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GOVERNMENT OF ANDHRA PRADESH WATERRESOURCES DEPARTMENT REQUEST FOR PROPOSAL OF TENDER DOCUMENT E-PROCUREMENT NOTICE INVITING TENDER CUM E-AUCTION (REVERSE TENDERING) Tender Notice No.dated: .08.2020 Name of Work :- Improvement to Escape Channel. Nippulavagu, Galeru River and Kundu River from Km. 0.000 to Km. 189.200 and Re-gradation of Vagu, flood Protection works and providing high level Bridges to en-route villages for improving the carrying capacity to 35000 cusecs”. SUPERINTENDING ENGINEER, TGP CIRCLE,NANDYAL KURNOOL DISTRICT
Transcript
Page 1: GOVERNMENT OF ANDHRA PRADESH ... · Web view174 161 10 191 148 167 181 277 129 172 205 152 266 171 176 244 146 174 Sd/-CONTRACTOR SUPERINTENDING ENGINEER GOVERNMENT OF ANDHRA PRADESH

GOVERNMENT OF ANDHRA PRADESH WATERRESOURCES DEPARTMENT

REQUEST FOR PROPOSAL OF TENDER DOCUMENT

E-PROCUREMENT NOTICE INVITING

TENDER CUM E-AUCTION

(REVERSE TENDERING)

Tender Notice No.dated: .08.2020

Name of Work :- “Improvement to Escape Channel. Nippulavagu, Galeru River and Kundu River from Km. 0.000 to Km. 189.200 and Re-gradation of Vagu, flood Protection works and providing high level Bridges to en-route villages for improving the carrying capacity to 35000 cusecs”.

SUPERINTENDING ENGINEER,TGP CIRCLE,NANDYALKURNOOL DISTRICT

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Disclaimer and Confidentiality

This TENDER Document has been prepared by Superintending Engineer, TGP circle, NANDYAL, Kurnool District Kurnool Districtsolely for the purpose of providing information to potential bidders. It is provided on a confidential basis and is not to be distributed or reproduced in whole or in part without the prior written consent of the Employer.

The information contained in this TENDER document (the “TENDER”) or subsequently provided to Bidder(s)/ Bidder(s), whether verbally or in documentary or any other form by or on behalf of Employer or any of their employees or advisors, is provided to Bidder(s) on the terms and conditions set out in this TENDER and such other terms and conditions subject to which such information is provided.

This Tender is not an agreement and is neither an offer nor invitation by “EMPLOYER (Chief Engineer, (Projects), Water Resources Dept., Kurnool and his assignee duly authorized if any, for and on behalf of the Governor of Andhra Pradesh)” to prospective Bidder/s. The purpose of this TENDER is to provide interested bidders with information that may be useful to them in preparing their proposal i.e. Eligibility/Technical Proposal, Documents and Financial Proposal (the "Bid") pursuant to this TENDER. This TENDER includes statements, which reflect various assumptions and assessments arrived at by “EMPLOYER” or their advisors in relation to the Project. Such assumptions, assessments and statements do not purport to contain all the information that each Bidder may require. It is intended to be used as a guide only and does not constitute advice, including without limitation, investment or any other type of advice. This TENDER may not be appropriate for all persons, and it is not possible for “EMPLOYER”, its employees or advisors to consider the investment objectives, financial situation and particular needs of each party who reads or uses this TENDER. The assumptions, assessments, statements and information contained in this TENDER may not be complete, accurate, adequate or correct. Each Bidder should, therefore, conduct its own investigations and analysis and should check the accuracy, adequacy, correctness, reliability and completeness of the assumptions, assessments, statements and information contained in this TENDER including annexure/attachments/ amendments and obtain independent advice from appropriate sources. “EMPLOYER” and its advisors assume that any person who reads or uses this document is capable of evaluating the merits and risks of any investment or other decision with respect to a financial/property transaction, operation, its suitability and its financial, taxation, accounting and legal implications without any reliance on this document.

Information provided in this TENDER to the Bidder/s is on a wide range of matters, some of which depend upon interpretation. The information given is not an exhaustive account of statutory requirements and should not be regarded as a complete or authoritative statement of law. This document may contain information prepared by third parties. Figures, calculations and other information contained in this document that has been provided to “EMPLOYER” by third parties have not been independently verified by

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“EMPLOYER”. Any projections or analyses represent best estimates only and may be based on assumptions, which, while reasonable, may not be correct. Past performance of any property or market information, if any, described in this document is not a reliable indication of future performance of such property. Bidders should not rely on any information contained in this document as a statement or representation of fact and must make their own enquiries to verify and satisfy themselves of all aspects of such information, including without limitation, any income, fee/rentals, dimensions, areas, zoning and permits. While the information in this document has been prepared in good faith and with due care, no representations or warranties are made (express or implied) as to the accuracy, currency, completeness, suitability or otherwise of such information. “EMPLOYER”, its advisors, officers, employees, subcontractors and agents shall not be liable (except to the extent that liability under statute or by operation of law cannot be excluded) to any person for any loss, liability, damage or expense arising directly or indirectly from or connected in any way with any use of or reliance on such information.

“EMPLOYER” accepts no responsibility for the accuracy or otherwise for any interpretation or opinion on law expressed herein. “EMPLOYER”, its employees and advisors make no representation or warranty and shall have no liability to any person, including any Bidder or Bidder under any law, statute, rules or regulations or tort, principles of restitution or unjust enrichment or otherwise for any loss, damages, cost or expense which may arise from or be incurred or suffered on account of anything contained in this TENDER or otherwise, including the accuracy, adequacy, correctness, completeness or reliability of the TENDER and any assessment, assumption, statement or information contained therein or deemed to form part of this TENDER or arising in any way during the Bidding Process. “EMPLOYER” also accepts no liability of any nature whether resulting from negligence or otherwise, howsoever caused arising from reliance of any Bidder upon the statements contained in this TENDER.

“EMPLOYER” may in its absolute discretion at any time, but without being under any obligation to do so, update, amend or supplement the information, assessment or assumptions contained in this TENDER. “EMPLOYER” may also withdraw or cancel the TENDER at any time without assigning any reasons thereof.

“EMPLOYER” reserves the right, without any obligation or liability, to accept or reject any or all applications, at any stage of the selection process, to cancel or modify the process or any part thereof, or to vary any or all the terms and conditions at any time, without assigning any reason whatsoever.

The issue of this TENDER does not imply that “EMPLOYER” is bound to select service provider or to appoint the successful service provider, as the case may be. “EMPLOYER” reserves the right to reject all or any of the Bidder/s or Bids without assigning any reason whatsoever. The Bidder shall bear all its costs associated with or relating to the preparation and submission of its Bid including but not limited to preparation, copying, postage, delivery fees, expenses associated with any demonstrations or presentations which may be required by “EMPLOYER” or any other costs incurred in connection with or relating to its Bid. All such costs and expenses will remain with the Bidder and “EMPLOYER” shall not be liable in any manner whatsoever for the same or for any other costs or other expenses incurred by a Bidder in preparation or submission of the Bid, regardless of

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the conduct or outcome of the Bidding Process.

I NDEX

S.No. Details Page NoI ARTICLE - I

Notice Inviting Tender 11.Preliminary Details 1

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2. Other Details 3 II ARTICLE - II

Instruction to Bidders 6Bidders eligible to tender 11Bidders Ineligible to tender 11Qualification data of the bidders 12General requirements 14Site Visit 25

III ARTICLE - IIITender document 26Contents of Tender Document 26Clarification of tender Document 26Pre Bid Meeting 26Amendment to Tender Documents 26

IV ARTICLE - IVPreparation of Tender 26Language of the Tender 27Documents comprising of the Tender 27Tender process 27Reverse tendering Process 29Bid offer 31Validity of Bids 33Earnest Money Deposit (EMD) 33Signing of Tenders 35

V ARTICLE - VSubmission of Tenders 35

Bid Documents 35Last Date/Time for submission of the Tender 36Modification of the Tender 36

VI ARTICLE - VITender opening and Evaluation 36Tender Opening 36Clarification on the Technical Bid 37Examination of Technical Bids and Determination

of Responsiveness37

Price Bid Opening 37Evaluation and Comparison of Price bids 37Discrepancy in Tender Percentage Quoted 38Process to Be Confidential 38

VII ARTICLE - VIIAward of Contract 39Award criteria 39

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Notification of award and signing of Contract 39Corrupt or Fraudulent Practices 40Qualification Information 41Declaration 42Statement I - VII 43-49Tender 50Bidder/Contractor’s Certificate 52

Conditions of Contract 53Contractor’s/Contractor’s Certificate 56Declaration of the Contractor 57Proforma – E Articles of Contract 58

VIII General Conditions of Contract 61A. General 611.1Definitions 611.2Interpretation 631.3Language 651.4 Priority of Documents 651.5 Engineer-In-Charge’s Decisions 661.6 Contractor’s Representative 662.Delegation 663. Contract Agreement 664. Communications 675.Sub-Contracting 686. Other Contractors 697. Personnel 718. Contractor's Risks 729.Insurance 73

Right of Access to the site and possession of the Site

73

Contractor to construct the works 7413. Deleted 7414. Temporary diversions ( works on Highways) 7515. Ramps 7516. Monsoon damages 75

17. The Works to be completed by the Intended Completion date.

76

18. Safety 7619. Discoveries 7621. Access to the site 7622. Instructions 7623. Settlement of disputes 76B. Time For Completion 7724. Programme 77

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25. Construction programme 7926. Speed of work 7926.2Clause 60 of PS toAPSS 8027. Suspension of works by the Contractor 8028. Extension of the Agreed date of completion 8029. Delays ordered by the Engineer-in-Charge 8130. Early warning 8131. Management meetings 81C. Quality Control 8132. Identifying defects 8133. Tests 8234. Correction of defects 8235. Uncorrected defects 8236. Quality control 82

36.1QualityAssurance 8336.2Quality ManagementPlan 8436.3Quality Control Responsibilities 84

D. Cost Control 85Contract price - Schedule of payment, bill of quantities

85

37. Changes in the quantities 8638. Extra items 8639. Cash flow forecasts 86

40.Contract price, Schedule of payments, payment Certificates

86

41. Payments 8642.2 Payments & Certificates 88

42. Interest on money due to the Contractor. 8943. Certificate of completion of works 90

44. Taxes included in the bid 9045. Price adjustment 9146. Retention 9347. Liquidated damages 9348. Mobilization advance Deleted 9449. Securities 9450. Cost of repairs 94E. Finishing the Contract 9451. Completion 9452. Taking over 9453. Final Account 9454. Termination by Employer 9555. Payment upon Termination 9656. Property 96

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57. Release from performance 96F. Other General Conditions 9658. Water supply 9659. Electrical power 9660. Land 9761. Approach Roads and roads in work area 9862. Payment for camp construction 9863. Explosive and fuel storage tanks 9964. Labour 9965. Safety measures for workers 10066. Fair wage clause 10067. Indemnity bond 10168. Compliance with labour regulations 10269. Salient features of some major labour laws 10270. Liabilities of the Contractor 104

71.4Engagement of staff &labour 10571. Contractor's staff , Representatives and labour 105

72. Accommodation and food 10673. Relationship 10674. Protection of adjoining premises 10675. Work during night or on Sundays and holidays 106

76. Layout of materials stacks 10677. Use of blasting materials 10778. Plant and Equipment 10779. Steel forms 10880. Inconvenience to public 10881. Conflict of interest 10882. Contract documents and material to be

treated as confidential109

83. General obligations of Contractor 10984. Security measures 10985. Firefighting measures 10986. Sanitation 10987. Training of personnel 10988. Ecological balance 11189. Preservation of existing vegetation 11290. Possession prior to completion 11291. Payment upon Termination 11392. Access to the Contractor's books 11393. Drawing to be kept at site 11394. B.I.S.(I.S.I) books and APSS to be kept at site

113

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95. Site order book 11396. Variations by way of modification,

omissions or additions.113

97. Care and diversion of river / stream 11498. Clearing of the site and re-handing over 11499.Health andSanitation 114100.Labour camp and Contractor's staff

colony116

101.Use ofsite 116102.IncomeTax 116103.Seignioragecharges 117104.Good and Service Tax(GST) 117105.Labour WelfareCess 118106.National Academy ofConstruction 118107.Supply of constructionmaterials 118108.Setting out 119109.SiteData 119110.Sufficiency of the contractprice 119111.Unforeseeabledifficulties 119112.Rights of way andfacilities 119113.Avoidance ofinterference 120114.AccessRoute 120115.Transport ofGoods 120116.Contractor’sEquipment 120

Protection of the Environment 121117.ProgressReports 121118.Programme 122119.Commencement ofWork 123120.Alterations.Omissions 123121.ForceMajeure 123122.Defect LiabilityPeriod 125

Special Conditions of Contract 1291.General 1292. Sufficiency of the bid 129

3. Scope ofwork 1304. Tests and quality control 1305. Measurements and payments 131

6.Contractor's work programme 1317.Programme - Scheduling /Re-scheduling 1328.Monthly progress reports 1329. Additional Special Conditions of Contract 132

11.1 Haul Roads 134

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12. Regulations and Bye-laws 13513 Passing of foundation etc., 13514. Signing field books, longitudinal sections,

cross sections and measurement books.135

15. Test Results 13516. Cleaning Up 13617. Communications and notices by Contractors 13618. Claim 13619. Execution of Works 13620. Alterations in Specifications and Designs 13621. Time limit for unforeseen disputes 13622. Action and compensation payable in case of

bad work.136

23. Works to be open for inspection 13724. Notice to be given before work is covered up 13725. Contractor to supply plant, ladders, scaffolding etc.,

138

26. Audit and technical examinations. 13827. Permission for crossing NH/SH/Roads /

Railway lines.138

28. Use of site 139Technical information 140Inspection 142Electricity 142Civil works 142

PROFORMAEBank Gaurantee for bid security 145Bank Gaurantee for EMD 147Bank Gaurantee for additional security 148Solvency certificate 149Undertaking 150Parent/holding Company agreement for sole applicant

151

Parent/holding Company agreement for joint venture

153

Formats B1 to B24C 155-187Data Sheets 1 to 14(Technical bid) 188-192Basic project parameters 193-201Schedule A 204-241Index Map 242-243Milestone Programme 244-267Payment Schedule

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ARTICLE 1: NOTICE INVITING TENDER

Government of Andhra PradeshWater Resources Department

NIT No . /2020-21, Date .08. 2020

Tenders for the work mentioned below are invited from the Contractors/ firms/ Companies registered with Government Andhra Pradesh (OR) with any State Government/ Central Government/ Public Sector Undertakings in appropriate class and category of registration to the monetary limits of subject tendered work.

1. Preliminary details:

Name of work:“Improvement to Escape Channel. Nippulavagu, Galeru River and Kundu River from Km. 0.000 to Km. 189.200 and Re-gradation of Vagu, flood Protection works and providing high level Bridges to en-route villages for improving the carrying capacity to 35000 cusecs”

1 Department Name : Water Resource Department2 Circle / Tender Inviting

Authority: Superintending Engineer, TGP Circle, Nandyal.

3 Tender Notice No. : /2020-21, Date .08.20204 Name of Project : Improvement to Escape Channel.

Nippulavagu, Galeru River and Kundu River from Km. 0.000 to Km. 189.200.

5 Name of Work : “Improvement to Escape Channel. Nippulavagu, Galeru River and Kundu River from Km. 0.000 to Km. 189.200 and Re-gradation of Vagu, flood Protection works and providing high level Bridges to en-route villages for improving the carrying capacity to 35000 cusecs”.

6 ECV Value (INR) : Rs.1254,73,91,132/-7 Period of Completion (in

Months): 36 Months

8 Form of Contract : LS9 Class of Contractor eligible

for tendering: Refer tender document

10 Tender Type : Open11 Bid Call (Nos.) : 1ST call12 Type of Quotation : Percentage

13 Transaction Fee : Rs 29,500/- The participating bidders will have to pay transaction fee to M/s APTS,

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Vijayawada It is mandatory for the bidders to pay the transaction fee through the Electronic payment Gateway.

14 Bid Security (INR)/EMD : EMD amount is Rs. 8,77,37,456.00. EMD shall be paid in the form of Bank Guarantee in favor of the Superintending Engineer, TGP Circle, Nandyal, and Kurnool District.to be valid for a period of 6 months from the date of bid submission to be obtained from any Government owned Public Sector Bank or any Scheduled Commercial BankorTo be paid through Net banking/RTGS/ NEFT from the Registered BankAccount.

15 Bid Document Downloading Start Date

: From .08.2020@ 09.00 AM onwards

16 Bid Document Downloading End Date

: 03.00 PM on .08.2020

17 Pre bid Meeting : .08.2020 @ 11.00 AM at O/o. The Chief Engineer & DWRO, Kurnool (AP)

18 Last Date & Time for Receipt of Bids

: 5.00 PM on .08.2020

19 PQ Stage Date & Time (EMD Submission)

: Submission of original Hard copies of the uploaded scan copies of DD/BG towards EMD by participating bidders to the tender Inviting authority before opening of the price bid is optional as per Govt Memo No.ICDO1-COOR0MISC/22/2020/ REFORMS, Dt.27.03.2020.

20 Technical Qualification Stage Date & Time

: 11.00 AM on .08.2020

21 Commercial Stage Date & Time

: 11.00 AM on .08.2020

22 Auction Date & Time : 02.00 PM on .08.202023 Declaration of Successful

Bidder by competent Authority (L1 after e-auction and physical Document verification)

: 02.00 PM on .08.2020

24 Bid Validity Period : 90 Days from last date of receipt of Bids25 Officer Inviting Bids : Superintending Engineer, TGP Circle, Nandyal,

Kurnool District.26 Bid Opening Authority : Superintending Engineer, TGP Circle, Nandyal,

Kurnool District.27 Address : O/o Superintending Engineer, TGP Circle,

Nandyal,Kurnool District,AP – Pin No.518501.28 Contact Details : Sri S. Venkata Ramanaiah, M. Tech.,

Superintending Engineer (FAC),

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TGP Circle,Nandyal,Kurnool District, AP.Pin No.518501.Cell No. 9491216370.E-Mail : [email protected]

29 Procedure for bid submission

: As per NIT

30 General Terms & Conditions / Eligibility criteria

: As per Tender Document

31 E- Auction(Reverse Tendering)

: Reverse tendering shall be followed (refer tender document for further guidelines).

32 Special conditions : Refer tender document33 Brief scope of work The brief scope of the work is as detailed

below.“Improvement to Escape Channel. Nippulavagu, Galeru River and Kundu River from Km. 0.000 to Km. 189.200 and Re-gradation of Vagu, flood Protection works and providing high level Bridges to en-route villages for improving the carrying capacity to 35000 cusecs”.For detailed scope of work, please refer the tender document.

34 Tender can be downloaded

: https://tender.apeprocurement.gov.in

35 Tender documents (in zip format)

: Tender Doc.zip

36 Others : Tender conditions are subject to modifications as per suggestions of Judicial preview/SLTC. Such changes if any will be notified through corrigendum to be issued from time to time.

2. Other Details 1.2.

2.1. The bidders need to contact the tender inviting Authority for any information/ clarifications required to submit their tenders on e – procurement marketplace.

2.2. The bidders need to register on the electronic procurement marketplace of Government of Andhra Pradesh., that is, https://tender.apeprocurement.gov.in . F or obtaining digital signature certificate, the bidders may contact APTS, VIJAYAWADA. On registration of the e – procurement marketplace they will be provided with a user ID and password by the system, and only by using the same they can submit their tenders online.

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2.3. After registering on the e – Procurement marketplace, bidders need to scan and upload the required documents as per the tender requirements.

2.4. The bidders shall authenticate the tender with their digital certificate for submitting the tender electronically on e – Procurement Platform and the tenders not authenticated by digital certificate of the bidder will not be accepted on the e – Procurement platform.

2.5. The bidder shall mandatorily pay the transaction fee to M/s APTS UNIT, VIJAYAWADA through the electronic payment Gateway.

2.6. The bidders are advised not to wait till the last day of submission of tender to avoid uploading problem, if any, on the web site.

2.7. The bidders who are desirous of participating in e – Procurement marketplace shall submit their technical bids, price bids etc., online, as prescribed in the NIT and tender documents, displayed at e – Procurement marketplace. The bidders should upload the scanned copies of all the relevant and required certificates, documents etc., in the e – procurement marketplace in support of their technical bids. The bidders shall sign on all the statements, documents, certificates, uploaded by them, owning responsibility of the correctness/authenticity.

2.8. All the bidders shall invariably upload the scanned copies of Online Payment receipts / BG towards EMD in e-Procurement system and this will be the primary requirement to consider the bid as responsive.

