REQUEST FOR PROPOSAL for Rehabilitation of Municipal Solid ... · Draft Request for Proposal for Rehabilitation of Municipal Solid Waste dumpsite at Njalianparambu Memorandum General

Draft Request for Proposal for Rehabilitation of Municipal Solid Waste dumpsite at Njalianparambu

REQUEST FOR PROPOSAL

for Rehabilitation of Municipal Solid Waste dumpsite at

Njalianparambu for Kozhikode Municipal Corporation

24th August 2019

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File No.KSIDC/966/2019-MW2E


NAME OF WORK: Rehabilitation of Municipal Solid Waste Dumpsite at Njalianparambu forKozhikode Municipal Corporation.

ISSUING OFFICE

The Managing Director Kerala State Industrial Development Corporation Limited, T.C. XI/266, Keston Road, Thiruvananthapuram Kerala - 695003, INDIA. Tel: +91 471 2318922

RFP NO : KSIDC/TVM/W2E/09/2019

Date : 24/08/2019

LAST DATE OF RECEIPT : On or before : 20/09/2019 up to 1500 hrs.

SIGNATURE OF THE ISSUING OFFICER:


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DISCLAIMER

The information contained in this Request for Proposal provided to the Bidders, by Kerala StateIndustrial Development Corporation Limited (hereinafter referred to as “KSIDC”) or any of theiremployees or advisors, is provided to the Bidder(s) on the terms and conditions set out in thisProposal document and all other terms and conditions subject to which such information is provided.

The purpose of this Proposal document is to provide the Bidder(s) with information to assist theformulation of their Proposals. This RFP document does not purport to contain all the informationeach Bidder may require. This RFP document may not be appropriate for all persons, and it is notpossible for their employees or advisors to consider the business/ investment objectives, financialsituation and particular needs of each Bidder who reads or uses this RFP document. Each Biddershould conduct its own investigations and analysis and should check the accuracy, reliability andcompleteness of the information in this RFP document and where necessary obtain independentadvice from appropriate sources. KSIDC, their employees and advisors make no representation orwarranty and shall incur no liability under any law, statute, rules or regulations as to the accuracy,reliability or completeness of the RFP document.

KSIDC may in their absolute discretion, but without being under any obligation to do so, update,amend or supplement the information in this RFP document.

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CONTENTS

Sl. No Particulars

SECTION I INSTRUCTIONS TO BIDDERSSECTION II BID SUBMISSION FORMSSECTION III DRAFT CONTRACT AGREEMENT SECTION IV SPECIAL CONDITIONS OF CONTRACTSECTION V TECHNICAL SPECIFICATIONSSECTION VI DRAWINGS

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Notice inviting Bids

1.0 Kerala State Industrial Development Corporation Limited (hereinafter referred to as “KSIDC”)invites detailed proposals (hereinafter referred as ‘Bid”) from interested parties having at least 3years of experience in rehabilitation of dumpsites in India or abroad for rehabilitation of thedumpsite at Njalianparambu for Kozhikode Municipal Corporation. The Project is based on‘Design and Build Basis’.

2.0 Sealed BIDS, for the above work are invited from the Bidders. Details on project profile,instructions to Bidders, qualification parameters and criteria for evaluation could be obtainedfrom the Bid document.

3.0 Proposals in two separate envelopes shall be submitted containing (a) Pre-qualificationdocuments including Technical Bid and (b) Financial Bid (Price Bid) in the format. Technicaland Financial strength of Bidders shall be evaluated based on the qualification criteria given inthis RFP document .

Name of Work Particulars Description

“Rehabilitation of Municipal Solid Waste dumpsite at Njalianparambu for Kozhikode Municipal Corporation”.

RFP Issuing Agency Kerala State Industrial Development Corporation Limited (KSIDC)

RFP Document Fee Rs. 5,000/- (Rupees Five Thousand only)

Earnest Money Deposit Rs. 2,00,000/-(Rupees Two Lakhs only)

Starting date of issue of RFP document

24.08.2019

Pre-Bid meeting 31.08..2019 at 11.00 Hrs at KSIDCThiruvananthapuram Office

KSIDC’s response to queries 05.09.2019Last date of submission of Bids 20.09.2019 up to 15.00 Hrs.Technical Bid Opening Date 22.09.2019 at 15.30 Hrs.Price Bid Opening Date Shall be intimated

DOWNLOAD OF RFP DOCUMENT

The RFP document for this work is available on website https:\\etenders.kerala.gov.in andwww.ksidc.org. The Bidder shall pay the Bid Fee of Rs. 5,000/- (Rupees Five Thousand only) in the

form of a Demand Draft issued by any Scheduled Bank, in favor of “The Managing Director, KeralaState Industrial Development Corporation Limited” payable at Thiruvananthapuram , Kerala and shallbe submitted with the RFP Document.

EARNEST MONEY DEPOSITThe aforesaid BID must be accompanied by the Earnest Money Deposit (hereinafter referred to as

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“EMD”) as specified in ‘General Details of Work’ section above. The EMD shall be in form of acrossed Demand Draft/ Fixed Deposit Receipt/ Bank Guarantee in favor of “The Managing Director,Kerala State Industrial Development Corporation Limited” payable at Thiruvananthapuram , Kerala (Asper Form 8 KSIDC reserves the right to accept or reject any or all Bids without assigning any reasonthereof. The Notice inviting Bids shall form a part of Contract Document.

The Bidders are advised to read carefully the “Instruction” and “Eligibility Criteria” contained in theRFP documents.

SUBMISSION OF HARD COPIES OF BID The completed Qualification document (Technical Proposal alone) shall be submitted at the followingaddress through Registered Post Acknowledgment due / Speed post/ in person on or before 4.00pm on20/09/2019.


Bids which are not signed, will not be accepted. Bids shall be accompanied by EMD in the form ofdemand draft/ Fixed Deposit Receipt / Bank Guarantee, drawn in favour of “The ManagingDirector, Kerala State Industrial Development Corporation Limited” on any scheduled bank andpayable at Thiruvananthapuram . The Bids not submitted in line with the RFP document requirementsand without EMD in the form specified, will be rejected outright. The Technical bid of only thoseBidders will be evaluated who have remitted RFP document fees and submitted EMD.

OPENING OF BIDS The Technical Bids will be opened at the date and time as mentioned in the RFP document. FinancialBids of only those Bidders will be opened, who are successful in the Qualification Criteria and theTechnical Evaluation. The date for Financial Bid opening shall be informed to the Successful Biddersat a later date.

GENERAL INSTRUCTIONS1) The cost of RFP document will not be refunded under any circumstances. 2) EMD in the form specified in RFP document only shall be accepted. 3) The Bid shall be valid for 180 days from the date of opening of Technical Bid. 4) Bids without RFP document fees, EMD and which do not fulfill all or any of the condition or

submitted incomplete in any respect will be rejected. 5) Conditional Bids shall not be accepted.

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MemorandumGeneral Description of work Rehabilitation of Municipal Solid Waste dumpsite

at Njalianparambu for Kozhikode MunicipalCorporation as per SWM Rules 2016.Quantity of waste at site: 1.30 lakh cumArea of the dumpsite: Please refer Drawings inSection VI

Earnest Money deposit Rs. 2,00,000 (Rupees Two Lakhs only)Performance Security The Successful Bidder would be required to submit

Performance Security Deposit amounting to 2% ofthe value of the work.

Time allowed for starting of work Fifteen days from the date of issue of Work Order/Signing of Agreement with the selected Bidder

Validity Period of Bid 180 days from the date of opening of Technical Bid.Time allowed for completion of workfrom the date of written order tocommence

12 months (including monsoon period)1. Bio-mining and Clearing the site: 5 months2. Capping : 7 months

Defects Liability Period 12 months from the certified date of completion.Compensation for Delay (Penalty) 0.01 % of the Contract Value per day from the date

of delaying and shall be subject to maximumamount of 5% of the estimated amount put to theBid.

Starting date of Sale of RFP Document 24.08.2019Pre-Bid queries to be submitted on orbefore

29.08.2019 at 1100 Hrs at KSIDCThiruvananthapuram Office

Pre Bid Meeting 31.08.2019 at 1100 HrsLast Date for submission of Bids 20.09.2019 up to 15:00 Hrs.Technical Bid Opening Date 22.09.2019 at 15.30 Hrs.

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SECTION I: INSTRUCTIONS TO BIDDERS

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1.0 GENERAL INFORMATION & SCOPE OF WORK

1.1 Solid Waste Management has been a critical issue in Kerala, especially in urban areas, formany years. Government of Kerala, through its Local Self Government Department, is in theprocess of implementing Solid Waste Management solution for the State on a high priority.

Kerala State Industrial Development Corporation (KSIDC) has been appointed as the NodalAgency for the engagement of Private players for the implementation of Solid WasteManagement solutions at various locations/clusters in the State of Kerala.

In accordance with the SWM Rules, 2016 (hereinafter referred to as “SWM Rules”) it isrequired to carry out the disposal of the Municipal Solid Waste (MSW) in a scientific manner.As per the provisions of the SWM Rules, the existing landfill sites (dumpsites) should beimproved in accordance of the specifications given in Schedule III of the Rules.

1.2 Kerala State Industrial Development Corporation Limited, as the Nodal Agency (hereinafterreferred to as “KSIDC”), has proposed scientific closure/ capping of the Municipal SolidWaste Dumpsite and has decided to carry out competitive single-stage bidding process onbehalf of Kozhikode Municipal Corporation (referred to as the "Bidding Process") forselection of the private Contractor to whom the Project may be awarded.

1.3 The Brief Scope of Work for the Bidder is as set out below. Outline of the constructionrequirements and specifications are set out in the Conditions of Contract attached with this Biddocument.

i) The scope of work includes recovery of 6.5 acres of land at Njalianparambu site asindicated in the enclosed drawing by adopting a combination of Bio-mining andclearing of site (within 5 months) and Capping (7 months) methods.

ii) The successful bidder shall process the 1.30 lakh cum of old garbage as follows:

50,000 cum of waste shall be bio-mined to recover compost and RDF material

80,000 cum of waste shall be capped as per SWM Rules 2016

iii) The Successful Bidder shall design and construct the project in accordance with therequirements as set out in this section of ‘Technical Bid Document’. The design anddrawings including detailed constructional drawings are to be submitted by theContractor before construction and as per site conditions, which shall be implementedafter verification by KSIDC.

iv) An outline of the task to be carried out for capping is listed as follows; To cut and shift waste wherever required within identified area as per drawings

given in Section VI to ensure stability of the site and the surroundings. to dispose the cut waste, fill site undulations and provide a slope of a minimum of

1:2.5 (1Vertical: 2.5 Horizontal), or as per desired site conditions whichever istechnically viable with respect to slope stability.

to compact waste in the entire area as specified under the CPHEEO Manual andSWM Rules, 2016.

to take special care of openings / leakages and low lying areas where there arechances of leachate outflow by plugging with suitable measures.

to design cover system as per SWM Rules, 2016.

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To provide leachate collection system and landfill gas management as per SWMRules, 2016.

to provide storm water drainage facility inside the capped areav) The dumpsite is to be closed by placement of a top cover which consists of the

following:a) Supply & installation of Geo-synthetic clay liner as per given specifications,

complete to form an impervious barrier. b) Supply & installation of 1.5mm Thick HDPE Smooth Geo-membrane

Liner as per given specifications, complete to form an impervious barrier asshown in drawings.

c) Supply & install Geo-synthetic drainage nets (Geo-nets) of appropriatespecification and make, laying anchoring in trench, overlapping, testingcomplete as given in General Specification and as shown in the drawings.Geo-nets must be anchored within anchor trench including related anchoringwork etc. complete. Rate to include the necessary lap at joints, wastage,testing, etc. complete. Measurement will be made as per finished area. Geo-net in the anchor trench will be taken in measurement.

d) Supply & installation of Non-woven Geotextile (GT) of appropriatespecification and make, as per details given in Specifications, spreading onthe sand layer or Geo-membrane as per the directions given by the Engineer-in-charge, without damaging the Geotextile or Geo-membrane. TheGeotextile must be placed along the slope from top to bottom with an overlapof minimum 100mm. It should be stitched with HDPE thread. Geotextile mustbe anchored within anchor trench including excavation of trench andbackfilling, compaction complete, at top and bottom portion. Rate to includethe necessary lap for jointing, stitching, wastage complete. Measurement willbe made as per finished surface area. Geotextile in the anchor trench will betaken in measurement.

e) Drilling 500mm Dia bore for the Gas well including required machinery,tripod and related all machinery with all lead and lifts. Disposing boredmaterial

f) Vegetative soil layer: The top layer should be 60 cm thick vegetative soil laidon well gravel.

g) Surface and Peripheral drainh) Access steps

vi) Access road vii) The Contractor will be permitted to retain the revenue generated from the sale of by-

products obtained from bio-mining activities. viii) The Successful Bidder shall adhere to the construction requirements/ specifications

without compromising the quality of work and complete the project on or before theScheduled Project Completion Date, as specified in this document.

ix) The Successful Bidder may undertake Construction Works by itself or through aContractor possessing requisite technical, financial and managerial expertise/capability; but in either case, the Successful Bidder shall remain solely responsible tomeet the Construction Requirements, as specified in this Bid document.

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x) The Successful Bidder shall, at all times, ensure that all aspects of the Project andprocesses employed in the construction, thereof shall conform with the laws includingSWM Rules 2016 and others pertaining to environment, health and safety aspects andpolicies and guidelines related thereto.

2.0 SCOPE OF BID2.1 KSIDC is the Nodal Agency for the implementation of Solid Waste Management

infrastructure projects in Kozhikode district.

KSIDC invites detailed Proposals (referred to as “Bid”) through this Request for Proposal (RFP) Document for Rehabilitation of Municipal Solid Waste dumpsite atNjalianparambu for Kozhikode Municipal Corporation (hereinafter referred as “theProject”) by way of capping / Bio Mining/ combination of both methods.

2.2 The Bids shall be evaluated based on the evaluation criteria set out in this RFP document inorder to identify the successful Bidder for the Project (hereinafter referred to as “SuccessfulBidder”). The Successful Bidder would then have to enter into an Agreement with KozhikodeMunicipal Corporation and perform the obligations as stipulated therein, in respect of theProject.

3.0 ELIGIBLE BIDDERS

3.1 The Bidder shall be a Contractor with experience in closure of dumpsite scientifically capped

in India or abroad for Solid Waste Disposal. In case of a Consortium, any one of the membersof the Consortium or Joint Partnership as applicable, should satisfy this condition.

3.2 The Bidders eligible for participating in the qualification process shall be any one of thefollowing categories:

3.2.1 Category 1: A single Business Entity1 meeting the qualification criteria as set out in Clause no3.5 and 3.6.

3.2.2 Category 2: In case the Bidder, which is a Business Entity, (hereinafter referred to as “LeadMember”) does not have the qualification criteria as set out in Clause no 3.5 and 3.6., thesame may be procured from a suitably qualified Operator, (hereinafter referred to as“Operator”), with whom a valid Memorandum of Understanding (hereinafter referred to as“MoU”) formalizing such an arrangement should be in place. The Operator must also be aBusiness Entity. This joint entity shall hereinafter be referred to as "Consortium". No Bidderapplying individually or as a member of a Consortium or Joint Partnership, as the case maybe, can be member of another Consortium or Joint Partnership. The consortium or jointpartnership is restricted to two business entities.

1 Business Entity means a company duly incorporated under the Companies Act, 1956/2013 or a registered partnership

firm or a registered society in India. In case of foreign entities, they should be registered under the relevant Acts in therespective countries. In case of a partnership firm or a society, a copy of the certificate of registration, issued by theconcerned authority, should be submitted along with the Bid

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3.3 The Bidders eligible for participating in the qualification process shall possess the requisitequalification.

3.4 Any entity, which has earlier been barred or blacklisted or whose contract is terminated by theprocurement authorities prior to the contract period by Government of Kerala or any State orCentral Government or other public procurement authorities (hereinafter referred to as“Procurement Authorities”) would not be eligible to submit a Bid.

3.5 Criteria for Technical Capacity 1) The Bidder shall have at least 3 (three) years’ experience in solid waste management

projects in India.

2) The Bidder should have executed in the last three years, the following minimumquantities of work:

(i) Quantity of municipal solid waste handled / capped (Profiling, shifting,Levelling, Compaction and Reformation of slopes): 1,00,000 Cum.

(ii) Supply & installation of Non-woven Geotextile (GT): 20,000 Sqm.(iii) Supply & installation of Geo-synthetic drainage nets (Geo-nets): 20,000 Sqm.(iv) HDPE Liner Laying, Welding and Installation experience for MSW Landfills (in

a single contract): 20,000 Sqm. (v) Vegetative soil layer of minimum 450 mm thick: 20,000 Sqm.

3.6 Criteria for Financial Capacity1) The turnover of the Bidder shall be minimum of Rs.20 Crores (Rupees. Twenty Crores

only) every year for the last three consecutive financial years (i.e. FY 2016-17, FY 2017-18 and FY 2018-19). For FY 19 if audited financial statements are not available, acertificate from Chartered Accountant confirming the turnover shall be provided.

2) The Bidder should have satisfactorily completed as a prime contractor, (or as subcontractorduly certified by the employer or the main contractor supported by authorization from theemployer for subcontracting) at least one similar project of value not less than Rs. 8 Crores(Rupees Eight Crores only).In case of a Consortium, any one of the members of theConsortium or Joint Partnership as applicable, should satisfy these conditions stipulated ini.e. 3.5 and 3.6.

3.7 In case of any Bidder or any member of the Consortium or Joint Partnership as the case may be,either directly or through any subsidiaries or group or associate companies2, is operatingcurrently or has operated any time during the previous three years preceding the Bid Due Datein any waste management projects viz. processing or land filling or capping for any municipalcorporation or municipality in India, shall submit a Satisfactory Performance Report in theformat at Form 5A.

2 “Associate” shall mean any company (ies) which is (are) controlled by the shareholders of the Bidder. For the purpose ofthis definition, the term “control” means the power to direct the management or policies of such entity, directly or indirectly,through the ownership of shares or other securities, by contract or otherwise, provided that the direct or indirect ownership offifty one percent (51%) or more of its voting share capital by the shareholders of the Concessionaire is deemed to constitutecontrol of such entity, and “controlling” and “controlled” shall be construed accordingly.

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3.7 Additional Requirements for Bids Submitted by a Consortium

3.7.1 Wherever required, the Bid shall contain the information required of each of the members ofthe Consortium.

3.7.2 The members of the Consortium shall furnish Power of Attorney duly signed by authorizedrepresentative(s) of the members.

3.7.3 The Bid shall be signed by the duly authorized signatory of the Lead Member and shall belegally binding on all the members of the Consortium

3.7.4 The Consortium shall submit a MoU as part of its Bid. The MoU shall, include thefollowing:a) Clearly, set out the roles and responsibilities of each Member of the Consortium for

implementing the Project. a) Include a statement to the effect that the members of the Consortium shall be liable

jointly and severally for the implementation of the Project in accordance with theterms of the Contract Agreement.

b) In naming the Lead Member and the Operator of the Consortium, to include theirsuccessors and permitted assigns.

A copy of the MoU should be submitted as part of the Bid. The MoU entered into betweenthe Members of the Consortium should be specific to the Project and should contain theabove requirements, failing which the Bid would be liable to be considered non-responsive.

3.8 Additional Requirements for Bids submitted by a Joint Partnership a) The Lead Partner shall be a Business Entity. b) The general terms and conditions governing the responsibilities amongst the

partners shall be described in the Agreement constituting the Joint Partnership(hereinafter referred to as Memorandum of Understanding).

c) The maximum number of participants in the Joint Partnership shall not exceed twoincluding the Lead Partner.

