1) Supplying & spreading 40 mm & 60 mm Metal.2) Supplying & spreading Hard Murum for side berms.3) Providing & laying 75 mm thick B.B.M. on Black Topped Surface.4) Providing & laying 20 mm thick Open Grade Carpet.5) Providing & laying Bituminous Liquid Seal Coat & InformationBoard.6) Other items provided in Schedule 'B' shall be executed as directed byEngineer in Charge.Signature of Contractor No. of Corrections Executive Engineer(151)

511. OPEN GRADED PREMIX CARPET511.1 Open Graded Premix Carpet using Bitumen511.1.1 Scope :- This work shall consist of laying and compacting anopen graded carpet of 20 millimetre thickness in a single course composedof suitable small-sized aggregates premixed with a bituminous binder on apreviously prepared base, in accordance with the requirements of theseSpecifications, to serve as a wearing Course.511.1.2 Materials :-511.1.2.1 Binder :- The binder shall be a penetration bitumen of asuitable grade as specified in the Contract, or as directed by theEngineer, and satisfying the requirements of IS: 73.511.1.2.2 Aggregates :- The coarse aggregates shall consist ofcrushed rock, crushed gravel or other hard material retained on the2.36 millimetre sieve. They shall be clean, hard, durable, of cubicalshape, free-from dust and soft or fiable matter, organic or otherdeleterious matter. Where the Contractor's selected source ofaggregates have poor affinity for bitumen, as a condition for theapproval of that source, the bitumen shall be treated with approvedanti-stripping agents, as per the manufacturer's recommendations,without additional payment. Before approval of the source theaggregates shall be tested for stripping.Except that the water absorption shall be limited to amaximum of 1 percent. The polished stone value as measured by thetest in BS-812 (Part-114) shall not be less than 55.511.1.2.3 Proportioning of Materials :- The materials shall beproportioned in accordance with table below :-TABLE 500-16 QUANTITIES OF MATERIALS REQUIRED FOR 10SQUARE METRE OF ROAD SURFACE FOR 20 MILLIMETRE THICKOPEN GRADED PREMIX CARPET USING PENETRATION BITUMENAggregates for Carpet :a Normal Stone size 13.2 millimetre (passing 22.4millimetre sieve and retained on 11.2 millimetre sieve)0.18Cubic Metreb Normal Stone size 11.2 millimetre (passing 13.2millimetre sieve and retained on 5.6 millimetre sieve)0.09Cubic MetreTotal 0.27Cubic MetreSignature of Contractor No. of Corrections Executive Engineer(152)

abBinder for premixing (Quantities in terms of straight run bitumen)For 0.18 m 3 of 13.2 millimetre size stone chipping at 9.50 Kilogram52 kilogram per m 3For 0.09 m 3 of 11.2 millimetre size stone chipping at 5.10 Kilogram56 kilogram per m 3Total 14.60Kilogram5.11.1.3 Construction operations :5.11.1.3.1 Weather and seasonal limitations :- Laying shall besuspended while free-standing water is present on the surface to becovered, or during rain, fog and dust storms. After rain, the bituminoussurface, prime or tack coat, shall be blown off with a high pressure air-jetto remove excess moisture, or the surface left to dry before laying shallstart. Laying of bituminous mixtures shall not be carried out when the airtemperature at the surface on which it is to be laid is below 10 o C or whenthe wind speed at any temperature exceeds 40 km/h at 2m height unlessspecifically approved by the Engineer.511.1.3.2 Preparation of base :- The underlying base on which thebituminous carpet is to be laid shall be prepares, shaped and conditionedto the specified lines, grade and cross section in accordance with Clause501.A prime coat where needed shall be applied accordance with Clause502 as directed by the Engineer.511.1.3.3 Tack Coat :- A Tack coat complying with Clause 503 shall beapplied over the base preparatory to laying of the carpet.511.1.3.4 Preparation of premix :- Hot mix plant of appropriatecapacity and type shall be used for the preparation of mix material. The hotmix plant shall have separate dryer arrangement for heating aggregate.The temperature of binder at the time of mixing shall be in the rageof 150 o C to 163 o C and that of the aggregates in the rage of 155 o C to 163 o Cprovided that the difference in temperature between the binder andaggregate at no time exceeds 14 o C. Mixing shall be thorough to ensure thata homogeneous mixture is obtained in which all particles of the aggregatesare coated uniformly and the discharge temperature of mix shall bebetween 130 o C and 160 o C.The mix shall be immediately transported from the mixer to the pointof use in suitable vehicles or wheel barrows. The vehicles employed fortransport shall be clean and the mix being transported covered in transit ifso directed by the Engineer.Signature of Contractor No. of Corrections Executive Engineer(153)

511.1.3.5 Spreading and rolling :- The pre mixed material shall bespread by suitable means to the desired thickness, grade, cross fall(camber) making due allowance for any extra quantity required to fill updepressions, if any. The cross fall should be checked by means of camberboards and irregularities leveled out. Excessive use of blades or rakesshould be avoided. As soon as sufficient length of bituminous material hasbeen laid, rolling shall commence with 8 – 10 tonnes rollers, smooth wheeltandem type, or other approved equipment. Rolling shall begin at the edgeand progress toward the centre longitudinally, except that on superelevatedand unidirectional cambered portions, it shall progress on thelower to upper edge parallel to the centre line of the pavement.When the roller has passed over the whole area once, any high spotsor depressions, which become apparent, shall be corrected by removing oradding premixed materials. Rolling shall then be continued until the entiresurface has been rolled and all the roller marks eliminated. In each pass ofthe roller the preceding track shall be overlapped uniformly by at least 1/3width. The roller wheels shall be kept damp to prevent the premix fromadhering to the wheels. In no case shall fuel / lubricating oil be used forthis purpose. Excess use of water for this purpose shall also be avoided.Rollers shall not stand on newly laid material while there is a riskthat will be deformed thereby. Rolling operations shall be completed inevery respect before the temperature of the mix falls below 100°C. Jointsalong and transverse to the surfacing laid and compacted earlier shall becut vertically to their full depth so as to expose fresh surface which shall bepainted with thin coat of appropriate binder before the new mix is placedagainst it.511.1.3.6. Seal coat : A seal coat conforming to Clause 513 of the typespecified in the contract shall be applied to the surface immediately afterlaying the surfacing.511.1.4 Opening to traffic :- No traffic shall be allowed on the roaduntil the seal coat has been laid. After the seal coat is laid, traffic shall notbe permitted to run on any newly sealed area until the following day. Inspecial circumstances, however, the engineer may open the road to trafficimmediately after rolling, but in such cases traffic speed shall be rigorouslylimited to 16 Km. per hour until the following day.511.1.5 Surface finish and quality control of work :- The surfacefinish, of construction shall conform to the requirements of clause 902. ForControl of the quality of materials supplied and works carried out, therelevant provisions of Section 900 shall apply.Signature of Contractor No. of Corrections Executive Engineer(154)