2.9. The bidders shall furnish a declaration online stating that the soft copies uploaded by them are genuine. Any incorrectness/deviation noticed will be viewed seriously and apart from cancelling of the Tender and forfeiting the EMD, criminal action will be initiated including suspension from business.

2.10. If the tender inviting authority requests the bidders for the submission of hard copies of uploaded documents by written (written means communicated in writing and i.e. by e-mail, fax, Telex) demand in case of necessity during the technical bid evaluation, the same shall be produced by the bidders with in specified period.

2.11. The tenders will be opened online in e-procurement platform by the Superintending Engineer, TGP Circle, Nandyal, Kurnool District or his nominee at his office on the date and time specified in the NIT. All the statements, documents, certificates, Online Payment receipts/ BG etc., uploaded by the bidders will be downloaded for technical evaluation. The clarifications, particulars if any required from the bidders will be obtained by addressing the bidders. The technical bids will be evaluated against the specified parameters/ criteria; same as in the case of conventional tenders and the technically qualified bidders will be identified. Clarification will be obtained in respect of uploaded documents only. No other document obtained / submitted will be taken into consideration in evaluation process.

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2.12. Competent Authority will carry out the technical bid evaluation solely based on the uploaded Certificates / documents, Online Payment receipts / BG towards EMD in the e- procurement System and open the Price bids of the responsive bidders.

2.13. The price-bids of such bidders, who are determined to have complied with the eligibility criteria i.e., qualified in the Technical Bid evaluation will only be opened by the Tender Inviting Authority i.e., Superintending Engineer, TGP Circle, Nandyal, Kurnool District or his nominee at his office, on the date and time specified in the NIT.

2.14. If the office happens to be closed due to any reason on the dates specified in the NIT, the respective activity will be performed at the designated time on the next working day without any notification.

2.15. The tender inviting authority or an officer designated by him will notify the successful bidder and inform by Email/ Under certificate of posting at the address indicated in the tender for submission of original hard copies of all Uploaded documents, Online Payment receipts / BG towards EMD prior to entering into Agreement within a stipulated time period.

2.16. The successful bidder shall invariably furnish the original Online Payment receipts / BG towards EMD, certificates / documents of the uploaded scanned copies, to the Agreement concluding authority before entering into agreement either personally or through courier or post within the stipulated date and shall obtain the receipt of the same, which shall be the responsibility of the successful bidder. The Department shall not take any responsibility for any delay in receipt of original Online Payment receipts / BG towards EMD, certificates / documents from the successful bidder before the stipulated time. On receipt of documents, the Tender inviting authority shall ensure the verification of genuinity of the Online Payment receipts / BG towards EMD and all other certificates / documents uploaded by the bidder in e-procurement system in support of the qualification criteria before concluding the agreement.

2.17. If any successful bidder fails to submit the original hard copies of uploaded certificates / documents, Online Payment receipts / BG towards EMD within the stipulated time or if any variation is noticed between the uploaded documents and the original hard copies submitted by the bidder, the successful bidder will be suspended from participating in the tenders on e-Procurement platform for a period of 3 yearsbesides forfeiting the EMD and also be blacklisted. The e-Procurement system would deactivate the user ID of such defaulting successful bidder based on the trigger / recommendation by the tender Inviting Authority in the system. Besides this, the Department shall invoke all processes of law including criminal prosecution of such defaulting bidder as an act of extreme deterrence to avoid delays in the tender process for execution of the development schemes taken up by the Government. The information to this extent will be displayed in the e-procurement platform website.

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2.18. Subsequent information in support of the documents specifically uploaded by the bidder shall be sought for submission before finalization of tender if required, which will be considered. Whereas the documents submitted by the bidders in the form of hard copy of the documents which are not uploaded shall not be considered for technical bid evaluation.

2.19. Any other details can be had from the Office of the Superintending Engineer, TGP Circle, Nandyal, and Kurnool District. E-mail: [email protected] Mobile No. 9491216370.

ARTICLE 2: INSTRUCTION TO BIDDERSName of Work“Improvements to escape channel, Nippula vagu, Galeru River and Kundu River from Km 0.000 to Km 189.200 and Re-gradation of Vagu, flood Protection works and Providing High Level bridges at enroute villages for improving the carrying capacity to 35000 cusecs".

Location:“Banakacharla,Velugode,BandiAtmakur,Nandyal,Madduru,Koilakuntla,Rajoli and adinimmayapalli”

Brief Scope of Work:

Nippulavagu a small stream originates on downstream of Lock-in-Sula i.e KM 120.200 of K.C. Canal. A maximum discharge of 2500 Cusecs will be let out from Lock-in-Sula into Nippulavagu, which also acts as a carrier channel in to Galeru River.One escape channel of about 3.500 Km long was excavated from Banakacherla Regulator up to joining of Nippulavagu on Northern side of Vempenta Village for the purpose of supplying water to Somasila Reservoir and Chennai. The existingvagus and riversnamely Nippulavagu, Galeru, Kundu&Pennar utilized for this purpose to carry water.Nippulavagu after confluence with Galeru serves K.C. Canal Ayacut on the way from Santa JuturuAnicut (From Reach 150.650KM of K.C. Canal to tail end to feed an ayacut of 218162Acres.) The Government of Andhra Pradesh took a decision to increase the discharge capacity of Pothireddypadu head regulator from the existing discharge of 44000 Cusecs to 80000 Cusecs.

The above said system is a part of the scheme of increasing the capacity of PothireddyPadu head Regulator to 80000 cusecs. Itis proposed to improve the Escape channel and allied system to carry 34722 cusecs from existing 10000 cusecs to deliver 3TMC per day to downstream side Reservoir on Penna River.

The above entire system is divided in to the following reaches1) Reach No.I (From Km 0.000 to Km 3.560/5.070)

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From Km 0.000 to km0.530 of Escape Channel. Presently the section of this Reach is of 8.5 mt X 11.89 mt and proposed to increase to 37.00 mt X 14.50 mt to carry the required discharge of 34722 cusecs (983 cumecs).

From Km 0.530 to km 1.060 escape channel. Presently the section of this Reach is of 16.6 mt X 9.89 mt and proposed to enlarge to 53.00 mt X 12.00 mt to carry the required discharge of 34722 cusecs (983 cumecs).

From Km 1.060 to km 1.860 escape channel. Presently the section of this Reach is of 25 mt X 7.89 mt and proposed to enlarge to 67 mt X 10.70 mt to carry the required discharge of 34722 cusecs (983 cumecs).

From Km 1.860 to km 2.300 Escape channel. Presently the section of this Reach is of 40 mt X 5.89 mt and proposed to enlarge to 70.00 mt X 10.50 mt to carry the required discharge of 34722 cusecs (983 cumecs).

From Km 2.300 to 3.560 escape channel. Presently the section of this Reach is of 54 mt X 4.89 mt and proposed to enlarge to 72.00 mt X 7.10 mt to carry the required discharge of 34722 cusecs (983 cumecs).

a) This Reach passes through New Banakacherlla and Vempenta Villages.

b) One existing the Bridge which is in dilapidated condition is to be reconstructed with a high level Bridge near Vempenta village.

c) Protection Walls are proposed to be constructed in village limits of Vempenta on Either side.

2) Reach No.II (From Km 3.560/5.070 to Km 18.200)

From Km 3.560 to 5.375 Nippula vagu. Presently the section of this Reach is of 55 mt X 2.650 mt and proposed to enlarge to 72.00 mt X 7.100 mt to carry the required discharge of 34722 c usecs (983 cumecs).

From Km 5.375 to 8.100 Nippula vagul.Presently the section of this Reach is of 55 mt X 2.650 mt and proposed to enlarge to 68.00 mt X 5.00 mt to carry the required discharge of 34722 cusecs (983 cumecs).

From Km 8.100 to 11.500 Nippulu Vagu.Presently the section of this Reach is of 50 mt X 3.450 mt and proposed to enlarge to 62.00 mt X 5.00 mt to carry the required discharge of 34722 cusecs (983 cumecs).

From Km 11.500 to 14.600 Nippulu Vagul.Presently the section of this Reach is of 75 mt X 3.745 mt and proposed to enlarge to 76.00 mt X 5.00 mt to carry The required discharge of 34722 cusecs (983 cumecs).

From Km 14.600 to 18.200 Nippulu Vagul. Presently the section of this Reach is of 55 mt X 2.00 mt and proposed to enlarge to 76.00 mt X 4.700 mt to carry the required discharge of 34722 cusecs (983 cumecs).

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This Reach Km 3.560 to Km 18.200 passes through Vempenta, Guntakandala, Abdullapuram, Velpanur and Ayyavaripalli Villages.

Four existing Bridges which are in dilapidated condition are to be reconstructed with high level Bridges near Vempenta, Velpanur and Ayyavaripalli village.

Protection Walls are proposed to be constructed in village limits of through Vempenta, Guntakandala, Velpanur and Ayyavaripalli Villages on either Side.

d) The land proposed to be acquired in this reach is 50 Acres.

3) Reach No.III (From Km 18.200 to Km 25.200)

From Km 18.200 to 25.200 ( i.e Galeru river up to Santhajutur Pickup anicut ) Galeru River Presently the section of this Reach is of 55 mt X 2.00 mt and proposed to enlarge to 80 mt X 5.00 mt to carry the required discharge of 34722 cusecs (983 cumecs)

a) This Reach passes through Madavaram, Bojanam and Paramatur Villages.b) Three existing Bridges which are in dilapidated condition are to be reconstructed with a high level Bridges near Madavaram, Bojanam and Paramatur village.c) Protection Walls are proposed to be constructed in village limits through Madavaram, Bojanam and Paramatur Villages on either sides.d) The land to be proposed in this reach is 90 Acres.

4) Reach No.IV (From Km 25.200 to Km 39.200)

From Km 25.00 to 39.200 (i.e up to Conflluence point of Kundu River) Galeru River Presently the section of this Reach is of 75 mt X 2.00 mt and proposed to enlarge to 125 mt X 5.00 mt to carry the required discharge of 34722 cusecs (983 cumecs)

a) This Reach passes through Bandiatmakur, Kakanur and Bheemavaram Villages.b) Two existing Bridges which are in dilapidated condition are to be reconstructed with high level Bridges near Bandiatmakur and Kakanur villages.c) Protection Walls are proposed to be constructed in village limits through Bandiatmakur and Kakanur Villages on either side.d) The land to be proposed in this reach is 50 Acres.

5) Reach No.V (From Km 39.200 to Km 61.000) From Km 39.200 to 61.000 ( i.e Nandyal to Madduru Road on Kundu River) Kundu River Presently the section of this Reach is of 85 mt X 2.00 mt and proposed to enlarge to 130 mt X 5.00 mt to carry the required discharge of 34722 cusecs (983 cumecs)

a) This reach passes through Bheemavaram, Madduru and Togarechedu, villages. b) Three existing bridges which are in dilapidated condition are to be reconstructed with high Level bridges near Bheemavaram, Madduru and Togarechedu village.c) Protection walls are proposed to be constructed in village limits throughBheemavaram, Madduru, Nandyal and Togarechedu villages on either side.d) The land to be proposed in this reach is 10 Acres.

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6) Reach No.VI (From Km 61.000 to Km 90.000)From Km 61.000 to 90.000 ( i.e Nandyal to Koilkuntal Road ) Kundu River Presently the section of this Reach is of 85 mt X 2.00 mt and proposed to enlarge to 130 mt X 5.00 mt to carry the required discharge of 34722 cusecs (983 cumecs)

a)This reach passes through Telapuri and Lingala villages. b) Two existing bridges which are in dilapidated condition are to be reconstructed near Telapuri and Lingala villages c) Protection walls are proposed to be constructed in village limits through Telapuri And Lingala villages on either side.d) The land to be proposed in this reach is 20 Acres.

7) Reach No.VII (From Km 90.000 to Km 114.000)From Km 90.000 to 114.000 (i.e Kakaravada to Pedda yammanur Road on Kundu river) KunduRiver presently the section of this Reach is of 85 mt X 2.00 mt and proposed to enlarge to 130 mt X 5.00 mt to carry the required discharge of 34722 cusecs (983 cumecs)

a) This reach passes through Vallampadu, Krishtipadu and Harivaram villages.b) Three existing bridges which are in dilapidated condition are to be reconstructed with high

level bridges near Vallampadu, Krishtipadu and Harivaram villages.c) Protection walls are proposed to be constructed in village limits through Vallampadu,

Krishtipadu and Harivaram villages on either side.d) The land to be proposed in this reach is 13 Acres.

8) Reach No.VIII (From Km 114.000 to Km 133.200)From Km 114.000 to 133.200 ( i.e Kundu River up to Rajoli anicut ) Kundu River Presently the section of this Reach is of 85 mt X 2.00 mt and proposed to enlarge to 130 mt X 5.00 mt to carry the required discharge of 34722 cusecs (983 cumecs)a) This reach passes through Kakaravada and Uyyalawada Villages.b) Two existing bridges which are in dilapidated condition are to be reconstructed with high

level bridges near Kakaravada and Uyyalawada Villages. c) Protection walls are proposed to be constructed in village limits through Kakaravada and

Uyyalawada Villages on either side.d) The land to be proposed in this reach is 15 Acres.

9) Reach No.IX (From Km 133.200 to Km 189.200) From Km 133.200 to 189.200 (i.e Rajoli Anicut to Confluence point of Penna River ) Kundu River Presently the section of this Reach is of 90 mt X 2.00 mt and proposed to enlarge to 180 mt X 4.20 mt to carry the required discharge of 34722 c usecs (983 cumecs).

The actual requirement of quantities will be in accordance with the approved drawings and payments will thus be regulated as per the approved drawings and as per actual execution and in such cases, where the approved designs result in any reduction in amount, the payment schedule will be adjusted to the actuals.Payment schedule will be fixed from the supplementary contract agreement supra and same remains unchanged in case of any increase in quantities and price (since final DPR with reference to BOQs and designs etc., being prepared by the

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Contractor after actual verifications and estimations etc., in a meticulous way). The tender percentage excess or less shall be applied.

i) As per Clause 65 of APSS by the contractor to produce all the invoices regarding payment of price for all the items not covered by SSR rates and also for those covered if any and the contractor shall furnish all invoices, accounts, receipts and vouchers that he may require in connection with the contact whenever required so that, that may help to take consideration of the invoice price in fixing next SSR rates and for those items where price not fixed to pay with reference to it by further enquiry at market price, particularly with reference to supplementary items for additional works not covered by scope of original

contract work specifically if any.

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A ECV put to tender. Rs.1254,73,91,132/-

B Breakup of cost of items covered in the ECV“Improvement to Escape Channel. Nippulavagu, Galeru River and Kundu River from Km. 0.000 to Km. 189.200 and Re-gradation of Vagu, flood Protection works and providing high level Bridges to en-route villages for improving the carrying capacity to 35000 cusecs.”

Rs: 1254,73,91,132/-

Total Rs.1254,73,91,132/-C Period of completion of Work. 36 MonthsD S O R adopted. SOR 2019-20E Rate adopted for Cement. Rs:4600 / MT

Rate adopted for steel(Fe 415) Rs. 38,500/MTRate adopted for steel(MS Rods, Flats and Plates) Rs. 40,000/MT

F Details of provisions made in the part two of Schedule ANAC 0.1% / as applicable from time to time.

GST As per article 4 of Preparation of Tender under para 5.8 at page 40-41

Seigniorage charges As per tender documentOthers if any As applicable

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Superintending Engineer, TGP Circle, Nandyal,Kurnool District invites tenders For the above work vide NIT No: /2020-21 dated: .08.2020.

The Superintending Engineer, TGP Circle, Nandyal, Kurnool District or his nominee at his office will open the tenders of the above work Online, on the dates mentioned in NIT. If the Office happens to be closed on the dates, the opening of tenders gets automatically postponed to the next working date, the time being unaltered, unless extended by a notification published Online through Corrigendum.“Since provision is made under the component of over head charges and contractor’s profit in the estimate from what the SSR provides on what are the contractor’s overheads, profits and other provisions in recommending 13.615%,for overhead charges include site accommodation, site arrangements, office furniture, equipments and communications, light vehicles for site supervision including administrative and managerial requirements, taking guidance of the Memo of Govt.of A.P., H &M, H&I,D/ APMSIDC, number 2807 dated. 18-11-2011 with break up for 14% including insurance now not compulsory for employer to meet in arriving to 13.615% supra of which site accommodation is 0.50%, light vehicles for site supervision etc., 0.25%, office furniture, equipment and communication 0.50%, the contractor shall provide minimum 23 good condition light vehicles for the staff of the employer so also site office accommodation, office furniture, equipment and communication and any failure so to provide will entitles to deduct the amount being arrived out of the provision from the final bill”.

1. Bidders Eligible to Tender:1.1. The bidders who

(a) Possess the valid registration in the class and categories mentioned in the NIT and satisfy all the Conditions therein.

(b) Are not blacklisted or debarred by the Government of Andhra Pradesh / any other Governments (State & Central) in India / PSUs / Suspended from the business by the Registering Authority for whatever the reason, prohibiting them not to continue in the contracting business

(c) Have complied with the eligibility criteria and other conditions specified in the NIT and tender document are only eligible to participate in the tender.

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2. Bidders Ineligible to Tender:2.1. A retired employee of the Govt. of AP or Govt. of India is disqualified from

tendering for a period of two years from the date of retirement except with the prior permission of the Government.

2.2. The Bidder who has employed any retired employee as mentioned above shall be considered as an ineligible bidder.

2.3. The contractor himself or any of his employees is found to be an officer who retired from Government Service and had not obtained permission from the Government for accepting the contractor’s employment within a period of 2 years from the date of his retirement.

2.4. The Contractor or any of his employees is found at any time after award of contract, to be such a person who had not obtained the permission of the Government as aforesaid before submission of the tender or engagement in the Contractor’s service.

2.5. Contractor shall not be eligible to tender for works in the division / circle where any of his near relatives are employed in the rank of Assistant Engineer or Assistant Executive Engineers and above on the Engineering side and Divisional Accounts Officer and above on the administrative side. The Contractor may intimate the names of persons who are working with him in any capacity or are subsequently employed. He may also furnish a list of Gazetted / Non-Gazetted, State Government Employees related to him.

2.6. Note: Near relatives include(a) Sons, stepsons, daughters, and stepdaughters.(b) Son-in-law and daughter-in-law.(c) Brother-in-law and sister-in-law.(d) Brothers and Sisters.(e) Father and Mother.(f) Wife / Husband.(g) Father-in-law and Mother-in-law(h) Nephews, nieces, uncle and aunts(i) Cousins and(j) Any person residing with or dependent on the contractor.

3. Qualification data of the biddersThe Bidder shall furnish the following particulars in the formats enclosed, supported by documentary evidence as specified in the formats. Failure to comply with the condition, the bid shall be considered incomplete and summarily rejected.

(a) Check slip to accompany the tender (in Annexure-I).(b) Attested copies of documents relating to the Registration of the firm /

company, Partnership deed / Articles of Association

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Note: The Partnership firms, which are registered as Contractors shall intimate the change in partners if any, within one month of such change. Failure to notify the change to the registration authority in time will entail the firms to forfeit their registration and their tender will be rejected. It is the responsibility of the bidders to upload the proof of intimation of change of partners if any to the Registering authority within one month of such change along with the tender. The acceptance by the Registration authority if any may also be uploaded.(c) Details of value of Civil/Mechanical and other Engineering works executed in

Government Contract works in the last 10 financial years (i.e. from 2010-11 to 2019-20) by the Bidder in Statement-I with supporting certificates.

(d) Details of similar works completed (not less than 90% of Contract Value) by the bidder during the last Ten financial Years (i.e. from 2010-11 to 2019-20) in Statement-II with supporting certificates

(e) Details of year wise physical Quantities of work executed by the bidder in the last 10 financial years (i.e. from 2010-11 to 2019-20) in Statement – III with supporting certificates.

(f) Details of existing commitments of the bidder i.e., works on hand in Statement-IV-(A) with Supporting Certificates and also details of tenders Participated /submitted in Statement–IV(B)

(g) Availability of Key & critical construction and quality control equipment with the bidder in Statement -V

(h) Availability of key personnel with the bidder for administration / site management and execution viz., technical personnel required for the work (Statement-VI)

(i) Information regarding any litigation, with Government during the last TEN Years, in which the Bidder is involved in (Statement-VII)

(j) Availability of working capital for the work [Liquid assets/ credit facility].(k) Aadhar Card(l) The bidders shall furnish a declaration online stating that the soft

copies uploaded by them are genuine. Any incorrectness/ deviation noticed will be viewed seriously and apart from cancelling of the Tender and forfeiting EMD, Criminal action will be initiated including suspension of Business.

(m) The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones.