4.0 SITE VISIT Bidders are requested to inspect the site (s) prior bidding for the project. The site (s) shall beinspected by Bidder or his representative at his own cost.

5.0 NUMBER OF BIDS Each Bidder shall submit a maximum of one (1) Bid for the Project, in response to this RFPdocument. Any Bidder who submits more than one Bid for the Project will be disqualified.The Bidder shall also be responsible and shall pay for all of the costs associated with thepreparation of its Bid and its participation in the Bidding process.

6.0 VALIDITY OF BID The Bid shall remain valid for a period not less than 180 days from the date of opening of

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Technical Bid (hereinafter referred to as “Bid Validity Period”) reserves the right to rejectany Bid which does not meet this requirement. In exceptional circumstances, prior to expiryof the original Bid Validity Period, KSIDC may request Bidders to extend the Bid ValidityPeriod for a specified additional period. Bidders not extending the Bid Validity Period whenso requested would automatically be disqualified.

7.0 EARNEST MONEY DEPOSIT7.1 Each Bid shall be accompanied by EMD of Rs. 2,00,000/- (Rupees Two lakhs only).

7.2 The EMD shall be in the form of a crossed Demand Draft/ Fixed Deposit Receipt/ BankGuarantee drawn in favour of “The Managing Director, Kerala State IndustrialDevelopment Corporation Limited” on any scheduled bank and payable atThiruvananthapuram. Irrevocable Bank Guarantee from scheduled bank in format is alsoacceptable. Format for Bank Guarantee is provided as Form 8.

7.3 The EMD of all the unsuccessful Bidders, except two lowest Bidders would be returnedwithout interest within a period of eight (8) weeks from the date of announcement of theSuccessful Bidder. EMD of the second lowest Bidder would be returned within a period offour (4) weeks from the signing of the Contract with the Successful Bidder. The EMD shall beadjusted towards the Performance Security, amounting to 2% of the total value of the work.The detail of the Performance Security is stated in the Conditions of the Contract.

7.4 The EMD shall be forfeited in the following cases: a) If the Bidder withdraws its Bid during the interval between the Bid Due Date and

expiration of the Bid Validity Period. b) If the Successful Bidder fails to provide the Performance Security within the stipulated

time or any extension thereof provided by KSIDC; and c) If any information or document furnished by the Bidder turns out to be misleading or

untrue in any material respect.

8.0 COST OF BIDDINGAll cost and expenses incidental to preparation of proposal, to attend discussion andconferences, if any, including pre award discussion with the Successful Bidder, technical andother presentation including any demonstrations, etc. shall be borne by the Bidders and theKSIDC shall bear no liabilities whosoever on such cost and expenses.

9.0 RIGHT TO ACCEPT OR REJECT ANY OF THE APPLICATIONS9.1 Notwithstanding anything contained in this Bid document, KSIDC reserves the right to accept

or reject any Bid or to annul the Bidding process or reject all Applications/ Bids, at any timewithout any liability or any obligation for such rejection or annulment and without assigningany reasons.

9.2 KSIDC reserves the right to reject any Bid if:a) At any time, a material misrepresentation is made or discovered, orb) The Bidder does not respond promptly and diligently to requests for

supplemental information required for the evaluation of the Bid.

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9.3 Rejection of the Bid by KSIDC as aforesaid would lead to the disqualification ofthe Bidder.

10.0 AMENDMENT OF BID10.1 At any time prior to the Bid Due Date, KSIDC may, for any reason, whether at its own

initiative or in response to clarifications requested by a Bidder, modify the Bid Document bythe issuance of Addenda.

Any Addendum thus issued will be sent in writing to all the Bidders who have purchased theBid document and have duly intimated to KSIDC their particulars including address for

communication. Addendums will also be posted on website https://etenders.kerala.gov.in . and https://www.ksidc.org/

10.2 In order to provide the Bidders a reasonable time to examine the Addendum, or for any otherreason, KSIDC may, at its own discretion, extend the Bid Due Date.

11.0 CLARIFICATIONS11.1 A prospective Bidder requiring any clarification on the RFP document may notify KSIDC in

writing at:The Project Director PMU- Waste to Energy Projects Kerala State Industrial Development Corporation Limited, T.C. XI/266, Keston Road, Thiruvananthapuram Kerala - 695003, Tel: +91 471 2318922Email : [email protected]

11.2.1 The Bidders should send in their queries latest by pre-bid meeting mentioned in the Schedule

of Bidding Process. The response will be sent by fax / email and put on websitehttps://etenders.kerala.gov.in. and https://www.ksidc.org/ KSIDC will forward itsresponses, at its sole discretion, to everyone who have purchased the RFP document andwould include a description of the enquiry and the response of KSIDC without identifying thesource of the enquiry.

12.0 FORMAT AND SIGNING OF BID12.1 The Bid and all related correspondence and documents should be written in the English

language. Supporting documents and printed literature furnished by the Bidder with the Bidmay be in any other language provided that these are accompanied by appropriate translationsof the pertinent passages in the English language. Supporting material, which is not translatedinto English, may not be considered. For the purpose of interpretation and evaluation of theBid, the English language translation shall prevail.

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https://etenders.kerala.gov.in/

https://www.ksidc.org/

https://etenders.kerala.gov.in/

mailto:[email protected]

https://www.ksidc.org/


12.2 The currency for the purpose of the Bid shall be the Indian Rupee (INR). If the Bid issubmitted in any other currency, KSIDC reserves the right to use suitable exchange rate foruniformly evaluating all Bids.

12.3 The Bidder would provide all the information as per this Bid. KSIDC would evaluate onlythose Bids that are received in the required format and are complete in all respects. Each Bidshall comprise the following:

A. Part I Submission–Technical Bid Form 1: Covering Letter Form 2: Details of the Bidder Form 3: Power of Attorney for Signing of Bid (Applicable both for Single Business

Entity and Consortium) Form 4: Power of Attorney for designating Lead Member of the Consortium

Form 5: Proof of Technical and Financial Qualification Form 5A; Satisfactory Performance Certificate Form 6: Declaration Form 7: Anti–Collusion Certificate

Form8: Format for Bank Guarantee for EMD

B. Part II Submission–Financial BidFinancial Bid is to be filled as per the format set out in Form 10. Details to be submittedinclude:

Value of the Work for Rehabilitation of Municipal Solid Waste dumpsite atNjalianparambu

12.4 The Bidder shall submit Part I and Part II of the Bid E – tender portal.

12.5 The Bidder shall prepare one (1) original and one (1) copy of the Technical Bid, clearlymarked “ORIGINAL” and “COPY” respectively. In the event of any discrepancy between theoriginal and the copy, the original shall prevail.

12.6 The Technical Bid, both the original and the copy shall be typed or written in indelible inkand each page of the Bid shall be initialed by an authorised signatory of the Bidder, asapplicable. All the alterations, omissions, additions, or any other amendments made to the Bidshall also be initialed by the person(s) signing the Bid.

13.0 SEALING AND MARKING OF BID13.1 The Bidder shall seal the original and copy of the Technical Bid in separate envelopes, duly

marking the envelopes as “ORIGINAL” and “COPY”. The envelopes shall then be sealed in asingle outer envelope.

13.2 Each of the envelopes, both outer and inner, must be super scribed with the followinginformation:

a) Name and Address of Bidderb) Contact person and phone numbers

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c) Bid for the Project: “Rehabilitation of Municipal Solid Waste dumpsite atNjalianparambu for Kozhikode Municipal Corporation”.

13.3 The Technical Bid envelope shall be submitted in person or sent by registered post / speedpost to the below furnished address on or before 15.00 pm on 20/09/2019 :The Managing Director Kerala State Industrial Development Corporation Limited, T.C. XI/266, Keston Road, Thiruvananthapuram Kerala - 695003,

Tel: +91 471 2318922

14.0 BID DUE DATE14.1 Bids should be submitted before 1500 hours IST 20.09.2019, in the manner and forms

detailed in this RFP document. Bids submitted by either facsimile transmission or telex oremail will not be accepted.

14.2 Bids received after the Bid Due Date shall not be accepted by KSIDC.

14.3 KSIDC may, in exceptional circumstances, and at its sole discretion, extend the above BidDue Date by issuing an Addendum. Any Addendum thus issued will be sent in writing to allthose who have purchased the Bid document and would also be posted on the website. Thesame will also be communicated to those who have downloaded the Bid document from thewebsite and have dully intimated this fact to KSIDC giving their particulars including addressfor communication.

14.4 It is desirable that each Bidder submits its Bid after visiting the Project Site for ascertainingthe location, surroundings, or any other matter considered relevant.

14.5 Bidders would be granted permission by KSIDC for visit of the Project Site on receipt of aformal written request, reasonably in advance of the proposed date of visit.

14.6 It would be deemed that by submitting the Bid the Bidder has:a) Made a complete and careful examination of this Bid documentb) Received all relevant information requested from KSIDC c) Made a complete and careful examination of the various aspects of the Project including

but not limited to:(i) The Project Site(ii) The conditions of the access roads and utilities in the vicinity of the

Project Site(iii) Conditions affecting transportation, access, handling and storage of

materials(iv) Clearances obtained by KSIDC for the Project, and(v) all other matters that might affect the Bidder's performance under the terms

of this RFP document.

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14.7 KSIDC shall not be liable for any mistake or error on the part of the Bidder in respect of theabove.

15.0 MODIFICATION / SUBSTITUTION / WITHDRAWAL OF APPLICATION15.1 The Bidder is not allowed for any kind of modification, substitution, or withdrawal of its Bid

under any circumstances after submission of Bid except for clarifications demanded byKSIDC, during negotiations or Bidding process.

16.0 OPENING OF BIDS AND CLARIFICATIONS16.1 KSIDC would open the Part I Submission of the Bids at 15.30 hours on 22.09.2019.

16.2 KSIDC reserves the right to reject any Bid not submitted on time and which does not containthe information / documents as set out in this RFP document.

16.3 To facilitate evaluation of Bids, KSIDC may, at its sole discretion, seek clarifications inwriting from any Bidder regarding its Bid. The request for such clarification or substantiationand the response shall be in writing or by email. No material change in the substance of theBid would be permitted by way of such clarification / substantiation.

16.4 Information relating to the examination, clarification, evaluation, and recommendation of theBid shall not be disclosed to any person not officially concerned with the process. KSIDCwill treat all information submitted as part of the Bid in confidence and would require allthose who have access to such material to treat the same in confidence. KSIDC will notdivulge any such information unless it is ordered to do so by any authority pursuant toapplicable law or order of a competent court or tribunal, which requires its disclosure.

16.5 To clarify and discuss issues with respect to the Project and the Bid, KSIDC will hold Pre-BidMeeting on 31.08.2019 at 11.00 hrs.

16.6 Prior to the Pre-bid meeting(s), the Bidders may submit a list of queries and proposedeviations, if any, to the Project requirements and/or the Bid. Bidders must formulate theirqueries and forward the same to KSIDC prior to the meeting. KSIDC may, in its solediscretion or based on inputs provided by Bidders, amend the Bid.

16.7 Bidders may note that KSIDC will not entertain any deviations to the Bid at the time ofsubmission of the Bid or thereafter. The Bid to be submitted by the Bidders would have to beunconditional and unqualified and the Bidders would be deemed to have accepted the termsand conditions of the Bid with all its contents including the Special Conditions of theContract. Any conditional Bid shall be regarded as non-responsive and would be liable forrejection.

16.8 Attendance of the Bidders at the Pre-bid meeting is not mandatory.

16.9 All correspondence/ enquiries should be submitted to the following in writing by fax/registered post/ courier/ email:

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The Project Director PMU- Waste to Energy Projects Kerala State Industrial Development Corporation Limited, T.C. XI/266, Keston Road, Thiruvananthapuram Kerala - 695003, INDIA. Tel: +91 471 2318922Email : [email protected]

17.0 EVALUATION

A. Bid Evaluation: Part I Submission – Technical Bid17.1 The Part I Submission of the Bid would first be checked for responsiveness with the

requirements of the RFP document. The Bid would be considered to be responsive if it meetsthe following conditions:

a) It is received / deemed to be received by the Bid Due Date including any extensionthereof.

b) It is signed, sealed and marked as stipulated in RFP documentc) It contains all the information and documents as requested in RFP documentd) It contains information in formats specified in RFP documente) It mentions the Bid Validity Period as set out in RFP documentf) It provides information in reasonable detail. (“Reasonable Detail” means that, but

for minor deviations, the information can be reviewed and evaluated by KSIDC withcommunication with the Bidder). KSIDC reserves the right to determine whether theinformation has been provided in reasonable detail.

g) There are no inconsistencies between the Bid and the supportingdocuments.

A Bid that is substantially responsive is one that conforms to the preceding requirementswithout material deviation or reservation. A material deviation or reservation is one

a) Which affects in any substantial way, the scope, quality, or performance of theProject, or

b) Which limits in any substantial way, inconsistent with the Bid, KSIDC’s rights orthe Bidder’s obligations under the Special Condition of Contract, or

c) Which would affect unfairly the competitive position of other Bidderspresenting substantially responsive Bids.

17.2 In case the Bid is found to be responsive, Part I Submission would be evaluated in accordance

with the criteria for technical and financial capacities of the Bidders set out in Clause 3.5 and

3.6. Based on the Proof of Experience, financial and technical qualification and Technical

Bid submitted by the Bidders, the Qualified Bidders would be selected.

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mailto:[email protected]


Marking System

Sl. No. Description Marks

1. Financial Capacity 40 marks

(a)Average Annual Turnover for the last three financial years,

between Rs. 20 crores to Rs 25 crores20 marks

(b)Average Annual Turnover for the last three financial years,

greater than Rs. 25 crores and less than Rs 30 crores 30 marks

(c )Average Annual Turnover for the last three financial years,

greater than Rs. 30 crores40 marks

2. Technical Capacity 60 marks

(a)Experience in Implementation of dumpsite/landfillclosure/capping/ gas extraction work of a municipal solid wastedumpsite (completed)

30 marks

(b)Experience in carrying out post-closure operation andmaintenance operations of a capped municipal solid wastedumpsite (completed / on-going)

30 marks

17.3 Minimum Qualifying Marks for Technical Evaluation of Part I submission will be seventy(70). This will be considered as the ‘cut off’ marks for technical bid evaluation (Part Isubmission). Bids not scoring above the ‘cut off’ shall be disqualified.

17.4 As part of the evaluation of the Part I Submission, KSIDC may also request the Bidder tosubmit clarifications.

17.5 The evaluation of the Part II Submission would be taken up only after Part I Submission isfound to meet the requirements of this Bid.

17.6 KSIDC reserves the right to reject the Bid of a Bidder without opening the Part II Submissionif, in its opinion, Part I Submission is not substantially responsive with the requirements ofthis RFP document.

B. Bid Evaluation: Part II Submission –Financial Bid

17.7 Part II Submission of all the Bidders whose Part I Submission meets the requirements of theRFP document and clears ‘cut off’ marks only will be evaluated.

17.8 The format for quoting the Financial Bid is set out in Form 10. Financial evaluation will bebased on the following details requested as a part of Financial Bid.

Value of the Work for Rehabilitation of the Municipal Solid Waste dumpsite atNjalianparambu.

C. Selection Methodology

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17.9 The Bidder (who has cleared the cut off mark in Part I submission) with the lowest quote of‘value of the work’ would be declared as preferred bidder. The Financial Proposals would beranked in ascending order of the Bid Price, with the Bidder quoting the lowest Bid Price beingranked first and the Bidder quoting the second lowest Bid Price ranked as second and so on.

17.10 In case there are two or more Bidders quoting the same cost, KSIDC in such case call all suchBidders for negotiation and select the preferred Bidder based on the outcome of negotiationsdone in SEALED OFFERS sent at the office address of the Managing Director, KSIDC.

17.11 Depend upon the actual capacity assessed and other qualifying requirements, the Bidder willbe qualified for the work. However, at the price bid evaluation stage, a careful check of theappropriate references with regards to updated information covering additional liabilitycreated by the Bidder will be done and in no case, a contract will be awarded to a Bidderlacking in the financial and technical resources to undertake the work regardless ofqualification.

17.12 KSIDC reserves the right to reject any Proposal, if:a) at any time, a material misrepresentation is made or discovered; orb) the Bidder does not respond promptly and diligently to requests for supplemental

information required for the evaluation of the Proposal.

Rejection of a Proposal by KSIDC as aforesaid would lead to the disqualification of theBidder. If such disqualification / rejection occurs after the Proposals have been opened andthe Preferred Bidder gets disqualified / rejected, then KSIDC reserves the right to:

a) Either select the next best Bidder, orb) Take any such measure/s as may be deemed fit in the sole discretion of KSIDC,

including annulment of the bidding process.

17.13 The Preferred Bidder will be called for negotiation based on the technical specificationrequired for the project, quality assurance and details of cost estimation provided accordingly.

17.14 In the event of acceptance of the Preferred Bidder after negotiation, KSIDC shall declare thePreferred Bidder as the Successful Bidder. KSIDC will notify the Successful Bidder through aLetter of Acceptance (herein after referred to as “LoA”) that its Proposal has been accepted.

17.15 The Successful Bidder shall execute the Contract Agreement with Kozhikode MunicipalCorporation within four (4) weeks of the issue of LoA or with in such further time as KMCmay agree to in its sole discretion.

17.16 Information relating to the examination, clarification, evaluation and recommendation for theshortlisted Bidders would not be disclosed to any person not officially concerned with theprocess. KSIDC would treat all information submitted as part of the Proposal in confidenceand will ensure that all who have access to such material treat it in confidence. KSIDC wouldnot divulge any such information unless ordered to do so by any KSIDC authority that has thepower under law to require its disclosure.

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17.17 To assist in the examination, evaluation, and comparison of Proposals, KSIDC may utilize theservices of consultant(s) or advisor(s).

17.18 Notwithstanding anything contained in this RFP, KSIDC reserves the right to accept or rejectany Proposal, or to annul the bidding process or reject all Proposals, at any time without anyliability or any obligation for such rejection or annulment, without assigning any reasons

thereof.

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SECTION II: FORMS FOR BID SUBMISSION

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FORM 1: FORMAT FOR COVERING LETTER

(On the Letterhead of the Bidder)Date:

ToThe Managing Director Kerala State Industrial Development Corporation Limited, T.C. XI/266, Keston Road, Thiruvananthapuram Kerala - 695003, INDIA.

Sub: “Rehabilitation of Municipal Solid Waste dumpsite at Njalianparambufor Kozhikode Municipal Corporation”.

Ref : Notification No. ______________ dated _______________.

Dear Sir,

Being duly authorized to represent and act on behalf of…………………………. (hereinafter referred toas “the Bidder”), and having reviewed and fully understood all of the proposal requirements andinformation provided and collected, the undersigned hereby submits the Proposal on behalf of (Name ofBidder) for the Project in one (1) original and one (1) copy, with the details as per the requirements of theRFP, for your evaluation.

We confirm that our Proposal is valid for a period of six months from the Proposal Due Date.

We also hereby agree and undertake as under:

Notwithstanding any qualifications or conditions, whether implied or otherwise, contained in ourProposal we hereby represent and confirm that our Proposal is unqualified and unconditional in allrespects.