511.1.6 Arrangements for Traffic :-During the period of construction, arrangement of traffic shall bedone to Clause 112.511.1.7 Measurements for payment :-Open graded premix surfacing shall be measured as finished work,for the area instructed to be covered, in square metres. The area will be thenet area covered, and all allowance for wastage and cutting of joints shallbe deemed to be included in the rate.511.1.8 Rate :-The contract unit for open graded premix surfacing shall be paymentin full for carrying out the required operations including full compensationfor all components listed in clause 501.8.8.2 (i) to (ix)Signature of Contractor No. of Corrections Executive Engineer(155)

513.1. Scope513. SEAL COAT513.1.1. This work shall consist of the application of a seal coat forsealing the voids in a bituminous surface laid to the specified levels, gradeand cross fall (camber).513.1.2. Seal coat shall be of either of the two types specified below:(A)Liquid seal coat comprising of an application of a layer of bituminousbinder followed by a cover of stone chips.513.2. Materials513.2.1. Binder : The binder shall be penetration bitumen of a suitablegrade as specified in the contract, or as directed by the engineer, andsatisfying the requirement of IS:73. The quantity of bitumen per 10 squaremetres, shall be 9.8 Kg.513.2.2. Stone chips for Liquid seal coat :- The stone chips shall consistof angular fragments of clean, hard, tough and durable rock of uniformquality throughout. They should be free of soft or disintegrated stone,organic or other deleterious matter. Stone chips shall be of 6.7 millimetresize defined as 100 per cent passing through 11.2 millimetre sieve andretained on 2.36 millimetre sieve. The quantity used for spreading shall be0.09 cubic metre per 10 square metre area. The chips shall satisfy thequality requirements in Table below except that the upper limit for waterabsorption value shall be 1 per cent.Physical requirement for coarse AggregatesProperty Test SpecificationCleanliness Grain Size Analysis Max 5 % passing0.075 mm sieve.Particle Shape Flakiness and Elongation Index Max 30 %(Combined) 2Strength* Los Angeles Abrasion Value 3 Max 40 %Aggregate Impact Value 3 Max 30 %Durability Soundness : 4Sodium Sulphate Max 12 %Magnesium Sulphate Max 18 %Water Absorption Water Absorption 5 Max 2 %StrippingCoating and stripping of Bitumenaggregate Mixtures 6Minimum retainedcoating 95 %Water Sensitivity 7 Retained Tensile Strength Min 80%Signature of Contractor No. of Corrections Executive Engineer(156)

Note 1. IS : 2386 Part-I2. IS : 2386 Part-I (Elongation test to be done only on non-flakyaggregates in the sample.)3. IS : 2386 Part 4* 4. IS : 2386 Part-55. IS : 2386 Part 3 6. IS : 62417. The water sensitivity test is only to be carried out if the minimumretained coating in the stripping test is less than 95%.*. Aggregates may satisfy requirement of either of these two tests.513.3. Construction Operations :-513.3.1. Weather and seasonal limitations : Laying shall besuspended while free-standing water is present on the surface to becovered, or during rain, fog and dust storms. After rain, the bituminoussurface, prime or tack coat, shall be blown off with a high pressure air-jetto remove excess moisture, or the surface left to dry before laying shallstart. Laying of bituminous mixtures shall not be carried out when the airtemperature at the surface on which it is to be laid is below 10 o C or whenthe wind speed at any temperature exceeds 40 km/h at 2m height unlessspecifically approved by the Engineer.513.3.2. Preparation of surface :- The seal coat shall be appliedimmediately after laying the bituminous course which is required to besealed. Before application of seal coat materials, the surface shall becleaned free of any dust or other extraneous matter.513.3.3. Construction of Liquid seal coat:- Bitumen shall be heated to150 o C-163 o C and sprayed at the rate specified on the dry surface in auniform manner with a self-propelled mechanical sprayer as described inthe Manual for Construction and Supervision of Bituminous Works.Immediately after the application of binder, stone chips, which shallbe clean and dry, shall be spread uniformly at the rate specified on thesurface preferably by means of a self-propelled or towed mechanical gritspreader so as to cover the surface completely. If necessary, the surfaceshall be brushed to ensure uniform spread of chips.Immediately after the application of the cover material, the entiresurface shall be rolled with a 8-10 tonne smooth wheeled steel roller, 8-10tonne static weight vibratory roller, or other equipment approved by theEngineer after laying trials if required. Rolling shall commence at the edgesand progress towards the centre except in super-elevated and uni-Signature of Contractor No. of Corrections Executive Engineer(157)

directional cambered portions where it shall proceed from the lower edge tothe higher edge. Each pass of the roller shall uniformly overlap not lessthan one-third of the track made in the preceding pass. While rolling is inprogress, additional chips shall be spread by hand in necessary quantitiesrequired to make up irregularities. Rolling shall continue until all aggregateparticles are firmly embedded in the binder and present a uniform closedsurface.513.4. Opening to Traffic :- In the case of Type A seal coat, traffic shallnot be permitted to run on any newly sealed area until the following day. Inspecial circumstances, however, the Engineer may open the road to trafficimmediately after rolling, but in such cases traffic speed shall be rigorouslylimited to 16 km per hour until the following day.513.5. Surface Finish and Quality Control of WorkThe surface finish of construction shall conform to the requirementsof Clause 902.For control on the quality of materials supplied and the workscarried out, the relevant provisions of Section 900 shall apply.513.6. Arrangements for Traffic:- During the period of construction,arrangements for traffic shall be made in accordance with the provisions ofClause 112.513.7. Measurement for Payment:- Seal coat shall be measured asfinished work, over the area specified to be covered, in square metres at thethickness specified in the Contract.513.8. RateThe contract unit rate for seal coat shall be payments in full for carryingout the required operations including full compensation for all componentslisted in Clause 501.8.8.2. (i) to (xi).501.8.8.2 Rate for premixed bituminous material :-The contract unit rate for premixed bituminous material shall bepayment in full for carrying out the required operations including fullcompensation for, but not necessarily limited to:i) Making arrangements for traffic to Clause 112 except for initialtreatment to verge, shoulders and construction of diversions.ii)Preparation of the surface to receive the material.Signature of Contractor No. of Corrections Executive Engineer(158)

iii)iv)Providing all materials to be incorporated in the work includingarrangement for stock yards, all royalties, fees, rents wherenecessary and all leads and lifts.Mixing, transporting, laying and compacting the mix, as specified.v) All labour, tools, equipment, plant including installation of hot mixplant, power supply units and all machinery, incidental to completethe work to these Specification.vi)vii)viii)ix)Carrying out the work in part widths of the road where directed.Carrying out all tests for control of quality, andThe rate shall cover the provision of bitumen at the rate specified incontract, with the provision that the variation in actual percentage ofbitumen used will be assessed and the payment adjustedaccordingly.The rates for premixed material are to include for all wastage incutting of joints etc.x) The rate are to include for all necessary testing, mix design,transporting and testing of samples, and cores. If there is not aproject specific laboratory, the contractor must arrange to carry outall necessary testing at an outside laboratory, approved by theEngineer, and all costs incurred are deemed to be included in therate quotated for the material.xi)The cost of all plant and laying trials as specified to prove the mixingand laying methods is deemed to be included in the Contractor’srates for the material.Signature of Contractor No. of Corrections Executive Engineer(159)