(n) In the works contracts even the Government has created quality control mechanism in the movement and progress of works executed through construction and quality control engineers etc., who have also to verify and give certificate on quality control in recommending payment of the bills for the works done with the standard specifications and the quantities/ qualities so as to make payments by APAO/PAO concerned as part of good governance, the quality control wing duties in some cases are more perfunctory as can be seen from Vigilance & Enforcement and Anti

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Corruption Bureau investigative reports including on non-adhering to the minimum 30% of super check measure of each and every component of the respective works done, in particular on quality assessment, thereby the Tender Initiating Authority and the Superintending Engineer concerned shall give specific circular instructions fixing responsibility on the Executive Engineer and other Subordinate officers concerned for the works on hand involved under the project are of One thousand and two hundred Crores above and mainly meant for public utility of drinking water and irrigation water supply. The quality control tests can even be done in any laboratories certified by the National accreditation board for testing and caliberation laboratories (NABL).

4. General Requirements4.1. Individual/Firm/Company registered as Special class (civil) with Government

of Andhra Pradesh with valid registration in terms of G.O.MS. No. 94 I&CAD(PW-COD) Dept. dt. 01.07.2003 and G.O.MS. No. 130 I&CAD(PW-Reforms) Dept. dt. 22.05.2007 are permitted to participate in Tenders.

4.2. Individual / Firm/ Company registered with any State Government/ Central Government/ Public Sector Undertakings in appropriate class and category of registration to the monetary limits of subject tendered work are also eligible to participate in tendering as per GO Ms No. 67, WR (Reforms) Dept., Dt.16.08.2019.

4.3. Joint Venture

A. The intending bidder can be individual / Joint Venture upto 3(three) members / Consortium upto 3(Three members) and must be the one registered as partnership firm in India with names of all the partners find place in the Registrar of Firms. If not Registered by the time of bid submission, they all must give a written undertaking as the joint venture/consortium upto 3 members / partners, all from Indian nationality and none from abroad, that they shall cause register their partnership within three months and also must furnish under the Indian Partnership Act, with the Registrar of Firms all the members including the lead member names with address, e-mail etc., and such proof must be submitted along with the firm registration. Among them, the lead member’s share shall be not less than 50% and the other members shall also have the remaining to represent 100% and of each other atleast 20% share of financial equity of the contribution.The eligibility criteria is from the combined resources of JV members/partners.All the JV members/partners shall be responsible for the contract work completion and for defect liabilities, operation and maintenance and for further three months jointly and severally and they shall undertake to the same effect so that they cannot terminate the joint venture of partnership meantime. The authorization if at all to be given other than to the lead member as managing partner for this purpose of this bids, it shall be by a duly stamped and registered or notarized power of attorney by other partners under the

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Indian Laws. In the written undertaking it must also be mentioned that none of them are disqualified either by black listing in any government contract within India nor involved in any criminal cases and no any insolvency or bankruptcy proceedings pending against them.Any member of the JV/ partnership applied for or availed corporate debt restructuring / strategic debt restructuring and not cleared the loan for more than six years/ whether DRT/NCLT proceedings pending or not, is not eligible to participate in the bid.

B. In case of J.V, any one of the partners of the J.V should have a valid contractor registration in appropriate class and category registered with Government of Andhra Pradesh / any State Government/ Central Government/ Public Sector to Undertakings eligible participate in tenders upto the monetary limits of subject tendered work are eligible to participate in tenders. In case the J.V. happens to be successful Contractor, all JV partners shall apply for registration /submit contractor registration certificate registered with Government of Andhra Pradesh within 3 months from the date of agreement. Failure to comply with this, the contract shall be cancelled duly forfeiting the E.M.D and value of work done as on date besides blacklisting the J.V. partners.

C. The J.V Agreement should clearly exhibit the responsibilities of each of the J.V members. The non-lead members of the J.V shall execute a Power of Attorney in favor of the Lead Member authorizing the Lead Member to conduct all business for and on behalf of the J.V during (a) Tendering process and (b) execution and for successful performance of the Works including the Defect Liability and Operation and Maintenance periods in case of award of work. All the JV Partners shall execute a Power of Attorney in favor of one of its officers to be the Authorized Signatory for signing the Bid Documents and also to undertake all other acts and deeds on the behalf of the J.V in connection with the Bid and the Contract.

D. The J.V Agreement should contain a clause that in case the work is awarded, the JV agreement / deed is irrevocable by any one or all the members together until 3 months after completion of contract period including the defect liability. In case of Extension of time granted by the employer, the deed is also deemed to be extended for the period of such extension granted by the employer and that it is irrevocable until 3 months after the completion of the extended periods and the defect liability period.

E. The J.V Agreement should also include J.V members to agree that the above undertaking to be without any prejudice to the various liabilities of the members of the J.V (Contractor) including the performance security deposit (EMD) as well as all the other obligations for successful completion of the contract. The J.V members are individually and severally responsible for all Contractual obligations till completion of defect liability period plus 3 months irrespective of the share proportions of the J.V partners.

F. In case of J.V, in meeting the requirement of eligibility criteria the experience of each of the members of J.V shall be added together to arrive the combined eligibility of the J.V to determine the bidders compliance. Regarding available bid capacity, in case of J.V., the bid capacity of each of

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the members of J.V. shall be added together to arrive the combined Bid capacity.

G. Change in composition of the Consortium or J.V. is not permitted at any stage after submission of bids.

H. The experience of the work for which bids are invited shall be shared among the members of J.V. not more than ratio of their financial equity participation in the work as mentioned in the JV agreement furnished at the time of bidding.

I. In case any member of a JV bids either in individual capacity or as Partner of the firm / Director/ MD of a company or as a member of another JV bids for the same work, all such bidders will be disqualified.

J. Foreign companies/Firms are not eligible for participating in the bid even as a J.V partner also.

4.4 Qualification criteria for opening of the price bid The Contractor should satisfy the following:

i. Individual / Firm/ Company registered as Special class (civil) with Government of Andhra Pradesh with valid registration in terms of G.O.MS. No. 94 I&CAD(PW-COD) Dept. dt. 01.07.2003 and G.O.MS. No. 130 I&CAD(PW-Reforms) Dept. dt. 22.05.2007 (OR) Individual / Firm/ Company registered with any State Government/ Central Government/ Public Sector Undertakings in appropriate class and category of registration to the monetary limits of subject tendered work are also eligible to participate in tendering as per GO Ms No. 67, WR (Reforms) Dept., Dt.16.08.2019.

ii. Joint Ventures or consortium or the like entity by more than one individualare allowed to participate in the Tenders. The total members in the Joint venture or consortium or the like entity by more than one individual shall not be more than 3 (Three).

iii. To Qualify for opening the Price Bid each bidder in its name, should have, during the last TEN Financial years in which tenders are invited (i.e. from 2010-2011 to 2019-20)i. Satisfactorily completed, (not less than 90% of Contract Value) as PRIME

CONTRACTOR or as a sub-contractor (duly certified by the Executive Engineer and counter signed by Superintending Engineer ) or as a partner of Joint Venture or consortium or the like entity by more than one individual similar works of value not less than Rs.209,12,48,522 Crores (Usually not less than 50% of Value of Work per year) in any TWO financial year during last TEN financial years updated to current price level giving a weightage of 10% per year.

ii. Executed in any Twofinancial years during the last TEN financial years the following minimum physical quantities. (Usually 50% of the expected peak quantities of construction per year).

iii. The bidder should have successfully executed and completed/Commissioned similar works such as Civil works, Mechanical, Electrical works, Canal Network and CM & CD works in India as a prime Contractor or as a Member of Joint

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Ventureor consortium or the like entity by more than one individual in any one project within any two financial years during last 10 Financial years updated to the current price level giving a weightage of 10% per year.

sl.no Principal Items of Work

Total Quantity Minimum Required

1 EWE and Embankment 7,51,45,891 Cum 1,25,24,315 Cum2 Cement Concrete of

all grades andReinforced Cement

Concrete2,39,437 Cum 39,906 Cum

iv. The bidder should be cumulatively net profit making during the last Ten Financial Years. In case of JV, all members shall be cumulatively net profit making during the last Ten Financial Years to be certified by the chartered accountant (i.e., the combined total profit and loss put together in the last Ten Financial Years should be in profit.)preferably from the works relating to Government contracts.

v. The Bidder / Firms / Companies / any member of Joint Venture or consortium or the like entity by more than one individualwho has applied for / availed Corporate Debt Restructuring (CDR) /Strategic Debt Restructuring (SDR)/ and not cleared the loan for more than 6 years/ whether DRT/ NCLT Proceedings pending or not, is not eligible to participate in the bid. A certificate from Chartered Accountant to the effect that (CDR/SDR)/NCLT not applied/ not availed/not continuing under CDR/SDR/NCLT shall be uploaded by the bidders.

vi. The Contractor should have Liquid asset/Credit facilities/Solvency certificate from any Indian Nationalised / Scheduled Banks of value not less than Rs. 104,56,24,261 Crores (shall be equivalent to 3 months estimated cash flow in peak construction period) and the same should be uploaded. The solvency certificate provided by the Contractor should not be more than 3months old and the credit facilities certificate shall be work specific.

vii. Registration certificate of appropriate Class and Category as per NIT.

viii. Necessary Online Payment / B.G towards E.M.D. as per tender documents.ix. Transaction fee at 0.03% of ECV + 18% GST as applicable through the electronic

payment Gateway subject to limitation as indicated.x. Bid Capacity:

The bidders who meet the above qualification criteria and whose available bid capacity is more or equal to the ECV value will only be qualified for

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opening of Price bid. The available bid capacity will be calculated as under:

Available Bid Capacity = 3 * A * N –BWhere,A =Maximum value of Civil/Mechanical/Electrical/EM&HM/Other

Engineering works executed / in progress in Government Contract works in its name in any two financial years during the last TEN financial years (updated to current Price level) taking into account the works completed as well as works in progress.

Attach certificate(s) issued by the Executive Engineer(s) concerned or equivalent and counter signed by Superintending Engineer(s) or Equivalent Rank officer(s) showing work wise / year wise value of work done in respect of all the works executed / in progress by the bidder during last TEN financial years as per statement-I.

ORCertificate from Chartered Accountant regarding Annual Financial

Turnover of the bidder in all Civil/Mechanical and other Engineering works executed in Government Contract works duly authenticated by Statutory Auditor along with audit balance sheet shall be furnished.

N = Number of years prescribed for completion of the work for which Tenders are invited.

B = Updated value (at current Price level), of all existing Commitments i.e., ongoing works to be executed during the Period of completion of the work for which Tenders are invited.

Note 1:1) Annual turnover of the bidder based on Civil andother Engineering works

executed in Government Department works and also the balance value of works on hand etc., shall be updated by giving weightage of 10% per year to bring them to current price level.

2) In case of individual / firm/ companies/ Joint Venturesor consortium or the like entity by more than one individual , the maximum value of Similar works / Maximum Physical Quantity executed by the bidder/ Joint Venture members in any TWO financial years within the block period of 10 Years will be added and considered to evaluate the qualification criteria of the bidders .Note.2: The “B” value as to the existing commitments and ongoing works concerned it invariably requires certification by the Superintending Engineer concerned and without which the calculation shown by the bidder simply on bid capacity cannot be considered but for rejection of bid on the said requirement

Note.3: In case the bidder submits that there are no existing commitments and ongoing works anywhere in the country, he shall file an affidavit to that effect duly notarized with undertaking for criminal prosecution if any thing found in the affidavit information is untrue besides right of the employer to terminate the contract and for other legal recourse.

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4.5 Experience Certificates for Evaluation of Qualification Criteria :

A.The experience gained by the bidder as Prime Contractor for the works executed in State/ central/ PSU/ Other Government works Department Shall only be considered. The experience certificate (s) shall be issued by the Executive Engineer(s) concerned or equivalent and counter signed by Superintending Engineer(s) or Equivalent Rank officer(s).

B. Sub-contractor’s experience(chosen if at all), in his name will be taken into account in determining the Bidder’s compliance to the Qualification criteria, duly certified by the EE or equivalent and countersigned by SE or equivalent. Sub contractor’s experience, in his name for the works awarded by competent authority in terms of Government of Andhra Pradesh/CPWD/ Other State Governments and PSU as per their norms shall alone be considered. Certificate in proof of such Sub-Contractor’s experience as stated above shall be signed by the Executive Engineer or equivalent and counter signed by the Superintending Engineer or equivalent and furnished along with the Bid. Any deviations to these norms shall not be entertained.

C. The Sub-Contractor’s experience (chosen if at all) certificate should contain all relevant particulars as required for consideration under Qualification Criteria. It is the responsibility of the Bidder to furnish all relevant documents in proof of official subcontracting for the experience produced.

D. In case of works executed by Joint ventureor consortium or the like entity by more than one individual, the experience gained to the extent of the bidder’s share shall be taken into account in determining the bidder’s compliance with the qualification criteria.

E. The experience gained by the bidders by execution of private works& foreign works shall not be considered in determining the bidder’s compliance to the qualification criteria.

F. General Power of Attorney holder’s experience shall not be taken into Account.

G. The Employer reserves the right to undertake a verification of the experience so stated, through engaging the services of a Professional Agency, and if any discrepancies are noticed in the information provided by the Contractor/Successful Contractor/ Contractor (meaning one or more members, in case of JV) regarding previous relevant experience, the said Contractor/ Successful Contractor/Contractor shall be disqualified duly forfeiting EMD and value of work done and shall be liable to pay damages as determined by the Employer. Further, the Contractor/ Successful Contractor/ Contractor shall be blacklisted.

4.6 To Qualify for award of work, each bidder should further demonstrate:

A. Availability (either owned or leased or to be procured) of the following key and critical equipment.

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S. No Items Capacity Requirement1 Batching Plant required 30 Cum/hr 4 Nos2 Transit Millers 6 cum 10 Nos3 Loader 7 Nos4 JCB 7 Nos5 Hydras 3 Nos6 Water Tanks 12000 Lit 10 Nos7 Generators 125 Kv 5 No8 Vibromax Power Roller 10 Ton 10 Nos9 Needle Vibrators 40/60 mm 30 Nos10 Excavators EX 200 30 Nos11 Tippers 14 Cum 100 Nos12 Dozers D65 10 Nos13 Wagon Driller 4 Nos14 Rock Breaker 9-10 Cum 2 Nos15 BT Road Paver 10 T 2 Nos16 Oil engines 10 Hp 20 Nos

In case of owned equipment, the bidder has to upload either a certificate issued by the Executive Engineer (the certificate should not be more than 3 years old) (or) a Declaration on non-judicial stamp paper worth Rs 100/- as prescribed in Statement V along with sufficient proof of documents in support of owning key and critical equipment’s such as Invoice / certificate of registration by the competent authority.

In case of Leased equipment, the bidder shall invariably upload the lease agreement along with sufficient proof of documents in support of owning leased equipment’s by the lessee, such as certificate issued by the Executive Engineer (the certificate should not be more than 3 years old) (or) Invoice / certificate of registration by the competent authority in proof of owning the key and critical equipment.

B. Availability of key personnel with adequate experience (as required should be indicated based on the requirement for the work to be executed)

Sl.No Details of Employee MinimumNos required

MinimumExperience in years

1 Graduate Engineer(Civil) 8 102 Diploma Engineers( Civil) 14 33 Graduate Engineer

(Mechanical)1 10

4 Safety Engineers (Duly 1 5

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qualified)5 Senior Geologist (Duly

qualified)1 10

6 Junior Safety Engineer (Duly qualified)

2 2

7Electrical &ElectronicsEngineer (specialized in large E&M and H&Mworks)

1 10

No payment shall be made by the Government for deployment of key personnel as it is a part of the rate structure.

Each bidder shall furnish proof of having the above required number of qualified Technical Personnel to be used exclusivelyon this work. The bidders shall also upload the consent letters of the technical personnel to work with the bidder during execution of the work along with qualification certificates of the proposed technical personnel. The bidder shall execute a bond to that effect to engage for the work exclusively the employees supra on full time and maintain pay and attendance rolls and make available to the field engineers and other officers of the employer for verification at the site office or wherever required.

C. Quality control laboratory“(Having NABL)”:

The contractor shall show proof owning/leasing quality control testing equipment. The following equipment’s are required.

i) SOILS:A. Electronic weigh Balance 6kg, B. Electronic weigh Balance 600gmx0.01g.C. Sieves 4.75mm, 2.36mm, 1.18mm, 600micron, 300micron, 150micron

and 75 micron, Pan and coverD. Sieve Shaker, Motofrized, with Built-in Digital TimerE. Liquid Limit Device,F. Plastic Limit setG. Shrinkage Limit Set.H. Specific Gravity TestI. Hydrometer, Analysis with all accessoriesJ. Direct Shear Test Apparatus 2 kN capacityK. Triaxial Shear test ApparatusL. Swell Test Apparatus.M. Free Swell Test ApparatusN. Consolidation Apparatus.O. Compaction Test Apparatus for light compactionP. Compaction Test Apparatus for heavy compaction.Q. Cylindrical Core Cutter, made of steel 100mm dia x 130mm long along

with dolly including Rammer, with Steel Rod, Straight Edge, Trowel,

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Tray etc.,(ii) Sand Pouring Cylinder Apparatus, 100mm Dia The equipment consist of the following parts : sand pouring Cylinder, Cylinder Calibration Container 100mm ID x 150mm height, Metal tray size 30x30x4 cm, with 10cm central hole.

R. Rapid Moisture Meter.S. Relative Density Apparatus.T. In-situ Permeability test Apparatus including soil extraction etc.,

complete.U. Laboratory Permeability Apparatus.V. Standard Penetration Test (SPT) Set.W. Laboratory California Bearing Ratio TestApparatus.

ii) COARSE AGGREGATE:A. Sieves for Coarse Aggregate forroadB. Sieves G.I. Frame 30cm dia x 80mm, 40mm,20mm, 12.5mm, 10mm,

4.75mm, 2.36mm, pan and coverC. Electronic weigh balance20kgsD. Thickness Gauge with ISI Certification Mark IS: 2386 (PartI)E. Length Gauge with ISI Certification Mark IS: 2386 (Part I Alkali

aggregate reactivity test scalesF. Sieve G.I. Frame 45cm dia x 31.5mm, 16mm,8.6mm.G. Solution of sodium or magnesium sulphate.H. Sodium hydroxide.(ii) graduated glass bottle.I. Petrography by animation hammer.J. Aggregate Impact Tester.(ii) Crushing Value Apparatus.K. Los Angeles Abrasion testing machine with Counter.L. Digital length comparator with air tight lid androd.

iii) CEMENT:A. Vicat Apparatus with ISI Certification Mark, IS:5513, fitted in

Aluminium Box.B. Consistency Plunger (in Plastic Case).C. Le-Chatelier Mould, with ISI Certification MarkIS:5514,each.D. Cube moulds of size 75mm x75mm x75 mm for cement testingE. Lab cement autoclaveF. Shrinkage bar mouldG. Vibrating machineH. Length comparatorI. Prism mould (50x50x200), rod of205mm

iv) CONCRETE:A. Slump Test Apparatus with testing rod and baseplate.B. PHBalanceC. Mould, Cast Iron, of 150mmx 150mm x150mm Cube with ISI

Certification Mark.D. Tamping Rod, Steel, and 16mm dia x 600 mm length with ISI

Certification Mark, IS: 10086.

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E. Digital Compression Testing Machine, Capacity2000kN.F. Universal TestingMachine.G. U.S.P.V Machine.(Ultra Sonic PulseVelocity)H. Digital Reboundhammer.I. Concrete Penetrometer, SpringType.J. Core Drilling Machine Including with core bit 75mm, 100mmK. Concrete Mixer, Drum Type, Capacity 1 CubicFeet.L. Vibrating Table, 50 x 50cm for 4 moulds of 150mmcube.

Note: “The quality control tests have to be done in any laboratories certified by the National accreditation board for testing and caliberation laboratories (NABL)” .The bidder has to upload a certificate issued by the Executive Engineer (the certificate should not be more than 3 years old) towards owning Quality control laboratory certified by NABL (or) proof of tie up with an established Quality control testing laboratory suitable for the tendered work. The bidders may also furnish a declaration on non-judicial stamp paper worth Rs 100/- as prescribed in Statement V along with sufficient documentary proof in support of owning the Quality Control testing lab equipment such as Invoice / certificate of registration by the competent authority.

No payment shall be made by the Government for establishment of Quality control laboratory.

4.7 The bidder shall submit the copies of documents of: -

A. GST Registration certificate and latest GST returns certificate of Government of Andhra Pradesh.

B. PAN Card and copy of latest I.T returns.4.8 DELETED4.9 Bids, which do not fulfill the Eligibility Criteria, will not be

considered.

4.10 In case of discrepancy between the Price Bid quoted on line in the template provided and in supporting documents uploaded, the Price Bid quoted in the template provided online only would be considered for evaluation.