Yours faithfully,

For and on behalf of (Name of Bidder)

Duly signed by the Authorised Signatory of the Bidder

(Name, Title and Address of the Authorised Signatory)

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FORM 2: FORMAT FOR DETAILS OF THE BIDDER

1. (a) Name of Bidder(b) Address of the office(s)(c) Date of incorporation and / or commencement of business

2. Brief description of the Bidder's mainlines of business.

3. Details of individual(s) who will serve as the point of contact / communication for with theBidder: a) Name:b) Designation:c) Company/Firm: d) Address:e) Telephone number:f) E-mail address:g) Fax number:h) Mobile number:

4. Name, Designation, Address and Phone Numbers of Authorised Signatory of the Bidder:a) Name:b) Designation:c) Company/Firm: d) Address:e) Telephone number:f) E-mail address:g) Fax number:h) Mobile number:

5. In case of a Consortium:(a) The information above (1-4) should be provided for all the Members of the Consortium.(b) Information regarding the role of each Member should be provided as per table below:

Sl. No. Name of MemberRole

(Specify whether Lead Member orOperator)

12

Note:1. The Bidder to enclose the following documents:

(i) Incorporation certificate of the company/ Proof of Company registration document/ MoA; (ii) Copy of PAN Card;(iii) Copy of GST registration Certificate

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FORM 3: FORMAT FOR POWER OF ATTORNEY FOR SIGNING OF BID (On Stamp paper of relevant value)

Know all men by these presents, We..........................................................(name and address of theregistered office) do hereby constitute, appoint and authorize Mr./ Ms. ........................……………............(name and residential address) who is presently employed with us and holding the position of.................................................... as our attorney, to do in our name and on our behalf, all such acts, deedsand things necessary in connection with or incidental to, for the “Rehabilitation of the Municipal SolidWaste dumpsite at Njalianparambu for Kozhikode Municipal Corporation” (hereinafter referred to as“the Project”) on behalf of Kerala State Industrial Development Corporation Limited (hereinafter referredto as KSIDC), including signing and submission of all documents and providing information/responses toKSIDC in all matters in connection with our Proposal for the Project.

We hereby agree to ratify all acts, deeds and things lawfully done by our said attorney pursuant to thisPower of Attorney and that all acts, deeds and things done by our aforesaid attorney shall and shallalways be deemed to have been done by us.

Dated this the _______ Day of _______2019

For_________________________________

(Name and designation of the person(s) signing on behalf of the Bidder)

Accepted

(Signature)

(Name, Title and Address of the Attorney)

Date: …………………….

Note:

1) To be executed by the Lead Member in case of a Consortium.

2) In case of Bidders who are not resident in India, the Power of Attorney will also have to belegalised by the Indian Embassy and notarised in the jurisdiction where the Power of Attorney isbeing issued.

3) The mode of execution of the Power of Attorney should be in accordance with the procedure, ifany, laid down by the applicable law and the charter documents of the executant(s) and when itis so required the same should be under common seal affixed in accordance with the requiredprocedure.

4) Also, wherever required, the Bidder should submit for verification the extract of the charterdocuments and documents such as a resolution/power of attorney in favour of the Personexecuting this Power of Attorney for the delegation of power hereunder on behalf of the Bidder.

5) In case an authorised Director of the Bidder signs the Proposal, a certified copy of theappropriate resolution conveying such authority may be enclosed in lieu of the Power ofAttorney.

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FORM 4: FORMAT FOR POWER OF ATTORNEY FOR LEAD MEMBER OF CONSORTIUM (On a Stamp Paper of relevant value)

Whereas, Kerala State Industrial Development Corporation Limited (hereinafter referred to as KSIDC)has invited proposals from qualified Bidders for taking up on “the “Rehabilitation of the Municipal SolidWaste dumpsite at Njalianparambu for Kozhikode Municipal Corporation” (hereinafter referred to as “theProject”).

Whereas, the Consortium being one of the qualified Bidders is interested in bidding for the Project andimplementing the Project in accordance with the terms and conditions of this Document, and

Whereas, it is necessary under this Document for the members of the Consortium to designate the LeadMember with all necessary power and authority to do for and on behalf of the Consortium, all acts, deedsand things as may be necessary in connection with the Consortium's Proposal for the Project or in thealternative to appoint one of them as the Lead Member who, would have all necessary power andauthority to do all acts, deeds and things on behalf of the Consortium, as may be necessary in connectionwith the Consortium's Proposal for the Project.

NOW THIS POWER OF ATTORNEY WITNESSETH THAT;

We, M/s. ----------------------------, and M/s......................................... (the names and address of theregistered offices), do hereby designate M/s.....................................being one of the members of theConsortium, as the Lead Member of the Consortium, to do on behalf of the Consortium, all or any of theacts, deeds or things necessary or incidental to the Consortium's Proposal for the Project, includingsubmission of Proposal, participating in conferences, responding to queries, submission of information/documents and generally to represent the Consortium in all its dealings with KSIDC, any otherGovernment Agency or any person, in connection with the Project until culmination of the process ofbidding and thereafter till the Contract Agreement is entered into with KSIDC.

We hereby agree to ratify all acts, deeds and things lawfully done by the Lead Member and our saidattorney pursuant to this Power of Attorney and that all acts deeds and things done by our aforesaidattorney shall and shall always be deemed to have been done by us/Consortium.

Dated this the ......Day of .......2019

.......................................

(Executants)

(TO BE EXECUTED BY THE MEMBERS OF THE CONSORTIUM)Note: The mode of execution of the Power of Attorney should be in accordance with the procedure, ifany, laid down by the applicable law and the charter documents of the executant(s) and when it is sorequired the same should be under common seal affixed in accordance with the required procedure (for abody corporate).

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FORM 5: PROOF OF TECHNICAL AND FINANCIAL QUALIFICATION

Technical CapacityThe list of completed/ ongoing eligible projects should be provided in the format provided as such with

proof of evidence as per table below.

Landfill Capping/Closure Projects

Sl.

NoProjectName

Nameof theClient

Descriptionof work

Value ofContrac

t(Rs.)

ProjectDuration

Remarks

(i) 1) Quantity of waste handled / capped: ____________ Cum.2) Supply & installation of Non-woven Geotextile (GT): ________ Sqm.

3) Supply & installation of Geo-synthetic drainage nets (Geo-nets): _____________ Sqm.4) HDPE Liner Laying, Welding and Installation experience for MSW Landfills: _____ Sqm. 5) Vegetative soil layer of minimum 450 mm thick: _________ Sqm.

Start date:

End date:

Landfill Capping/Closure O & M Projects

Sl.No

ProjectName

Name of theClient

ActivitiesPerformed

Value ofContract (Rs.)

ProjectDuration

Remarks

(i)

Note:1) The Bidder should provide the details mentioned above based on its own experience or its

subsidiary(ies) or its parent company. 2) Bidder to enclose the following documents in support of his technical capacity for bidding:

(i) Copy of Agreement with the concerned client or Work Order;

Page | 29



(ii) Performance Certificate(s) (completion or currently operating, as the case may be) from itsconcerned client(s) in support of “the technical qualification” clearly stating the projectdetails including the contract value for the work completed during the contract period of theproject in respect of the projects whose experience is claimed.

(iii) Performance certificate should be issued from the concerned client(s) (Certificate issued by theofficer of rank Executive Engineer/ Project Manager or equivalent and above ) shall only beconsidered.

Financial Qualification

Bidders need to provide detail about the financial capability as per the format provided in tabular

form below;

Sl. No Year Annual Turnover 1 2016-20172 2017-20183 2018-2019

Total

Note:

(1) Audited balance sheet of preceding three financial years from the due date of submission of thisbid and Certificate(s) from its Statutory Auditors in support of “the Financial qualification”specified in clause 3.6.

(2) Certificate from its Statutory Auditor/ Chartered Accountant specifying the annual Turnover ofthe Bidder in preceding three financial years from the due date of submission of this bid.

(3) The financial year would be the same as the one normally followed by the Bidder for its AnnualReport / annual financial statement.

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FORM 5A: SATISFACTORY PERFORMANCE CERTIFICATE

TO WHOM SO EVER IT MAY CONCERN

This is to certify that M/s. …………………………………. has completed“………………………………………………………..”.

Brief Scope of the Work : a. Total Quantity of municipal solid waste: b. Foot Print area:c. Height of Landfilling Capping: d. Total Surface area : e. Liners Used:

Clay Liner:

1.5 mm HDPE Liner:

5 mm Geosynthetic drainage nets:

350G/M2 Non-woven Geotextile: f. 450 mm Vegetative Layer: g. Sprinkler System:h. RCC Surface drain pipes: i. Storm water drainage: j. Other infrastructure:

Total Contract Value :Operation and maintenance Cost :Operation and maintenance Period :Agreement executed :Project Completion Period :

The work done is to the satisfaction of the ………………………. and is certified that they are capableand experienced to undertake and execute similar projects.

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FORM 6: DECLARATION

Name of the Bidder: _________________________________________

1) I/ We…………………….. hereby declare that I/ We……………………….. have visited the site,conditions of the ground realities and fully acquainted myself/ourselves also with local situationsregarding materials, labour and other factors pertaining to the work before submitting the Bid.

2) I/ We…………………………. hereby declare that I/ We………………………. have read the Biddocuments and all the addendums made to it till date.

3) I/ We…………………… hereby declare that I/ We……………………….. have carefully studied theconditions of contract and specifications and other documents of this work and agree to execute thesame accordingly.

Signature of the Authorized Signatory of the Bidder

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FORM 7: FORMAT FOR ANTI-COLLUSION CERTIFICATE(On the Letterhead of the Bidder)

We hereby certify and confirm that in the preparation and submission of our Bid, we have not acted inconcert or in collusion with any other Bidder or other person(s) and also not done any act, deed or thingwhich is or could be regarded as anti-competitive.

We further confirm that we have not offered nor will offer any illegal gratification in cash or kind to anyperson or agency in connection with the instant Bid.

Dated this ..........................Day of ...................... 2019.

....................................................(Name of the Bidder)

....................................................(Signature of the Authorized Person)

....................................................(Name of the Authorized Person)

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FORM 8: FORMAT OF BANK GUARANTEE FOR EMD

WHEREAS, ___________________________________[Name of bidder] (hereinafter called “theBidder”) has submitted his bid dated _____________ [Date] for _______________ [name of contract](hereinafter called “the Bid”).

KNOW ALL MEN by these presents that we________________[Name of Bank] of_____________[Name of country] having our registered office at ______________(hereafter called “the bank”) arebound into ____________________ [Name of Employer](hereinafter called” the Employer”) in the sumof _________________ for which payment well and truly to be made to the said Employer the Bankbinds himself, his successors and assigns by these presents.

SEALED with Common seal of the said bank this ________ day of _________ 2019. THECONDITIONS of this obligation are:

1. If the bidder withdraws his bid during the period of bid validity specified in the Form of Bid: or

2. If the Bidder refuse to accept the correction of errors in his Bid; or

3. If the Bidder, having been notified of the acceptance of his Bid by the Employer during the periodof Bid validity;a. Fails or refuses to execute the form of contract agreement in accordance with the instruction

to bidders, if required; orb. Fails or refuses to furnish the performance security, in accordance with the instruction to

bidders;

We understand to pay to the Employer up to the above amount up to receipt of its first written demand,without the Employer having to substantiate its demand, provided that in its demand the Employer willnote that amount claimed by it is due to its owing to the occurred condition or conditions.

This Guarantee will remain in force up to and including the date _____________ days after the deadlinefor submission of bids as such deadline is stated in the instructions to Bidders.

Or as the Employer may extend it, notice of which extension(s) to the hereby waived. Any demand inrespect of this Guarantee should reach the Bank not later than the above date.

DATE _________________ SINGATURE OF THE BANK ____________________

WITNESS __________________ SEAL _________________

(Signature, Name and Address)

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FORM 9: APPROACH & METHODOLOGY

Please describe in not more than 10 pages approach & methodology including work plan (activity schedule in the form of bar chart) & tentative BOQ in accordance with drawing given in Section VI .

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FORM 10: FORMAT FOR PRICE BID

Sl.No

Description UnitValue of the Work

(Rs.)1 Value of the Work for Closure of dumpsite Lump sum

Total (in words)

Notes:1. The amount quoted above is inclusive of all taxes and duties excluding GST. GST will be paid to

the Contractor at applicable rates.

The Schedule of Payment shall be as follows:

Sl. No Description Milestone (T= Date ofsigning of

Agreement

% ofPaym

ent

1 Submission of detailed design and construction drawingsincluding implementation plan

T10%

2 Mobilization of resources at site as per approved designand construction drawings including implementationplan

15%

3 25% of area is recovered 10%4 50% of area is recovered 10%5 75% of area is recovered 10%6 100% of area is recovered 10%7 Supply of all liners 15%8 Installation of all liners 15%9 Completion of vegetative layer and landscaping 5%

Total 100%

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SECTION III: DRAFT CONTRACT AGREEMENT

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Draft Contract Agreement Format

This agreement, made the ___________________ day of ______________20_______,

Between

Kozhikode Municipal Corporation, established under the provisions of the Kerala MunicipalityAct, 1994, acting through its [●] having its principal offices at [●], Kerala [●] hereinafter referred toas “KMC or Employer”, which expression shall unless excluded by or repugnant to the context, bedeemed to include its successors and assigns;

AND

XYZ Private Limited, is a Company set up under the Companies Act, 2013, acting through its ChiefExecutive Officer, having its principal offices at [●], hereinafter referred to as “Contractor”,which expression shall unless excluded by or repugnant to the context, be deemed to include itssuccessors and assigns;

Collectively referred to as “Parties”, and individually as “Party”.

Whereas a. KMC is responsible for management of municipal solid waste in the city of Kozhikode, Kerala

including dumpsite of such waste within its municipal limit;

b. KMC has nominated KSIDC has its authorised nodal agency to procure the competentcontractor to execute the task of Rehabilitation of Municipal Solid Waste dumpsite atNjalianparambu Site (“Proposed Site”) in Kozhikode, Kerala vide the Memorandum ofUnderstanding entered between KMC and KSIDC dated________. ;

c. KSIDC, on behalf of KMC, has conducted a open and transparent process of selection of acontractor for rehabilitation of the proposed site and found M/s XYZ Private Limited haspreferred bidder for the said Work;

d. KMC now desirous that the Contractor execute Rehabilitation of Municipal Solid Wastedumpsite at Njalianparambu (hereinafter called “the Work”) and the KMC has accepted the Bidby the Contractor for the execution and completion of such Works and the remedying of anydefects therein.

NOW THIS AGREEMENT WITNESSETH as follows:1. In this Agreement, words and expression shall have the same meanings as are respectively

assigned to them in the Conditions of Contract hereinafter referred to, and they shall be deemedto form and be read and construed as part of this Agreement.

2. In consideration of the payments to be made by the Employer to the Contractor as hereinaftermentioned, the Contractor hereby covenants with the Employer to execute and complete theWorks and remedy any defects therein in conformity in all aspects with the provisions of theContract.

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3. The Employer hereby covenants to pay the Contractor in consideration of the execution andcompletion of the Works and the remedying the defects wherein the Contract Price or such othersum as may become payable under the provisions of the Contract at the times and in the mannerprescribed by the Contract.

4. The following documents shall be deemed to form and be read and construed as part of thisAgreement,viz.:i) Letter of Acceptance;ii) Contractor’s Bid;iii) Conditions of contract (including Special Conditions of Contract);iv) Specifications;v) Drawings;

In witness whereof the parties thereto have caused this Agreement to be executed the day and yearfirst before written.

The Common Seal of was hereunto affixed in the presence of:Signed, Sealed and Delivered by the said

in the presence of:

Binding Signature of Employer

Binding Signature of Contractor

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SECTION IV: CONDITIONS OF CONTRACT

Page | 40



SECTION I: CONDITIONS OF CONTRACT

Clause 1: General Conditions of ContractThe General condition of contract shall be read in conjunction with contracts specifications of work,drawings and any other documents forming part of this contract wherever the context so requires.Notwithstanding the subdivision of the documents into these separate sections and volumes every part ofeach shall be deemed to be supplementary to and complementary of every other part and shall be readwith and into the contract so far as it may be practicable to do so.

Where any portion of the general conditions of contract is repugnant to or at variance with any provisionof the special conditions of contract then, unless a different intention appears, the provisions of the specialcondition of contract shall be deemed to override the provision of the general conditions of contract andshall to the extent of such repugnancy, or variations, prevail.

The materials, design and workmanship shall satisfy the relevant Indian standard, the job specificationscontained herein and codes referred to. Where the job specification stipulate requirement in addition tothose contained in the standard codes and specifications, these additional requirements shall also besatisfied.

Clause 2: Grant of ContractSubject to and in accordance with the terms and conditions set forth in this Contract, KMC hereby grantsand authorizes the Contractor to investigate, study, engineer, finance and construct landfill cover and toexercise and/ or enjoy the rights, powers, benefits, privileges, authorizations and entitlements as set forthin this Contract.

Clause 3: Handover of SiteKMC shall, within 15 days from the Appointed Date, handover to the Contractor on as-is where- is basis,vacant and peaceful physical possession of the site free from encumbrance, for the purpose ofimplementing the project.

Clause 4: Rights, Title and Use of the Sitea) The Contractor shall have the right to the use of the site in accordance with the provisions of

this Contract and for this purpose; it may regulate the entry into and use of the same by thirdparties.

b) The site shall be and continue to be the property of KMC.c) The Contractor shall not, without the prior written approval of KMC, use the site for any

purpose other than for the purpose of the project and purposes incidental or ancillary thereto.d) The Contractor shall allow access to and use of the site for laying/ installing/ maintaining

telegraph lines, electric lines or for such other public purposes as KMC may specify.

Clause 5: Peaceful PossessionKMC hereby warrants that:a) The site together with the necessary right of way/way-leaves

(i) has been acquired through the due process of law(ii) belongs to KMC and is vested in KMC and that KMC has full powers to hold, dispose of

and deal with the same consistent, inter alia, with the provisions of this Contract and that

Page | 41



the Contractor shall, in respect of the site, have no liability regarding any compensationpayment on account of land acquisition or rehabilitation/ resettlement of any personsaffected thereby.

Clause 6: Contractor to obtain his own InformationThe Contractor for fixing his rate shall for all purposes whatsoever is deemed to have him independentlyobtained all necessary information for the purpose of preparing this Bid. The correctness of the details,given in the Bid document to help the Contractor to prepare the Bid is not guaranteed.

The Contractor shall be deemed to have examined the contract document, to have generally obtained hisown information in all matters whatsoever, that might affect the carrying out the works at the scheduledrates and to have satisfied himself to the sufficiency of the Bid. Any error in the description or omissionof quantity there from shall not vitiate the contract or release the Contractor from executing the workcomprised in the contract according to the drawings and specifications at the scheduled rates. He isdeemed to have known the scope, nature and magnitude of works and the requirement of material andlabour involved and as to what all works he has to complete in accordance with the contract documentwhatever be the defects, omission or errors that may be found in the contract document. The Contractorshall be deemed to have visited site surroundings to satisfy himself to the nature of all existing structure,if any and also as to the nature and condition of the roads, bridges and culvert, means of transportationand communication and to possible interruption thereto and the access from the site, to have madeinquiries, examined and satisfied himself as to the site for obtaining sand, stone, brick and other material,the sites for disposal of surplus material, the available accommodation as to wherever required depots andsuch other building as may be necessary for executing and completing the works, to have made localindependent enquiries as to the subsoil, subsoil water and variation thereof, storm, prevailing winds,climatic conditions and all other similar matter affecting these works. He is deemed to have acquaintedhimself as to his liability for payment of government taxes, custom duty and other charges.

Any neglect and failure on the part of Contractor in obtaining the necessary reliable information upon theforegoing or any other matter affecting the contract shall not relive him from any risk or liability or theentire responsibility from completion of work at the scheduled rate and time in accordance with thecontract document.

No verbal agreement or inference from conversation with any officer or employee of the corporationeither before or after the execution of the contract agreement shall in any way affect or modify any of theterms or obligation herein contained.

Clause 8: Security Deposit The Bidder whose Bid is accepted (hereinafter called the “Contractor” which shall, unless excluded by, orrepugnant to the context include his legal heirs, executors, administrators and assignees) shall submit aPerformance Security for a sum of rupees equivalent to 2% of the contract value of the Bid. The balancesecurity deposit after adjusting the EMD shall be deducted proportionately from the payments made tothe Contractor.