Clause 501. GENERAL REQUIREMENTS FORBITUMINOUS PAVEMENT LAYERS501.1 GeneralBituminous pavement courses shall be made using the materialsdescribed in the Specifications.The use of machinery and equipment mentioned in various Clausesof these Specifications is mandatory. Details of the machinery and,equipment are, available in the Manual for Construction and Supervisionof Bituminous Works. The equipment mandatory for any particular projectshall be in accordance with the Contract Specifications for that project.501.2 Materials501.2.1 Binder :- The binder shall be an appropriate type of bituminousmaterial complying with the relevant Indian Standard (IS), as defined in theappropriate Clauses of these Specifications, or as otherwise specifiedherein. The choice of binder shall be stipulated in the Contract or by theEngineer. Where penetration grades of bitumen are specified, they arereferred to by a single-figure designation in accordance with IS:73. Thusbitumen grade 35 refers to a bitumen in the penetration range 30 to 40.Where Modified Binder is specified, the Clause 521 of these Specificationshall apply.501.2.2. Coarse Aggregates:- The coarse aggregates shall consist ofcrushed rock, crushed gravel or other hard material retained on the 2.36mm sieve. They shall be clean, hard, durable, of cubical shape, free fromdust and soft or friable matter, organic or other deleterious matter. Wherethe Contractor’s selected source of aggregates has poor affinity for bitumen,as a condition for the approval of that source, the bitumen shall be treatedwith approved anti-stripping agents, as per the manufacturer’srecommendations, without additional payment. Before approval of thesource, the aggregates shall be tested for stripping.The aggregates shall satisfy the physical requirements set forth inthe individual relevant clause for the material in question.Where crushed gravel is proposed for use as aggregate, not less than90% by weight of the crushed material retained on the 4.75 mm sieve shallhave at least two fractured faces.501.2.3 Fine Aggregates:- Fine aggregates shall consist of crushed ornaturally occurring material, or a combination of the two, passing 2.36 mm(sieve and retained) on the 75 micron sieve. They shall be clean, hard,durable, dry and free from dust, and soft or friable matter, organic or otherdeleterious matter.Signature of Contractor No. of Corrections Executive Engineer(160)

501.2.4 Source of material :- The source of all materials to be used onthe project must be tested to the satisfaction of and be expressly approvalby the Engineer. The Engineer may from time to time withdraw approval ofa specific source, or attach conditions to the existing approval. Any changein aggregate source for bituminous mixes, will require a new mix design,and laying trials, where the mix is based on a job mix design. Stockpilesfrom different sources, approved or otherwise, shall be kept separate, suchthat there is no contamination between one material and another. Eachsource submitted for approval shall contain sufficient material for at least5 days work.501.3 Mixing :-Pre-mixed bituminous materials, including bituminous macadam,dense bituminous macadam, semi-dense bituminous concrete andbituminous concrete, shall be prepared in a hot mix plant of adequatecapacity and capable of yielding a mix of proper and uniform quality withthoroughly coated aggregates. Appropriate mixing temperatures can befound in Table 500-5 of these Specifications. The difference in temperaturebetween the binder and aggregate should at no time exceed 14°C. In orderto ensure uniform quality of the mix and better coating of aggregates, thehot mix plant shall be calibrated from time to time.If a continuous mixing plant is to be used for mixing the bituminousbound macadam, the Contractor must demonstrate by laboratory analysisthat the cold feed combined grading is within the grading limits specifiedfor that bituminous bound material. In the case of a designed job mix, thebitumen and filler content shall be derived using this combined grading.Further details are available in the Manual for Construction andSupervision of Bituminous Works.501.4 Transporting:-Bituminous materials shall be transported in clean insulatedvehicles, and unless otherwise agreed by the Engineer, shall be coveredwhile in transit or awaiting tipping. Subject to the approval of the Engineer,a thin coating of diesel or lubricating oil may be applied to the interior ofthe vehicle to prevent sticking and to facilitate discharge of the material.501.5 Laying501.5.1 Weather and seasonal limitations: Laying shall be suspendedwhile free-standing water is present on the surface to be covered, or duringrain, fog and dust storms. After rain, the bituminous surface, prime or tackcoat, shall be blown off with a high pressure air-jet to remove excessmoisture, or the surface left to dry before laying shall start. Laying ofbituminous mixtures shall not be carried out when the air temperature atthe surface on which it is to be laid is below 10 o C or when the wind speedat any temperature exceeds 40 km/h at 2m height unless specificallyapproved by the Engineer.Signature of Contractor No. of Corrections Executive Engineer(161)

501.5.2 Cleaning of surface :- The surface on which the bituminous workis to be laid shall be cleaned of all loose and extraneous matter by means ofa mechanical broom or any other approved equipment/method as specifiedin the contract. The use of a high pressure air jet from a compressor toremove dust or loose matter shall be available full time on the site, unlessotherwise specified in the Contract.501.5.3 Spreading :- Except in areas where a mechanical payer cannotaccess, bituminous materials shall be spread, leveled and tamped by anapproved self-propelled paving machine. As soon as possible after arrival atsite, the materials shall be supplied continuously to the payer and laidwithout delay.The rate of delivery of material to the payer shall be regulated toenable the payer to operate continuously. The travel rate of the payer, andits method of operations, shall be adjusted to ensure an even and uniformflow of bituminous material across the screed, free from dragging, tearingand segregation of the material. In areas with restricted space where amechanical payer cannot be used, the material shall be spread, raked andleveled with suitable hand tools by experienced staff, and compacted to thesatisfaction of the Engineer.The minimum thickness of material laid in each payer pass shall bein accordance with the minimum values given in the relevant parts of theseSpecifications. When laying binder course or wearing course approachingan expansion joint of a structure, machine laying shall stop 300 mm shortof the joint. The remainder of the pavement up to the joint, and thecorresponding area beyond it, shall be laid by hand, and the joint or jointcavity shall be kept clear of surfacing material.Bituminous material, with a temperature greater than 145°C, shallnot be laid or deposited on bridge deck water-proofing systems, unlessprecautions against heat damage have been approved by the Engineer.Hand placing of pre-mixed bituminous materials shall only bepermitted in the following circumstances:(i) For laying regulating courses of irregular shape and varyingthickness.(ii) In confined spaces, where it is impracticable for a paver to operate.(iii) For footways.(iv) At the approaches to expansion joints at bridges, viaducts or otherstructures(v) For laying mastic asphalt in accordance with Clause 515.(vi)(vii)For filling of potholes.Where directed by the Engineer.Manual spreading of pre-mixed wearing course material or theadditional of such material by hand-spreading to the paved area, foradjustment of level, shall only be permitted in the following circumstances:Signature of Contractor No. of Corrections Executive Engineer(162)