4.11 The Employer reserves the right to cancel any tender or all the tenders without assigning any reasons.

4.12 Even though the bidders meet the above qualifying criteria, the bidder will be disqualified duly forfeiting the EMD and also they will be suspended / blacklisted, if they have

A. Furnished false / fabricated particulars in the forms / statements / annexure submitted in proof of the qualification requirements and/or

B. Not turned up for entering into agreement, when called upon, and /or

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C. Record of poor progress such as abandoning the work, not properly completing the contract, inordinate delays in completion, litigation history or financial failures etc. and/or

D. been found, while execution of the work, that, the work was awarded to the Contractor based on false / fake certificates of experience/ forms/ Statements/ annexure submitted in proof of the qualification requirement, the Contractor will be blacklisted and work will be taken over invoking clause 61 of PS to APDSS.

4.13 Tenders with an excess of above 5 % of the ECV value shall summarily be rejected.

4.14 For tenders up to 10 % less than the ECV value of work, no additional security deposit is required. But for tenders less by more than 10% of the ECV value of work, the difference between the tendered amount and 90% of the ECV value in shape of BG/ Online Payment Receipt shall be collected from the successful Bidder before concluding the agreement.

4.15 SUB CONTRACT:

There is no right to the prime contractor to sub-contract any part of the contract works, but for to address the employer seeking permission. If the prime contractor desires to sub-contract any part of the work during execution, the prime contractorshould submit in writing the necessity of sub-contracting of any part of the contract work, subject to the ceiling of 25% in all, along with the name of the proposed Sub- Contractor, details of qualification,experience and valid registration and as to the proposed Sub-Contractor gets eligibility from suitable class for such sub-contract work and that he verified and found genuine-ness of the proposed sub-contractors information. No further qualification criteria other than valid registration is required to consider for sub- contracting the works upto a value of Rs.2.00crores.However the total value of works to be awarded on sub-contracting shall not exceed 25% of the contract value. The Tender Accepting Authority before awarding of works on sub-contracting (subject to total sub-contracting of not more than 25 % of the contract value either to one or more sub-contractors) shall verify the genuineness oftheproposedSub-Contractor`squalification and other eligibility criteria andiftheSub-Contractorsatisfiesthe qualification and other eligibility criteria with reference to the criteria of prime contractor in proportion to the value of work proposed to be sub-contracted, he may address for approval by the State level Technical Committee. It is after according of approval by the State level Technical Committee for any such Sub-Contracting, the Tender Accepting Authority can permit such Sub-Contracting and clearly mention as to earlier any part of work permitted by sub-contracting and if so with proposed one it no

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way exceeds 25% of the contract value.

There shall be a tripartite agreement for the sub-contract work that has to be entered by the employer, contractor, sub-contractor together with an undertaking by the contractor to make payments to the sub-contractor for the works direct with no responsibility of the employer for such sub-contract work between prime contractor and sub-contractor and the sub-contractor also covenants that he shall not make any claim against the employer against the sub-contract works but for against the prime contractor.

If necessary, the Engineer–in–charge can make payments directly to the sub contractor to maintain required rate of progress of the work, for which the prime contractor cannot question/object in making payment adjustments out of the contract value.

The extent of subletting shall be added to the experience of the sub-contractor and to that extent deducted from that of the main contractor.

It is the responsibility of the main contractor to clear the liabilities if any that arise on the portion of the work executed by the sub contractor till the completion of the contract work and also till end of the defect liability period of the work, besides end of operation and maintenance period covered if any therein.

4.16 ONETENDER PER BIDDER: Each bidder shall submit only one Tender for the work. A Bidder who submits more than one Tender either in the form of individual or a partner in the firm/ J.V. partners/ Companies will cause dis-qualification of all the Tenders submitted by the Bidder.

4.17 COST OF TENDERING: The bidder shall bear all costs associated with the preparation and submission of his Tender and the tender inviting authority will in no case be responsible and liable for those costs.

5. Site VisitThe Bidder/contractor along with qualified engineers of expertise, at the

Bidder’s own responsibility and risk is advised to visit and examine the Site of Work and its surroundings and obtain all information that may be necessary for preparing the Tender for entering into a contract, for construction of the work. The costs of visiting the site shall be at the Bidder’s own expense.

ARTICLE 3: TENDER DOCUMENT

1. Contents of Tender Document1.1. One set of Tender document, comprises of the following:

(a) Technical bid

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i) Notice Inviting Tenders (NIT)ii) Instruction to Biddersiii) Forms of Tender and qualification informationiv) Conditions of Contract.v) Specifications.vi) Drawings.vii) Forms of Securities, EMD, Additional Security etc.,

(b) Price bidi) Bill of Quantities and Price bid.

2. Clarification on Tender DocumentsA prospective bidder requiring any clarification on Tender documents may contact the

Tender Inviting Officer at the address indicated in the NIT. The Tender Inviting Officer will also respond to any request sought for clarification, either received through post or in person, should be before .08.2020.

3. Pre-bid MeetingThe pre-bid meeting that the pre-bid meeting shall be confined only to get

clarifications and to the extent not covered by the Judicial Preview Process and where ever any reference to pre-bid meeting, same shall be understood.

4. Amendment to Tender documents4.1. Before the last date for submission of Tenders, the Tender Inviting Authority

may modify any of the Contents of the Tender Notice, Tender documents by issuing amendment / Addendum.

4.2. Any addendum / amendments issued by the Tender Inviting Authority shall be part of the Tender Document and it shall be notified in online through corrigendum.

4.3. To give prospective Bidders reasonable time to take an Addendum / Amendment into account in preparing their tenders, the Tender Inviting Authority shall ensure that such Addendum / Amendment shall not be issued before 48 hours from stipulated last date and time for bid submission .

4.4. It is the responsibility of the bidders to take notice of such Addendums / Amendments till the last date / time stipulated for submission of tenders. No plea of the bidders, who fail to take note of such Addendums / Amendments, will be entertained.

ARTICLE 4: PREPARATION OF TENDER

1. Language of the TenderAll documents relating to the tender shall be in the English language only.

2. Documents comprising of the Tender2.1. After registering on the e-procurement market place, bidders need to scan

and upload the required documents as per the tender requirements.

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2.2. The Bidders shall authenticate the tender with their digital certificate for submitting the tender electronically on e-procurement Platform and the tenders not authenticated by Digital certificate of the bidder will not be accepted on the e-procurement platform.

2.3. The bidder shall mandatorily pay the transaction fee to M/s. APTS, Vijayawada through the electronic payment Gateway.

3. Tender Process:3.1. The bidders who are desirous of participating in e-procurement marketplace

shall submit their technical bids, price bids etc., online in the standard format prescribed in the NIT and tender documents as displayed at e -procurement market place. The bidders should upload the scanned copies of all the relevant and required certificates, documents etc., in the e-procurement market place in support of their technical bids. The bidders shall sign on all the statements, documents, certificates uploaded by them, owning responsibility for their correctness/authenticity.

3.2. All the bidders shall invariably upload the scanned copies of Online Payment Receipt / BG towards EMD in e- Procurement system and this shall be the primary requirement for Technical bid evaluation.

3.3. The bidder shall furnish a declaration in online stating that the soft copies uploaded by them are genuine. Any incorrectness/deviation noticed will be viewed seriously and apart from canceling the work duly forfeiting the EMD, criminal action will be initiated including suspension from business.

3.4. The successful bidder shall invariably furnish the original Online Payment Receipt / BG towards EMD, certificates / documents of the uploaded scanned copies, to the Agreement concluding authority before entering into agreement either personally or through courier or post within the stipulated date and shall obtain the receipt of the same, which shall be the responsibility of the successful bidder. The Department shall not take any responsibility for any delay in receipt of original Online Payment Receipt / BG towards EMD, certificates / documents from the successful bidder before the stipulated time. On receipt of documents, the Tender Inviting Authority shall ensure the verification of genuineness of the Online Payment Receipt / BG towards EMD and all other certificates / documents uploaded by the bidder in e-procurement system in support of the qualification criteria before concluding the agreement.

3.5. The tenders will be opened online in e-procurement platform by the Superintending Engineer, TGP Circle, Nandyal, Kurnool District or his nominee at his office on the date and time specified in the NIT. All the statements, documents, certificates, Online Payment Receipt / BG etc., uploaded by the bidders will be downloaded for technical bid evaluation. The clarifications, particulars if any required from the bidders will be obtained by addressing the bidders. The technical bids will be evaluated as per the specified parameters/ criteria will be determined.

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3.6. The Department shall carry out the technical bid evaluation solely based on the Uploaded Certificates / documents; Online Payment Receipt / BG towards EMD in the e- procurement System. The result of technical bid evaluation will be displayed on the e-procurement market place, for the benefit by all the bidders, participated in the tenders.

3.7. The price-bids of such bidders, who are determined to have complied with the eligibility criteria, i.e., qualified in Technical bid evaluation will only be opened by Superintending Engineer, TGP Circle, Nandyal, Kurnool District or his nominee at his office, on the date and time specified in the NIT, or any other date postponed and notified in the e-procurement platform.

3.8. If the office happens to be closed on the dates specified in the NIT, the respective activity will be performed at the designated time on the next working day without any notification.

3.9. Deleted.

3.10. In respect of tenders for Water Resources Department works costing more than Rs. 100 Crores will be referred to State level technical committee constituted vide G.O. Ms. No. 24 (WRD-Reforms) dated 12.06.2020

3.11. The State level technical committee shall scrutinize the tenders submitted by Engineer-in-Chief / Chief Engineer in accordance with the conditions stipulated in the tender document and in case any discrepancy or non-adherence to the conditions, the same shall be communicated which will be binding both on the tender inviting authority and bidder. In case of any ambiguity the decision taken by the State Level Technical Committee on tenders shall be final.

3.12. If any successful bidder fails to attend the office of the agreement concluding authority on or before the time specified will be suspended from participating in the tenders on e-Procurement platform for a period of 3years besides forfeiting the EMD and also be black listed. The e- Procurement system would deactivate the user ID of such defaulting successful bidder based on the trigger / recommendation by the tender Inviting Authority in thesystem.

3.13. Any other details can be had from the Office of the Superintending Engineer, TGP Circle, Nandyal,Kurnool District.

4. Reverse Tendering Process 4.1. The Government of Andhra Pradesh instructed all the Works / Procurement

Departments to adopt Reverse Tendering Process and the Water Resources Department issued Guidelines and Procedure for Reverse Tendering Process vide G.O.Ms.No.67, WR (Reforms) Dept., Dt.16.08.2019.

3.14.

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3.15. 3.16. 4.2. All technically qualified agencies/ bidders will be eligible to participate in e-

auction/ Reverse tendering process in terms of guidelines issued vide G.O.Ms.No.67, WR (Reforms) Dept., Dt.16.08.2019

4.3. All the bidders shall invariably upload in e- Procurement system the scanned copies of all the required documents, valid contractor registration certificate, BG/Online payment receipt towards EMD and statement I to VII duly filled & signed in proof of satisfaction of eligibility criteria as stipulated in tender document. The bidder shall invariably upload a self declaration form including all documents in support of qualification criterion as per tender conditions. This will be the primary requirement to consider the bid as responsive.

4.4. All bidders shall upload supporting documents for their submittals under each technical and financial criterion. In case of documents found to be defective, incorrect or forged and therefore claim of qualification is not supported, severe action including forfeiture of EMD shall be taken.

4.5. Submission of original Hard copies of the uploaded scan copies of DD/BG towards EMD by participating bidders to the tender Inviting authority before opening of the price bid is optional as per Govt Memo No.ICDO1-COOR0MISC/22/2020/ REFORMS, Dt.27.03.2020.

4.6. The Department shall carry out the technical bid evaluation solely based on the uploaded documents and open the price bids of the responsive bidders and proceed further for reverse auctioning.

4.7. The Price bids of all the qualified bidders shall be opened and the lowest quoted price bid among the qualified bidders in the tender process shall be determined.

4.8. To conduct the reverse tender process at least two bidders would be required.4.9. The L1 Price Offer (Initial) shall be the maximum allowable Bid price for the

reverse tendering process.4.10. Only one round of reverse tendering shall be carried out in which bidders can

revise their bids multiple times within the time limits specified.4.11. At the start of the Reverse Tendering process the Maximum Allowable Bid

Price will be set and bidders shall submit their bids in an online platform.4.12. Names of the bidders / vendors shall be anonymously masked in the Reverse

Tendering process and vendors will be given suitable dummy names.4.13. The initial period of the Reverse tendering process will be 3 hours, following

which there will be auto extensions of time by 15 minutes in case of any reduction in bids recorded in the prior15 minutes.

4.14. Only the current L1 bid shall be visible to all bidders who may revise their bids until the end of the process.

4.15. During Reverse tendering process, Decrements made in each subsequent bid shall not be less than 0.5% of the ECV.

4.16. The L1 bid may be determined following a period of inactivity of more than 15 minutes of reverse bidding after the initial 3 hour period after closure of the main bidding.

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4.17. Following the determination of the L1 bid, the L1 bidder’s supporting documents under each technical and commercial criterion shall be verified by the Tender inviting authority/ SE or equivalent.

4.18. Deleted4.19. In respect of tenders for Water Resources Department works costing more

than Rs. 100 Crores will be referred to State level technical committee constituted vide G.O. Ms. No. 24 (WRD-Reforms) dated 12.06.2020

4.20. The State level technical committee shall scrutinize the tenders submitted by Engineer-in-Chief / Chief Engineer in accordance with the conditions stipulated in the tender document and in case any discrepancy or non-adherence to the conditions, the same shall be communicated which will be binding both on the tender inviting authority and bidder. In case of any ambiguity the decision taken by the State Level Technical Committee on tenders shall be final.

4.21. Upon successful verification of the L1 bidder’s supporting documents on approval of tender by the competent authority, the reverse tendering process shall be closed, declaring the L1 bidder as “successful bidder” and the remaining bidders in the process shall be notified as “unsuccessful” and their respective EMDs shall be refunded.

4.22. In case there are discrepancies between the L1 bidder’s declarations under the technical and financial criteria and the supporting documents submitted and on non fulfillment of eligibility criteria, the L1 bidder shall be disqualified, his EMD shall be forfeited, he will be removed from the reverse tendering process and the remaining bidders shall be notified of the date and time when the reverse tendering process shall be resumed.

4.23. The reverse tendering process shall be resumed with the L2 price as the Maximum Allowable Bid Price. The date and time will be intimated to the other qualified bidders.

4.24. Only 15 minutes shall be initially allowed for the remaining bidders to revise their bids, subject to automatic extensions of 15 minutes incase of any reduction in bids recorded in the prior 15 minutes.

4.25. The reverse tendering process shall continue until the determination of a successful bidder as per the procedure indicated in the above clauses.

4.26. The tender inviting authority reserves the right to cancel the tenders without resuming the reverse tendering process without any liability to the department/ tender inviting authority.

4.27. If any successful bidder fails to attend the office of the agreement concluding authority on or before the time specified will be suspended from participating in the tenders on e-Procurement platform for a period of 3 years besides forfeiting the EMD and also be block listed. The e- Procurement system would deactivate the user ID of such defaulting successful bidder based on the trigger / recommendation by the tender Inviting Authority in the system.

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4.28. Government in Water Resources Department is competent to issue any clarification if required.

1.2.

5. Bid offer5.1 As it is the LScontract and the estimates are prepared tentatively for inviting

tenders. The bidder/s shall quote their offer as a overall tender percentage.

5.2 The tender offer shall be for the whole work and not for individual items / part of the work.

5.3 GST, NAC, and Seigniorage Charges are Reimbursable as specified in Part-II of Bill of Quantities.

5.4 All other duties, taxes and other levies payable by the contractor as per State / Central Government rules in vogue as on the last date of submission of price bid are deemed to have been included in the tender percentage quoted by the bidder.

5.5 LABOUR CESS:It is the liability of the Contractor to pay the Labour cess as per Government Rules/norms from time to time. The Government Water Resource Department is no way liable for the same in any contingency.

5.6 National Academy Construction: The Bid price quoted by the Contractor is exclusive of NAC and shall be recovered at the rate 0.1% on the cost of construction in each bill of the contractor and reimbursed within provisions made in the Schedule-A, Part II.

5.7 Goods and Service Tax (GST) Component: The prospective bidder/service provider/ contractor must be one having GST registration within the State of Andhra Pradesh and without which not eligible to bid, so that the State Government shall not suffer any loss of revenue. The prospective bidder/service provider/contractor is liable to produce proof of its GST registration within the State of Andhra Pradesh as one of the eligibility criteria of technical bid qualifications. If in case not already registered shall undertake by affidavit to cause registered before bid finalization so to consider, however without which not eligible for bid acceptance even declared as successful bidder and even under reverse tendering process and for such default not only forfeiture of EMD, but also be made liable for other civil and penal consequences.The service provider/contractor is liable to pay GST and TDS (GST) shall be deducted at source on every respective bill payment made by client which includes all components as per Section 15(2) of GST Act, 2017.The Contractor shall produce all bills/receipts and accounts regarding cost of material and GST paid thereon and any input subsidy claimed and availed to adjust, whenever the client/employer requires. The SOR rates to be taken in preparing the estimates for arriving value of the contract works must be on Base price for only material components excluding the GST. Needless to say so far as hire charges of machinery component, labour component since no way attracts for GST payment, so also not liable by department to include GST on contractors profit and overheads. In case the GST levied is on overall amount paid for the works contract to the contractor, same shall be taken care of in consultation with the Commercial tax department, so

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that the State shall not suffer any financial loss and the contractor shall not unduly bebenefited.So far as said GST liability, it is as per the rates of tax applicable if the contract is not exempted from GST concerned. The tax component in so far as works and service contracts for GST as on date is as per G.O.Ms.No.58, Finance(WR.I), Department, dt.08-05-2018 and relevant GOs/ Circulars/ Clarifications being issued from time to time by Government of Andhra Pradesh.

5.8 Seigniorage Charges: The estimate Unit Rates of various items are exclusive of Seigniorage charges. A lump sum provision of Seigniorage charges is provided in Part-II of Schedule-A as per G.O.Ms. No. 11 (INDUSTRIES AND COMMERCE (M-II) DEPARTMENT) Dated: 11.02.2020. The Seigniorage charges rates will be effected for the material used on the work as modified by the Government from time to time are recovered on all materials and ordinary earth used in the work from the bills on the quantities measured. The Seigniorage charges shall be recovered from the bills of the contractor on the work done and measured quantities at the rates prescribed in G.O. Ms. No. 11 (INDUSTRIES AND COMMERCE (M-II) DEPARTMENT) Dated: 11.02.2020 and the same shall be Reimbursed after providing of evidence of payment of Seigniorage charges.

The seigniorage charges are liable to be revised and amended from time to time by the State Government. In case of revision, the revised seigniorage charges as fixed by the State Government have to be adopted and the same will be reimbursed

5.9 DELETED.

5.10 Charges payable to M/s APTS, VIJAYAWADA(a) The service charges payable to M/s APTS, VIJAYAWADA are as indicated

below.(b) The participating bidders will pay transaction fee @ 0.03% of ECV (Estimate

Contract Value) + 18% GST as applicable on 0.03% of ECV. The ceiling amount of Transaction fee for works costing ECV upto Rs 50 Crores is Rs 10,000/- + 18 % GST as applicable on Rs.10,000/- and for works costing with ECV above Rs 50 Crores, the ceiling amount of transaction fee is Rs 25,000/- + 18% GST as applicable on Rs.25,000/-.

(c) All the participating bidders shall electronically pay the transaction fee to the Service provider through Payment Gateway service on e-procurement platform. Payment of transaction fee by the participating bidders through the Electronic Payment Gateway is made mandatory for tenders.

(d) GST as levied by the GOI on transaction fee; electronic payment gateway charges are to be borne by the bidders.

(e) The Successful bidder will pay further fee @ 0.04% of ECV (Estimate Contract Value) payable to the Managing Director, APTS to create an e-Procurement corpus fund to be administered by APTS (The ceiling amount of the above fee for works costing ECVupto Rs 50 Crores is Rs 10,000 and

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for works costing with ECV above Rs 50 Crores is Rs 25,000).(f) The above fee is payable by the successful bidder through a D.D. drawn in

favour of Managing Director, APTS, VIJAYAWADA at the time of conclusion of the agreement. The said DD shall be sent to Managing Director, APTS / by the Superintending Engineer who is entering into agreement with the successful bidder.

6. Validity of Bids6.1. Bids shall remain valid for a period of 3 (Three) months from the stipulated

last date of receipt of Bids.

6.2. During the above mentioned period no plea by the Contractor for any sort of modification of the Bid based upon or arising out of any alleged misunderstandings or misconceptions or mistakes or for any other reason will be entertained. If the bidders withdraw their tender during validity period prior to award of the work, the bidder will be blacklisted duly forfeiting the EMD.