All compensation, liquidated damages or other sums or money payable by the Contractor to Governmentunder the terms of this contract shall be deducted from or recouped by the realisation of a sufficient partof his security deposit, or from any sums which may due or may become due by KMC to the Contractoron any account whatsoever and whether in respect of this contract, any other contract, or otherwise. In the

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event of his security deposit being reduced by reason or any such deduction or recoupment as aforesaid,the Contractor shall within ten days thereafter, make good in cash or in Government securities transferredas aforesaid any sum or sums required to make good the shortfall in the amount of the security deposit.

Clause 9: Liquidated damages for delayIf the Contractor fails to achieve the milestones as under contract by the stipulated date, he shall payliquidated damages of Rs.0.01% of the balance work of corresponding milestone per day from the date ofdelaying the said work up to the date of completion and handing over to KMC and shall be subject to themaximum amount of Five percentage of the estimated amount put to Bid.

Delays requiring payment of Five percentage liquidated damages of the amount put to Bid forperformance shall be sufficient cause for termination of contract and for forfeiture of performancesecurity deposit and registration of the Contractor shall also be kept in abeyance for three years from thedate as fixed in all cases.

Clause 10: Default by ContractorIf the Contractor shall neglect or fail to proceed with the work with due diligence or if he violates any ofthe provision of the Contract, the Engineer-in-charge of KMC shall give the Contractor a notice,identifying deficiencies in performance and demanding corrective action. Such notice shall clearly statethat it is given under the provision of this Clause. After service of such notice, the Contractor shall notremove any plant, equipment and material from the site. The KMC, shall have a lien on all such plant,equipment and material from the date of such notice till the said deficiencies have been corrected asmentioned in the said notice.

If the Contractor fails to take satisfactory corrective action within ten days after receipt of such notice, theEngineer-in-charge of KMC shall terminate the contract in whole. In case, the entire contract isterminated, the amount of security deposit together with the value of the work done but not paid for, shallstand forfeited to the KMC. The plants, equipment and materials, held under this Clause shall then be atthe disposal of the KMC to recover the amount equivalent to the liquidated damages and registration ofthe Contractor shall be kept in abeyance for three years from the date as fixed in all such cases.

The Engineer-in-charge if necessary shall direct that a part or the whole of such plant, equipment andmaterial be removed from the site within a stipulated period. If the Contractor fails to do so, the Engineer-in-charge shall cause them or any part of them to be sold holding the net proceeds of such sale to thecredit of the Contractor. After settlement of accounts, the lien by the KMC of the Contractor's remainingplant equipment and balances of materials shall be released.

Termination of the contract in whole shall be an adequate authority for the Engineer-in charge to demanddischarge of the obligations from the guarantors of the security for the performance.

Clause 11: Unsatisfactory progress by ContractorIf the progress of any particular portion of the work under contract is unsatisfactory, the Engineer-in-charge shall, notwithstanding that the general progress of the work is satisfactory, in accordance withClause 9 be entitled to take necessary action under Clause 10, after giving the Contractor ten days’ noticein writing and the Contractor shall have no claim whatsoever for any compensation for any loss caused tohim due to such action.

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Clause 12: Non-exercise of powers under Clause 10 not a waiver:In any case in which any of powers conferred upon the Engineer-in-charge by Clause 10 hereof shall havebecome exercisable and the same shall not have been exercised, the non-exercise thereof shall notconstitute waiver of any of the conditions hereof and such powers shall notwithstanding be exercisable atany future date.

Clause 13: Powers to seize tools, plants, machineries, materials and stores of the Contractor oninvocation of Clause 10:In the event of the Engineer-in-charge taking action under Clause 10, he may, if so desire, take possessionof all or any tools, plants, machineries, materials and stores in or upon the work or the site thereof orbelonging to the Contractor or procured by him and intended to be used for the execution of the work orany part thereof, by paying or allowing for the same in account at the contract rate or in case of contractrates not being applicable at such reasonable rates, as may be comparable to current market rates whereascertainable of similar articles and comparable condition, to be certified by the Engineer-in-charge.Alternatively, the Engineer-in-charge may by notice in writing to the Contractor or his clerk of the worksforeman or other authorised agent require him to remove such, tools, plants, machineries, materials orstores from the premises within a time to be specified in such notice and in the event of the Contractorfailing to comply with any such requisition, the Engineer-in-charge may remove them at the Contractor'sexpense or shall remove them by auction or private sale at the risk and cost of the Contractor in allrespects, and the certificate of the Engineer-in charge as to the expenses of any such removal and theamount of the proceeds and expenses of any such removal shall be final and conclusive against theContractor.

Clause 14: Extension of Time:If the Contractor shall desire an extension of the time for completion of the work on the ground of hishaving been unavoidably hindered in its execution or any other ground he shall apply in writing to theEngineer-in-charge before the expiration of the period stipulated in the Bid or before the expiration of 30days from the date on which he was hindered whichever is earlier and the Engineer-in-charge may, if inhis opinion, believe that there are reasonable grounds for granting an extension, grant such extension, ashe thinks necessary or proper. The decision of the Engineer-in-charge in this matter shall be final.

Clause 15: Final measurement and final bill on completion of workAs soon as the work is completed, the Contractor shall give a notice of such completion to the Engineer-in-charge and on receipt of such notice the Engineer-in-charge shall inspect the work and if he is satisfiedthat the work is completed in all respects then (i) The completion certificate shall be issued within one month from the date of the notice of work

completion subject to the Contractor fulfilling his obligation as provided in the contract andsubject to the work being complete in all respects.

When separate period of completion has been specified for items or groups of items, the Engineer-in-charge shall issue, separate completion certificate for such items or groups of items.

No certificate of completion shall be issued nor shall the work be considered to be complete till theContractor shall have removed from the premises, on which the work has been executed, all scaffoldings,sheds and surplus materials, except such, as are required for rectification of defects; rubbish and all hutsand sanitary arrangements required for his workmen on the site in connection with the execution of thework, as shall have been erected by the Contractor for the workmen and cleared all dirt from all parts ofbuilding(s) in, upon or around which the work has been executed or of which he may have possession for

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the purpose of the execution thereof and cleared floors, gutters and drains, cased doors and sashes, oiledlocks and fastenings labeled keys clearly and handed them over to the Engineer-in-charge or hisrepresentative and made the whole premises fit for immediate occupation or use to the satisfaction of theEngineer-in-charge. If the Contractor shall fail to comply with any of the requirements, of theseconditions as aforesaid, on or before the date of completion of the works, the Engineer-in-charge may, atthe expense of the Contractor, fulfill such requirements and dispose of the scaffolding, or surplusmaterials and rubbish, as he thinks fit and the Contractor shall have no claim in respect of any suchscaffolding or surplus materials, except for any sum actually released by the sale thereof less the cost offulfilling the requirements and any other amount that may be due from the Contractor. If the expenses offulfilling such requirements are more than the amount realized from such disposal as aforesaid theContractor shall forthwith, on demand, pay such excess. The Engineer-in-charge shall also have the rightsto adjust the amount of excess against any amounts that may be payable to the Contractor.

Clause 16: Intermediate and final payments:The Contractor shall on submitting an intermediate bill be entitled to receive payment proportionate to thepart of the work then approved and passed by the Engineer-in-charge, whose certificate of such approvaland passing of the sum so payable shall be final and conclusive against the Contractor. All suchintermediate payments shall be regarded as payments by way of advance against the final payments onlyand not as payments for work actually done and completed and shall not preclude the Engineer-in-chargefrom requiring bad, unsound, imperfect or unskilled work to be removed and taken away andreconstructed, or re-erected, nor shall any such payment be considered as an admission of the dueperformance of the Contractor or any part therefore in any respect or the accruing of any claims, nor shallit conclude, determine, or affect in any way the power of the Engineer-in-charge as to the final settlementand adjustment of the accounts or otherwise or in any other way vary or effect the contract. The final billshall be submitted by the Contractor within one month of the completion of the work, otherwise theEngineer-in-charge's certificate of the measurements and of the total amount payable for the work shall befinal and binding on all parties.

Clause 17: Payment at reduced rates:The rates for items of works shall be valid only when the items concerned is accepted as having beencompeted fully in accordance with the sectional specifications, In cases where the items of work areaccepted as not so completed, the Engineer-in-charge may make payment on account of such items atsuch reduced rates as he may consider reasonable in preparation of final or on account bill.

Clause 18: Bills to be submitted on achieving each milestone:A bill shall be submitted by the Contractor upon achieving a milestone and Engineer-in-charge shall takeor cause to be taken the requisite measurement for the purpose of having the same verified and the claim,so far as it is admissible, shall be adjusted, if possible, within ten days from the presentation of the bill.

Clause 19: Bills and rates payable:The Contractor shall submit all the bills on the printed forms at the office of the Engineer-in-charge. Thecharges to be made in the bills shall always be entered at the rates specified in the agreement or at thepartly reduced rates subject to the approval by the Engineer-in-charge. In the case of Items notcompleted/executed as per agreements or in the case of any extra work ordered in pursuance of theseconditions and not mentioned or provided for in the Bid, at the rate here in after provided for such work.

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Clause 20: Drawings, Designs, Instructions of the Engineer in-charge and specifications, order ofprecedence in case of discrepancies1) The Contractor shall execute the whole and every part of the work in the most substantial and

workman-like manner and both as regards materials and in other respects in strict accordancewith specifications.

2) The Contractor shall also conform exactly, fully and faithfully to the design, drawings andinstructions developed by the Contractor and approved by the Engineer-in-charge in writing forthe work assigned. The design and the drawings shall be made available with the Engineer-in-charge the three (3) sets free of cost for the purpose of approvals and future reference.

Where the instructions referred to above are not contained in separate letters addressed to the Contractorthe same shall be recorded in the work-order book, which shall be maintained and kept on the site of thework. The Contractor shall be required to sign such entries in the work-order book in token of havingnoted the instructions. However, if the Contractor fails to sign the work-order book for any reasonwhatsoever, the entry of the instructions in the work-order book shall be deemed to be the due notice tohim of the said instructions. The work-order book shall be open for inspections to the Contractor on thesite of the work during office hours.1) The Contractor will be entitled to receive one copy of the accepted Bid along with the work

order free of cost.2) The several documents forming the contract are essential parts of the contract and requirements

occurring in one is binding as through occurring in all. They are intended to be mutuallyexplanatory and complimentary and to describe and provide for a complete work.

In the event of any discrepancy in the several documents, the following order of precedence should apply:1. Bill of Quantities developed by the Bidder and approved by Engineer-in-charge2. Drawings developed by the Bidder and approved by the Engineer-in-charge3. Specifications in Special Condition of Contracts

In the case of defective description or ambiguity, the Engineer-in-charge is entitled to issue furtherinstructions directing in what manner the work is to be carried out. The Contractor cannot take anyadvantage of any apparent error or omission in drawings or specifications and the engineer-in-chargeshall be entitled to make corrections and interpretations as necessary to fulfill the plans and specification.

Clause 21: Excess over Bid quantities, extra items and variations:1) The Engineer-in-charge shall have the power to make any alterations in or addition to the

original specifications, drawings, designs and instructions that may appear to him to benecessary or advisable during the progress of the work and the Contractor shall be bound tocarry out the work in accordance with any instructions in this connection which may be given tohim in writing signed by the Engineer-in-charge and such alternation shall not invalidate thecontract and any additional work which the Contractor may be directed to do in the mannerabove specified as part of the work shall be carried out by the Contractor on the same conditionsin all respects on which he agreed to do the main work and at the same rate as are specified inthe Bid for the main work.

2) Except that when the quantity of any item exceeds the quantity as in the Bid by more than 15%the Contractor will be paid for the quantity in excess of 15% at the rate entered in the S.O.R. ofthe year during which the excess in quantity is first executed and for the materials consumed in

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excess quantity the rate for the materials to be charged would be the basic rate taken intoaccount for fixing the rate for the S.O.R.

3) If the additional or altered work includes any class of work for which no rate is specified in thiscontract, then such class of work shall be carried out.(i) At the rate derived from the item within the contract which is comparable to the one

involving additional or altered class of work; where there are more than one comparableitems, the item of the contract which is nearest in comparison with regard to class orclasses of the work involved shall be selected and the decision of the SuperintendingEngineer as to the nearest comparable item shall be final and binding on the Contractor.

(ii) If the rate cannot be derived in accordance with (i) above, such class of works shall becarried out at the rate entered in the Schedule of Rates of the Division for the year inwhich the Bid was received, increased or decreased by the percentage by which the Bidamount is more or less as compared to the amount arrived at the rates in the "Schedule ofRates" of the Division in the year in which the Bid was received. If the Schedule of ratesof the Division does not contain all the items, the percentage increase or decrease of theBid shall be calculated considering such items which were included in the "Schedule ofRates" of the Division for the year and for materials consumed on such item the rate to becharged would be the basic rate taken into account for fixing the rate in S. O. R. referredto above.

(iii) If it is not possible to arrive at the rate from (i) and (ii) above, such class of work shall becarried out at the rate decided by the competent authorities on the basis of detailed rateanalysis after hearing the Contractor before a Committee of two superintending Engineersstationed at the same place or the nearest place.

4) If the additional or altered work, for which no rate is entered in the "Schedule of Rates" of theDivision is ordered to be carried out before the rate is agreed upon, then the Contractor shallwithin seven days of the date of receipt by him of the order to carry out the work, inform theEngineer-in-charge of the rate, which it is his intention to charge for such class of work and ifthe Engineer in charge does not agree to this rates, he shall by notice in writing be at liberty tocancel his order to carry out such class of work and arrange to carry it out in such manner as hemay consider it advisable, provided always that if the Contractor shall commence work or incurany expenditure in regard thereof before the rates shall have been determined as lastly hereinbefore mentioned, then in such cases he shall only be entitled to be paid ;In respect of the workcarried out or expenditure incurred by him prior to the date of the determination of the rate asaforesaid according to such rate or rates as shall be fixed by the Engineer-in-charge. In the eventof the dispute, the decision of the Superintending Engineer shall be final.

Where, however, the work is to be executed according to the designs, drawings and specificationsrecommended by the Contractor and accepted by the competent authority, the alternation above referredto shall be within the scope of such designs, drawings and specifications appended to the Bids.

The time limit for the completion of the work shall be extended in the proportion that the increase in thecost occasioned by alternations bears to the cost of the original contract work and the certificate of theEngineer-in-charge as to such proportion shall be final and conclusive.

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Clause 22: No claim for any payment of compensation for change or restriction of workIf at any time after the execution of the contract documents the Engineer-in-charge shall for any reasonwhatsoever, require the whole or part of the work, as specified in the Bid, be stopped for any period orshall not require the whole or part of the work to be carried out at all or to be carried out by theContractor, he shall give notice in writing, stating the fact to the Contractor who shall thereupon suspendor stop the work totally or partially, as the case may be. In any such case, except as provided hereunder,the Contractor shall have no claim to any payment or compensation whatsoever except as providedhereunder on account of any profit or advantage which he might have derived from the execution of thework in full but which he did not so derive in consequence of the full amount of the work not having beencarried out, or on account of any loss that he may be put to on account of materials purchased or agreed tobe purchased or for unemployment of labour required by him. He shall not have also any claim forcompensation by reason of any alterations having been made in the original specifications, drawings,designs and instructions which may involve any curtailment of the work as originally contemplated.(1) However, the Contractor will be entitled for compensation for loss, if any on the date of notice,

for the purchased materials or for the contract executed for the material to be purchased for suchwork. Such compensation will be paid only for actual loss for materials, if such materials sopurchased or agreed to purchase is of required quantity/ quality and was purchased / contractedto be purchased only for the same work. But no compensation shall be granted to Contractor onmaterial for which advance has been given to Contractor by KMC. The amount of loss for suchclaim will be decided by Engineer-in-charge.

(2) The Contractor also will be entitled for compensation of unemployed labourers for 7 days fromthe date of notice provided that in that opinion of Engineer-in-charge such labourers wereworking for 7 days prior to the notice and would not be in a position to get employmentelsewhere within 7 days from the date of such notice. The Contractor should try to employ suchunemployed labourers at other places from the date of such notice. The Contractor shall not beentitled for loss of any expected profit of such work.

Clause 23: Time limit for unforeseen claimsThe Contractor shall not be entitled to any compensation from KMC on any account unless whereallowed by the conditions of this contact. In such cases, the Contractor shall have to submit a claim inwriting to the Engineer-in-charge within one month of the cause of such claim occurring.

Clause 24: Action & compensation in case of bad workIf, at any time before the expiry of Defects Liability period as detailed in Clause 25, it shall appear to theEngineer-in-charge or his sub-ordinate in charge of the work that any work has been executed unsound,imperfect or unskilled workmanship or with materials of inferior quality or that any materials or articlesprovided by him for the execution of the work are unsound, or of a quality inferior to that contracted foror are otherwise not in accordance with the contract, it shall be lawful for the Engineer-in-charge tointimate this fact in writing to the Contractor and then notwithstanding the fact that the work, materials orarticles complained of may have been passed, certified and paid for the Contractor shall be boundforthwith to rectify, or remove and reconstruct the work so specified in whole or in part as the case mayrequire, or if so required, shall remove the materials or articles so specified in whole or in part andprovide other proper and 'suitable materials or articles at his own charge and cost, and in the event of hisfailing to do so within a period to be specified by the Engineer-in charge in the written intimationaforesaid, the Contractor shall be liable to pay compensation at the rate of one percent on the amount ofthe estimate of the rectification for every day not exceeding ten days during which the failure socontinues, and in the event of any such failure as aforesaid continuing beyond ten days, the Engineer-in-

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charge may rectify or remove, and re-execute the work or remove and replace the materials complained ofas the case may be at the risk and expense in all respects of the Contractor. Should the Engineer-in-chargeconsider that any such inferior work or materials as described above may be accepted or made use of, itshall be within his discretion to accept the same at such reduced rates as he may fix therefore.

However, the Contractor shall be responsible for normal maintenance of the work till the final bill for thework is prepared by the Employer.

Clause 25: Defects Liability PeriodThe Contractor shall be responsible to make good and remedy at his own expense any defect, which maydevelop or may be noticed before the period mentioned hereunder from the certified date of completion.The same should be done within 15 days of receipt of the notice. In the case of failure on the part of theContractor, the Engineer-in-charge may rectify or remove or re-execute the work at the risk & cost of theContractor. The Engineer-in-charge shall be entitled to appropriate the whole or any part of the amount ofsecurity deposit towards the expenses, if any, Incurred by him in rectification, removal or re-execution.The Defects Liability period shall be 12 months from the certified date of completion, which shouldinclude one monsoon.

Clause 26: Work to be open to inspections - Contractor or responsible agent to be presentAll works under or in course of execution or executed in pursuance of the contract shall, at all times beopen to the inspection and supervision of the Engineer-in-charge and his subordinates and the Contractorshall, at all times during the usual working hours, and all other times for which reasonable notice of theintimation of the Engineer-in-charge or his subordinate to visit the works shall have been given to theContractor, either himself be present to receive orders and instructions or have a responsible agent dulyaccredited in writing present for that purpose. Orders given to the Contractor's duly authorized agent shallbe considered to have the same force and effect as if they had been given to the Contractor himself.

Clause 27: Notice to be given before work is covered upThe Contractor shall give not less than five days’ notice in writing to the Engineer-in-charge or hissubordinate in charge of the work before covering up or otherwise placing beyond the reach ofmeasurement any work in order that the same may be measured and correct dimensions there of takenbefore the same is so covered up or placed beyond the reach of measurement and if any work shall becovered up or placed beyond the reach of measurement without such notice having been given or consentobtained, the same shall be uncovered at the Contractor's expense and in default thereof, no payment orallowance shall be made for such work or for the materials with which the same was executed.