(i)(ii)(iii)At the edges of the layers of materials and gullies and manholes.At the approaches to expansion joints at bridge, viaducts or otherstructures.As directed by the Engineer.501.5.4 Cleanliness and overlaying:- Bituminous material shall be keptclean and uncontaminated. The only traffic permitted run on bituminousmaterial to be overlaid shall be that engaged in laying and compacting thenext course or, where a binder course is to be sealed or surface dressed,that engaged on such surface treatment. Should any bituminous materialbecome contaminated the Contractor shall make it good to the satisfactionof the Engineer, in compliance with Clause 501.8.Binder course material shall not remain uncovered by either thewearing course or surface treatment, whichever is specified in theContract, for more than three consecutive days after being laid. TheEngineer may extend this period, by the minimum amount of timenecessary, because of weather conditions or for any other reason. If thesurface of the base course is subjected to traffic, or not covered withinthree days, a tack coat shall be applied, as directed by the Engineer.501.6 Compaction :-Bituminous materials shall be laid and compacted in layers, whichenable the specified thickness, surface level, regularity requirements andcompaction to be achieved.Compaction of bituminous materials shall commence as soon aspossible after laying. Compaction shall be substantially completed beforethe temperature falls below the minimum rolling temperatures stated inthe relevant part of these Specifications. Rolling of the longitudinal jointsshall be done immediately behind the paving operation. After this, rollingshall commence at the edges and progress towards the centerlongitudinally except that on super elevated and unidirectional camberedportions, it shall progress from the lower to the upper edge parallel to thecenter line of the pavement. Rolling shall continue until all roller markshave been removed from the surface. All deficiencies in the surface afterlaying shall be made good by the attendants behind the payer, before initialrolling is commenced. The initial or breakdown rolling shall be done with8–10 tonne dead weight smooth-wheeled rollers. The intermediate rollingshall be done with 8–10 tonne dead weight or vibratory roller or with apneumatic tyred roller of 12 to 15 tonnes weight having nine wheels, with atyre pressure of at least 5.6 kg/sq.cm. The finish rolling shall be done with6 to 8 tonnes smooth wheeled tandem rollers.Signature of Contractor No. of Corrections Executive Engineer(163)

Where compaction is to be determined by density of cores, therequirements to prove the performance of rollers shall apply in order todemonstrate that the specified density can be achieved. In such cases theContractor shall nominate the plant, and the method by which he intendsto achieve the specified level of compaction and finish at temperaturesabove the minimum specified rolling temperature. Laying trials shall thendemonstrate the acceptability of the plant and method used.Bituminous materials shall be rolled in a longitudinal direction, withthe driven rolls nearest the payer. The roller shall first compact materialadjacent to joints and then work from the lower to the upper side of thelayer, overlapping on successive passes by at least one-third of the width ofthe rear roll or, in the case of a pneumatic-tyred roller, at least the nominalwidth of 300 mm.In portions with super-elevated and unidirectional camber, after theedge has been rolled, the roller shall progress from the lower to the upperedge.Rollers should move at a speed of not more than 5 km per hour. Theroller shall not be permitted to stand on pavement which has not been fullycompacted, and necessary precautions shall be taken to prevent droppingof oil, grease, petrol or other foreign matter on the pavement either whenthe rollers are operating or standing. The wheels of rollers shall be keptmoist with water, and the spray system provided with the machine shall bein good working order, to prevent the mixture from adhering to the wheels.Only sufficient moisture to prevent adhesion between the wheels of rollersand the mixture should be used. Surplus water shall not be allowed tostand on the partially compacted pavement.501.7 JointsWhere longitudinal joints are made in pre-mixed bituminousmaterials, the materials shall be fully compacted and the joint made flushin one of the following ways; only method (iii) shall be used of transversejoints:(i)(ii)by heating the joint with an approved joint heater when the adjacentwidth is being laid, but without cutting back to coating with binder.The heater shall raise the temperature of the full depth of material,to within the specified range of minimum rolling temperature andmaximum temperature at any stage for the material, for a width notless than 7 mm. The contractor shall have equipment available, foruse in the event of a heater breakdown, to form joints by method (iii)by using two or more pavers in operating in echelon, where this ispracticable, and in sufficient proximity for adjacent widths to be fullycompacted by continuous rolling.Signature of Contractor No. of Corrections Executive Engineer(164)

All joints shall be offset at least 300 mm trim from parallel joints inthe layer beneath or as directed, and in a layout approved by the Engineer.Joints in the wearing course shall coincide with either the lane edge or thelane marking, which ever is appropriate. Longitudinal joints shall not besituated in wheel track zones.501.8 Preparation of Surface501.8.1 Scope :- This work shall consist of preparing an existing granularor black-topped surface bituminous course. The work shall be performedon such widths and lengths as shown on the drawings or as instructed bythe Engineer. The existing surface shall be firm and clean, and treated withPrime or Tack coat as shown on the drawings as otherwise stated in theContract.501.8.2 Materials501.8.2.1 For scarifying and re-laying the granular surface :- Thematerial used shall be coarse aggregates salvaged from the scarification ofthe existing granular base course supplemented by fresh coarse aggregatesand screenings so that aggregates and screenings thus supplementedcorrespond to Clause 404: Water Bound Macadam or Clause 406: Wet MixMacadam.501.8.2.2 For patching potholes and sealing cracks :- Where theexisting surface to be overlaid is bituminous, any existing potholes andcracks shall be repaired and sealed in accordance with Clauses 3004.2 and3004.3, or as directed by the Engineer.501.8.2.3 For profile corrective course :- A profile corrective course forcorrecting the existing pavement profile shall be laid to varying thicknessas shown on the Drawings, or as indicated in the Contract Documents. Theprofile corrective course shall be laid to tolerances and densities asspecified for wearing course in a single layer, or base course, if it is to becovered with a wearing course layer.501.8.2.4 Profile corrective course and its application :- The type ofmaterial for use as profile corrective course shall be as shown on thedrawings or as directed by the Engineer. Where it is to be laid as part of theoverlay/ strengthening course, the profile corrective course material shallbe of the same specification as that of the overlay/strengthening course.However, if provided as a separate layer, it shall be of the specification anddetails given in the contract drawings.i) Any high spots in the existing surface shall be removed by a millingmachine or other approved method, and all loose material shall beremoved to the satisfaction of the Engineer.Signature of Contractor No. of Corrections Executive Engineer(165)

ii)Where the maximum thickness of profile corrective course will be notmore than 40 mm, the profile corrective course shall be constructedas an integral part of the overlay course. In other cases, the profilecorrective course shall be constructed as a separate layer, adoptingsuch construction procedures and using such equipment asapproved by the Engineer, to lay the specified type of material, tothickness and tolerance as specified for the course to be provided.501.8.3 Construction Operations501.8.3.1 Preparing existing granular surface :- Where the existingsurface is granular, all loose materials shall be removed, and the surfacelightly watered. Where the profile corrective course to be provided as aseparate layer is also granular. Where the profile corrective course ofbituminous material is to be laid over the existing granular surface, thelatter shall, after removal of all loose material, be primed in accordancewith Clause 502.The surface finish of all granular layers on which bituminous worksare to be placed, shall, unless otherwise specifically instructed by theEngineer, be free from dust. All such layers must be capable of beingswept, after the removal of any non-integral loose material, by means of amechanical broom, without shedding significant quantities of material anddust removed by air jet, washing, or other means approved by theEngineer.After cleaning the surface shall be correct to line and level, within thetolerances specified for base course.501.8.3.2 Scarifying existing bituminous surface :- Where specified orshown on the drawings, the existing bituminous layer in the specifiedwidth shall be removed with care and without causing undue disturbanceto the underlying layer, by a suitable method approved by the Engineer.After removal, all loose and disintegrated material, the underlying layers,which might have been disturbed should be suitable reworked andcompacted to line and level. After supplementing the base material asnecessary with suitable fresh stone, the compacted finished surface shallbe primed in accordance with Clause 502. Reusable materials shall bestacked as directed by the Engineer within 1000m of their origin.501.8.3.3 Patching of potholes and sealing of cracks :- Where theexisting surface to be overlaid is bituminous, any existing potholes andcracks shall be repaired and sealed in accordance with Clauses 3004.2 and3004.3, or as directed by the Engineer.Signature of Contractor No. of Corrections Executive Engineer(166)