6.3. In exceptional circumstances, prior to expiry of the original time limit, the Bid Inviting Officer may request the bidders to extend the period of validity for a specified additional period. Such request to the bidders shall be made in writing. A bidder may accept or refuse the request without forfeiting the EMD. A bidder agreeing to the request will not be permitted to modify his Bid but will be required to extend the validity of his EMD for a period of the extension of validity of the bid.

7. Earnest Money Deposit (EMD)

7.1. The bidders shall invariably pay the Earnest Money Deposit Rs.8,77,37,456.00 (1% EMD for works valied upto Rs. 500 Crores and for over and above to it half of it to say ½% beyond 500 Crores at the time of uploading the tendors) through Net Banking/ RTGS/NEFT from their registered bank accounts only or using Credit Card / Debit Card as per the VISA/Master Card Guidelines as per GO Ms.No.8, ITE&C Dept Dt.8-5-2016) / Challan Generation in favor of APAO (Works & Projects), Nandyal (or) Bank Guarantee in favour of “Superintending Engineer, TGP circle,Nandyal,Kurnool District”.

7.2. All the bidders shall invariably upload the scanned copies of Online payment receipt / BG towards EMD as indicated in the NIT along with the tender in e-Procurement system and this will be the primary requirement to consider the tender for technical bid evaluation.

7.3. The BG shall be from a Nationalized Bank / Scheduled Commercial Bank valid for a period of 6 Months from the date of issue of tender notice. Copy of the Online payment receipt / BG towards EMD is to be scanned and uploaded along with the Bid. Further, the E.M.D. paid by the successful Bidder at the time of submission of hard copies of uploaded tender documents in the shape of Online Payment receipt / Bank Guarantee will be discharged if the Bidder furnishes

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Bank Guarantee for the full Performance Security of 2½ % at the time of concluding agreement.

7.4. This Deposit can be in the form of,

(a) Online Payment receipt from any Indian Nationalized Bank/ Scheduled Bank Or

(b) An Unconditional and irrevocable Bank Guarantee in the form given under formats of securities, from an Indian Nationalized Bank/ Scheduled Bank. The beneficiary of BG shall be Superintending Engineer, TGP circle, Nandyal, Kurnool District and the BG has to be obtained by the Contractor only.

(c) In case of any valid extension of Contract Period is granted, the Validity of BG towards Performance Security shall also be extended for the corresponding period.The banker should be informed that the Bank Guarantee should not be liquidated without official consent in writing of Government/ Employer.

7.5. The earnest money deposited by the successful Bidder will not carry any interest and it will be dealt with as provided in the conditions stipulated in the tender.

7.6. The EMD Shall be forfeited:(a) The Bid Security shall be forfeited as Damages without prejudice to any

other right or remedy that may be available to the Authority under the Bidding Documents and/or under the Agreement, or otherwise, under the following conditions:

(b) If a Bidder withdraws its Bid during the period of Bid validity as specified in this TENDER

(c) to sign the Agreement for whatever the reason.

(d) In case of the Executive Engineer / Superintending Engineer /Chief Engineer / Commissionerate of Tenders undertake to investigate and to take into account each tender and in consideration of the work thereby involved, all earnest money deposited by the Bidder will be forfeited to the Government in the event of such Bidder either modifying or withdrawing his tender within the said validity period.

8. Signing of Tenders

8.1. If an individual makes the tender, it shall be signed by him with his full name and his address. If it is made by a firm, it shall be signed with the co-partnership name by a member of the firm, who shall also sign and furnish his own name, and address of each member of the firm. If the tender is made by a corporation it shall be signed by a duly authorized officer who shall produce, with his tender, satisfactory evidence of his authorization. Such tendering corporation may be required before the contract is executed, to furnish

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evidence of its corporate existence. Tenders signed on behalf of G.P.A. holder will be rejected.

8.2. The authorization if at all to be given other than to the lead member as managing partner for this purpose of this bids, it shall be by a duly stamped and registered or notarized power of attorney by other partners under the Indian Laws. In the written undertaking it must also be mentioned that none of them are disqualified either by black listing in any Government contract within India nor involved in any criminal cases and no any insolvency or bankruptcy proceedings pending against them.

8.3. The Tender shall contain no alterations or additions, except those to comply with instructions issued by the Tender Inviting Officer, or as necessary to correct errors made by the Bidder, in which case all such corrections shall be initiated by the person signing the Tender.

8.4. No alteration which is made by the Bidder in the contract form, the conditions of the contract, the drawings, specifications or statements / formats or quantities accompanying the same will be recognized; and, if any such alterations are made the tender will be void.

ARTICLE 5: SUBMISSION OF TENDERS1.2.3.4.1. Bid Documents

1.1. The bidders who participate in tenders online, shall submit the following invariably failure to comply with the condition the bid shall be considered incomplete and rejected.(a) Check Slip(b) Copy of contractor’s registration certificate under appropriate class and

category as per NIT and Tender Document (c) The contractors shall furnish copy of permanent Account Number (PAN) Card

and copy of Latest Income tax returns.(d) GST Registration Certificate and latest GST returns certificate of

Government of Andhra Pradesh. GST returns shall be for the preceding quarter i.e., three (3) months before the month of tendering.

(e) Details of value of Civil and Other Engineering works executed in Government Contract Works the last 10 financial years (i.e. from 2010-11 to 2019-20) by the Bidder in Statement-I with supporting certificates.

(f) Details of similar works completed (not less than 90% of contract value) by the bidder during the last 10 financial Years (i.e. from 2010-11 to 2019-20) in Statement-II with supporting certificates.

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(g) Details of required physical Quantities of work executed by the bidder in the last 10 financial years (i.e. from 2010-11 to 2019-20) in Statement – III with supporting certificates.

(h) Details of existing commitments of the bidder i.e., works on hand in Statement-IV-A with Supporting Certificates and also details of tenders submitted in Statement-IV-(A)

(i) Availability of Key & critical construction and quality control equipment’s with the bidder in Statement-V

(j) Availability of key personnel with the bidder for administration / site management and execution viz., technical personnel required for the work (Statement-VI)

(k) Information regarding any litigation, with Government during the last Ten years, in which the Bidder is involved in Statement-VII

(l) Availability of working capital for the work: Net Liquid assets / credit facilities of not less than Rs: 104,56,24,261 Crores (shall be equivalent to 3 months estimated cash flow in peak construction period) in the form of Annexure–I(B).

(m) Aadhar Card (S) as per requirement in the tender document

2. Last Date / Time for Submission of the Tender2.1. Tenders must be submitted not later than the date and time specified in NIT. 2.2. The Tender Inviting Authority may modify the dates for bid documents

downloaded date / end date / last date for submission of tenders / date of opening of Technical bid / Date of opening of Price bids by issuing an amendment in which case all rights and obligations of the Tender Inviting Authority will remain same.

2.3. Any Tender received after the last date / time prescribed in NIT will be summarily rejected.

3. Modification to the TenderNo Tender shall be modified after the last date /time of submission of Tenders

ARTICLE 6: TENDER OPENING AND EVALUATION

1. Tender OpeningThe technical bid containing qualification requirements as per Statements- I to VII will be evaluated by the tender opening authority.

2. Clarification on the Technical bid2.1. The tender opening authority may call upon any Bidder for clarification on the

statements, documentary proof relating to the technical bid. The request for clarification and response thereto shall be in writing and it shall be only on the qualification information furnished by the bidder. The clarification called for from the bidders shall be furnished within the stipulated period, which shall not be more than a week.

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2.2. The Bidder if so desires, shall agree in writing to furnish the clarification called for within the stipulated period and if he fails to do so, evaluation of the bid will be made based on the information available.

3. Examination of Technical Bids and determination of Responsiveness3.1. The Tender Opening Authority will evaluate the Technical bid and determines

whether each Bidder is satisfying the eligibility criteria prescribed in the tender document and declares them as a qualified/ not qualified Bidder.

3.2. If the technical bid of a Bidder is not satisfying the eligibility criteria the Tender Opening Authority will reject it. However, the tender accepting authority detects any discrepancy in the evaluation of Tenders, the tender accepting authority while returning the tenders may direct the Superintending Engineer / Chief Engineer / Engineer-in- Chief as the case may be, to re-evaluate and re-submit the tenders.

4. Price Bid Opening

4.1. The Price Bids of qualified Bidders whose technical Bids are found satisfying the eligibility criteria shall be opened on the date and time fixed.(a) The Price Bid of the Unqualified Bidders will not be opened.(b) Tenders shall be scrutinized in accordance with the conditions stipulated in

the Tender document. In case of any discrepancy or non-adherence to Conditions the Tender accepting authority shall communicate the same which will be binding both on the tender Opening authority and the Bidder. In case of any ambiguity, the decision taken by the Tender Accepting Authority on tenders shall be final.

5. Evaluation and comparison Of Price bids

5.1. The Tender Opening Authority will evaluate and compare the price bids of all the qualified Bidders.

5.2. Deleted.

5.3. Selection of Bidder among the lowest & equally quoted bidders will be in the following order:

(a) The bidder whose bid capacity is higher will be selected.(b) In case the bid capacity is also same the Bidder whose annual turnover is

more will be preferred.(c) If the criteria mentioned above incidentally become the same, the turnover

on similar works and thereafter machinery available for the work and then the clean track record respectively will be considered for selection.

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6. Discrepancy in Tender Percentage Quoted

In case of any discrepancy between the overall tender percentage quoted in words and figures, the percentage quoted in words shall prevail.

7. Process to be confidential

7.1. Information relating to the examination, clarification, evaluation and comparison of Tenders and recommendations for the award of a contract shall not be disclosed to Bidders or any other persons not officially concerned with such process until the tender accepting authority has announced the award to the successful Bidder. Any effort by a Bidder to influence the processing of Tenders or award decisions may result in the rejection of his Tender.

7.2. The percentages quoted by the bidders shall be kept confidential and it shall not be disclosed till his / their price bid is opened by the competent authority. Violation of such confidentiality the bid /bids will be rejected and such bidder will be debarred from participation in tenders for a period of ‘1’year.

7.3. No Bidder shall contact the Tender Inviting Authority or any authority concerned with finalization of tenders on any matter relating to tender from the time of the Tender opening to the time the Contract is awarded

7.4. Before recommending / accepting the tender, the tender recommending / agreement concluding authority may verify the correctness of certificates submitted to meet the eligibility criteria and specifically experience.

7.5. Deleted.

7.6. In respect of tenders for Water Resources Department works costing more than Rs. 100 Crores will be referred to State level technical committee constituted vide G.O. Ms. No. 24 (WRD-Reforms) dated 12.06.2020

7.7. The State level technical committee shall scrutinize the tenders submitted by Engineer-in-Chief / Chief Engineer in accordance with the conditions stipulated in the tender document and in case any discrepancy or non-adherence to the conditions, the same shall be communicated which will be binding both on the tender inviting authority and bidder. In case of any ambiguity the decision taken by the State Level Technical Committee on tenders shall be final.

ARTICLE 7: AWARD OF CONTRACT1. Award Criteria

The Superintending Engineer / Chief Engineer /SLTCwill award or recommend to the competent authority for award of the contract to the Bidder who is found technically qualified as per the Tender conditions and whose price bid is lowest. The tender accepting authority reserves the right to accept or reject any Tender or all tenders and to cancel the Tendering process, at any time prior to the award of

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Contract, without thereby incurring any liability to the affected Bidder or Bidders or any obligation to inform the affected Bidder or Bidders of the reasons for such action.

2. Notification of Award and Signing of ContractThe Bidder whose Tender has been accepted will be notified of the award of the

work by the Superintending Engineer, prior to expiry of the Tender validity period by registered letter. This letter (hereinafter and in the Conditions of Contract called “Letter of Acceptance”) will indicate the sum that the Government will pay to the Contractor in consideration of the execution, completion, and maintenance of the Works by the Contractor as prescribed by the Contract (hereinafter and in the Contract called the “Contract Amount”).

When a tender is accepted the concerned Bidder shall attend the office of the Superintending Engineer concerned on the date fixed in the Letter of acceptance. Upon intimation being given by the Superintending Engineer, of acceptance of his tender, the bidder shall make payment of the balance E.M.D., by way of Online payment receipt or unconditional and irrevocable Bank Guarantee obtained from a Nationalized Bank/Scheduled Commercial Bank, with a validity period of Agreement period plus Defect Liability period plus 3 months, and sign an agreement in the form prescribed by the department for the due fulfillment of the contract. Failure to attend the Chief Engineer’s/Superintending Engineer’s office on the date fixed, in the written intimation, to enter into the required agreement shall entail forfeiture of the Earnest Money besides taking action. The written agreement to be entered into between the contractor and the Government shall be the foundation of the rights and obligations of both the parties and the contract shall not be deemed to be complete until the agreement has first been signed by the contractor and then by the proper officer authorized to enter into contract on behalf of the Government.

The successful Bidder has to sign an agreement within a stipulated time from the date of receipt of communication of acceptance of his tender. On failure to do so his tender will be cancelled duly forfeiting the E.M.D., without issuing any further notice and action will be initiated for blacklisting the bidder.

3. Corrupt or Fraudulent Practices3.1. The Government requires that the Bidder / suppliers / contractors under

Government financed contracts, observe the highest standard of ethics during the procurement and execution of such contracts. In pursuance of this policy, the Government define for the purpose of the provisions as follows.(a) “Corrupt practices” means the offering, giving, receiving or soliciting of

anything of value to influence the action of a Government official in procurement process or in contract execution: and

(b) “Fraudulent practice” means a misrepresentation of facts in order to influence a procurement process or the execution of a contract to the detriment of the Government and includes collusive practice among Bidders (prior to or after Tender submission) designed to establish in Tender prices at artificial non-competitive levels and to deprive the Government of the benefits of free and open competition.

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(c) Will reject a proposal for award if it determines that the Bidder recommended for award has engaged in corrupt or fraudulent practices in competing for the contract in question.

(d) Will blacklist / or debar a firm, either indefinitely or for a stated period of time, if at any time determines that the firm has engaged in corrupt or fraudulent practices in competing for, or in executing a Government Contract.

(e) Furthermore, Bidders shall be aware of the provisions stated in the General Conditions of Contract.

3.2. The A.P.S.S. shall form part of the contract. He shall also carefully study the drawing and additional specifications and all the documents which form part of the contract be entered into by the successful Bidder.

3.3. Bidders attention is directed to requirements of materials under the clause materials and “Workman ship” in the preliminary specifications. Material conforming to the Bureau of Indian Standards (BIS) only shall be used on the work and the Bids shall quote his bid accordingly.

3.4. The Bidder has to do his own testing of materials and satisfy himself that they confirm to the specifications of respective B.I.S. codes before Bidding.

3.5. The contractor shall himself procure the required construction materials of approved quality including the earth for formation of embankment and water from source of his choice.

1. The contractor shall himself procure all materials required for the work well in advance.

2.3.

4. Qualification Information

Check Slip to accompany the Tender

(TO BE FILLED IN AND SUBMITTED BY THE CONTRACTOR ALONG WITH BID)

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Sd/- CONTRACTOR SUPERINTENDING ENGINEER

Sl. No. Description Status

Proof there of page

nos.A B C D1 Copy of VALI Contractors Registration of

individual/ Firm/ Company registered with Government of Andhra Pradesh / Any State Government/ Central Government/ Central Government Undertakings.

Yes/No

2 Copy of BG / Online payment towards EMD Yes/No

3

Copy of Permanent Account Number (PAN) Card and copy of Latest Income tax returns submitted along with proof of receipt

Yes/No

4

GST Registration Certificate & latest GST return certificate of Government of Andhra Pradesh

Yes/No

5

Details of value of Engineering works executed in Government Contract works the last 10financial years in the Tenderer’s name in Statement-I with supporting certificates.

Yes/No

6

Details of similar works completed as Prime Contractor (in the same name) during the last 10 financial Years in Statement-II with supporting certificates.

Yes/No

7

Quantities of work executed as Prime Contractor (in the same name) in the last 10 financial years - in Statement – III with supporting certificates

Yes/No

8

Details of existing commitments i.e., works on hand in Statement-IV(A) and details of Tenders submitted in Statement-IV(B)with Supporting Certificates.

Yes/No

9Availability of critical equipment with the bidder in Statement –V Yes/No

10Availability of key personnel with the bidder in Statement –VI

11Litigation history of the bidder in Statement –VII

Yes/ No

12

Proof of liquid assets in the shape of Solvency certificates/ credit facilities from scheduled banks for the required amount

Yes/ No

13Any other mandatory documents in proof of eligibility criteria as per tender document

Yes/ No

14Transaction Fee Online Payment Yes/

No

15Self Declaration sheet as per the tender document Yes/No

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Note:1. The statements shall be in the formats appended to the tender document2. The information shall be filled in by the tenderer in the checklist and statements

I to VII and shall be enclosed to the technical bid for the purposes of verification as well as evaluation of the tenderer’s compliance to the qualification criteria as provided in the tender document. All the certificates, documents, statements as per checklist shall be submitted online by the tenderer

3. The bidder shall sign on all the statements, documents, certificates uploaded by him owning the responsibility for their correctness/authenticity.

4. All the statements copies of the certificates, documents etc., enclosed to the Technical bid shall be given page numbers on the right corner of each certificate, which will be indicated in column (4) above against each item. The statements furnished shall be in the formats appended to the tender document.

5. The information shall be filled-in by the Bidder in the checklist and statements- I to VII, shall be uploaded along with to the Technical bid for the purposes of verification as well as evaluation of the bidder’s Compliance to the qualification criteria as provided in the Tender document.

DECLARATION

I / WE ……………………………………… have gone through carefully all the Tender conditions and solemnly declare that I / we will abide by any penal action such as disqualification or black listing or determination of contract or any other action deemed fit, taken by, the Department against us, if it is found that the statements, documents, certificates produced by us are false / fabricated.

I / WE hereby declare that, I / WE have not been blacklisted / debarred / Suspended / demoted in any department in Andhra Pradesh or in any State due to any reasons.

Signature of the Bidder

STATEMENT – I

Details of value of Civil/Other Engineering work executed Government Contract Works in each year during the last TEN financial years by the Bidder.

Sl. No.

Financial Year Value in Rs.

1 2010-112 2011-123 2012-134 2013-145 2014-156 2015-16

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7 2016-178 2017-189 2018-1910 2019-20

a) Attach certificate(s) issued by the Executive Engineer (s) concerned or equivalent and counter signed by Superintending Engineer (s) or Equivalent Rank officer (s) showing work wise / year wise value of work done in respect of all the works executed by the Bidder during last TEN financial years.

ORb) Certificate from Chartered Accountant regarding Annual Financial Turnover of

the bidder in all Civil/Other Engineering works executed in Government Contract works duly authenticated by Statutory Auditor along with audit balance sheet shall be furnished.

.

Signature of the Bidder

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STATEMENT – IIDetails of similar works completed (not less than 90% of Physical Contract

Value) in the Name of the Bidder during the last TEN financial years.

Sl. No

Name of the work

Address of Tendering

inviting Authority

Agreement No. & dated.

Value of

Contract

Stipulated period of

completion

Actual date of completion

1 2 3 4 5 6 7

Value of work done year wise during the last ‘TEN’ financial years. Total value of work done.

1st

Year

2nd

Year

3rd

Year

4th

Year

5th

Year

6th

Year

7th

Year

8th

Year

9th Year

10th

Year

8 9 10 11 12 13 14 15 16 17

Attach certificates issued by the Executive Engineer (s) concerned or Equivalent and countersigned by the Superintending Engineer (s) or Equivalent Rank officer (s)

Signature of the Bidder

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STATEMENT – IIIPhysical quantities executed by the Bidder in the last TEN financial years. [Work

wise / year wise].Sl. No.

Financial Year

Name of work

Agt.No

Quantities executed / Year wise. Any other items.

1 2 3 4 5 6 7 8 9 10

1

2

3

4

5

6

7

8

9

10

Attach certificates in support of the above quantities issued by the Executive Engineer(s) concerned or Equivalent and countersigned by the Superintending Engineer (s) or Equivalent Rank officer(s) duly showing the quantities executed year wise.

Signature of the Bidder

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STATEMENT – IV

Details of Existing Commitments.Details of bidder’s works on hand and yet to be completed as on the date of

submission of the Tender and works for which Tenders have been submitted are to be furnished.

A) Existing Commitments on ongoing works:

Sl.No

Name of

work

Address of

Tendering inviti

ng Autho

rity

Agt. No.&

Date

Value of

cont-ract

Stipul-

ated period of comp-

letion

Value of work done

so far.