Clause 28: Damage to contract work-in-progress and damages to surrounding properties:If the Contractor or his workmen, or servants shall break, deface, injure or destroy any part of thebuilding or the work in question in/ on which they may be working or any building, road, fence, enclosureor grassland or cultivated ground contiguous to the premises on which the works or any part thereof isbeing executed or if any damage shall be done to the work ' from any cause whatever before damageoccurred/caused due to normal flood or rain or if any imperfections become apparent in it within threemonths from the grant of a certificate of completion, final or otherwise by the Engineer-in-charge, theContractor shall make good the same at own expenses or in default, the Engineer-in-charge may cause thesame to be made good by other Contractor, and deduct the expenses (of which the certificate of theEngineer in- charge shall be final) from any sums that may thereafter become due to the Contractor orfrom his security deposit or the proceeds of sale thereof or a sufficient portion thereof.

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Clause 29: Damages due to acts of God and unprecedented floodsNeither party shall be liable to the other for any loss or damage occasioned by or arising out of acts ofGod, such as Unprecedented flood, Volcanic eruption, earthquake or other convulsion of nature and otheracts such as but not restricted to general strike, invasion, the acts of foreign countries, hostilities, or warlike operations before or after declaration of war, rebellion, military or Usurped power which preventperformance of the contract and which could not have been foreseen or avoided by a prudent person.

Note: "Unprecedented flood" means the flood crossing the High Flood Level of the past 100 year(s)which is on the available record.

Clause 30: Contractor to supply plant, ladders, scaffolding etc. and is liable for damage arisingfrom non-provision of lights, fencing etc.:The Contractor shall supply at his own cost all materials plant, tools, appliances, implements, ladders,cordage, tackle, scaffolding, and any temporary works which may be required for the proper execution ofthe work whether in the original, altered or substituted form and whether included in the specifications, orother documents forming part of the contract or referred to in these conditions or not and which may benecessary for the purpose of satisfying or complying with requirements of the Engineer- in-charge as toany matter or to which under these conditions he is entitled to be satisfied or which he is entitled torequire together with carriage there for to and from the work. The Contractor shall provide all necessaryfencing and lights required to protect the public from accident.

Clause 31: The Contractor shall provide suitable scaffolds and working platforms, gangways andstairways, etc.The Contractor shall provide suitable scaffolds and working platforms, gangways and stairways, and shallcomply with the following regulations in connection therewith.a) Suitable scaffolds shall be provided for workmen for all works that cannot be safely done from

a ladder or by other means.b) A scaffold shall not be constructed, taken down or substantially altered except - (i) Under the

supervision of a competent and responsible person. (ii) appointed by Contractor and bycompetent workers possessing adequate experience in this kind of work.

c) All scaffolds and appliances connected the with and all ladders shall – (i) be of sound material(ii) be of adequate strength having regard to the loads and strains to which they will besubjected, and, (iii) be maintained in proper condition

d) Scaffolds shall be so constructed that no part thereof can be displaced in consequence of normaluse.

e) Scaffolds shall not be overloaded and so far as practicable the load shall be evenly distributed.f) Before installing the lifting gear on scaffolds, special precaution shall be taken to ensure the

strength and stability of the scaffolds. g) Scaffolds shall be periodically inspected by a competent person.h) Before allowing a scaffold to be used by his workmen, the Contractor shall, whether the

scaffold has been erected by his workmen or not, take steps to ensure that it complies fully withthe regulation herein specified.

i) Working platforms, gangways shall (i) be so constructed that no part thereof can dag unduly orunequally, (ii) be so constructed and maintained having regard to the prevailing conditions as toreduce as far as practicable risks of persons tripling or slipping and (iii) be kept free from anyunnecessary obstruction.

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j) In the case of working platforms, gangways working places and stairways at a height exceeding2.00 metre (to be specified) (i) every working platform and every gangway shall be closelyboarded unless other adequate measures are taken to ensure safety. (ii) every working platformand every gangway shall have adequate width, and (iii) every working platform, gangway,working place and stairway shall be suitably fenced.

k) Every opening in the floor of a building or in a working platform shall, except for the time andto the extent required to allow the access of person or the transport or shifting of materials. beprovided with suitable means to prevent the fall of persons or material.

l) When persons are employed on a roof where there is danger of falling from a height exceeding3.00 (to be specified) meters suitable precaution shall be taken to prevent the fall of persons ormaterial.

m) Suitable precautions shall be taken to prevent persons being struck by articles which might fallfrom scaffold or other working places.

n) Safe means of access shall be provided to all working platforms and other working places.

Clause 32: Hoisting AppliancesThe Contractor shall comply with the following regulations as regards the hoisting appliances to be usedby him.

Hoisting machines and tackle including their attachments, anchorages and supports shall (i) be of goodmechanical construction, sound material and adequate strength and free from patent defect, and (ii) bekept in good repair and in working order.a) Every rope used in hoisting or lowering materials or as a means of suspension shall be of

suitable quality and adequate strength and free from patent defect.b) Hoisting machines and tackles shall be examined and adequately tested after erection on the site

and before use and be re-examined in position at intervals to be prescribed by Engineer-in-charge.

c) Every chain, ring, hook, shackle, swivel and pulley block used in 'hoisting or lowering materialsor as a means of suspension shall be periodically examined.

d) Every crane driver or hoisting - appliance operator shall be properly qualified,e) No person who is below age of 15 years shall be in control of any hoisting machine, including

any scaffolds, nor shall give signals to the operator.f) In the case of every hoisting machine and of every chain ring hook shackle, swivel and pulley

block used in hoisting or lowering or as a means of suspension the safe working load shall beascertained by adequate means.

g) Every hoisting machine and all gears referred to in preceding regulation shall be plainly markedwith the safe working load.

h) In the case of hosting machine having a variable safe working load, each safe working load andconditions under which it is applicable shall be clearly indicated.

i) No part of any hoisting machine or gear referred to in regulation 'g' above shall be loadedbeyond the safe working load except for the purpose of testing.

j) Motors, gears, transmissions, electric wiring and other 'a. dangerous parts of hoisting appliancesshall be provided with sufficient safeguards.

k) Hoisting appliances shall be provided with such means as will reduce to a minimum the risk ofthe accidental descent of the load.

l) Adequate precautions shall be taken to reduce to minimum the risk of any part of a suspendedload becoming accidentally displaced.

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Clause 33: Measures for prevention of FireThe Contractor shall not set fire to any standing jungle, trees, bush wood or grass without a written permitfrom the Engineer-in-charge. When such permit is given, and also in all cases when destroying cut or dugup tress, bush wood, grass etc. by fire, the Contractor shall take necessary measures to prevent such firespreading to or other-wise damaging surrounding property. When such permit is given, and also in allcases when destroying cut or dug up tress, bush wood, grass etc. by fire, the Contractor shall takenecessary measures to prevent such fire spreading to or otherwise damaging surrounding property.

Clause 34: Liability of Contractors for any damages done in or outside work areaCompensation for all damage done intentionally or unintentionally by Contractor's labourers whether inor beyond limits of KMC property including any damage caused by the spreading of fire mentioned in theClause 33, shall be estimated by the Engineer-in-charge, or such other Officer as he may appoint and theestimates of the Engineer-in-charge, shall be final and the Contractor shall be bound to pay the amount ofthe assessed compensation on demand, failing which the same will be recovered from the Contractor asdamages in the manner prescribed in Clause 8 or deducted by the Engineer-in-charge from any sums thatmay be due or become due from KMC to the Contractor under this contract or otherwise.

The Contractor shall bear the expenses of defending any action or other legal proceeding that may bebrought by any person for injury sustained by him owing to neglect of precautions to prevent the spreadof the fire and he shall also pay the damages and cost that may be awarded by the court in consequence.

Clause 35: Work not to be subletContract may be rescinded and security deposit forfeited for subletting it without approval or for bribing apublic officer or if Contractor becomes insolvent: The contract shall not be assigned or sublet without thewritten approval of the Engineer-in-charge. And if the Contractor shall assign or sublet his contract orattempt to do so or become insolvent or commence any proceeding to get himself be adjudicated aninsolvent or make any compromise with his creditors or attempt to do so, the Engineer-in-charge may, bynotice in writing rescind the contract, Also if any bribe, gratuity, gift, loan, perquisite, reward oradvantage, pecuniary or otherwise, shall either directly or indirectly be given, promised or offered by theContractor, or any of-his servants or agents to any public officer or person in the employ of KMC inanyway relating to his office or employment, or if any such officer or person shall become in any waydirectly or indirectly interested in contract, the Engineer-in charge may thereupon by notice in writingrescind the contract. In the event of contract being rescinded, the security deposit of the Contractor shallthereupon stand forfeited and be absolutely at the disposal of KMC and the same consequence shallensure as if the contract had been rescinded under Clause 10 hereof and in addition the Contractor shallnot be entitled to recover or be paid for any work there for actually performed under the contract.

Clause 36: Sums payable by way of compensation to be considered as reasonable compensationwithout reference to actual loss:All sums payable by a Contractor by way of compensation under any of these conditions shall beconsidered as a reasonable compensation to be applied to the use of KMC without reference to the actualloss or damage sustained and whether any damage has or had not been sustained.

Clause 37: Change in the constitution of firm to be notified:In the case of a Bid by partners, any change in the constitution of a firm shall be forthwith notified by theContractor to Engineer-in-charge for his information.

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Clause 38: Works to be under directions of Chief Engineer/ Engineer in charge:All works to be executed under the contract shall be executed under the direction and subject to theapproval in all respects of Chief Engineer/Engineer in charge of KMC for the time being, who shall beentitled to direct at what point or points and in what manner they are to be commenced and from time totime carried on.

Clause 39: Disputes to be referred to Tribunal:1. The disputes relating to this contract, so far as they relate to any of the following matters,

whether such disputes arise during the progress of the work or after the completion orabandonment thereof, shall be referred to the Arbitration Tribunal as notified by KMC.(i) The rates of payment under Clause 13 for any tools, materials and stores, in or upon the

works of the site thereof or belonging to the Contractor or procured by him and intendedto be used for execution of the work or any part thereof possession of which may havebeen taken by the Engineer-in-charge under the said Clause - 13.

(ii) The reduction in rates made by the Engineer-in-charge under Clause 9 from the items ofworks not accepted as completed fully in accordance with the sanctioned specifications.

(iii) The rate of payment for any class of work which is included in the additional or alteredwork carried out by the Contractor in accordance with the instructions of the Engineer-in-charge under Clause 21 and the rates for which is to be determined under the said Clause21.

(iv) The rates of payment for materials already purchased or agreed to be purchased by theContractor before receipt of notice given by the Engineer-in-charge under Clause 15,and/or the amount of compensation payable to the Contractor under the said Clause forloss in respect of such materials.

(v) The amount of compensation which the Contractor shall be liable to pay under Clause 24in the event of his failure to rectify, remove or reconstruct the work within the periodspecified in the written intimation or the amount of expenses incurred by the Engineer-in-charge under the said Clause 24 in rectifying, removing or re-executing the work or inremoving and replacing the materials or articles complained of.

(vi) The reduction of rates as may be fixed by the Engineer-in-charge under Clause 24 for theinterior work or materials as accepted or made use of.

(vii) The amount of compensation payable by the Contractor for damages as estimated andassessed under Clause 34.

(viii) The amount payable to the Contractor for the work carried out under Clause 41 inaccordance with the instructions and the requirements of the Engineer-in-charge in a casewhere there are no specifications.

2. The provision of Arbitration Act, shall in so far as they are inconsistent with the provision ofthis Act cease to apply to any dispute arising from a works contract and all arbitrationproceedings in relation to such dispute before an arbitrator, court of authority shall standtransferred to the Tribunal.

3. The awards declared by the arbitrator should be speaking award, giving reasons and calculationsfor every item of claims. The decision will have to be implemented by all the departments of theState Govt. and Public Sector Enterprises of Kerala.

4. In case of dispute leading to the Contractor or Govt. of Kerala approaching to Court of Law, itshall be within the jurisdiction where the site of work is situated.

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5. The reference to arbitration proceeding under this Clause shall not (i) affect the right of theEngineer-in-charge under Clause 13 to take possession of all or any tools plants, materials andstores in or upon the works of site thereof belonging to the Contractor or procured by him andintended to be used for the execution of the work or any part thereof. (ii) Preclude the Engineer-in-charge from utilising the materials purchased by the Contractor in any work or fromremoving such materials to other places, during the period the work is stopped or suspended inpursuance of notice giver to the Contractor under Clause 22. (iii) Entitle the Contractor to stopthe progress of the work or the carrying out the additional or altered work in accordance withthe provisions of Clause 21 or as the case may be, of Clause 41.

Clause 40: Lump sum in estimatesWhen the estimate on which a Bid is made includes lump sum in respect of part of the work, theContractor shall be entitled to payment in respect of the items of work involved or the part of the work inquestion at the same rates as are payable under this contract for such items, or if the part of the work inquestion is not in the opinion of the Engineer-in-charge capable of measurement, the Engineer-in-chargemay, at his discretion, pay the lump sum amount entered in the estimate and the certificate in writing ofthe Engineer-in-charge shall be final and conclusive against the Contractor with regard to any sum orsums payable to him, under the provisions of this Clause.

Clause 41: Action where there are no specificationsIn the case of work for which there is no such specification, such work shall be carried out in accordancewith the Divisional Specification and in the event of there being no Divisional Specifications, then, insuch case the work shall be carried out in all respects in accordance with the instructions andrequirements of the Engineer-in-charge.

Clause 42: Definition of workThe expression "work" or "works" where used in these conditions shall, unless, there be something in thesubject or context repugnant to such construction be construed to mean the work, or the works, contractedto be executed under or in virtue of the contract. Whether temporary or permanent and whether original,altered, substituted or additional.

Clause 43: Compensation under the Workmen's Compensation Act:The Contractor shall be responsible for paying compensation to his workman payable under theWorkmen's Compensation Act. 1923 (VIU of 1923, hereinafter called the said Act) for injuries caused tothe workmen, if such compensation is paid by KMC as principal under sub section 12(1) of the said Acton behalf of the Contractor it shall be recoverable by KMC from the Contractor under sub-section. 12 (2)of the said section. Such compensation shall be recovered in the manner laid down in Clause 8 above.

Clause 44: Medical aid to worker for bodily injuryThe Contractor shall be responsible for and shall pay the expenses of providing medical aid to anyworkmen who may suffer a bodily injury as a result of an accident If such expenses are incurred by KMC,the same shall be recoverable from the Contractor for with and be deducted, without prejudice to anyother remedy of KMC from amount due or that may become due to the Contractor.

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Clause 45: Personal safety equipment and first aid apparatus The Contractor shall provide all necessary personal safety equipment and first aid apparatus available foruse of the person employed on the site and shall maintain the same in suitable condition for immediateuse at any time.

Clause 46: Quantity AnalysisThe quantities shown in the Bid are approximate and no claim shall be entertained for quantities of workexecute being less than those entered in the Bid. In the case quantities by more than 30 % the new ratewill be paid to the Contractor for the quantities in excess of 30%. The rates for the increased quantities asaforesaid will be fixed in the manner specified in Clause 21.

Clause 47: Delay in startingNo compensation shall be allowed for any delay caused in the starting of the work or account of delay inmaking available the full site of land at a time.

Clause 48: Delay in ExecutionNo claim for compensation shall be allowed for any delay in execution of the work on account of waterstanding in borrow pits or compartment. The rates are inclusive of hard or cracked soil, excavation inmud, sub soil water or water standing in borrow-pits and no claim for an extra rate shall be entertainedunless otherwise expressly specified.

Clause 49: Entering upon or commencing any portion or workThe Contractor shall not enter upon or commence any portion or work except with the written authorityand instruction of the Engineer-in-charge or of his subordinate in charge of the work. Failing suchauthority, the Contractor shall have no claim to ask measurement of or payment for work.

Clause 50: Minimum age of person employedNo Contractor shall employ any person who is under the age of 15 years.

Clause 51: Payment of fair wagesThe Contractor shall pay fair and reasonable wages to the workman employed by him in the contractundertaken by him. In the event of any dispute arising between the Contractor and his workmen on thegrounds that the wages paid are not fair and reasonable, the dispute shall be referred without delay to theEngineer-in-charge who shall decide the same. The decision of the Engineer-in-charge shall be conclusiveand binding on the Contractor, but such decision shall not in any way affect the conditions in the contractregarding the payment to be made by KMC at the sanctioned Bid rates.(i) The Contractor shall provide drinking water facilities to the workers / labourers employed on

works. Amenities relating to sanitation shall also be provided to the workers/ labourersemployed on works. If the Contractor fails to comply with 'these provisions’, the Engineer-in-charge shall give notice in writing and if the Contractor does not provide this facility to theworkers/ labourers within a period of ten days from the date of the notice in writing, theEngineer-in-charge shall thereupon make the arrangement for drinking water at the cost of theContractor.

(ii) The Contractor shall provide the amenity of proper shade and shelter to the workers/ labourersand their children on work as soon as the work starts. If the Contractor fails to provide shed andshelter, the Engineer-in-charge shall provide the same at the cost of Contractor.

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Clause 52: Method of paymentPayment to Contractor shall be made by means of NEFT/RTGS transfer to the account of the contractoror cheque drawn on any treasury within the division convenient to them, provided the amount exceedsRs.10 (Amount not exceeding Rs.10 will be paid in cash).

Clause 53: Rates exclusive of GSTThe rates to be quoted by the Contractor must be inclusive of all applicable taxes except GST. GST ifapplicable shall be paid extra. No extra payment on this account will be made to the Contractor.

Clause 54: Fair WagesIf the Contractor fails to pay within '7' (Seven) days to the labourer(s)/worker(s) the minimum wagesprescribed by the KMC under the Minimum Wages Act, 1948 as in force from time to time, the Engineer-in-charge shall be at liberty to deduct the amount payable to the labourer(s)/workers from his(Contractors') bills or deposit(s) payable by the Contractor after making due inquiries and establishing theclaim(s) of the labourer(s)/worker(s).

Clause 55: List of MachineryThe Contractors shall also give a list of machineries in his possession and which they propose to use onthe work.

Clause 56: Local labour on normal rates The Contractor shall have to engage local labour and person seeking available on normal rate.

Clause 57: Vaccination of labour The Contractor shall employ only such labour who shall produce a valid certificate of having beenvaccinated against small pox within a period of last three years.

Clause 58: Worker AmenitiesDrinking water: The Contractor shall as far as possible provide an adequate supply of chlorinated purepotable drinking water for the use of labourers. This provision shall be at the rate of minimum 4.5 litersper head, where there is a suitable drain, river or well within 0.4 kms of the camp. However, arrangementshould as far as possible, be made to chlorinate water by chlorinated tablets before it is allowed fordrinking purpose.

Toilet facility: The Contractor shall construct semi-permanent latrines for the use of labourers on thefollowing scale, namely; (a) Where females are employed, there shall be at least one latrine for every 25females (b) Where males are employed, there shall be at least one latrine for every 25 males provided thatwhere the number of males or female exceed 100, it shall be sufficient if there is one latrine for every 25males or females, as the case may be up to the first 100 and one for every 50 thereafter.

Privacy in latrines: Every latrine shall be under cover and so partitioned off as to secure privacy, andshall have a proper door and fastenings.

Notice to be displayed outside latrines and urinals: Where workers of both sexes are employed there shallbe displayed outside each block of latrine and urinal a notice in the language understood by the majority

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of the workers for Men Only or for Women Only: as the case may be. The notice shall also bear thefigures of a man or of women, as the case may be.

Urinals: There shall be at least one urinal for male/female workers up to 50 employed at a time. Providedthat where the number of male or female workmen, as the case may be, exceeds 500. It shall be sufficientif there is one urinal for every 50 males or females up to the first 500 and one for every 100 males orfemales or part thereof.