501.8.3.4 Laying the profile corrective course501.8.3.4.1 Laying on granular base : After preparing the granularsurface in accordance with Clauses 501.8.3.1 and 501.8.3.2, the profilecorrective course shall be laid using material as described in Clauses501.8.2.3 and 501.8.2.4, or as otherwise described in the Contract, andcompacted to the requirements of the particular Specification.501.8.3.4.2 Laying on existing bituminous surface :- The existingbituminous surface shall be prepared in accordance with Clause 501.8.3.3,and after applying a tack coat conforming to Clause 503, the bituminousprofile corrective course shall be laid and compacted to the requirements ofthe particular Specification.501.8.3.4.3 Correction of local depressions :- Where local sags ordepressions occur in the existing pavement, a specific filling operation shallbe instructed by the Engineer, which should be laid in accordance withFigure 500-1. Normally, the maximum layer thickness at any point shouldnot exceed 100 mm. In placing multiple lifts, they should be arrangedaccording to the correct method as illustrated.For correction of camber or super-elevation of the existingcarriageway, the method shown in Figure, 500-2 shall be adopted,depending on the profile of the existing carriageway.501.8.3.5 Covering the profile corrective courses :- Profile correctivecourse particularly shall be so planned that the layer shall be covered bythe designed base/wearing course at the earliest opportunity, beforeopening to regular traffic.501.8.4 Surface finish and quality control of work :- The relevantprovisions of Section 900 shall apply.501.8.5 Arrangements for traffic :- During construction operations,arrangements for traffic shall be made in accordance with the provisions ofClause 112.501.8.6 Environmental protection :- The provisions of Clause 111 andthe provision of Appendix A to Clause 501 shall apply.501.8.7 Measurement for payment501.8.7.1 Potholes and cracks :- The work of filling potholes shall bemeasured separately and be paid for in square metres.Signature of Contractor No. of Corrections Executive Engineer(167)

The work of filling cracks by applying fog spray or emulsion slurryseal shall be measured in square metres, for the area covered by the spray.The work in filling cracks larger than 3 mm in width shall bemeasured and paid for on a linear metre basis.501.8.7.2 Scarifying :- Scarifying the existing bituminous surface shall bemeasured and paid for on a square metre basis.501.8.7.3 Profile corrective course : Profile corrective course shall bemeasured as the volume instructed and compacted in position andmeasured in cubic metres, or in tonnage, as stipulated in the Contract. Thevolume shall be calculated by plotting the exact profile of profile correctivecourse as required, and laid, superimposed on the existing pavementprofile. Cross-sectional areas of the profile corrective course shall bemeasured at intervals as used in the design, or as determined by theEngineer, and the volume shall be calculated using the method of endareas.Signature of Contractor No. of Corrections Executive Engineer(168)

501.8.7.4 Prime coat :- Prime coat shall be measured and paid for on asquare metre basis.501.8.7.5 Tack coat :- This is to be a provisional item, which may be usedin-part or not at all, at the Engineer’s direction, and is to be measured andpaid for, if used, on a square metre basis.501.8.8 Rates501.8.8.1 Rate for scarifying :- The contract unit rate for scarifyingexisting bituminous surfaces, including repairing/reworking disturbedunderlying layers and removing and stacking reusable/unusable materials,shall include for but not necessarily be limited to, the cost of all labour,supply of materials needed for repair/reworking, hire charges of tools andplant, and transportation of scarified materials within 1000 m of theirorigin.501.8.8.2 Rate for premixed bituminous material :- The contract unitrate for premixed bituminous material shall be payment in full for carryingout the required operations including full compensation for, but notnecessarily limited to:i) Making arrangements for traffic to Clause 112 except for initialtreatment to verge, shoulders and construction of diversions.ii)iii)iv)Preparation of the surface to receive the material.Providing all materials to be incorporated in the work includingarrangement for stock yards, all royalties, fees, rents wherenecessary and all leads and lifts.Mixing, transporting, laying and compacting the mix, as specified.v) All labour, tools, equipment, plant including installation of hot mixplant, power supply units and all machinery, incidental to completethe work to these Specifications.vi)vii)viii)Carrying out the work in part widths of the road where directed.Carrying out all tests for control of quality, andThe rate shall cover the provision of bitumen at the rate specified inthe contract, with the provision that the variation in actualpercentage of bitumen used will be assessed and the paymentadjusted accordingly.Signature of Contractor No. of Corrections Executive Engineer(169)

ix)The rates for premixed material are to include for all wastage incutting of joints etc.x) The rates are to include for all necessary testing, mix design,transporting and testing of samples, and cores. The Contractor shallarrange to carry out all necessary testing as directed by theEngineer, and all costs incurred are deemed to be included in theContractor’s rates for the material.xi)The cost of all plant and laying trials as specified to prove the mixingand laying methods is deemed to be included in the Contractor’srates for the material.501.8.8.3 Rate for potholes and crack sealing :- The rate for patchingpotholes shall include for breaking out, trim edges, cleaning out, paintingedges and bottom with bitumen, and filling and compacting the excavationwith the specified material. The rate should be inclusive of all plant, tools,labour and materials, transport, and disposal of surplus material.The contract unit rate for sealing cracks by applying fog spray shallbe inclusive of providing all materials, tools, labour and plant and carryingout the work. The contract unit rate for sealing cracks by providingemulsion slurry seal shall be as set forth in Clause 513.9.The contract unit rate for crack sealing 3mm to 6mm cracks withstraight run or other specified bitumen, shall be based on either a squaremetre basis, or linear metre of cracks as measure, as stipulated by theContract.The contract unit rate for cracks between 6mm and 15mm is to bemeasured on a linear metre basis, and the rate is to include for allmaterials, tools, plant, labour, and transport.Signature of Contractor No. of Corrections Executive Engineer(170)