Balance Value of works to be

completed

Anticipated date

of completi

on

Updated value of balance

work with

current price level

1 2 3 4 5 6 7 8 9 10

Attach certificates issued by the Executive Engineer(s) concerned or Equivalent and countersigned by Superintending Engineer (s) or Equivalent Rank officer (s) indicating the balance work to be done, and likely period of completion. The “B” value as to the existing commitments and on going works concerned it invariably requires certification by the Superintending Engineer concerned and without which the calculation shown by the bidder simply on bid capacity cannot be considered but for rejection of bid on the said requirements. In case bidder submits that there are no existing commitments and ongoing works anywhere in the country, he shall file an affidavit to that effect duly notarized with under taking for criminal prosecution if any thing found in the affidavit information is untrue besides right of the employer to terminate the contract and for other legal recourse.

Signature of the Bidder

B) Details of works for which Tenders are submitted / likely to be awarded

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Sl. No.

Name of work

Address of Tendering

inviting Authority

Estima-ted

value of work

Stipulated

period of

comple-tion

Date on which tender

was submitted

Present stage of Tender.

1 2 3 4 5 6 7

Signature of the Bidder

STATEMENT - V

Availability of Critical Equipment

The Bidder should furnish the information required below, regarding the availability of the equipment, required for construction / quality control.

Sl. No.

Details of Equipmen

t

Number require

d

Number

Owned (Latest Certificate issued by

E.E /Invoices/registration certificate should

be enclosed)

Leased(lease deed for the work tendered and

proof of owning machinery of lessee should be enclosed)

1 2 3 4 5

Signature of the Bidder

The Bidders has to submit either a certificate issued by the Executive Engineer

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or Equivalent (or) a Declaration on non-judicial stamp paper worth Rs 100/- as prescribed in statement-V given above along with sufficient proof of document in support of owning such as invoice/certificate of registration by competent authority in support of the critical equipment.

STATEMENT – VI.

Availability of Key PersonnelQualification and experience of Key Personnel proposed to be deployed for

execution of the Contract.

Sl. No Name Designation QualificationTotal

Experience

Working with the Bidder since.

1 2 3 4 5 6

Each bidder shall furnish proof of having the above required No.of qualified technical personal to be used exclusively on this work. The bidders shall also upload the consent letters of technical personal to work with the bidder during the execution of work along with qualification certificates of proposed technical personal. The bidders shall execute a bond to that effect to engage for the work exclusively the employees supra on full time and maintain pay and attendance rolls make available to the field engineers and other officers of employer for verification at the site office or wherever required.

Signature of the Bidder

STATEMENT - VII

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Information on litigation history in which Bidder is the Petitioner during last Tenyears.

S. No

Case No. / Year

Court where filed.

Subject Matter / Prayer in the

case.Respondents i.e., SE / CE Present Stage.

1 2 3 4 5 6

Signature of the Bidder

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TENDERDate: ……………

To The Superintending Engineer, T.G.P CircleNandyal,Kurnool.Sir,

I / We do hereby tender and if this tender be accepted, undertake to execute the following work viz), as shown in the drawings and described in the specifications deposited in the office of the Superintending Engineer, T.G.P circle,Nandyal, Kurnool District with such variations by way of alterations or additions to, and omissions from the said works and method of payment as provided for in the “conditions of the contract” for the sum of Rupees……………… or such other sum as may be arrived under the clause of the standard preliminary specifications relating to “Payment on lump-sum basis or by final measurement at unit rates”

I/WE have also quoted percentage (both in words and figures) excess or less or at par on E.C.V., in Schedule ‘A’ Part-I, annexed for which I/We agree to execute the work when the lump sum payment under the terms of the agreement is varied by payment on measurement quantities.

I/WE have quoted Percentage excessor less or at par on E.C.V., in Schedule ‘A’ Part – I. In case of any discrepancy between the percentage excess or less or at par on E.C.V., the percentage quoted in words only shall prevail.

I/WE agreed to keep the offer in this tender valid for a period of Three months/ mentioned in the tender notice and not to modify the whole or any part of it for any reason within above period. If the tender is withdrawn by me/us for any reasons whatsoever, the earnest money paid by me/us will be forfeited to Government

I/WE hereby distinctly and expressly, declare and acknowledge that, before the submission of my/our tender I/We have carefully followed the instructions in the tender notice and have read the A.P.S.S. and the preliminary specifications therein and the A.P.S.S. addenda volume and that I/We have made such examination of the contract documents and the plans, specifications and quantities and amendments if any the location where the said work is to be done, and such investigation of the work required to be done, and in regard to the material required to be furnished as to enable me/us to thoroughly understand the intention of same and the requirements, covenants, agreements, stipulations and restrictions contained in the contract, and in the said plans and specifications and distinctly agree that I/We will not hereafter make any claim or demand upon the Government based upon or arising out of any alleged misunderstanding or misconception /or mistake on my / our part of the said requirement, covenants, agreements, stipulations, restrictions and conditions etc.I / WE shall not assign the contract or sublet any portion of the same except the conditions mentioned in General conditions of contract. In case if it becomes necessary such subletting with the permission of the Executive Engineer shall be

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limited to (1) Labour contract, (2) Material contract, (3) Transport contract and (4) Engaging specialists for special item of work enjoined in A.P.S.S.IF MY / OUR tender is not accepted the EMD shall be returned to me / us on application when intimation is sent to me/us of rejection or at the expiration of three Months from last date of receipt of this tender, whichever is earlier. If my / our tender is accepted the earnest money shall be retained by the Government as security for the due fulfillment of this contract. If upon written intimation to me/us by the Superintending Engineer’s, I / We fail to attend the said office on the date herein fixed or if upon intimation being given to me/us by the Superintending Engineer / Executive Engineer or acceptance of my/our tender, and if I / We fail to make the additional security deposit or to enter into the required agreement as defined in condition-3 of the tender notice, then I / We agree the forfeiture of the earnest money. Any notice required to be served on me/us here under shall be sufficiently served on me/us if delivered to me/us hereunder personally or forwarded to me/us by post to (registered or ordinary) or left at my/our address given herein. Such notice shall if sent by post be deemed to have been served on me/us at the time when in due course of post it would be delivered at the address to which it is sent.

I / WE fully understand that the written agreement to be entered into between me/us and the Government shall be the foundation of the rights of the both the parties and the contract shall not be deemed to be complete until the agreement has first been signed by me/us and then by the proper officer authorized to enter into contract on behalf of Government.

I AM/WE are professionally qualified and my/our qualifications are given below:

Name Qualification

I / WE will employ the following technical staff for supervising the work and will see that all of them are always at site during working hours, personally checking all items of works and to pay extra attention to such works as required special attention (e.g.) Reinforced concrete work etc.

Name of members of technical staff proposed to be employed Qualification.

I / WE declare that I/WE agree for recovery of the salaries of the technical staff actually engaged on the work by the department, from the work bills, if I/We fail to employ technical staff as per the tender condition.

BIDDERS / CONTRACTOR’S CERTIFICATE.

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(1) I/WE hereby declare that I / We have perused in detail and examined closely the A.P Standard Specifications, all clauses of the preliminary specifications with all amendments and have either examined all the standards specifications or will examine all the standard specifications for items for which I/We tender, before I/We submit such tender and agree to be bound and comply with all such specifications for this agreement which I/We execute in the -----------------Department.

(2) I / WE certify that I / we have inspected the site of the work and required quarries before quoting my / our Percentage excess or less or at par on ECV, I /we have satisfied about the quality, availability and transport facilities for stones, sand and other materials.

(3) I / WE am/are prepared to furnish detailed data in support of all my quoted percentage, if and when called upon to do so without any reservations.

(4) I / WE hereby declare that I / We will accept the recovery of further security deposit of 7 ½% from Running Account bills.

(5) I / WE hereby declare that I am / we are accepting to reject my tender in terms of conditions of instructions to bidders.

(6) I / WE hereby declare that I am / we are accepting for the defect liability period as prescribed.

(7) a) I / We declare that I / WE will procure the required construction materials including earth and use for the work after approval of the Engineer-in-Charge. The responsibility for arranging and obtaining the land for borrows and or exploration in any other way shall rest with me/us for the materials for construction, if not specified otherwise. I/We shall ensure smooth and un-interrupted supply of materials.

b) I/We declare that the responsibility for arranging and obtaining the land for disposal of spoil/soil not useful for construction purposes shall rest with me/us.

c) I/We declare that I/We shall not claim any compensation or any payment for the land so arranged for disposal of soil and the land for borrow area. My / our quoted percentage excess or less or at par on ECV, is inclusive of the land so arranged and I / We will hand over the land so arranged for disposal of soil to the department after completion of work.

d) I/We declare that I/WE will not claim any extra amount towards any material used for the work other than the quoted items for respective schedule ‘A’ items.

e) I/We declare that I/WE will execute the work as per the milestone programme, and if I/WE fail to complete the work as per the milestone programme I / We abide by the condition to recover liquidated damages as per the tender conditions.

(f) I/We declare that I/WE will abide for settlement of disputes as per the tender conditions.

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DECLARATION OF THE BIDDER.

1) I/WE have not been blacklisted in any department in Andhra Pradesh or in any State due to any reasons.

2) I/WE have not been demoted to the next lower category for not filing the tenders after buying the tender schedules in a whole year and my/our registration has not been cancelled for a similar default in two consecutive years.

3) I/WE agree to disqualify me/us for any wrong declaration in respect of the above and to summarily reject my/our tender.

4) I/WE agree to disqualify and blacklist me/us, if it comes to the notice of tender inviting authorities that the documents submitted by me /us are not genuine.

Address of the Bidder:Phone No.:FAX NO.:

CONTRACTOR

CONDITIONS OF CONTRACT

[To be submitted online and along with Tender and hard copies.]

Date: ToThe Superintending Engineer, T.G.P Circle, Nandyal,Kurnool District. Sir,

I/we, having examined the Bidding Documents and understood their contents, hereby submit my/our Bid and if this Bid is accepted, under take to execute the following Works viz:-“Improvements to escape channel, Nippula vagu, Galeru River and Kundu River from Km 0.000 to Km 189.200 and Re-gradation of Vagu,flood Protection works and Providing High Level bridges at enroute villages for improving the carrying capacity to 35000 cusecs".

1. –under LS Turnkey System.”as provided for in the “conditions of the Contract” for the sum quoted by me /us intemplate.

2. I/ We have examined and have no reservations to the Bidding Documents, including any Addendum issued by theAuthority;

3. I/ We believe that I/We meet(s) the requirements as specified in the Bidding Document.

4. I/ We acknowledge that the Authority will be relying on the information provided in the Bid and the documents accompanying the Bid for selection of the Contractor for the aforesaid Works, and we certify that all information provided therein is true and correct; nothing has been omitted which renders such information misleading; and all documents accompanying the Bid are true copies of their respectiveoriginals.

5. I/ We shall make available to the Authority any additional information it may find necessary or require to supplement or authenticate theBid.

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6. I/ We acknowledge the right of the Authority to reject our Bid without assigning any reason orotherwise.

7. I/ We certify that in the last three years, I/We have neither failed to perform on any contract, as evidenced by imposition of a penalty by an arbitral or judicial authority or a judicial pronouncement or arbitration award, nor been expelled from any project or contract by any public authority nor have had any contract terminated by any public authority for breach on ourpart.

8. I/ We certify that in regard to matters other than security and integrity of the country, I/we have not been convicted by a Court of Law or indicted or adverse orders passed byaregulatoryauthoritywhichcouldcastadoubtonourabilitytoundertaketheWorks or which relatesto a grave offence that outrages the moral sense of the community.

9. I/ We further certify that in regard to matters relating to security and integrity of the country, I / We have not been charge-sheeted by any agency of the Government or convicted by a Court ofLaw.

10.I/WE have also quoted the bid in the template prescribed on line (in words and figures) for which I/We agree to execute the Work at the quoted lump sum payment under the terms of theContract.

11.I/WE have quoted the Price Bid in the template prescribed on line both in words & figures. In case of any discrepancy between the Price Bid quoted in words and figures, the Price Bid quoted in words only shallprevail.

12.I/WE agree to keep the offer in this Bid valid for a period of three month(s) mentioned in the Tender Notice and not to modify the whole or any part of it foranyreason within above period. If I/We withdraw the Bid for any reason whatsoever, the Bid Security deposited by me/us will be forfeited toGovernment.

13.I/WE hereby distinctly and expressly, declare and acknowledge that, before the submission of the Bid I/We have carefully followed the instructions in the Bid Notice and have read the A.P.S.S. and the preliminary specifications therein andtheA.P.S.S. Addenda volume and that I/We have made such examination of the Contract documents and the plans, specifications and of the location where the said Work is to be done, and such investigation of the Work required to be done, and in regard to the Material required to be furnished as to enable me/us to thoroughly understand the intention of same and the requirements, covenants, contracts, stipulations and restrictions contained in the Contract, and in the said plans and specifications and distinctly agree that I/We shall not hereafter make any claim or demand upon the Government based upon or arising out of any alleged misunderstanding or misconception /or mistake on my/or our part of the said requirement, covenants, contracts, stipulations, restrictions andconditions.

14.I/WE have enclosed along with my/our Bid, a B.G./DD No………………………………………………………………. as Bid Security which shall not bear anyinterest.

15.I/WE shall not assign the contract for any necessity a request for sub-contract in writing can make to consider subject to approval of State Level Technical Committee(SLTC) by the TIA

16.I/ We undertake that in case due to any change in facts or circumstances during the Bidding Process, we are attracted by the provisions of disqualification in terms of the Bidding Documents, we

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Name of members of technical staff proposed to be employed

Qualification.

55

shall intimate the Authority of the sameimmediately.17.If my/our Bid is not accepted the sum shall be returned to me/us on

application when intimation is sent to me/us of rejection or at the expiration of Three months from last date of receipt of this Bid, whichever is earlier. If my/our Bid is accepted the Bid Security shall be retained by the Government as security for the due fulfillment of this Contract. If upon written intimation to me/us by the Employer, I/We fail to attend the said office on the date herein fixed or if upon intimation being given to me/us by the Employer or acceptance of my/our Bid, and if I/We fail to make the additional security deposit or to enter into the required Contract as defined in condition 31.2 of the instructions to Contractors, then I/We agree to the forfeiture of the Bid Security and black listing. Any notice required to be served on me/us here under shall be sufficiently served on me/us if delivered to me/us hereunder and shall be sufficiently served on me/us if delivered to me/us personally or forwarded to me/us by post (registered or ordinary) or left at my/our address given herein. Such notice shall if sent by post would be deemed to have been served on me/us at the time when in due course of post it would be delivered at the address to which it is sent.

18.I/WE fully understand that the written Contract to be entered into between me/us and Government (Employer) shall be the foundation of the rights of the both the Parties and the contract shall not be deemed to be complete until the Agreement has first been signed by me/us and then by the proper officer authorized to enter into contract on behalf ofGovernment.

19.I /WE are professionally qualified and my/our qualifications are given below:

20.21.Name 22.Qualified23. 24.

25.I/WE will employ the following technical staff for supervising the work and will see that one of them is always at site during working hours, personally checking all items of works and paying extra attention to such works as required special attention (e.g.) Reinforced concrete work.

26.

27.I / WE declare that I/WE agree to recover the salaries of the technical staff actually engaged on the Work by the Employer, from the work bills, if I/We fail to employ technical staff as per the Bidcondition.

28.I/We hereby irrevocably waive any right or remedy which we may have at any stage at law or howsoever otherwise arising to challenge or question any decision taken by the Authority in connection with the selection of the Contractor, or in connection with the Bidding Process itself, in respect of the above mentioned Works and the terms and implementation thereof.

29.I/ We have studied all the Bidding Documents carefully and also surveyed the Site. We understand that except to the extent as expressly set forth in the Contract, we shall have no claim, right or title arising out of any documents or information provided to us by the Authority or in respect of any matter arising out of or relating to the

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BiddingProcess.30.I/ We agree and undertake to abide by all the terms and conditions of

the Bid documents.

CONTRACTOR`S/CONTRACTOR’S CERTIFICATE.

a) I/WE hereby declare that I/We have perused in detail and examined closely the Andhra Pradesh Standard Specifications, all clauses of the preliminary specifications with all amendments and have either examined all the standards specifications or will examine all the standard specifications for items for which I/We tender, before I/We submit such tender and agree to be bound and comply with all such specifications for this agreement which I/We execute in the Irrigation & Command Area DevelopmentDepartment.

b) I/WE certify that I/We have inspected the site of the work before quoting my Percentage excess or less on ECV, I /We have satisfied about the quality, availability and transport facilities for stones sand and othermaterials.

c) I/WE am/are prepared to furnish detailed data in support of all my quoted rates, if and when called upon to do so without anyreservations.

d) I/WE hereby declare that I/We will pay an additional securitydeposite) I/WE hereby declare that I/We will not claim any price escalation other

than what is provided in the bid document.f) I/WE hereby declare that I am/We are accepting for the two years

defective liability period for works and however during the defect liability periods respectively no charges can be claimed for defects.

g) I/WE declare that I/WE will procure the required construction materials including earth and use for the work after approval of the Engineer-in-Charge. The responsibility for arranging and obtaining the land for borrowing or exploitation in any other way shall rest with me/us for the materials for construction, I/WE shall ensure smooth and un-interrupted supply ofmaterials.

h) I/WE declare that the responsibility for arranging and obtaining the land for disposal of spoil/soil not useful for construction purposes shall rest withme/us.

i) I/WE declare that I/WE shall not claim any compensation or any payment for the land so arranged for disposal of soil and the land for borrow area. My/our quoted bid price are inclusive of the land so arranged and I/We will hand over the land so arranged for disposal of spoil to the department after completion ofwork.

j) I/We declare that I/WE will not claim any extra amount towards any material used for the work other than the quoted price for the work covered under the scope, except price adjustment as per clause 45 of G.C.C..

k) I/WE declare that I/WE will execute the work as per the mile stone programme, and if I/WE fail to complete the work as per the mile stone programme I abide by the condition to recover liquidated damages as per the Tenderconditions.

l) I/WE declare that I/WE will abide for settlement of disputes as per the Tender conditions.

m) Deleted

DECLARATION OF THE CONTRACTOR.

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a) I/We hereby declare that the Contractor/ Partners of Joint Venture (JV)firm or consortium or the like entity by more than one individual/ reputed firms have not been Banned / Delisted / Blacklisted / Debarred / Demoted/ Suspended in any State Government / Central Government or State/ Central Government undertakings in India or outside India and in the event any such occurrence is in force, such bid should bedisqualified.I/WE agree to disqualify me/us for any wrong declaration in respect of the above and to summarily reject my/our tender.

DateSigned by the Contractor:

Address of the Contractor:

PhoneNo: FaxNo:

In the presence of Witness i)Sri

Note: If the Bid is made by an individual, it shall be signed with his full name and his address shall be given. If it is made by a firm, it shall be signed with the co- partnership name by a member of the firm, who shall also sign his own name, and the name and address of each member of the firm shall be given, if the Bid is made by a corporation it shall be signed by a duly authorized officer who shall produce with his Bid satisfactory evidence of his authorization. Such Bidding corporation may be required before the Contract is executed, to furnish evidence of its corporate existence. If the bid is made by JV it should be signed by authorized signatory authorized by Board of Directors of each member in JV Bids signed on behalf of authorized signatory will berejected.

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PROFORMA E

ARTICLES OFCONTRACT

Articles of contract made this …… day of ………….., 2020 between His Excellency the Governor of Andhra Pradesh through Superintending Engineer, T.G.P Circle,Nandyal, Kurnool District (hereinafter called the ”Employer”, which expression shall where the context so admits include his successors in office and assignees) of the one partand

……………………………………………………………, .(Lead Member, acting for itself and on behalf of the other members of the Joint Ventureor consortium or the like entity by more than one individual) (hereinafter called the “Contractor”, of the other Part …………………………………..Regd................ (Non Lead Member of the Joint Ventureor consortium or the like entity by more than one individual) (here in after called the confirming Parties) oftheOther Part

Whereas the Government of Andhra Pradesh (herein after called the “Government”). Desirous of taking up the work of:-“Improvements to escape channel, Nippula vagu, Galeru River and Kundu River from Km 0.000 to Km 189.200 and Re-gradation of Vagu, flood Protection works and Providing High Level bridges at enroute villages for improving the carrying capacity to 35000 cusecs"..”and Superintending Engineer, T.G.P Circle, NANDYAL, Kurnool Districtand have caused an estimate / proposal contained in drawings and specifications describing the work to be done to be prepared.

And whereas Vol. I (Part - A, Part- B, Part - C, Part - D, Part - E and Part - F), Vol. II and Vol. III of the Contract have been signed by or on behalf of the parties hereto.

And whereas the bidder has agreed to retain with the Government of the earnest money of Rs……………………. (Rupees ………………………………….) in the shape of Original B.G bearing No. …………………………………….. towards EMD @ 2.5%. valid up to ……………………… The bidder having agreed to keep the EMD @ 2.5% till the completion of work plus defect liability period plus twenty eight days (28 days) observation period to the satisfaction of the Executive Engineer.