Latrines and Urinals to be accessible: (i) The latrines and urinals shall be conveniently situated andaccessible to workers at all times at the establishment. (ii) The latrines and urinals shall be adequatelylighted and shall be maintained in a clean and sanitary condition at all times (iii) Latrines and urinalsother than those connected with a flush sewage system shall comply with the requirements of the PublicHealth Authorities. Water for latrines and urinals: Water shall be provided by means of pipes or tanks orotherwise, so also be conveniently accessible in or near the latrines and urinals. Bathing and washingplaces: (1) the Contractor shall construct sufficient number of bathing places; every unit of 20 personsbeing provided with a separate bathing place. 12) Washing places should also be provided for thepurposes of washing clothes. Every unit of 30 persons shall have at least one washing place. (3) suchbathing and washing places should be suitably screened and separate places provided for male and femaleworkers. (4) Such facilities shall be conveniently accessible and shall be kept in clean and hygieniccondition.

Drainage: The Contractor shall make sufficient arrangement for draining away the sewerage water aswell as water from the bathing and washing places and shall dispose off this waste water in such a way asnot to cause nuisance. The Contractor should obtain a permission from the Kerala Pollution ControlBoard, if water is so be drained in river or near the well. The Contractor would put malarial oil once in aweek in stagnant water round about the residence.

Medical facilities: The Contractor shall engage a medical officer with a traveling dispensary for a camphaving 500 or more persons if there is no Government or other private dispensary situated within 6 kmfrom the camp.

Conservancy and cleanliness: The Contractor shall provide the necessary staff for effecting thesatisfactory conservancy and cleanliness of the camp to the satisfaction of the Engineer-in-charge. Atleast one sweeper per 200 persons should be engaged. Conservancy staff should dump refuge in compostpit, away from the labour camp.

Health Provisions: The District Health Officer of the District or the Deputy Director of Health Servicesshall be consulted before opening a labour camp and his instructions on matters, such as the water supply,sanitary convenience, the camp-site, accommodation and food supply shall be followed by the Contractor.

Precautions against epidemic: (a) The authorities in charge of the colonies should get the labourers;inoculated against cholera and plague and Vaccinated against smallpox at the time or recruitment, If theyare not inoculated or vaccinated within 6 months or 3 years respectively prior to the date of recruitment.(b) When, in any labour camp there is an epidemic disease or is threatened with such an outbreak, theauthorities in charge of the labour camps should ensure that all the inmates of the labour colonies areinoculated or vaccinated as the case may be, depending on the diseases, within 72 hours after theoutbreak. (c) The authorities in charge of the labour colony should arrange to communicate by wire

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regarding the outbreak of the epidemic diseases on the very day of the outbreak, to the District Healthofficer or to the Deputy Director of Public Health in charge of that area and the Director of Public Health.Thereafter they should continue to send daily reports to the above officers in the prescribed formregarding the progress of the epidemic disease. (d) When the authorities in charge of the labour colonysuspect or have reason to believe that any inmate of the labour colony is suffering from the infectious orcontagious disease, they shall forthwith arrange for the segregation of such persons to isolated huts to bespecifically provided for the purpose and also for their treatment. (e) As regional malaria epidemicoutbreaks are likely to occur in such project areas, the authorities in charge of the labour colonies shouldreport promptly the occurrence of unusual incidence of cases of malaria and also inform the DistrictHealth Officers of the District, Deputy Director of Public Healthy (Malaria) and the Director of PublicHealth and also arrange to institute all necessary antimalarial measures as may be advised by the officialsof 'he Public Health Department. (f) The authorities in charge of the colonies should also arrange to carryout any other measures that may be recommended by the officials of the Public Health Departmentnecessary to prevent or control the spread of disease.

Clause 59: Gumboots, hand gloves, masks etc. to labourersContractor shall have to arrange for the supply of gumboots. Hand gloves, mask etc. invariably to thelabourers workers engaged by the Contractor on asphalt work.

Clause 60: No distinction, etc.The Contractor shall not show any distinction between Harijan and other class of labourers/workersemployee to carry out the KMC work.

Clause 61: Fencing and Lightinga) The Contractor shall, unless otherwise specified, be responsible for the proper fencing, lighting

grading and taking of the necessary safety measures for all works comprised in the contract andfor the proper provision of temporary road, way, foot-way, guards, fences, caution notices, etc.as far as the same may be rendered necessary by reasons of the work for the accommodation ofworkmen, foot passengers or other traffic and of owners and occupiers of adjacent property andthe public and shall remain responsible for any accidents that may occur on account of hisfailure to take proper & timely precautions.

b) All the arrangements made for fencing and lighting shall be maintained by the Contractorthrough the currency 'of the contract till the physical taking over of the work by department.

Clause 62: Liabilities for accidents to personsResponsibilities and liabilities of the Contractor under Workmen's Compensation Act are given in ClauseNo. 43. In addition, following shall also apply: (a) On the occurrence of an accident, which results in death of workmen employed by the

Contractor or which is so serious as is likely to result in death of any such workmen, theContractor, shall within 24 hours of happening of such accident(s) intimate, in writing to theEngineer-in-charge the fact of such accident(s). The Contractor shall indemnify KMC againstall loss or damage sustained by the contractor resulting directly or indirectly from his failure togive intimation in the manner aforesaid including the penalties or fines, if any, payable by theKMC as a consequence of contractor's failure to give notice under the Workmen'sCompensation Act or otherwise to conform to the provisions of the said act in regard to suchaccident(s).

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(b) In the case of an accident, in respect of which compensation may become payable underWorkmen's Compensation Act, whether by the Contractor or by the KMC as principalEmployer, it shall be lawful for the Engineer-in-charge to retain out of money due and payableto the Contractor, such sum or sum of money as may, in the opinion of the Engineer-in-charge,be sufficient to meet such a liability. The opinion of the Engineer-in-charge shall be final inregard to all matters arising under this Clause.

Clause 63: Access to site and work on siteThe Engineer may, if he considers fit from to time, enter upon any land(s) which may be in possession ofthe Contractor for this contract for the purpose of executing any work not included in this contract andmay execute such works not included in this contract by agents or by other Contractors, at his opinion andthe Contractor shall, in accordance with the requirements of the Engineer-in-charge, afford all reasonablefacilities for execution of the work including occupation of lands by structure or otherwise for any otherContractor employed by the KMC and his workmen or for the workmen of the KMC who may beemployed in the execution on or near the site of the work not included in the contract or of any contract inconnection with or ancillary to the work and in default, the Contractor shall be liable to the KMC for anydelay or expense incurred by reason of such default.

Clause 64: Reports regarding labour:The Contractor shall submit the following reports to the Engineer-in-charge: (i) A daily report in thesuitable form of the strength of labour both skilled and unskilled employed by him on the work(s). TheContractor shall increase or decrease the strength both skilled and unskilled, if directed by the Engineer-in-charge. The submission of such reports shall not, however, relieve the Contractor of his responsibilitiesand duties regarding progress or any other obligations under the contract. (ii) A classified weekly returnin the suitable form of the number of person employed on the works during the preceding week (iii) Aweekly medical report in the suitable form showing the health of the Contractor's camp, the number ofpersons ill or incapacitate and the nature of their illness. (iv) A report of any accident, which may haveoccurred, to be sent within 24 hours of the occurrence, (v) Such other report as may be prescribed.

Clause 65: Treasure Trove:In the event of discovery by the Contractor or his employees, during the progress of work of any gold,silver, oil or other minerals of any description and precious stones, treasures, coils, antiquates, relic,fossils or other articles or value of interest whether geological, archaeological or any other such treasure& other things shall be deemed to be the absolute property of the KMC and the Contractor shall dulypreserve the same to the satisfaction of the Engineer-in-charge from time to time, and relieve the same tosuch persons as the Engineer-in-charge may appoint. The Contractor shall take all reasonable precautionsto prevent his workmen or any other person from removing or damaging, any such articles or things,immediately after the discovery thereof and before removal acquaint the Engineer- in charge with suchdiscovery and carry out his orders for the disposal of the same.

Clause 66: Indemnity:The Contractor shall indemnify KMC against all actions, suits, claims & demands through or madeagainst the Department in respect of work of this Contractor against any loss damage to Department inconsequence of any action or suit being brought against the Contractor for anything done or omitted to bedone in execution of the work of this contract.

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Clause 67: Insurance of Labours:The Contractor shall be responsible to arrange for insurance of all labourers, skilled and unskilled,workers, and supervisors etc., employed by him as per labour regulation of the State.

Clause 68: Setting Out:The Contractor shall be responsible for the true and proper setting out of the works and the correctness ofpositions, levels, dimensions and alignments of all parts of the work and for the provisions of allnecessary instruments, appliance and labour in connection therewith. If, at any time, during the progressof the work, any errors, appear or arise in the position, levels, dimensions or alignments of any part of thework, the Contractor, on being required to rectify such errors by the Engineer-in-charge shall at his ownexpense do so to the satisfaction or the Engineer-in-charge.

The checking of and setting out of any line or level by the Engineer-in-charge or his representative shallnot in any way, relieve the Contractor of his responsibilities for the correctness of the error. TheContractor shall carefully protect and observe all benchmarks, site-nails, page and other things used insetting out of the work(s).

Clause 69: Cement Register:Not applicable.

Clause 70: Materials and Works Test Register:A register in the prescribed from showing day-to-day receipt, consumption and balance of cement on siteof work by the Department and every entry thereof shall invariably be signed by the Contractor or hisauthorised representative in taken of its correctness.

Clause 71: Progress Schedule:The Contractor shall furnish within one month (unless extended by the Engineer-in-charge) of receipt ofwork order to start the work, the progress schedule in quadruplicate indicating the date of starting, themonthly progress expected to be achieved and the anticipated completion date of each major item of workto be done by him, also indicating dates of procurement and setting up the materials, plants andmachinery. The schedule should include a statement of proposed general and detailed arrangements forcarrying out works, and of item, order and manner in which it is proposed general and detailedarrangements for carrying out works and of item, order and manner in which it is proposed that theseshall be executed. The schedule should be framed keeping requirement of the Clause 9 of Bid form inview and be such as in practice to the achievement towards completion of the work in the time limit andof the particular items on the dates specified in the contract and shall have the approval of the Engineer-in-charge. Further, the dates for the progress, as in this schedule shall be adhered to.a) in case it is found necessary, at any stage to alter the schedule, the Contractor shall submit in,

good time a revised schedule incorporating necessary modification proposed and get the sameapproved from the Engineer-in-charge. No revised schedule shall be operative without suchacceptance in writing. The Engineer-in-charge is further empowered to ask for more detailedschedule or schedules, any week by week, for any item and the Contractor shall supply the sameas and when asked for.

b) The Engineer-In-charge shall have, at all times, the right, without in any way vitiating thiscontract forming grounds for any claim, to after the order of the work of any part thereof and theContractor shall after receiving such direction, proceed in the order directed. The Contractorshall also revise the progress, schedules accordingly and submit four copies of the revised

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schedule. The Engineer in-charge within seven day; of the said Engineer's to alter the order ofworks.

c) The Contractor shall sufficient plant, equipment and labour and shall work such hours and shiftsas may be necessary to maintain the progress of the work as per approved progress schedule.The working and shift hours shall comply with all the Govt. regulations in force and shall besuch, as may be approved by the Engineer-in-charge and the same not be varied without theprior approval of Engineer-in--charge.

d) The Contractor shall from time to time, as may be required by the Engineer-in-charge, furnishthe Engineer-in-charge with a statement in writing of the arrangements he proposes to adopt forthe execution of this contract and the Engineer-in-charge may, if he considers necessary at anytime advice alternation in the same, which the Contractor shall adopt on notice thereof.

e) The progress-schedule(s) shall be in the form of progress chart, forms, statements and/or reportsas may be approved by the Engineer-in-charge. The Contractor shall submit four copiesshowing the progress of the work in the form of a chart etc., at periodical intervals as may bespecified by Engineer-in-charge.

f) The approval of the progress schedules by the Engineer-in-charge shall not relieve theContractor of schedule required by the Engineer-in -charge shall not entitle the Contractor toany extra payment.

Clause 72: LicenseBefore starting the work, the Contractor will have to obtain the license from the District Assistant LabourSecretary under the Contract Labour (Regulation and Abolition) Act, 1970 after paying necessary feesand deposit on the basis of the number of labourers to be employed on the work and will have to supplytwo true copies of the said license to the Deputy Executive Engineer before the work is started.

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SECTION V: TECHNICAL SPECIFICATIONS

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GENERAL SPECIFICATIONS

Scope of Work

1) Scope of Work (Twelve months)The broad scope of work to be carried out by the selected contractor includes following component butnot limited to levelling, compaction and reformation of waste slopes at [site], which primarily includerevising the capacity of the landfill by engineering the site slopes to provide planned slope ratio,Providing the cover layer over the final finished profile of the landfill (i.e., on the top and side slopes).The cover layer for the landfill is to be designed to achieve maximum recovery of landfill gas andminimise loss to the environment. The cover system proposed for the project is composite type andcomprises of following layers from top to bottom. The dumpsite is to be then closed by placement of atop cover which consists of the following:

a) Supply & installation of Geo-synthetic clay liner as per given specifications, complete to forman impervious barrier.

b) Supply & installation of 1.5mm Thick HDPE Smooth Geo-membrane Liner as per givenspecifications, complete to form an impervious barrier as shown in drawings.

c) Supply & install Geo-synthetic drainage nets (Geo-nets) of appropriate specification and make,laying anchoring in trench, overlapping, testing complete as given in General Specification and asshown in the drawings. Geo-nets must be anchored within anchor trench including relatedanchoring work etc. complete. Rate to include the necessary lap at joints, wastage, testing, etc.complete. Measurement will be made as per finished area. Geo-net in the anchor trench will betaken in measurement.

d) Supply & installation of Non-woven Geotextile (GT) of appropriate specification and make, asper details given in Specifications, spreading on the sand layer or Geo-membrane as per thedirections given by the Engineer-in-charge, without damaging the Geotextile or Geo-membrane.The Geotextile must be placed along the slope from top to bottom with an overlap of minimum100mm. It should be stitched with HDPE thread. Geotextile must be anchored within anchortrench including excavation of trench and backfilling, compaction complete, at top and bottomportion. Rate to include the necessary lap for jointing, stitching, wastage complete. Measurementwill be made as per finished surface area. Geotextile in the anchor trench will be taken inmeasurement.

e) Drilling 500mm Dia bore for the Gas well including required machinery, tripod and related allmachinery with all lead and lifts. Disposing bored material

f) Vegetative soil layer: The top layer should be 60 cm thick vegetative soil laid on well gravel.g) Surface and Peripheral drainh) Access steps

A surface water management system is to be developed, comprising a surface water peripheral drain(collecting runoff from the top cover), a de-silting chamber and an appropriate leachate collectionnetwork and leachate sump system (for potential wet weather flows). An appropriate leachatetransportation system is to be proposed after considering the existing impact of leachate on ground waterin the vicinity. A report on water quality and the hydrology of the vicinity of the site is to be developed.

It is recommended that final slopes should not exceed 1:2 to 1:3 and should be so designed to avoidponding on the top cover by maintaining a gradient in excess of 4%. Said works should comply with allthe legislations and statutes including SWM Rules 2016 and amendments thereof.

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The Contractor shall carry out total station contour survey (0.5 meter contour interval), block levels of 5meters or less, during the construction period initial stage (as is basis) prior to starting site work, postwaste movement, compaction of each layer, post closure of dumpsite. In all cases, the total quantum ofwaste removed to be measured and submitted for scrutiny. The As-build drawing shall be provided bythe contractor indicating the final capping area with levels plotted, drainage, coarse lined/unlined, roads,structures, building, electrical, compound wall etc.

1.1 Air Quality, Water Quality and Noise Monitoring at dumpsite

To carry out the ambient air quality monitoring parameters like Suspended Particulate Matter,RSPM, Methane, Carbon Monoxide, Carbon di-oxide, Nitrogen oxides, Sulphur dioxide.

These data need to be collected quarterly from commencement to end of the work.

The first collection of data on these parameters or any additional parameters, as finalised inconsultation with Kerala Pollution Control Board (KPCB), vetted by KPCB laboratory or itsaccredited laboratory, as the first activity during the Pre - Closure Phase, will form the Base line.

To carry out the water quality (surface and ground water), noise levels, soil characteristics beforecommencement of work of the Pre - Closure Phase. Ground water quality is to be assessed ineither existing or established test bore-wells upstream and downstream of the site. This base linedata needs to be established in consultation with Kerala Pollution Control Board, vetted by KPCBlaboratory or its accredited laboratory. A report on the hydrology of the site is to be developedand findings are to be considered during the design of the landfill cover and requiredinfrastructure.

Post closure monitoring is to be performed semi-annually for two years, for ambient air qualityand water quality parameters listed above and as directed by KPCB.

2) Final Cover/ Capping of Old Dump SiteAfter completion of landfill, a final cover as per SWM Rules 2016 is to be designed to minimizeinfiltration and erosion. The final cover shall meet the following specifications, namely;

a) The final cover shall have a Geo-Synthetic Clay liner (GCL) consisting of Bentonite (sodiummontmorillonite) sandwiched between geotextiles with permeability coefficient less than 1 x 10-7cm/sec.

b) On top of the barrier GCL, there shall be a drainage layer of 15 cm.c) On top of the drainage layer, there shall be a vegetative layer of 60 cm to support natural plant

growth and to minimize erosion.

2.1 Geo-synthetic Clay Liner (GCL):Since the site at Njalianparambu is old and characteristics indicate more inert and less organic the GCLis proposed. Geo-synthetic Clay Liners (GCLs) are proposed as a barrier layer in the top cover. It acts asa standalone barrier to protect the adjoining environment from any liquid leakages.

There are two general categories of GCLs covered in this specification: reinforced and non-reinforced.Six tests are required on the as manufactured GCL with one having an alternative, i.e., hydraulicconductivity or flux. All are minimum values, with the exception of fluid loss, moisture content andhydraulic conductivity or flux.

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Property

ASTMTest

Method

Reinforced GCL Non Reinforced GCL

GTRelate

d

GTPolyme

rCoated

GM_GF

Related

GTRelate

d

GTPolyme

rCoated

GM_GF

Related

TestingFrequenc

y

GCL (asmanufactured)Mass ofGCL (g/m2)

D5993 4000 4050 4100 4000 4050 4100 4000 m2

Mass ofBentonite(g/m2)

D5993 3700 3700 3700 3700 3700 3700 4000 m2

Moisturecontent %

D6768 -4 -4 -4 -4 -4 -4 4000 m2

Tensile str.,MD(kN/m)

D6496 4 4 4 4 4 4 20000 m2

Peel strength(N/m)

D5887 360 360 360 n/a n/a n/a 4000 m2

Permeability(1) D5887

5 x 10-

115 x 10-

125 x 10-

125 x 10-

11 5 x 10-12 5 x 10-

12 25000 m2

(m/sec), “or”Flux (1)

(m3/sec-m2)D5993

1 x 10-

8 1 x 10-9 1 x 10-9 1 x 10-8 1 x 10-9 1 x 10-9 25000 m2

GCLpermeability(1)

D67661 x 10-

8 1 x 10-9 1 x 10-9 1 x 10-8 1 x 10-9 1 x 10-9 Yearly

GCLpermeability(1)

D6766m

5 x 10-

115 x 10-

125 x 10-

125 x 10-

11 5 x 10-12 5 x 10-

12 Yearly

ComponentDurabilityGeotextileandreinforcingyarns %strengthretained

-10 65 65 n/a 65 65 n/a Yearly

n/a= not applicable with respect to this propertyMD = Machine Direction, X MD = Cross Machine Direction.