Appendix ‘A’ to Clause 501PROTECTION OF THE ENVIRONMENT1. General1.1 This Appendix sets out limitations on the Contractor’s activitiesspecifically intended to protect the environment.1.2 The Contractor shall take all necessary measures and precautionsand otherwise ensure that the execution of the works and allassociated operations on or off site are carried out in conformity withstatutory and regulatory environmental requirements including thoseprescribed elsewhere in this document.1.3 The Contractor shall take all measures and precautions to avoid anynuisance or disturbance arising from the execution of the Works.This shall wherever possible be achieved by suppression of thenuisance at source rather than abatement of the nuisance oncegenerated.1.4 In the event of any spoil, debris, waste or any deleterious substancefrom the Site being deposited on any adjacent land, the Contractorshall immediately remove all such material and restore the affectedarea to its original state to the satisfaction of the Engineer.2. Water Quality2.1 The Contractor shall prevent any interference with the supply to orabstraction from, and prevent any pollution of, water resources(including underground percolating water) as a result of theexecution of the Works.2.2 Areas where water is regularly or repetitively used for dustsuppression purposes shall be laid to fall to specially-constructedsettlement tanks to permit sedimentation of particulate matter. Aftersettlement, the water may be re-used for dust suppression andrinsing.2.3 All water and other liquid waste products arising on the Site shall becollected and disposed of at a location on or off the Site and in amanner that shall not cause nuisance or pollution.2.4 The Contractor shall not discharge or deposit any matter arisingfrom the execution of the Works into any waters except with thepermission of the Engineer and the regulatory authorities concerned.Signature of Contractor No. of Corrections Executive Engineer(171)

2.5 The Contractor shall at all times ensure that all existing streamcourses and drains within, and adjacent to, the Site are kept safeand free from any debris and any materials arising from the Works.2.6 The Contractor shall protect all watercourses, waterways, ditches,canals, drains, lakes and the like from pollution as a result of theexecution of the Works.3. Air Quality3.1 The Contractor shall devise and arrange methods of working tominimize dust, gaseous or other air-borne emissions and carry outthe Works in such a manner as to minimize adverse impacts on airquality.3.2 The Contractor shall utilize effective water sprays during deliverymanufacture, processing and handling of materials when dust islikely to be created, and to dampen stored materials during dry andwindy weather. Stockpiles of friable materials shall be covered withclean tarpaulins, with application of sprayed water during dry andwindy weather. Stockpiles of material or debris shall be dampenedprior to their movement, except where this is contrary to theSpecifications.3.3 Any vehicle with an open load-carrying area used for transportingpotentially dust producing material shall have properly fitting sideand tail boards. Materials having the potential to produce dust shallnot be loaded to a level higher than the side and tail boards, andshall be covered with a clean tarpaulin in good condition. Thetarpaulin shall be properly secured and extended at least 300 mmover the edges of the side and tail boards.3.4 In the event that the Contractor is permitted to use gravel or earthroads for haulage, he shall provide suitable measures for dustpalliation, if these are, in the opinion of the Engineer, necessary.Such measures may include sprinkling water on the road surface atregular intervals.4. Noise4.1 The Contractor shall consider noise abutment measures in hisplanning and execution of the Works.Signature of Contractor No. of Corrections Executive Engineer(172)

4.2 The Contractor shall take all necessary measures so that theoperation of all mechanical equipment and construction processes onand off the Site shall not cause any unnecessary or excessive noise,taking into account applicable environment requirements. TheContractor shall use all necessary measures and shall maintain allplant and silencing equipment in good condition so as to minimizethe noise emission during construction works.5. Control of Wastes5.1 The Contractor shall control the disposal of all forms of wastegenerated by the construction operations and in all associatedactivities. No uncontrolled deposition or dumping shall be permitted.Wastes to be so controlled shall include, but shall not be limited to,all forms of fuel and engine oils, all types of bitumen, cement,surplus aggregates, gravels, bituminous mixtures etc. The Contractorshall make specific provision for the proper disposal of these and anyother waste products, conforming to local regulations and acceptableto the Engineer.6. Emergency Response6.1 The Contractor shall plan and provide for remedial measures to beimplemented in the event of occurrence of emergencies such asspillages of oil or bitumen or chemicals.6.2 The Contractor shall provide the Engineer with a statement of themeasures he intends to implement in the event of such anemergency, which shall include a statement of how he intends toprovide personnel adequately trained to implement such measures.7. Measurement7.1 No separate measurement shall be made in respect of compliance bythe Contractor with these provisions. The Contractor shall bedeemed to have made allowance for such compliance with theseprovisions in the preparation of his prices for items of work includedin the Bills of Quantities and full compensation for such compliancewill be deemed to be covered by them.Signature of Contractor No. of Corrections Executive Engineer(173)

Clause 902.CONTROL OF ALIGNMENT, LEVEL AND SURFACE REGULARITY902.1. GeneralAll works performed shall conform to the lines, grades, cross sectionsand dimensions shown on the drawings or as directed by the Engineer,subject to the permitted tolerances described herein-after.902.2. Horizontal AlignmentHorizontal alignments shall be reckoned with respect to the centreline of the carriageway as shown on the drawings. The edges of thecarriageway as constructed shall be correct within a tolerance of ± 10 mmthere from. The corresponding tolerance for edges of the roadway and lowerlayers of pavement shall be ± 25 mm.902.3. Surface LevelsThe levels of the subgrade and different pavement courses asconstructed, shall not vary from those calculated with reference to thelongitudinal and cross-profile of the road shown on the drawings or asdirected by the Engineer beyond the tolerances mentioned in Table 900-1,TABLE 900-1. TOLERANCES IN SURFACE LEVELS1 Subgrade + 20 mm- 25 mm2 Sub-base + 10 mm - 20 mm(a) Flexible pavement(b) Concrete pavement[Dry lean concrete or Rolled concrete]3 Base-course for flexible pavement(a) Bituminous course(b) Other than bituminous(i) Machine laid(ii) Manually laid4 Wearing course for flexible pavement(a) Machine laid(b) Manually laid- 20mm+ 6 mm- 10mm+ 6 mm- 6mm+ 10 mm- 10mm+ 15 mm- 15 mm+ 6 mm- 6 mm+ 10mm- 10mm5 Cement concrete pavement + 5 mm- 6mm ** This may not exceed - 8 mm at 0 - 30 cm from the edges.Signature of Contractor No. of Corrections Executive Engineer(174)

Provided, however, that the negative tolerance for wearing courseshall not be permitted in conjunction with the positive tolerance for basecourse, if the thickness of the former is thereby reduced by more than 6mm for flexible pavements and 5 mm for concrete pavements.For checking compliance with the above requirement for subgrade,subbase and base courses, measurements of (he surface levels shall betaken on a grid of points placed at 6.25m longitudinally and 3.5 mtransversely. For any 10 consecutive measurements taken longitudinally ortransversly, not more than one measurement shall be permitted to exceedthe tolerance as above, this one measurement being not in excess of 5 mmabove the permitted tolerance.For checking the compliance with the above requirement forbituminous wearing courses and concrete pavements, measurements of thesurface levels shall be taken on a grid of points spaced at 6.25 m along thelength and at 0.5 m from the edges and at the centre of the pavement. Inany length of pavement, compliance shall be deemed to be met for the finalroad surface, only if the tolerance given above is satisfied for any point onthe surface.902.4. Surface Regularity of Pavement CoursesThe longitudinal profile shall be checked with a 3 metre long straightedge/moving straight-edge as desired by the Engineer at the middle ofeach traffic lane along a line parallel to the centre line of the road.The maximum permitted number of surface irregularities shall be asper Table 900-2.TABLE 900-2. MAXIMUM PERMITTED NUMBER OF SURFACEIRREGULARITIESSurfaces ofcarriagewaysand pavedSurfaces oflajbjs, serviceareas and ail bituminousbase coursesshouldersIrregularity 4 mm 7 mm 4 mm 7 mmLength(m) 300 75 300 75 300 75 300 75National 20 9 2 1 40 18 4 3Highways/ExpresswaysRoads of 40 18 4 2 60 27 6 3lowercategory** Category of each lection of road as described in the Contract.Signature of Contractor No. of Corrections Executive Engineer(175)