And whereas the Contractor has agreed that during the course of the contract period an amount at the rate of 7.5 % of the value of work done will be withheld from the bills as F.S.D.

And whereas Contractor has agreed to provide Operation and maintenance of Electro-Mechanical and Hydro-Mechanical works such as pumps, pump auxiliaries, motors, motor auxiliaries, HOPD Valves, EOPD Valves, dismantling joints, air valves, Stop log gates, Trash rack gates, MOT crane at pump houses, EOT Cranes, computerized SCADA System and Pump Houses Pressure mains, surge protection and Civil Works such as Delivery cistern, diversion road, canal works, CM&CD works etc., two years defective liability period for works and however during the defect liability periods respectively no charges can be claimed for defects and whereas the Contractor has also signed the copy of the Andhra Pradesh standard specification and addenda volume there to be maintained in the office of Employer in token of acknowledgment of being bound by all the conditions of the clauses of the Standard preliminary specification and all the standard specification's for items of works described by a standard specification.

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And whereas Contractor has agreed to execute upon the subject to the conditions set forth in the preliminary specification of the Andhra Pradesh standard specifications and such other conditions as are contained in all specifications forming part of the contract (herein after referred to as "the said conditions) the work shown upon the drawing and described in the said specifications and comply with the rate of progress noted at the end of this articles of contract for a sum of Rs...............................................…-(Rupees……………………………………. only) or such other sum as may be arrived at under the clauses of the standard preliminary specifications relating to payment on lumpsum basis.

Now it is hereby agreed as follows:1. In consideration of the payment of the said sum of Rs............../-

(Rupees…………………………………………………………………………… only) or such other sum as may be arrived at under the clause of the standard preliminary specification relating to payments on lumpsum basis , the Contractor will, upon and subject to the said conditions, execute and complete the works shown upon the said drawings and described in said specifications, and to the extent of work shown in the Bid, the said works and method of payment there for as are provided for in the said works and conditions.2. The term Executive Engineer in the said conditions shall mean the public works Engineer- in-Charge of the work having jurisdiction for the time being over the work. Who shall be competent to exercise all the powers and privileges reserved herein, in favour of the Government with the previous sanction of or subject to the ratification by theEmployer.

3. ADJUDICATION OF DISPUTES:

Except as otherwise provided in the contract, any disputes and differences arising out of or relating to the contract shall be referred to adjudication asfollows:

1) (i)Settlement of all claims up to Rs.10,00,000/- in value and below by way of

2) Arbitration to be referred as follows:a. Claims up to Rs.1,00,000/-in value SuperintendingEngineer,

GNSS Construction Circle-3,Kadapa.

b. Claims above Rs.1,00,000/- andup to Rs.10,00,000/-invalue Chief Engineer(P) &DWRO,Kadapa.

The arbitration proceedings will be conducted in accordance with provisions of Indian arbitration and conciliation Act 1996 or any statutory modifications thereof from time to time. The arbitrator shall invariably give reasons in theaward.

ii) Settlement of all claims above Rs.10,00,000/- invalue:All claims above Rs. 10,00,000/- in value shall be decided by the civil court of competent jurisdiction by way of regular suit and not by arbitration.

2. A reference for adjudication under this clause shall be made by either party to the contract within six months from the date of intimating the Contractor

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of the preparation of final bill or his having accepted payment whichever isearlier.

3. The relevant clause of Andhra Pradesh Standard specification stand modified to the extent provided in this clause.

4. Time shall be considered as of the essence of the contract and the Contractor hereby agrees to commence the work as soon as the contract is signed and agrees to complete the work within30 months from the date of concluding agreement and to show the progress as defined in the tabular statement "Rate of Progress", subject nevertheless to the provisions for extension of time contained in clause 59 of the standard preliminary specifications.

5. The said conditions shall be read and construed as forming part of this contract and the parties here to will respectfully abide by and submit themselves to the conditions and stipulations and perform the contract on their parts,respectively.

6. Upon the terms and conditions of this contract being fulfilled and performed to the satisfaction of the Employer/Engineer-in-Charge, the security deposited by the Contractor as herein before recited or such portion thereof as he may be entitled to under the said condition shall be returned to the Contractor asprovided.

7. The Non-Lead Members of the Joint Ventureor consortium or the like entity by more than one individual have also signed this Articles of Contract as Confirming Parties to confirm that they are jointly and severally liable for performing all obligations under the Contract. (Applicable in case ofJV)In witness where of the Members of Joint Venture or consortium or the like entity by more than one individualSri……………………………….. Lead Member of…………………………………has/have here unto set his/their hand/s and Superintending Engineer, T.G.P Circle, NANDYAL, Kurnool Districtacting on behalf of and by the order and direction of his excellency, the Governor of Andhra Pradesh has here into set his hand the day and year first abovewritten.

SIGNED by: SIGNED by:for and on behalf of the Employer infor and on behalf of the Lead Member in

Name: Name: SriAddress: Superintending Engineer T.G.P Circle, NANDYAL Kurnool District.Date:

DateSIGNED by:

For and on behalf of the Non-Lead Member-1 in the presence of

Witness: Name: Address: Date:SIGNED by:for and on behalf of the Non - Lead Member-2 in the presence of

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Witness:Name: Address: Date:

1. In the presence ofwitness:

GENERAL CONDITIONS OF CONTRACTA. General DefinitionsIn these General Conditions of Contract, the following words and expressions, unless repugnant to the context or meaning thereof, shall have the meanings assigned to them respectively hereunder. Words indicating persons or parties include corporations and other legal entities, except where the context require otherwise.“Applicable Laws” means all laws, brought into force and effect by Government of India or the State Government of Andhra Pradesh, or any legally constituted public authority, including rules, regulations ordinances and notifications made there under, and judgements, decrees, injunctions, writs and orders of any court of record, applicable to this Agreement and the exercise, performance and discharge of the respective rights and obligations of the Parties hereunder, as may be in force and effect during the subsistence of thisAgreement;“Base Date” means the date 28 days prior to the latest date for submission of the Bid.“Bid Security” means the security (or securities, if any) deposited by the Contractors under Sub-Clause 13.6 of Instruction to Contractors“Contractor”/”Tenderer” mean the firms/companies /individuals /Joint Venturesor consortium or the like entity by more than one individual who have preferred their Bid or Tender.“Commencement Date” will be the date of execution of the Contract Agreement.“Contract” means collectively the Contract Agreement, these General Conditions of Contract, the Special Conditions of Contract, the Employer’s Requirements, the Bid/Tender, and preamble the other documents (if any) which are listed in the Contract Agreement. “Contract Agreement” means the Contract Agreement including any annexed memoranda thereto.“Contract Price”/ “Contract Amount”/ “Bid Amount” means the agreed amount stated in the Contract Agreement in accordance with the price quoted online by the Contractor. “Contractor” means the person named as Contractor in the Contract Agreement and his successors/ assigns.“Contractor’s Documents” means the calculations, computer programs and other software, drawings, manuals, models and other documents of a technical nature supplied by the Contractor under the Contract;“Contractor’s Equipment” means all apparatus, machinery, vehicles and other things required for the execution and completion of the Works and the remedying of any defects. However, Contractor’s Equipment excludes Temporary Works, Employer’s equipment (if any), Plant, Materials and any other things intended to form or forming part of the Permanent Works.“Contractor’s Personnel” means the Contractors Representative and all personnel whom the Contractor employs on the Site, who may include the staff, labour and other employees of the Contractor and any other personnel assisting the Contractor in the execution of the Works.“Contractor’s Representative” means the person named by the Contractor in the Contract or appointed from time to time by the Contractor under Clause 1.5.1 of G.C.C who acts on behalf of theContractor.“Cost” means all expenditure reasonably incurred (or to be incurred) by the

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Contractor, whether on or off the Site, including overhead and similar charges, but does not include profit.“Country” means India“Day” means a calendar day and “Year” means a calendar year of 365 days.“Defects Liability Period” means the period for notifying defects in the Works or a Section (as the case may be)..“Employer” means the Government of Andhra Pradesh represented by the Chief Engineer& DWRO, Kurnool, Kurnool District,and Andhra Pradesh as designated by the Government of Andhra Pradesh for the purpose of the Contract, and his successors / assignees“Employer’s Equipment” means the apparatus, machinery and vehicles (if any) made available by the Employer for the use of the Contractor in the execution of the Works, as stated in the Employer’s Requirements; but does not include Plant which has not been taken over by the Employer.“Employer’s Personnel” means the Employer’s Representative, the assistant and all other staff, labour and other employees of the Employer and of the Employer’s Representative; and any other Personnel notified to the Contractor by the Employer or the Employer’s Representative, as Employer’s Personnel.“Employer’s Representative” means the person named by the Employer in the Contract or appointed from time to time by the Employer under Clause 10.0 of G.C.C who acts on behalf of theEmployer.“Employer’s Requirements” means the document entitled Employer’s Requirements, as included in the Contract, and any additions and modifications thereto in accordance with the Contract. Such document specifies the purpose, scope, and/or design or other technical criteria, for the Works.

“Engineer-in-charge” means the officer nominated by Chief Engineer (Projects), Kurnool, Andhra Pradesh“Earnest Money Deposit” means the security (or EMD, if any) deposited by the Successful Contractor/Contractor“Force Majeure” is defined in conditions of G.C.C [Force Majeure].“Goods” means Contractor’s Equipment, Materials, Plant and Temporary Works, or any of them as appropriate.“Government” means the Government of Andhra PradeshLocal Currency” means the lawful currency of India i.e. Indian Rupees.“Material” means things of all kinds (other than plant) intended to form or forming part of the Permanent Works, including the supply of any materials (if any to be supplied by the Contractor under the Contract.“PAO” means the pay and accounts officer who releases payment for the bills.“Parties” means the Employer and the Contractor collectively, and “Party”

means either of them individually as the context requires.“Permanent Works” means the permanent Works to be designed and

executed by the Contractor under the Contract.“Plant” means the apparatus, machinery and vehicles intended to form or forming part of the Permanent Works.““Retention money” means the accumulated retention money which the Employer retains under Sub-Clause 46 and pays under Sub-Clause 46 of GCC.“Schedule-A” means the document so named (if any), as included in the

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Contract.“Section” means any of the 5 (Five) Sections I to V of LS part of the Contract and Operation and Maintenance part of the Contract.“Site” means collectively all the places where the Permanent Works are to be executed and to which Plant and Materials are to be delivered, and any other places as may be specified in the Contract as forming part of theSite.

“Statement” means a statement, which is either an interim running bill or a final bill, submitted by the Contractor as part of an application for payment.“Sub- Contractor” means any person named in the Contract as a sub-

Contractor or any person appointed as sub-Contractor, for a part of the Works; and the legal successors in title to each of thesepersons.“Temporary Works” means all temporary works of every kind (other than

Contractor’s Equipment) required on Site for the execution and completion of the Permanent Works and the remedying of anydefects.“Tender”/ ”Bid” means the Contractor’s signed offer for the Works and all other documents Contractor submitted therewith by the Contractor (other than these General Conditions of Contract and the Employer’s Requirements, if so submitted), as included in the Contract. “Tests After completion” means the tests (if any) which are specified in the Contract and which are carried out after the Works or a Section (as the case may be) are taken over by the Employer.“Tests Before Completion” means the tests which are specified in the Contract or agreed by both Parties or instructed as Variation, and which are carried out before the Works comprising Sections I to V are certified to be completed by the Employer.“Time for Completion of Construction” means the time for completing the Construction with any extension under Clause 28 [Extension of the Agreed Date of Completion], calculated from the Commencement Date.“Variation” means any change to the Employer’s Requirements for the

Works, as instructed or approved as variation by the Employer.“Works” mean the Permanent Works and the Temporary Works, or either of them as appropriate.

Interpretation:In this contract, unless the context otherwise requires,

Special Conditions shall be read in conjunction with General Conditions, Technical specifications, Schedule of Works, Project Profile along with Drawings and other documents forming part of this Contract wherever applicable or the context so requires.Notwithstanding the sub-division of the Contract into several contract documents every part of each shall be deemed to be supplementary to and complimentary of every other part and shall be read with and into the Contract so far as it may be practicable to doso.In the Contract unless otherwise stated specifically, the singular shall include the plural, male shall include female and vice versa wherever the Contract so requires. Words importing person shall include incorporated companies / registered association / body of individuals / firm of partnership as applicable in context thereof.

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All headings and marginal notes to the Clauses / Articles of the General Condition or to the Specifications or to any other document forming part of the Contract are solely for the purpose of giving a concise indication of the general subject matter thereof and not a summary of the contents thereof, and they shall never be deemed to be part thereof or be used in the interpretation or constructionthereof.If during the course of execution of the Works any discrepancy or inconsistency, error or omission in any of the provisions of the Contract is discovered which has any effect on the execution of the Works, and need to be clarified, the same shall be referred to the Employer’s Representative who shall give his decision and the issue instructions directing the manner in which the Works are to be carried out. Any and all decisions and/or orders of the Employer’s Representative shall be deemed decision and/or orders of the Employer. The Contractor shall carry out the Works in accordance with such decisions and/or instructions of the Employer’s Representative.Where it is mentioned in the Contract that the Contractor shall perform certain work or provide certain facilities, it is understood that the Contractor shall do so at his cost and the Contract Price shall be deemed to have included the cost of such performances and provisions somentioned.The materials, design and workmanship shall satisfy the applicable standards, specifications contained herein and codes referred to. Where the Contract stipulates requirements in addition to those contained in the standards, codes and specifications, those additional requirements shall also besatisfied.References to any legislation or any provision thereof shall include amendment or re-enactment or consolidation of such legislation or any provision thereof so far as such amendment or re-enactment or consolidation applies or is capable of applying to any transaction entered intohereunder;References to laws of India or Indian law or regulation having the force of law shall include the laws, acts, ordinances, rules, regulations, bye laws or notifications which have the force of law in the territory of India and as from time to time may be amended, modified, supplemented, extended orre-enacted;The words “include” and “including” are to be construed without limitation and shall be deemed to be followed by “without limitation” or “but not limited to” whether or not they are followed by suchphrases;Any reference to any period of time shall mean a reference to that according to Indian StandardTime;

Any reference to day shall mean a reference to a calendarday;Any reference to month shall mean a reference to a calendar month as per the Gregoriancalendar;Any reference to any period commencing “from” a specified day or date and “till” or “until” a specified day or date shall include both such days or dates; provided that if the last day of any period computed under this Agreement is not a business day, then the period shall run until the end of the next businessday; Deleted.

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Time shall be of the essence in the performance of the Parties’ respective obligations. If any time period specified herein is extended, such extended time shall also be of theessence.The rule of construction, if any, that a Contract should be interpreted against the Parties responsible for the drafting and preparation thereof, shall notapply.Any word or expression used in this Agreement shall, unless otherwise defined or construed in this Agreement, bear its ordinary English meaning and, for these purposes, the General Clauses Act 1897 shall not apply.All measurements and calculations shall be in the metric system and calculations done to 2 (two) decimal places, with the third digit of 5 (five) or above being rounded up and below 5 (five) being roundeddown.

Language:The Language of the Contract shall beEnglish.

All further documents and also correspondence in respect of contract shall be in English.The Employer’s representatives and Employer’s personnel and

Contractor’s representatives and Contractor’s personnel shall be fluent inEnglish.

Governing Law andJurisdiction:The Contract Shall be construed and Interpreted in accordance with and governed by the Laws of India.In respect of all matters or actions arising out of the contract and which may arise any time, the courts at competent Jurisdiction in Andhra Pradesh shall have exclusive jurisdiction (claims, disputes andArbitration).

PRIORITY OFDOCUMENTS:The documents forming the Contract are to be taken as mutually explanatory of one another for the purpose of interpretation; the priority of the documents shall be in accordance with following sequence.

1) ContractAgreement2) Letter of Acceptance, notice to proceed with theworks3) Contractor’s Bid (Technicalbid)4) General Conditions of contract and Special Conditions

ofContract.5) Specifications6) Drawings7) Bill of quantities(Price-bid)8) Any other document listed as forming part of theContract.

Engineer-in-Charge’sDecisions:1.5.1 Except where otherwise specifically stated, the Engineer-in-charge will

decide the contractual matters between the Employer and the Contractor in the role representing the Employer. Employer representative shall be the Engineer-in- Charge.

Contractor’sRepresentative:The Contractor shall appoint the Contractor’s Representative and shall give him all authority necessary to act on the Contractor’s behalf under the Contract.Unless the Contractor’s Representative is named in the Contract, the Contractor shall, prior to the Commencement Date, submit to the

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Employer for consent the name and particulars of the person the Contractor proposes to appoint as the appointed person fails to act as Contractor’s Representative, the Contractor shall similarly submit the name and particulars of another suitable person for such appointment.

The Contractor shall not, without the prior consent of the Employer, revoke the appointment of the Contractor’s Representative or appoint a replacement. The Contractor’s Representative shall, on behalf of the Contractor, receive instructions under theContract.

The Contractor’s Representative may delegate any powers, functions and authority to any competent person, and may at any time revoke the delegation. Any delegation or revocation shall not take effect until the Employer has received prior notice signed by the Contractor’s Representative, naming the person and specifying the powers, function and authority being delegated orrevoked.

2 Delegation2.1Deleted.

3 Contract Agreement:As it is the LS contract and the estimates are prepared for inviting tenders. The bidder/s shall quote their offer as a overall tender percentage.

The Contractor shall execute formal Contract Agreement on appropriate value of stamp paper imposed by Law in connection with entry into Contract Agreement within 15 days from the date of Letter ofAward.The following documents shall be deemed to form and be read and construed as part of Contract Agreementi. The Letter of Tender annexed with the agreement (which

includes the breakup of the ContractPrice)ii. The Addenda issued before the last date for submission ofbids.iii. The Special Conditions ofContract.iv. Basic projectparameters.v. The ProjectProfile.vi. The Contractor’s Tender/Bid.vii. The TechnicalSpecifications.viii. Drawingsix. Any other documents forming part of theContract.

Unless and until a formal agreement is prepared and executed this letter of tender together with written acceptance thereof, shall constitute a binding Contract between the Employer and Contractor.

4 Communications:Wherever these Conditions provide for the giving or issuing of approvals, certificates, consents, determinations, notices and requests, these communications shallbe:

(a) inwritinganddeliveredbyhand(againstreceipt),sentbymailorcourier,ortransmitted using any of the agreed system of electronic

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transmission as stated in the Conditions of Particular Application, and

(b) delivered, sent or transmitted to the address for the recipient’s communications as stated in the Contract.However:

(i) if the recipient gives notice of another address, communications shall thereafter be delivered accordingly;and

(ii) if the recipient has not stated otherwise when requesting an approval or consent, it may be sent to the address from which the request wasissued.

Approvals, certificates, consents and determinations shall not be unreasonably withheld or delayed.

Contractor’s General Obligations:The Contractor shall design, execute and complete the Works in accordance with the Contract, and shall also remedy any defects in the Works. When completed, the Works shall be fit for the purposes for which the Works are intended as defined in the Contract.The Contractor shall provide the Plant and Contractor’s Documents specified in the Contract, and all Contractor’s Personnel, consumables and other things and services, whether of a temporary or permanent nature, required in and for this design, execution, completion and remedying ofdefects.The Works shall include any work which is necessary to satisfy the Employer’s Requirements, or is implied by the Contract, and all works which (although not mentioned in the Contract) are necessary for stability or for the completion, or safe and proper operation, of theWorks.The Contractor shall be responsible for the adequacy, stability and safety of all Site operations, of all methods of construction and of all the Works.The Contractor shall, whenever required by the Employer, submit details of the arrangements and methods which the Contractor proposes to adopt for the execution of the Works. No significant alteration to these arrangements and methods shall be made without this having previously been notified to theEmployer.

“Since provision is made under the component of over head charges and contractor’s profit in the estimate from what the SSR provides on what are the contractor’s overheads, profits and other provisions in recommending 13.615%, for overhead charges include site accommodation, site arrangements, office furniture, equipments and communications, light vehicles for site supervision including administrative and managerial requirements, taking guidance of the Memo of Govt.of A.P., H &M, H&I,D/ APMSIDC, number 2807 dated. 18-11-2011 with break up for 14% including insurance now not compulsory for employer to meet in arriving to 13.615% supra of which site accommodation is 0.50%, light vehicles for site supervision etc., 0.25%, office furniture, equipment and communication 0.50%, the contractor shall provide minimum 10 good condition light vehicles for the staff of the employer so also site office accommodation, office furniture, equipment and communication and any failure so to provide will entitles to deduct the amount being arrived out of the provision from the final bill”.