1) These values are maximum (all others are minimum)2) For both cap and carrier fabrics for nonwoven reinforced GCLs; one, or the other, must contain

a scrim component of mass ≥ 100 g/m2 for dimensional stability3) Calculated value obtained from difference of coated fabric to as-received fabric4) Value is both site-specific and product-specific and is currently being evaluated5) First value is for smooth geo-membrane; second for textured geo-membrane; third for geo-film6) Mass of the GCL and Bentonite is measured after oven drying per the stated test method7) Value represents GCL permeability after permeation with a 0.1 M calcium chloride solution

(11.1 g CaCl2 in 1-liter water)8) Value represents the minimum percent strength retained from the as-manufactured value after

oven aging at 60°C for 50 days9) The geotextiles in their as-received condition are evaluated by incubation in a forced air oven

per ASTM D5721 set at 60°C for 50 days. The minimum percent in tensile strength retained at

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break, as measured by ASTM D6768, is 65%. If individual yarns are used in reinforcing GCLs,they must also meet this same endurance criterion.

10) The geo-film in its as-received condition is evaluated by incubation in a forced air oven perASTM D5721 set at 60°C for 50 days. The minimum percent tensile strength retained at breakfor either MD or XMD, as measured by ASTM D882, is reported accordingly and must meet orexceed the specification value.

2.2 High Density Polyethylene (HDPE) Smooth Geo-membraneA High Density Polyethylene liner of 1.5mm thickness will be placed above the GCL and to act as animpervious layer. Together they will minimize the percolation of water. Proper installation proceduresshall be employed during HDPE liner construction

Material Properties/SpecificationsSl.No

Property Specification Unit Test Method Frequency

1 Thickness, microns 1.5 mm ASTM D 5199 Every Roll2

Resin Density >0.932g/cc ASTM D-

15051/Batch

3Melt Density-190/2.16 (max) 1

g/10Min

ASTM D-1238

1/Batch

4 Sheet Density >0.94 g/cc ASTM D-792 Every 2 rolls5

Carbon Black Content >2.0/<3.0% ASTM D-

4218Every 2 rolls

6Carbon Black Dispersion Cat.1/Cat.2

Category

ASTM D-5596

Every 2 rolls

7 Oxidation Induction Time (Min Ave)

100Min ASTM D-

38951/Batch

8 Tensile Properties 1 ASTM D 6693 Every 2 Rolls9 Yield Strength 23 KN/m10 Break Strength 43 KN/m11 Yield Elongation 13 %12 Break Elongation 700 %13 Tear Resistance 200 N ASTM D 1004 Every 4 rolls14 Puncture Resistance 540 N ASTM D 4833 Every 4 rolls

15 Dimensional Stability +/- 2 %ASTM D-

1204Per

Formulation

16 Stress Crack Resistance 2 400 HrASTM D 5397

(App.)1/Batch

17 Carbon Black Content 3 2.0 - 3.0 ASTM D 1603 2.0 - 3.0

18Oven Aging -% retained after 90 Days

80 % ASTM D 5721Per

Formulation

19UV Resistance -% retained after 1600 Hr

50 % GRI GM11Per

Formulation

20High Pressure OIT 6

(% retained after 1600 hrs)50

%ASTM D 5885

PerFormulation

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REFERENCE STANDARDS: AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)1. ASTM D638 – Standard Test Method for Tensile Properties of Plastics 2. ASTM D 746 – Standard test Method for Brittleness Temperature of Plastics and Elastomers

by Impact. 3. ASTM D 751 – Standard Test Method for Testing Coated fabrics 4. ASTM D 792 – Standard Test Method for Density and Specific Gravity (Relative Density) of

Plastics by Displacement. 5. ASTM D 1004 – Standard Test Method for Initial Tear Resistance of Plastics Film &

Sheeting. 6. ASTM D 1204 – Standard Test Method for Linear Dimensional Changes of Non-rigid

Thermoplastic Sheeting or Film at Elevated Temperature. 7. ASTM D 1238 – Standard Test Method for flow rates of Thermoplastics by extrusion

plastometer. 8. ASTM D 1505 – Standard Test Method for Density of Plastics by the Density Gradient

technique. 9. ASTM D 1603 – Standard Test Method for Carbon Black in Olefin Plastics. 10. ASTM D – Standard Test Method for Environmental Stress – Cracking of Ethylene Plastics. 11. ASTM D 3015 – Standard Practice for Microscopical Examination of pigment Dispersion in

Plastic Compounds. 12. ASTM D 3895 – Standard Test Method for Copper Induced Oxidative Time of Polyolefin’s by

Thermal Analysis. 13. ASTM D 4437 – Standard Practice for determining the Integrity of field seams used in joining

Flexible Polymeric sheet Geo-membrane.

2.3 Geonet- Drainage MediaA Geonet of 5mm thickness shall be placed over the HDPE liner to act as drainage media. The Geonetshall be used instead of a layer of gravel which is typically used in capping systems. Placing gravel on asmooth liner at 1:3 slopes may cause it to become unstable and slip. To avoid this, a Geonet isrecommended. The Geonet will serve the same purpose as a gravel layer of minimizing infiltration byproviding a preferred pathway for surface water to drain over the impervious cap liner layers. Thedrainage net shall be manufactured by extruding two sets of Polyethylene strands to form a threedimensional structure to provide planar flow of fluids. The drainage net shall contain UV inhibitors toprevent ultraviolet light degradation.

Material Properties/Specifications

Sl. No. PropertySpecificatio

nUnits Test Method

1 Thickness 5 mmASTM D 5199/ISO

9863-12 Mass per Unit Area 790 g/m2 ASTM D 52613 Density 0.940 g/cc ASTM D 15054 Melt Index 1.0 g/10min ASTM D 12385 Carbon Black Content 2 % ASTM D 1603

6 Tensile Strength (MD) 7.9 KN/mASTM D 1682 or

ASTM D 5053

7

Transitivity (MD) Metal plate/net/metal plate Hydraulic gradient I=1 Normal pressure = 15000 psf (718Kpa)

1 X 10-3 m3/sec-m ASTM D 4716

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2.4 Geo-Textile A Geotextile of 350 gsm shall be placed over the Geonet and used as separation layer between theoverlying soil and the Geonet. The Geotextile will prevent the soil from clogging the Geonet and henceenhance drainage.

The geotextile fabric shall be a polypropylene nonwoven needle punched fabric consisting of continuousfilaments or multifilament yarns formed into a stable network. The fabric shall be non-biodegradable,non-reactive within a pH range of three to eleven, resistant to ultraviolet light exposure and shallconform to the minimum average roll values for the following properties.

Material Properties/Specifications

Properties Class Unit Test Standard

Mass/Unit Area 350 g/m2 ISO 09864Tensile Properties

Strength Strain at Maximum Load

1650

KN/m % ISO 10319

Trapezoidal tear Strength 0.42 KN ISO 13937CBR Puncture

Max Force Elongation at Max Force

3.138

KN mm ISO 12236

UV Resistance 70 % ISO 12959 or EN 12224

2.5 Gas venting PipeProviding, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gaskettype ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints(as per IS 4985-2000) of following outer dia with all accessories (excluding specials) completeincluding all material, labour, hydraulic testing and commissioning as per Technical Specifications andas per direction of Engineer. The pipe shall be embedded within 300 mm thick drainage layer ofgranular material of permeability 1x10-2 cm/sec.

2.6 Green cover & LandscapingThe development of vegetation growth to cover the open areas of the landfill site also reducesodour. Good plantation cover forms a surface capable of absorbing and forming sinks for odorous gases.Leaves, with their large combined areas in a tree crown, sorbs pollutants on their surface, thuseffectively reduce odorous compound concentrations in area emissions of MSW landfill site.

The criteria for plantation at closure dump site: A vegetative cover shall be provided over thecompleted site in accordance with the following specifications, namely:

(a) Locally adopted non-edible perennial plants that are resistant to drought and extremetemperatures shall be planted.

(b) The selection of plants should be of such variety that their roots do not penetrate more than 30cms. This condition shall apply till the landfill is stabilized;

(c) Selected plants shall have ability to thrive on low-nutrient soil with minimum nutrient addition(d) Plantation to be made in sufficient density to minimise soil erosion.(e) Green belts shall be developed all around the boundary of the landfill in consultation with

State Pollution Control Boards or Pollution Control Committees.

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Bermuda turf grass may be used for the vegetation layer over the capped area.Note: For local species, the contractor shall consult the Department of Horticulture, on the lines asspecified by CPCB given below; An important aspect of a green belt sometimes overlooked is that theplants constituting green belts are living organisms with limits to their tolerance towards air pollutants.A green belt is effective as pollution sink only within the tolerance limits of constituent plants. Thephilosophy is that when primary pollutants are taken care of, formation of secondary pollutants will notreach menacing proportions. Primary pollutants of concern are – SO2, HF, NO2, CO, CO2, NH3, H2S, Cl,SPM and organics.

3) Environmental Management PlanIn order to ensure the optimal performance of the Closure site, it is important to check theenvironmental pollution and comply with the regulatory requirements, the following environmentalparameters shall be monitored on a regular basis.

Surface & Ground Water Quality

Ambient Air Quality

The above parameters shall be monitored as per the standards stipulated in SWM Rules 2016. Thefrequency of sampling and location for monitoring are given below.

Components of Environmental Monitoring

Sl. No. Description Frequency1 Quality of Water in wells within site Once in 3 months2 Ground Water Quality – Outside the Site Once in 3 months3 Air Quality Once in 3 months

The monitoring shall meet the standards recommended by MoEF in SWM Rules 2016. The samples shall be collected as per the sampling plan and monitored as per the standards stipulated inSWM Rules 2016.

Sampling Specifications for Environmental Monitoring

Description Sampling SpecificationsSurface Water Quality One grab sample each at up-stream side and down-stream of

treated leachate out fall into River once in three months. Summer,pre-monsoon and post monsoon.

Ground Waste Quality One sample each from the monitoring well on upstream side anddown-stream side of the landfill site once in three months.Summer, pre-monsoon and post monsoon.

Ambient Air Quality 24 hours continuous ambient air quality monitoring at one locationin upwind and three locations in downwind directions twice a year.

Table 1: Surface Water Quality Parameters

Sl. No Test Parameters Unit SW1IS: 2296: Class ‘C’

Water1 Colour Hazen <5 3002 pH value - 7.25 6.5-8.53 Total Dissolved Solids mg/L 340 15004 Total Hardness mg/L 128 N.S5 Total Suspended Solids mg/L 4 N.S6 Chloride (as Cl-) mg/L 40 6007 Sulphate as (SO42-) mg/L 32 400

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Sl. No Test Parameters Unit SW1IS: 2296: Class ‘C’

Water8 Oil & Grease mg/L N.D N.S9 Sodium (as Na) mg/L 10 N.S

10 Potassium (as K) mg/L 3 N.S11 DO mg/L 1.8 412 BOD at 27oC mg/L 4 313 COD mg/L 20 N.S14 Iron as Fe mg/L 0.11 5015 Lead (as Pb) mg/L N.D 0.116 Arsenic (as As) mg/L N.D 0.217 Chromium (as Cr) mg/L N.D N.S18 Cadmium (as Cd) mg/L N.D N.S19 T. Coliform MPN/100ml 43 500020 Faecal coliform MPN/100ml 11 N.S

Table 2: Ground Water Parameters

Sl. No ParametersIS 10500: 1991 Desirable limit (mg/l except

for pH)1 Arsenic 0.052 Cadmium 0.013 Chromium 0.054 Copper 0.055 Cyanide 0.056 Lead 0.057 Mercury 0.0018 Nickel -9 Nitrate as NO3 45.010 PH 6.5-8.511 Iron 0.312 Total hardness (as CaCO3) 300.013 Chlorides 25014 Dissolved solids 50015 Phenolic compounds (as C6H5OH) 0.00116 Zinc 5.017 Sulphate (as SO4) 200

Table 3: Air Quality Parameters

Sl. No Parameters Acceptable Limits1 Sulphur dioxide 120 μ g/m3 ( 24 hrs )

2 Suspended Particulate Matter 500 μ g/m3 ( 24 hrs )

3 Methane Not to exceed 25 per cent of the lower explosivelimit (equivalent to 650 mg/m3)

6) Health of Staff and LabourThe filthy Working condition/environment at the old garbage dump site may possess harmfulcontaminants, all the workers shall be provided with the personnel protective equipment like masks,gloves, goggles, protective caps, gum boots, uniform, etc. The care shall be taken by providing oxygencylinders, first aid facilities at the site at all times.

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Mitigation of immediate health and safety hazards, such as hazardous substance vapor exposures inenclosed spaces where people work and/or live, contaminated drinking water supplies, imminenthazardous substance release to surface water, etc.Education and specialized training certificates (including health and safety) of personnel likely to beassigned to work on landfill remediation projects (for both onsite and project management personnel).Contractor shall provide equipment and monitor the work place to protect workers from safety andhealth hazards.

All necessary precautions shall be taken by the Contractor to ensure the health and safety of staff andlabour engaged at the site for the execution of the project as well as during the Post Closure Operation &Maintenance. The Contractor shall, in collaboration with and to the requirements of the local healthauthorities, ensure that medical staff, first aid facilities, sickbay and ambulance service are available onthe Project Site at all times, and that suitable arrangements are made for all necessary welfare andhygiene requirements and for the prevention of epidemics. The Contractor shall maintain records andmake reports concerning health, safety and welfare of personnel, and damage to property, in suchmanner as the Engineer may reasonably require. Safety Precautions and Emergencies and Protection ofEnvironment

Responsibility for Safety:The Contractor shall be solely responsible notwithstanding any stipulations by owner or Engineer forinitiating, maintaining and supervising all safety precautions and programmes, in connection with thework and shall comply with all laws, ordinance, code rules, regulations and lawful orders of any publicauthority having jurisdiction for the safety of persons or property or to protect them from damages,injury or loss during the entire contract period including non-working hours. On the occurrence of anaccident arising out of the works which result in death or which is so serious as to be likely to result indeath, the Contractor shall within one hour of such accident intimate in writing to the Engineer the factsstating clearly and with sufficient details the circumstances of such accidents and subsequent actiontaken by him. The matter should also to be reported to the local police station immediately. All otheraccidents on the works involving injuries to the persons or property other than that of the Contractorshall be promptly reported to the Engineer clearly and with sufficient details the facts of such accidentsand the action taken by the Contractor. The Contractor shall submit the following within 15 days ofreceipt of Work Order and get approved from Engineer. Failing to do so, a fine of Rs. 5000/- (RupeesFive Thousand) per day shall be imposed on the Contractor.

Safety Measures:The Contractor shall, throughout the execution and completion of the works and the remedying of anydefects therein:

a) Have full regard for the safety of all persons entitled to be upon the site and keep the site (sofar as the same is under his control) and the works (so far as the same are not completed oroccupied by the Employer) in an orderly state appropriate to the avoidance of danger to suchpersons.

b) Provide barricading for the work site as per the drawings and specifications provided inVolume II. Provide and maintain at this own cost all lights, guards, fencing, warning signs andwatching, when and where necessary or required by the Engineer or by any duly constitutedauthority, for the protection of the works or for the safety and convenience of the public orothers, and

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c) Take all reasonable steps to protect the environment on and off the site and to avoid damage ornuisance to persons or to property of the public or others resulting from pollution, noise orother causes arising as a consequence of his methods of operation.

d) The Contractor shall appoint a safety engineer to be responsible for the safety of personnel onthe Project Site. This safety engineer shall be qualified for his work and shall have theauthority to issue instructions concerning safety and take protective measures to preventaccidents.

7) Schedule for Various MilestoneMilestones required to be achieved within the given timeframe are as follows:

Closure Plan: The dumpsite closure plan must be accompanied by detailed drawings and siteplans for the intended closure and capping of the dumpsite as well as landscaping plans for thevegetative layer to be developed over the capped dumpsite. The dumpsite closure andmanagement plan shall provide a time schedule for the completion of all the works specified forclosure phase. Drawings should include design drawings indicating proposed movement of waste,compaction and potential partial land reclamation. Design drawings for an appropriate leachatecollection and treatment system and a storm water management system should also be provided.

8) Environmental StandardsContractor has to follow the Environmental Standards as mentioned below

1) Air Quality Monitoring: As per Solid Waste Management Rules 2016 (SWM Rules 2016) oramendments thereafter with respect to baseline site parameters.

2) Noise Monitoring – As per Noise Pollution Rules 2000 or amendments thereafter with respect tobaseline site parameters.

3) Leachate Treatment – As per Solid Waste Management Rules 2016 (SWM Rules 2016) oramendments thereafter with respect to baseline site parameters.

4) Odour Monitoring – As per CPCB guidelines ‘Odour Pollution & Its Control May 2008’ oramendments thereafter with respect to baseline site parameters.

5) Water Quality Monitoring - As per Solid Waste Management Rules 2016 (SWM Rules 2016) oramendments thereafter with respect to baseline site parameters.

6) Contractor has to make all the necessary arrangement for monitoring of environmental standardsto meet the SPCB conditions.

7) Contractor may appoint a professional agency approved by MoEF/NABET for carrying out themonitoring.

After completion of closure of the landfill, the contractor has to landscape and maintain the site in goodcondition and remove all equipment and machinery used for closure of the landfill site.

Performance security of the contractor will be released only after the entire project site has been handedover to KMC without encumbrances unless it is decided to buyback the plant and machinery at amutually agreed value.

If the plant and machinery are not removed within the stipulated period, the same shall be removed anddisposed of, by KMC.

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9) Special conditionsThere will be no lease of land to the contractor. Such right of entry however will be restricted to theplant and machinery set up by the contractor and will under no circumstances be extended to the land.As specified above, there will be no lease of land to the contractor and hence the question of creation ofencumbrances on the land does not arise.

The bidders should familiarize themselves with the site conditions, and also carry out necessary sitevisits, surveys, studies / testing, analysis of the existing Solid Waste with due diligence at their own costprior to the bidding. Bidders will be allowed to take bores at site to ascertain density at different levelsand to carry out analysis of strata. All the data/information/maps provided in the tender are indicativeonly. Contractor shall not bring any dispute regarding any data provided in the tender, variation inquantity and characteristics of Solid Waste as he is expected to do his own studies.

1) Documentary evidence shall be provided for technical evaluation and all documents & technicalproposal submitted shall be part of contract. The same plan shall be adhered for implementation.No change in the plan is allowed without the approval of KMC.

2) All the designs and equipment submitted in technical proposal should be reflected in the financialproposal. If any discrepancy is observed in the financial proposal with rate analysis and is notjustified satisfactorily by the bidder, the bid shall be rejected.

3) KSIDC shall be absolved from any litigation which may arise subsequently due to violation ofthe contract and any applicable norms/rules.

Methodology for handling existing site at Njalianparambu Management of the project and methodology required to be adopted for handling existing solid waste atNjalianparambu shall include the following

1) The contractor should ensure regulated and continuous capping of waste from dump site withutmost safety and under standard hygienic conditions.

2) The waste removed from the dump sites is to be safely transferred to the required area within thesite. The contractor will prepare a layout clearly showing the storage area required for capping ofthe garbage along with allied activities.

3) The capping area should be provided with necessary infrastructure like security and accesscontrol/s, camera monitoring and recording features etc by the contractor.

4) A separate first aid facility will be provided at the Njalianparambu dumping site within 100 m ofthe treatment facility.

5) Contractor may plan to work in three shifts6) The hardware and technology adopted may include but not limited to the following:

Deploying of all requisite inputs viz., Solid Waste collection & handling equipment andvehicles, JCB, dumpers etc. will be contractor’s responsibility.

The plant and machineries necessary for each of the above steps will be part of theproposal submitted to KSIDC for approval.

The plan proposed should be comprehensive in terms of providing a source to endsolution.

Submissions of plan and methodology for the projectBidders will submit the following documents along with the technical bid as per Form 9.

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1) Detailed approach & methodology including work plan and methodology including monsoonperiod for closure and post closure period.