The maximum allowable difference between the road surface andunderside of a 3 m straight-edge when placed parallel with, or at rightangles to the centre line of the road at points decided by the Engineer shallbe:for pavement surface (bituminous and cement concrete)for bituminous base coursesfor granular sub-base/ base coursesfor sub-bases under concrete pavements3 mm6 mm8 mm10 mm902.5. RectificationWhere the surface regularity of subgrade and the various pavementcourses fall outside the specified tolerances, the Contractor shall be liableto rectify these in the manner described below and to the satisfaction of theEngineer.(i)(ii)(iii)Subgrade: Where the surface is high, it shall be trimmed andsuitably compacted Where the same is low, the deficiency shall hecorrected by scarifying the lower layer and adding fresh material andrecompacting to the required density. The degree of compaction andthe type of material to t>e used shall conform to the requirements ofClause 305.Granular Sub-base: Same as at (i) above, except that the degree ofcompaction and the type of material to be used shall conform to therequirements of Clause 401.Lime/Cement Stabilized Soil Sub-base: For lime/cement treatedmaterials where the surface is high, the same shall be suitablytrimmed while taking care (hat the material below is not disturbeddue to this operation. However, where the surface is low, the sameshall be corrected as described herein below.For cement treated material, when the time elapsed betweendetection of irregularity and the lime of mixing of the material is lessthan 2 hours, the surface shall be scarified to a depth of 50 mmsupplemented with freshly mixed materials as necessary andrecompacted to the relevant specification. When this time is morethan 2hours, the full depth of the layer shall be removed from thepavement and replaced with fresh material to Specification. Thisshall also apply to lime treated material except that the time criterionshall be 3 hours instead of 2 hours.Signature of Contractor No. of Corrections Executive Engineer(176)

(iv)(v)Water Bound Macadam/Wet Mix Macadam Sub-base/Base: Wherethe surface is high or low, the lop 75 mm shall be scarified, reshapedwith added material as necessary and recompacted to Clause 404.This shall also apply to wet mix macadam to Clause 406.Bituminous Constructions: For bituminous construction other thanwearing course, where the surface is low, the deficiency shall becorrected by adding fresh material over a suitable tack coat if neededand recompacting to specifications. Where the surface is high, thefull depth of the layer shall be removed and replaced with freshmaterial and compacted to specifications.For wearing course, where the surface is high or low, the fulldepth of the layer shall be removed and replaced with fresh materialand compacted to specifications, in all cases where the removal andreplacement of a bituminous layer is involved, the area treated shallnot be less than 5 m in length and not less than 3.5 m in width.(vi)Dry Lean Concrete Sub-base/Rolled Cement Concrete: Thedefective length of the course shall be removed Lo full depth andreplaced with material conforming to Clauses 601 or 603, asapplicable. The area treated shall be at least 3 m long, not less than1 lane wide and ex lend to the full depth. Before relaying the course,the disturbed sub grade or layer below shall be corrected by levelling,watering and compacting.(vii) Cement concrete pavement: The defective areas having surfaceirregularly exceeding 3 mm but not greater than 6 mm may berectified by bump cutting or scrabbling or grinding using approvedequipment. When required by the Engineer, areas which have beenreduced in level by the above operation(s) shall be retextured in anapproved manner either by cutting grooves ( 5 mm deep) orroughening the surface by hacking the surface. IS high areas inexcess 6 mm or low areas in excess of 3 mm occur, exceeding thepermitted numbers and if the Contractor cannot rectify, the slabshall be demolished and reconstructed at the Contractor's expenseand in no case the area removed shall be less than the full width ofthe lane in which the irregularity occurs and full length of the slab.If deemed necessary by the Engineer, any section of the slabwhich deviates from the specified levels and tolerances shall bedemolished and reconstructed at the Contractor's expense.Signature of Contractor No. of Corrections Executive Engineer(177)

Clause 112.ARRANGEMENT FOR TRAFFIC DURING CONSTRUCTION112.1. GeneralThe Contractor shall at all times carry out work on the highway in amanner creating least interference to the flow of traffic while consistentwith the satisfactory execution of t he same. For all works involvingimprovements to the existing highway, the Contractor shall, in accordancewith the directives of the Engineer, provide and maintain, during executionof the work, a passage for traffic either along a pant of the existingcarriageway tinder improvement, or along a temporary diversionconstructed close to the highway. The Contractor shall take prior approvalof the Engineer regarding traffic arrangements during construction.112.2. Passage of Traffic along a part of the Existing Carriagewayunder ImprovementFor widening/strengthening existing carriageway where part width ofthe existing carriageway is proposed to be used for passage of traffic,treated shoulders shall be provided on the side on which work is not inprogress. The treatment to the shoulder shall consist of providing atleast150 mm thick granular base course covered with bituminous surfacedressing in a width of atleast 1.5 m and the surface shall be maintainedthroughout the period during which traffic uses the same to thesatisfaction of the Engineer. The continuous length in which such workshall be carried out, would be limited normally to 500 m at a place.However, where work is allowed by the Engineer in longer stretchespassing places atleast 20 m long with additional paved widthof 2.5 m shall be provided at every 0.5 km interval.In case of widening existing two -lane to four-lane, the additional twolanes would be constructed first and the traffic diverted to it and onlythereafter the required treatment to the existing carriageway would becarried out. However, in case where on the request of the Contractor, workon existing two -lane carriageway is allowed by the Engineer with trafficusing part of the existing carriageway, stipulations as in para above shallapply.After obtaining permission of the Engineer, the treated shoulder shallbe dismantled, the debris disposed of and the area cleared as per thedirection of the Engineer.112.3. Passage of Traffic along a Temporary DiversionIn stretches where it is not possible to pass the traffic on part widthof the carriageway, a temporary diversion shall be constructed with 7 mcarriageway and 2.5 m earthen shoulders on each side (total width ofroadway 12 m) with the following provision for road crust in the 7 m width:Signature of Contractor No. of Corrections Executive Engineer(178)