2) All relevant plans/design drawings as specified in this section

The approach & methodology including work plan should also include a section on design & engineering including BOQ. The successful bidder will be required to further refine the proposed approach and methodology including design and engineering before starting implementation on approval of KMC.

Mobilization & Construction period and commencement of the projectScientific Closure of the dumpsite should be accomplished within Twelve months from the receipt ofLOA/work order.

Contract PeriodContract period will be 12 months for construction including monsoon period from the date ofLOA/Work Order.

Monsoon PeriodAdditional care to be taken during the monsoon period (15 th June to 15th September) to avoid leachatesand odour problem by covering the garbage appropriately. Plan needs to be submitted and adhered to theplan.

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SECTION VI: DRAWINGS

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WELL

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Security Room

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Under Construction

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GARBAGE SHED

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SHED

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BUILDING

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BUILDING

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BUILDING

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SHED

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Drain

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Drain

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Road

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Drain

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Drain

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Drain

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Drain

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Drain

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Drain

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Weight Bridge

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N 4958

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N 4988

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N 5018

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N 5048

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N 5078

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N 5108

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N 5138

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N 5168

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N 5198

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N 5228

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N 5258

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N 5288

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N 5318

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E 9970

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E 10000

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E 10030

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E 10060

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E 10090

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E 10120

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E 10150

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E 10180

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E 10210

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E 10240

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E 10270

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E 10300

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E 10330

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E 10360

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N 5348

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SW

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W

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NW

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SE

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E

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NE

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S

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N

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PART-1

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PART-2

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Road

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Road

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%%UTitle:

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SCALE:1:1000

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DATE:5.7.2019

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%%ULegend:

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1. All Dimensions Are In Metre.

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%%UNotes:

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- Compound Wall

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DESCRIPTION

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SQ.MT

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SQ.FT

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TOTAL AREA DETAILS:-

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ACRE

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DESCRIPTION

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SQ.MT

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PART-1

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Filling

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Cutting

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Quantity in Cu.m

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16200.0152

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40832.760

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0.000

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PART-2

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12853.1885

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63758.263

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0.000

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- Gate

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2. Surveyed On July 2019.

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TOTAL

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14705.081

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Proposed Capping Area at

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- Building

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PART-3

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5731.6630

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0.000

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119,296.104

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Client Boundary

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71892.3684

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773842.264

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17.764

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- Well

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- Drain

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- Road

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101.556

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- Ground

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101.556

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- Formation

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- Weight Bridge

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Njalianparambu MSW Dumpsite,

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Kozhikode Municipal Corporation.

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Proposed Area identifed for waste capping.

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2.8 Acres

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Area to be recovered (6.5 Acres)

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PART-3

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WELL

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Security Room

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Under Construction

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GARBAGE SHED

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SHED

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101.556

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101.556

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101.556

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101.556

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101.556

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101.556

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AutoCAD SHX Text

102.682

AutoCAD SHX Text

102.565

AutoCAD SHX Text

102.447

AutoCAD SHX Text

102.330

AutoCAD SHX Text

102.309

AutoCAD SHX Text

102.171

AutoCAD SHX Text

102.079

AutoCAD SHX Text

101.986

AutoCAD SHX Text

101.894

AutoCAD SHX Text

101.876

AutoCAD SHX Text

101.722

AutoCAD SHX Text

101.641

AutoCAD SHX Text

101.638

AutoCAD SHX Text

101.749

AutoCAD SHX Text

105.032

AutoCAD SHX Text

105.877

AutoCAD SHX Text

105.767

AutoCAD SHX Text

105.743

AutoCAD SHX Text

105.808

AutoCAD SHX Text

106.136

AutoCAD SHX Text

105.442

AutoCAD SHX Text

104.916

AutoCAD SHX Text

104.345

AutoCAD SHX Text

103.532

AutoCAD SHX Text

103.731

AutoCAD SHX Text

104.188

AutoCAD SHX Text

104.166

AutoCAD SHX Text

104.297

AutoCAD SHX Text

104.611

AutoCAD SHX Text

104.900

AutoCAD SHX Text

105.110

AutoCAD SHX Text

104.844

AutoCAD SHX Text

104.577

AutoCAD SHX Text

104.501

AutoCAD SHX Text

104.430

AutoCAD SHX Text

104.360

AutoCAD SHX Text

104.290

AutoCAD SHX Text

104.071

AutoCAD SHX Text

103.803

AutoCAD SHX Text

103.536

AutoCAD SHX Text

103.335

AutoCAD SHX Text

103.175

AutoCAD SHX Text

103.041

AutoCAD SHX Text

102.935

AutoCAD SHX Text

102.829

AutoCAD SHX Text

102.723

AutoCAD SHX Text

103.039

AutoCAD SHX Text

103.083

AutoCAD SHX Text

103.127

AutoCAD SHX Text

103.170

AutoCAD SHX Text

103.070

AutoCAD SHX Text

102.209

AutoCAD SHX Text

102.128

AutoCAD SHX Text

102.381

AutoCAD SHX Text

102.410

AutoCAD SHX Text

102.965

AutoCAD SHX Text

104.927

AutoCAD SHX Text

105.504

AutoCAD SHX Text

105.542

AutoCAD SHX Text

105.646

AutoCAD SHX Text

105.738

AutoCAD SHX Text

105.187

AutoCAD SHX Text

104.635

AutoCAD SHX Text

104.084

AutoCAD SHX Text

103.902

AutoCAD SHX Text

103.887

AutoCAD SHX Text

103.880

AutoCAD SHX Text

103.858

AutoCAD SHX Text

103.836

AutoCAD SHX Text

103.814

AutoCAD SHX Text

103.792

AutoCAD SHX Text

103.803

AutoCAD SHX Text

104.183

AutoCAD SHX Text

104.564

AutoCAD SHX Text

104.869

AutoCAD SHX Text

104.682

AutoCAD SHX Text

104.612

AutoCAD SHX Text

104.542

AutoCAD SHX Text

104.472

AutoCAD SHX Text

104.402

AutoCAD SHX Text

104.332

AutoCAD SHX Text

104.262

AutoCAD SHX Text

104.033

AutoCAD SHX Text

103.873

AutoCAD SHX Text

103.712

AutoCAD SHX Text

103.552

AutoCAD SHX Text

103.400

AutoCAD SHX Text

103.294

AutoCAD SHX Text

103.264

AutoCAD SHX Text

103.582

AutoCAD SHX Text

103.900

AutoCAD SHX Text

104.218

AutoCAD SHX Text

104.508

AutoCAD SHX Text

103.788

AutoCAD SHX Text

102.696

AutoCAD SHX Text

102.751

AutoCAD SHX Text

102.321

AutoCAD SHX Text

102.016

AutoCAD SHX Text

102.016

AutoCAD SHX Text

103.762

AutoCAD SHX Text

105.382

AutoCAD SHX Text

105.592

AutoCAD SHX Text

105.794

AutoCAD SHX Text

105.565

AutoCAD SHX Text

105.013

AutoCAD SHX Text

104.369

AutoCAD SHX Text

103.608

AutoCAD SHX Text

103.467

AutoCAD SHX Text

103.462

AutoCAD SHX Text

103.440

AutoCAD SHX Text

103.418

AutoCAD SHX Text

103.396

AutoCAD SHX Text

103.689

AutoCAD SHX Text

104.070

AutoCAD SHX Text

104.419

AutoCAD SHX Text

104.633

AutoCAD SHX Text

104.557

AutoCAD SHX Text

104.481

AutoCAD SHX Text

104.406

AutoCAD SHX Text

104.330

AutoCAD SHX Text

104.254

AutoCAD SHX Text

104.136

AutoCAD SHX Text

104.040

AutoCAD SHX Text

104.011

AutoCAD SHX Text

103.982

AutoCAD SHX Text

103.930

AutoCAD SHX Text

103.769

AutoCAD SHX Text

103.805

AutoCAD SHX Text

104.116

AutoCAD SHX Text

104.323

AutoCAD SHX Text

104.530

AutoCAD SHX Text

104.736

AutoCAD SHX Text

104.128

AutoCAD SHX Text

103.038

AutoCAD SHX Text

102.508

AutoCAD SHX Text

102.206

AutoCAD SHX Text

102.583

AutoCAD SHX Text

102.640

AutoCAD SHX Text

104.331

AutoCAD SHX Text

105.376

AutoCAD SHX Text

105.676

AutoCAD SHX Text

105.941

AutoCAD SHX Text

105.302

AutoCAD SHX Text

104.643

AutoCAD SHX Text

103.715

AutoCAD SHX Text

103.313

AutoCAD SHX Text

103.048

AutoCAD SHX Text

103.044

AutoCAD SHX Text

103.022

AutoCAD SHX Text

103.195

AutoCAD SHX Text

103.553

AutoCAD SHX Text

103.784

AutoCAD SHX Text

104.016

AutoCAD SHX Text

104.247

AutoCAD SHX Text

104.333

AutoCAD SHX Text

104.257

AutoCAD SHX Text

104.171

AutoCAD SHX Text

104.021

AutoCAD SHX Text

103.870

AutoCAD SHX Text

103.762

AutoCAD SHX Text

103.733

AutoCAD SHX Text

103.703

AutoCAD SHX Text

103.674

AutoCAD SHX Text

103.802

AutoCAD SHX Text

104.039

AutoCAD SHX Text

104.276

AutoCAD SHX Text

104.513

AutoCAD SHX Text

104.750

AutoCAD SHX Text

103.904

AutoCAD SHX Text

102.795

AutoCAD SHX Text

102.215

AutoCAD SHX Text

102.075

AutoCAD SHX Text

103.150

AutoCAD SHX Text

103.265

AutoCAD SHX Text

104.673

AutoCAD SHX Text

105.307

AutoCAD SHX Text

105.694

AutoCAD SHX Text

105.582

AutoCAD SHX Text

104.898

AutoCAD SHX Text

103.970

AutoCAD SHX Text

103.041

AutoCAD SHX Text

103.018

AutoCAD SHX Text

102.666

AutoCAD SHX Text

102.686

AutoCAD SHX Text

102.918

AutoCAD SHX Text

103.126

AutoCAD SHX Text

103.334

AutoCAD SHX Text

103.542

AutoCAD SHX Text

103.749

AutoCAD SHX Text

103.968

AutoCAD SHX Text

103.905

AutoCAD SHX Text

103.755

AutoCAD SHX Text

103.604

AutoCAD SHX Text

103.483

AutoCAD SHX Text

103.454

AutoCAD SHX Text

103.425

AutoCAD SHX Text

103.620

AutoCAD SHX Text

103.857

AutoCAD SHX Text

104.094

AutoCAD SHX Text

104.258

AutoCAD SHX Text

104.328

AutoCAD SHX Text

103.460

AutoCAD SHX Text

102.507

AutoCAD SHX Text

101.951

AutoCAD SHX Text

103.717

AutoCAD SHX Text

103.759

AutoCAD SHX Text

103.889

AutoCAD SHX Text

104.604

AutoCAD SHX Text

105.238

AutoCAD SHX Text

105.711

AutoCAD SHX Text

105.153

AutoCAD SHX Text

104.225

AutoCAD SHX Text

103.296

AutoCAD SHX Text

102.723

AutoCAD SHX Text

102.058

AutoCAD SHX Text

102.061

AutoCAD SHX Text

102.269

AutoCAD SHX Text

102.481

AutoCAD SHX Text

102.703

AutoCAD SHX Text

102.926

AutoCAD SHX Text

103.149

AutoCAD SHX Text

103.371

AutoCAD SHX Text

103.338

AutoCAD SHX Text

103.205

AutoCAD SHX Text

103.201

AutoCAD SHX Text

103.438

AutoCAD SHX Text

103.599

AutoCAD SHX Text

103.729

AutoCAD SHX Text

103.859

AutoCAD SHX Text

103.699

AutoCAD SHX Text

102.958

AutoCAD SHX Text

102.204

AutoCAD SHX Text

101.835

AutoCAD SHX Text

103.979

AutoCAD SHX Text

104.103

AutoCAD SHX Text

104.033

AutoCAD SHX Text

104.596

AutoCAD SHX Text

105.200

AutoCAD SHX Text

105.408

AutoCAD SHX Text

104.479

AutoCAD SHX Text

103.551

AutoCAD SHX Text

102.623

AutoCAD SHX Text

102.428

AutoCAD SHX Text

101.703

AutoCAD SHX Text

101.796

AutoCAD SHX Text

101.993

AutoCAD SHX Text

102.182

AutoCAD SHX Text

102.371

AutoCAD SHX Text

102.560

AutoCAD SHX Text

102.749

AutoCAD SHX Text

102.938

AutoCAD SHX Text

103.070

AutoCAD SHX Text

103.200

AutoCAD SHX Text

103.330

AutoCAD SHX Text

103.381

AutoCAD SHX Text

103.070

AutoCAD SHX Text

102.496

AutoCAD SHX Text

101.928

AutoCAD SHX Text

101.720

AutoCAD SHX Text

104.178

AutoCAD SHX Text

104.211

AutoCAD SHX Text

104.373

AutoCAD SHX Text

104.044

AutoCAD SHX Text

104.648

AutoCAD SHX Text

105.086

AutoCAD SHX Text

104.734

AutoCAD SHX Text

103.806

AutoCAD SHX Text

102.878

AutoCAD SHX Text

102.133

AutoCAD SHX Text

101.590

AutoCAD SHX Text

101.661

AutoCAD SHX Text

101.862

AutoCAD SHX Text

102.064

AutoCAD SHX Text

102.265

AutoCAD SHX Text

102.453

AutoCAD SHX Text

102.642

AutoCAD SHX Text

102.801

AutoCAD SHX Text

102.931

AutoCAD SHX Text

102.752

AutoCAD SHX Text

102.448

AutoCAD SHX Text

102.210

AutoCAD SHX Text

101.651

AutoCAD SHX Text

101.604

AutoCAD SHX Text

104.376

AutoCAD SHX Text

104.481

AutoCAD SHX Text

103.868

AutoCAD SHX Text

104.096

AutoCAD SHX Text

104.456

AutoCAD SHX Text

104.779

AutoCAD SHX Text

104.087

AutoCAD SHX Text

103.132

AutoCAD SHX Text

102.204

AutoCAD SHX Text

101.838

AutoCAD SHX Text

101.478

AutoCAD SHX Text

101.526

AutoCAD SHX Text

101.727

AutoCAD SHX Text

101.929

AutoCAD SHX Text

102.131

AutoCAD SHX Text

102.332

AutoCAD SHX Text

102.492

AutoCAD SHX Text

102.335

AutoCAD SHX Text

102.179

AutoCAD SHX Text

101.933

AutoCAD SHX Text

101.488

AutoCAD SHX Text

104.574

AutoCAD SHX Text

104.589

AutoCAD SHX Text

104.248

AutoCAD SHX Text

103.504

AutoCAD SHX Text

103.827

AutoCAD SHX Text

104.150

AutoCAD SHX Text

104.472

AutoCAD SHX Text

103.449

AutoCAD SHX Text

102.459

AutoCAD SHX Text

101.543

AutoCAD SHX Text

101.365

AutoCAD SHX Text

101.391

AutoCAD SHX Text

101.592

AutoCAD SHX Text

101.794

AutoCAD SHX Text

101.996

AutoCAD SHX Text

102.066

AutoCAD SHX Text

101.909

AutoCAD SHX Text

101.657

AutoCAD SHX Text

101.372

AutoCAD SHX Text

104.773

AutoCAD SHX Text

104.627

AutoCAD SHX Text

103.517

AutoCAD SHX Text

102.966

AutoCAD SHX Text

103.422

AutoCAD SHX Text

103.843

AutoCAD SHX Text

103.950

AutoCAD SHX Text

102.811

AutoCAD SHX Text

101.786

AutoCAD SHX Text

101.248

AutoCAD SHX Text

101.252

AutoCAD SHX Text

101.256

AutoCAD SHX Text

101.457

AutoCAD SHX Text

101.659

AutoCAD SHX Text

101.640

AutoCAD SHX Text

101.381

AutoCAD SHX Text

101.257

AutoCAD SHX Text

104.971

AutoCAD SHX Text

103.759

AutoCAD SHX Text

102.493

AutoCAD SHX Text

102.410

AutoCAD SHX Text

102.865

AutoCAD SHX Text

103.263

AutoCAD SHX Text

103.523

AutoCAD SHX Text

102.173

AutoCAD SHX Text

101.112

AutoCAD SHX Text

100.953

AutoCAD SHX Text

101.139

AutoCAD SHX Text

101.322

AutoCAD SHX Text

101.141

AutoCAD SHX Text

101.535

AutoCAD SHX Text

101.718

AutoCAD SHX Text

102.075

AutoCAD SHX Text

102.433

AutoCAD SHX Text

102.791

AutoCAD SHX Text

102.370

AutoCAD SHX Text

100.665

AutoCAD SHX Text

101.558

AutoCAD SHX Text

101.603

AutoCAD SHX Text

101.961

AutoCAD SHX Text

101.949

AutoCAD SHX Text

101.688

AutoCAD SHX Text

101.579

AutoCAD SHX Text

101.579

AutoCAD SHX Text

BUILDING

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BUILDING

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BUILDING

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SHED

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Drain

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Drain

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Road

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Drain

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Drain

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Drain

AutoCAD SHX Text

Drain

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Drain

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Drain

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Weight Bridge

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N 4958

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N 4988

AutoCAD SHX Text

N 5018

AutoCAD SHX Text

N 5048

AutoCAD SHX Text

N 5078

AutoCAD SHX Text

N 5108

AutoCAD SHX Text

N 5138

AutoCAD SHX Text

N 5168

AutoCAD SHX Text

N 5198

AutoCAD SHX Text

N 5228

AutoCAD SHX Text

N 5258

AutoCAD SHX Text

N 5288

AutoCAD SHX Text

N 5318

AutoCAD SHX Text

E 9970

AutoCAD SHX Text

E 10000

AutoCAD SHX Text

E 10030

AutoCAD SHX Text

E 10060

AutoCAD SHX Text

E 10090

AutoCAD SHX Text

E 10120

AutoCAD SHX Text

E 10150

AutoCAD SHX Text

E 10180

AutoCAD SHX Text

E 10210

AutoCAD SHX Text

E 10240

AutoCAD SHX Text

E 10270

AutoCAD SHX Text

E 10300

AutoCAD SHX Text

E 10330

AutoCAD SHX Text

E 10360

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N 5348

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SW

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W

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NW

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SE

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E

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NE

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S

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N

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PART-1

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PART-2

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PART-3

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Road

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Road

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%%UTitle:

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SCALE:1:1000

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DATE:5.7.2019

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%%ULegend:

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1. All Dimensions Are In Metre.

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%%UNotes:

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- Compound Wall

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DESCRIPTION

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SQ.MT

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SQ.FT

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TOTAL AREA DETAILS:-

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ACRE

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DESCRIPTION

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SQ.MT

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PART-1

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Filling

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Cutting

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Quantity in Cu.m

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16200.0152

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40832.760

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0.000

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PART-2

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12853.1885

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63758.263

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0.000

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- Gate

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2. Surveyed On July 2019.

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TOTAL

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14705.081

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Rehabilitation of MSW Dumpsite

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- Building

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PART-3

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5731.6630

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0.000

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119,296.104

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Client Boundary

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71892.3684

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773842.264

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17.764

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- Well

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- Drain

AutoCAD SHX Text

- Road

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101.556

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- Ground

AutoCAD SHX Text

101.556

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- Formation

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- Weight Bridge

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at Njalianparambu for

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Kozhikode Municipal Corporation.

Documents

REQUEST FOR PROPOSAL for Rehabilitation of Municipal Solid ... · Draft Request for Proposal for Rehabilitation of Municipal Solid Waste dumpsite at Njalianparambu Memorandum General