(i) 200 mm (compacted) granular subbase;(it) 225 mm (compacted) granular base course; and(iii) Premix carpet with Seal Coal/Mix Seal Surfacing.The alignment and longitudinal section of diversion includingjunctions and temporary cross drainage provision shall be as approved bythe Engineer.112.4. Traffic Safety and ControlThe Contractor shall take all necessary measures for the safety oftraffic during construction and provide, erect and maintain suchbarricades, including signs, markings, flags, lights and flagmen as may berequired by the Engineer for the information and protection of trafficapproaching or passing through the section of the highway underimprovement. Before taking up any construction, an agreed phasedprogramme for the diversion of traffic on the highway shall be drawn up inconsultation with the Engineer.The barricades erected on either side of the carriageway/portion ofthe carriageway closed to traffic, shall be of strong design to resistviolation, and painted with alternate black and white stripes. Red lanternsor warning lights of similar type shall be mounted on the barricades atnight and kept lit throughout from sunset to sunrise.At the points where traffic is to deviate from its normal path (whetheron temporary diversion or part width of the carriageway) the channel fortraffic shall be clearly marked with the aid of pavement markings, painteddrums or a similar device to the directions of the Engineer. At night, thepassage shall be delineated with lanterns or other suitable light source.One-way traffic operation shall be established whenever the traffic isto be passed over part of the carriageway inadequate for two-lane traffic.This shall be done with the help of temporary traffic signals or flagmenkept positioned on opposite sides during all hours. For regulation of traffic,the flagmen shall be equipped with red and green flags and lanterns/lights.On both sides, suitable regulatory/warning signs as approved by theEngineer shall be installed for the guidance of road users. On eachapproach, at least two signs shall be put up, one close to the point wheretransition of carriageway begins and the other 120 m away. The signs shallbe of approved design and of reflectory type, if so directed by the Engineer.Signature of Contractor No. of Corrections Executive Engineer(179)

112.5. Maintenance of Diversions and Traffic Control DevicesSigns, lights, barriers and other traffic control devices, as well as theriding surface of diversions shall be maintained in a satisfactory conditiontill such lime they are required as directed by the Engineer. The temporarytravelled way shall be kept free of dust by frequent applications of water, ifnecessary.112.6. Measurements for Payment and RateAll arrangements for traffic during construction including provisionof temporary cross drainage structures, if required, and treated shoulderas described in Clause 112,2 including their maintenance, dismantling andclearing debris, where necessary, shall be considered as incidental to theworks and shall be the Contractors responsibility.The construction of temporary diversion including temporary crossdrainage structures as described in Clause 112.3, shall be measured inlinear metre and the unit contract rate shall be inclusive of fullcompensation for construction (including supply of material, labour, toolsetc.). maintenance, final dismantling, and disposal.Signature of Contractor No. of Corrections Executive Engineer(180)

GUARANTEE BOND FOR SECURITY DEPOSIT (REVISED)(On Stamp Paper Worth Rupees 100/-)In consideration of the Governor of Maharashtra (hereinafter referred to as"the Government") having agreed to exempt __________________ (hereinafterreferred to as "the Contractor") from depositing with the Government inCash the sum of Rs._________________ (Rupees __________________________________________only) being the amount of Security Deposit payable bythe Contractor to the Government under the terms and conditions of theagreement dated the _____________ day of _________________ and madebetween the Government of the one part and the contractor of the otherpart (hereinafter referred to as "the said Agreement") for _______________assecurity for the observance and performance by the contractor of the termsand conditions of the prescribed form of a Scheduled Bank in fact thesepresents in the like sum of Rs._____________ (Rupees ___________________________________only) we _______________________ Bank/ Limitedregistered in India under ________________ Act and having one of ourLocal Head Office at ________________ do hereby.1. Guarantee to the Government -a) Due performance by the contractor of the terms convenants andcondition on the part of the contractor contained in the saidAgreement ANDb) Due and punctual payment by the Contractor to the Government ofall sums of money, losses, damages, costs, charges, penalties andexpenses payable to the Government by the contractor under or inrespect of the said Agreement.2. Undertakes to pay to the Government on demand and withoutdemand and notwithstanding any dispute or disputes raised by thecontractor(s) in any suit or proceeding filed in any court or Tribunalrelating thereto the said sum of Rs ________________ (Rupees____________________________only) or such less sum as may bedemanded by the Government from us our liability herein underabsolute and unequivocal and agree that.3. a) The guarantee herein contained shall remain in full force and effectduring the subsistence of the said Agreement and that the same willcontinue to be enforceable till all the dues of the Government underor by virtue of the said Agreement have been duly paid and its claimssatisfied or discharged and till the Government certifies that theterms and conditions of the said Agreement have been fully properlycarried out by the contractor.Signature of Contractor No. of Corrections Executive Engineer(181)

) We shall not discharged or released from the liability under thisGuarantee by reasons of.ori) any change in the constitution of the Bank or the Contractortheii)any arrangement entered into between the Government andcontractor with or without our concent.iniii)any forbearance shown to the contractor.(iv) any variation in te terms, convenants or conditions containedthe said Agreement.v) any time given to the Contractor orvi)any other conditions or cicumstances under which in law, asurety would be discharged.c) Our liability hereunder shall be joint and several with that of theContractor as if we were Principal debtors in respect of the said Sumof Rs.______________ (Rupees___________________________________________________________________________________ only)ANDd) We shall not revoke this guarantee during its currency except withthe previous consent in writing of the Government.IN WITNESS WHEREOF the Common Seal of ____________ has been hereunto affixed this ______________ day of ________________ 201__.The Common Seal of __________________was pursuant to the resolution ofthe Board of Directors of the company dated the _________________day of_______________ herein affixed in the presence of who in token thereof, havehereto set their respective hands in the presence of1) __________________________________________2) __________________________________________Signature of Contractor No. of Corrections Executive Engineer(182)

DECLARATION OF THE CONTRACTORI/We hereby declare that I/we have made myself /Ourselves thoroughlyconversant with the Sub-soil conditions, the local conditions regarding allmaterials (such as stone, murum and etc.) and labour of which I/We havebase my/our rates for this work. The specifications, conditions bore resultsand lead of materials on this work have been carefully studied andunderstood by me/us before submitting this tender. I/We undertake to useonly the best materials approved by the Executive Engineer, PublicWorks Division, Ambajogai or his duly authorised assistant, before thework and to abide by his decision.Signature of ContractorSignature of Contractor No. of Corrections Executive Engineer(183)

DRAWINGSCONTRACT DRAWINGS :The Contract Drawings provided for tendering purpose with the tenderdocuments shall be used as a reference only. Contractor should visualizethe nature of type of work contemplated and to ensure that the rates andprices quoted by him in the bill of quantities take due considerations of thecomplexities of work involved during actual execution / consideration asexperienced in the field.The tendered rates/prices for the work shall be deemed to include the costof preparation, supply and delivery of all necessary drawings, prints,tracings and negatives which the contractor is required to provide inaccordance with the contract.DOCUMENTATION :If so ordered by the Engineer-in-charge, the contractor will preparedrawings of the work at constructed and will supply original and threecopies to the Engineer who will verify and certify these drawings.Final as constructed drawings shall then be prepared by the contractorand applied in triplicate along with a micro-film of the same to theEngineer for record and reference purpose at the contractors cost.Signature of Contractor No. of Corrections Executive Engineer(184)