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SUBCONTRACTING:There is no right to the prime contractor to sub-contract any part of the contract works, but for to address the employer seeking permission. If the prime contractor desires to sub-contract any part of the work during execution, the prime contractorshould submit in writing the necessity of sub-contracting of any part of the contract work, subject to the ceiling of 25% in all, along with the name of the proposed Sub- Contractor, details of qualification,experience and valid registration and as to the proposed Sub-Contractor gets eligibility from suitable class for such sub-contract work and that he verified and found genuine-ness of the proposed sub-contractors information. No further qualification criteria other than valid registration is required to consider for sub-contracting the works upto a value of Rs.2.00crores. However the total value of works to be awarded on sub-contracting shall not exceed 25% of the contract value. The Tender Accepting Authority before awarding of works on sub-contracting (subject to total sub-contracting of not more than 25 % of the contract value either to one or more sub-contractors) shall verify the genuineness oftheproposedSub-Contractor`squalification and other eligibility criteria and if the Sub-Contractor satisfiesthe qualification and other eligibility criteria with reference to the criteria of prime contractor in proportion to the value of work proposed to be sub-contracted, he may address for approval by the State level Technical Committee. It is after according of approval by the State level Technical Committee for any such Sub-Contracting, the Tender Accepting Authority can permit such Sub-Contracting and clearly mention as to earlier any part of work permitted by sub-contracting and if so with proposed one it no way exceeds 25% of the contract value.

There shall be a tripartite agreement for the sub-contract work that has to be entered by the employer, contractor, sub-contractor together with an undertaking by the contractor to make payments to the sub-contractor for the works direct with no responsibility of the employer for such sub-contract work between prime contractor and sub-contractor and the sub-contractor also covenants that he shall not make any claim against the employer against the sub-contract works but for against the prime contractor.

If necessary, the Engineer–in–charge can make payments directly to the sub contractor to maintain required rate of progress of the work, for which the prime contractor cannot question/object in making payment adjustments out of the contract value.

The extent of subletting shall be added to the experience of the sub-contractor and to that extent deducted from that of the main contractor.

It is the responsibility of the main contractor to clear the liabilities if any that arise on the portion of the work executed by the sub contractor till

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the completion of the contract work and also till end of the defect liability period of the work, besides end of operation and maintenance period covered if any therein.

Other Contractors:The successful Contractor shall cooperate and share the Site with

other Contractors, Public authorities, utilities, and the Employer. The Contractor shall also p rovide facilities and services for them as directed by the Engineer-in-Charge.

Existing utilities and roads: Notwithstanding anything to the contrary contained in the Contract, the Contractor shall ensure that the respective entities owning the existing roads, right of way or utilities on, under or above the Site are enabled by it to keep such utilities in continuous satisfactory use, if necessary, by providing suitable temporary or permanent diversions with the authority ofthe controllingbody of that road, right of way or utility, and the Employer shall, upon written request from the Contractor, initiate and undertake at the Contractor’s cost, legal proceedings for acquisition of any right of way necessary for such diversion.

Felling of treesThe Employer shall assist the Contractor in obtaining the Applicable

Permits for felling of trees to be identified by the Employer for this purpose if and only if such trees cause a material adverse effect on the construction of the Project. The cost of such felling shall be borne by the Contractor. The felled trees shall be deemed to be owned by the Employer and shall be disposed in such manner and subject to such conditions as the Employer may in its sole discretion deemappropriate.

The provisions of APWALTA Act shall be followed and it shall not impair green development for the duty to plant not less than double to the removed trees, new plants/ saplings to maintain ecological balance.

Care and Supply of Documents

The Contractor shall keep, on the Site, a copy of the Contract, publications named in the Employer’s Requirements, the Contractor’s Documents, and Variation and other communications given under the Contract. The Employer’s Personnel shall have the right of access to all these documents at all reasonable times.

If a Party becomes aware of an error or defect of a technical nature in a Document which was prepared for use in executing the Works, the Party shall promptly give notice to the other Party of such error or defect.

ConfidentialityBoth Parties shall treat the details of the Contract as private and

confidential, except to the extent necessary to carry out obligations under it or to comply with Applicable Laws. The Contractor shall not publish, permit to be published, or disclose any particulars of the Works in any trade or technical paper or elsewhere without the previous agreement of the

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Employer.Employer’s Use of Contractor’s DocumentsAs between the Parties, the Contractor shall retain the copyright and

other Intellectual Property Rights on the Contractor’s Documents and other design documents made by (or on behalf of) the Contractor.

The Contractor shall be deemed (by signing the Contract) to give to the Employer a non- terminable transferable non – exclusive royalty-free license to copy, use and communicate the Contractor’s Documents, including making and using modifications of them. This license shall:(a) apply throughout the actual or intended working life (whichever is longer)

of the relevant parts of theWorks,(b) entitle any person in proper possession of the relevant part of the Works

to copy, use and communicate the Contractor’s Documents for the purpose of completing, operating, maintaining, altering, adjusting, repairing and demolishing the Works,and

(c) in the case of Contractor’s Documents which are in the form of computer programs and other software,permit their use on any computer on the site and other places as envisaged by the Contract, including replacements, of any computers supplied by the Contractor.

The Contractor’s Documents and other design documents made by (or on behalf of) the Contractor shall not, without the Contractor’s consent, be used, copied or communicated to a third party by (or on behalf of) the Employer for purposes other than those permitted under this Sub-Clause.Contractor’s Use of Employer DocumentsAs between the parties the Employer shall retain the copyright and Intellectual Property Rights in the Employer’s Requirements and other documents made by (or on behalf of) the Employer. The Contractor may, at his cost, copy, use, and obtain communication of these documents for the purposes of the Contract.The Contract shall not, without the Employer’s consent, be copied, used or communicated to a third party by the Contractor, except as necessary for the purpose of theContract.Joint and Several Liability

IF the Contractor constitutes (under applicable Laws) a JV, consortium or other unincorporated grouping of two persons:(a) these members shall be deemed to be jointly and severally liable to

the Employer for the performance of theContract;(b) these members shall notify the Employer of their Lead Member who

shall have authority to bind the Contractor and each of these persons;and

(c) the Contractor shall not alter its composition or legal status without the prior consent of theEmployer.

Personnel:The Contractor shall employ the required Key Personnel named in the Schedule of Key Personnel to carry out the functions stated in the Schedule or other personnel approved by the Engineer-in-Charge. The Engineer-in-Charge will approve any proposed replacement of Key Personnel only if their qualifications, abilities, and relevant experience are substantially equal to or better than those of the personnel listed in theSchedule.If the Contractor fails to employ the required technical personnel including quality management staff, the Employer can engage any quality assurance staff for implementing Quality Management Plan. The amounts spent on such deployment will be recovered from the Contractor’s bills. However, this will not absolve the Contractor from

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the responsibility of Quality Management on ContractWorks.The technical personnel including quality assurance personnel should be on full time and available at site whenever required by Engineer- in –Charge to takeinstructions.The names of the technical personnel including quality assurance personnel to be employed by the Contractor should be furnished to the Employer in the statement enclosedseparately.In case the Contractor is already having more than one work on hand and has undertaken more than one work at the same time, he should employ separate technical and quality assurance personnel on eachwork.If the Contractor fails to employ technical and quality assurance personnel the work will be suspended, and the Employer will engage technical and quality assurance personnel and recover the cost thereof from the Contractor. This will not absolve the Contractor from the responsibly of maintaining quality of work and implementing quality managementplan.If the Engineer-in-Charge asks the Contractor to remove a person who is a member of Contractor’s staff or his work force stating the reasons, the Contractor shall ensure that the person leaves the Site forthwith and has no further connection with the Work in theContract.The Contractor shall at all times take all reasonable precautions to prevent any unlawful, riotous or disorderly conduct by or amongst the Contractor’s Personnel, and to preserve peace and protection of persons and property on and near theSite.

The Contractor shall at all times submit, to the Employer, details showing the number of each class of Contractor’s Personnel on theSite. Each bidder shall furnish proof of having the above required No. of qualified technical personal to be used exclusively on this work. The bidders shall also upload the consent letters of technical personal to work with the bidder during the execution of work along with qualification certificates of proposed technical personal. The bidders shall execute a bond to that effect to engage for the work exclusively the employees supra on full time and maintain pay and attendance rolls make available to the field engineers and other officers of employer for verification at the site office or wherever required.

Contractor’sRisks:All risks of loss of or damage to physical property and of personnel injury and death, which arise during and in consequence of the performance of the Contract, are the responsibility of theContractor.

R isk And Responsibility Indemnities

The Contractor shall indemnify and hold harmless the Employer, the Employer’s Personnel and their respective agents, against and from all claims, damages, losses and expenses (including legal fees and expenses) in respect of:

(a) bodily injury, sickness, disease or death of any person whatsoever arising out of or in the course of or by reason of the design, execution and completion of the Works, and the remedying of any defects, unless attributable to any negligence willful act or breach of the contract by the Employer’s Personnel, or any of their respective agents,and

(b) damage to or loss of any property, real or personal (other than the Works), to the extent that such damage orloss:

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(i) arises out of or in the course of or by reason of the design, execution and completion of the Works and the remedying of any defects,and

(ii) is not attributable to any negligence, willful act or breach of the Contract by the Employer, the Employer’s Personnel, their respective agents or anyone directly or indirectly employed by any of them.

Contractor’s Care of theWorksThe Contractor shall take full responsibility for the care of the Works and Goods from the date of commencement until the takeover of the Works, when responsibility for the care of the Works shall pass to the Employer.After responsibility has accordingly passed to the Employer the Contractor shall take responsibility for the care of any work which is outstanding until this outstanding work has beencompleted.If any loss or damage happens to the Works, Goods or Contractor’s Documents during the period when the Contractor is responsible for their care, from any cause, the Contractor shall rectify the loss or damage at the Contractor’s risk and cost, so that the Works, Goods and Contractor’s Documents confirm with theContract.The Contractor shall be liable for any loss or damage caused by any actions performed by the Contractor after the takeover of the Works and which arose from a previous event for which the Contractor wasliable.

Intellectual and Industrial PropertyRightsIn this Sub-Clause, “infringement” mean an infringement ( or alleged infringement) of any patent, registered design, copyright, trade mark, trade name, trade secret or other Intellectual or Industrial Property Right relating to the Works; and “claim” means a claim (or proceedings pursuing a claim) alleging an infringement.Whenever a Party does not give notice to the other Party of any claim within 28 days of receiving the claim, the first Party shall be deemed to have waived any right to indemnity under thisSub-Clause.The Employer shall indemnify and hold the Contractor harmless against and from any claim alleging an infringement which is or was:(a) a result of any Works being used by the Employer:

(i) for a purpose other than that indicated by, or reasonably to be inferred from, the Contract,or

(ii) in conjunction with anything not supplied by the Contractor, unless such use was disclosed to the Contactor prior to the Base Date or is stated in theContract.The Contractor shall indemnify and hold the Employer harmless against and from any otherclaimwhichariseoutoforinrelationto(i)theContractordesign,manufacture,construction or execution of the Works, (ii) the use of Contractor’s Equipment, or (iii) the proper use of the Works.

Limitation of any LiabilityNeither Party shall be liable to the other Party for loss of use of Works, loss of profit, loss of any contract or for any indirect or consequential loss or damage which may be suffered by the other Party in connection with the Contract, other than payment on termination and indemnities.The total liability of the Contractor to the Employer, under or in connection with the Contract shall not exceed the sum stated in the Particular Condition or if a sum is not so stated the Contract Price stated in the Contact Agreement.This Sub-Clause shall not limit liability in any case of fraud, deliberate default or reckless misconduct by the defaulting Party.

Verification ofRisks

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It shall be the responsibility of the Engineer-in-Charge to verify and certify the extent of risk to be borne by either of the Parties under thisClause.

9.0. InsuranceG.O.Ms.No.5, Finance (Works & Project – F7 Department, Dt.05.03.2014 have issued orders dispensing with mandatory insurance cover of all works.However, the contractor may obtain the insurance which shall be a comprehensive one and the contractor must ensure for all risks as being specified in the bid document. The insurance amount will not be reimbursed or paid by the Department/Government.

Right of Access to the Site and possession of theSite.The Employer shall give the Contractor right of access to, and possession of, all parts of the Site within the time (or times) stated in the Contract. The right and possession may not be exclusive to the Contractor.Permits, Licenses or ApprovalsThe Employer shall (where he is in a position to do so) provide reasonable assistance to the Contractor at the request of the Contractor. By obtaining copies of the Laws of the Country which are relevant to the Contract but are not readily available, and for the Contractor’s applications for any permits, licenses or approvals required by the Laws of the Country.The Employer may appoint an Employer’s Representative to act on his behalf under the Contract. The Employer’s Representative shall carry out the duties assigned to him, and shall exercise the authority delegated to him, by the Employer. The Employer’s Representative shall be the Engineer-in-Charge.

Other Employer’s PersonnelThe Employer or the Employer’s Representative may from time to time assign duties and delegate authority to assistants, and may also revoke such assignment or delegation. These assistants may include resident engineer/s, and/or independent inspectors appointed to inspect and/or test items of Plants and /or Materials. The assignment, delegation or revocation shall not take effect until a copy of it has been received by the Contractor. Assistants shall be suitably qualified persons, who are competent to carry out these duties and exercise this authority.

Delegated PersonsAll these persons, including the Employer’s Representative and assistants, to whom duties have been assigned or authority has been delegated, shall only be authorized to issue instructions to the Contractor to the extent defined by the delegation. Any approval, check, certificate, consent, examination, inspection, instruction, notice, proposal, request, test, or similar act by a Delegated Person, in accordance with the delegation, shall have the same effect as though the act had been an act of the Employer. However,

(a) Any failure to disapprove any work, Plant or Materials shall not constitute approval, and shall therefore not prejudice the right of the Employer to reject the work,Plant or Materials; andIf the Contractor questions any instruction of a Delegated Person, the Contractor may refer the matter to the Employer, who shall promptly confirm, reverse or vary the determination orinstruction.SiteInspections:The Contractor should inspect the site for materials, source of water and quote his Bid Price including quarrying, conveyance and all other chargesetc. NOT APPLICABLE.

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Contractor to Construct theWorks:The Contractor shall carry out the Work in accordance with the

approved specifications andDrawings.Deleted:Diversion of streams/vagus/drains (OtherStreams):The Contractor shall at all-time carry out construction of cross drainage works in a manner creating least interference to the natural flow of water while consistent with the satisfactory execution of Work. A temporary diversion shall be formed by the Contractor at his cost where necessary. No extra payment shall be made for this work.No separate payment for bailing out sub-soils, water drainage or locked up rain water for diversion, shoring, foundations, bailing of pumping water either from excavation of soils from foundations or such other incidental will be paid. The Price Bid to be quoted by the Contractor is for the finished item of work in situ and including all the incidental charges. The borrow pits are also to be de-watered by the Contractor himself at his expense, if that should be foundnecessary.The work of diversion arrangements should be carefully planned and prepared by the Contractor and forwarded to the Superintending Engineer, TGP Circle, Nandyal, Kurnool District, Andhra Pradesh, technically substantiating the proposals and approval of the TGP Circle, Nandyal, Kurnool District, Andhra Pradesh obtained for execution.The Contractor has to arrange for bailing out water, protection to the work in progress and the portion of works already completed and safety measures for men and materials and all necessary arrangements to complete theWork.All the arrangements so required should be carried out and maintained at the cost of the Contractor and no separate or additional payment isadmissible.

CofferDams.Necessary coffer dams/ ring bunds on Upstream side of pump house have to be constructed at the cost of Contractor and after completion of the completion of works ring bunds shall be fully removed.

13 Deleted14 TemporaryDiversions:

The Contractor shall at all times carryout work on the State highway/any district road /any District road in a manner creating least interference to the flow of traffic while consistent with the satisfactory execution of the same. For all works involving improvements to the existing state highway/any district road, the Contractor shall in accordance with the directions of the Engineer-in-charge provide and maintain during the execution of the work a passage for traffic, either along a part of the existing carriage way under improvement or along a temporary diversion constructed close to the state highway/any districtroad.If in the opinion of the Engineer-in-Charge, it is not possible to pass the traffic on part width of the carriage-way for any reason, a temporary diversion close to the state highway/any district road shall be constructed as directed. It shall be paved withthematerialssuchashardMurrum,gravelandstone,metaltothespecifiedthickness as directed by the Engineer-in-Charge. In all cases, the alignment, gradients and surface type of the diversion including its junctions, shall be approved by the Engineer-in-charge before the

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state highway/any district road is closed to traffic.The Contractor shall take all necessary measures for the safety of traffic during construction and provide erect and maintain such barricades, including signs, markings, flags lights and information and protection of traffic approaching or passing through the section of the state highway/any district road under improvement. Before taking up any construction, an agreed phased programme for the diversion of traffic on the state highway/any district road shall be drawn up in consultation with theEngineer-in-charge.The barricades erected on either side of the carriage way portion of the carriage way closed to traffic, shall be of strong design to resist violation and painted with alternative black and white stripe. Red lanterns or warnings lights of similar type shall be mounted on the barricades at night and kept it throughout from sunset to sunrise.

15 Ramps:Ramps required during execution may be formed wherever necessary and same are to be removed after completion of the Work. No separate payment will be made for this purpose.

16 MonsoonDamages:Damages due to rain or flood either in cutting and banks or any other work shall have to be made good by the Contractor till the work is handed over to the Employer. The responsibility of de-silting and making good the damages due to rain or flood rests with the Contractor. No extra payment is payable for such operations and the Contractor shall therefore, has to take all necessary precautions to protect the Work done during the ConstructionPeriod.

17 The works to be Completed by the Agreed date of Completion:The Contractor may commence execution of the Works on the Start Date and shall carry out the Works in accordance with the construction programme approved by Engineer In Charge and complete the work by the agreed date of Completion.

18 Safety:The Contractor shall:

(a) be responsible for the safety of all activities on theSite.(b) be responsible for keeping unauthorized persons off theSite,(c) comply with all applicable safetyregulations,(d) take care of the safety of all persons entitled to be on theSite,(e) use reasonable efforts to keep the Site and Works clear of

unnecessary obstruction so as to avoid danger to thesepersons,

(f) provide fencing, lighting, guarding and watching of the Works until completion and taking over under the provisions of theContract,

19 Discoveries:Anything of historical or other interest or of significant value unexpectedly discovered on the Site is the property of the Government. The Contractor is to notify the Engineer-in- charge of such discoveries and carry out the Engineer-in-Charge’s instructions for dealing with them.

20 Deleted.21 Access to theSite:

The Contractor shall provide the Engineer-in-Charge and any person authorized by the Engineer-in-Charge, access to the site and to any place where work in connection with the Contract is being carried out or

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is intended to be carriedout.22 Instructions:

The Contractor shall carry out all instructions of the Engineer-in-Charge/ Employer and comply with all the applicable local laws where the Site is located.

23 Settlement of disputes:If any dispute or difference of any kind whatsoever arises between the department and the Contractor in connection with, or arising out of the Contract, whether during the progress of the Works or after their completion and whether before or after the Termination, abandonment or breach of the Contract, it shall in the first place, be referred to and settled by the Engineer-in-Charge who shall, within a period of thirty days after being requested by the Contractor to do so, give written notice of his decision to the Contractor. Upon receipt of the written notice of the decision of the Engineer-in-Charge / Employer the Contractor shall promptly proceed without delay to comply with such notice ofdecision.If the Engineer-in-Charge/ Employer fails to give notice of his decision in writing within a period of thirty days after being requested or if the Contractor is dissatisfied with the notice of the decision of the Engineer-in-Charge, the Contractor may within thirty days after receiving the notice of decision appeal to the Employer who shall offer an opportunity to the Contractor to be heard and to offer evidence in support of his appeal, the Employer shall give notice of his decision within a period of thirty days after the Contractor has given the said evidence in support of his appeal, subject to arbitration, as hereinafter provided. Such decision of the Employer in respect of every matter so referred shall be final and binding upon the Contractor and shall forthwith be given effect to by the Contractor, who shall proceed with the execution of the works with all due diligence whether he requires arbitration as hereinafter provided, ornot.If the Employer has given written notice of his decision to the Contractor and no claim to arbitration, has been communicated to him by the Contractor within a period of thirty days from receipt of such notice the said decision shall remain final and binding upon the Contractor. If the Employer fail to give notice of his decision, as aforesaid within a period of thirty days after being requested as aforesaid, or if the Contractor be dissatisfied with any such decision, then and in any such case the Contractor within thirty days after the expiration of the first named period of thirty days as the case may be, require that the matter or matters in dispute be referred to arbitration as provided in clause 3 of the articles ofContract.Deleted

B. TIME FORCOMPLETION

24 Programme:24.1 The Contractor shall complete the construction within the total period of 36 months from the date of entering into Contract including rainy season. Keeping in view the schedule for handing over of site, the work should be programmed such as to achieve the mile-stones as in “Rate of progress statement”enclosed.24.2 The attention of the Contractor is directed to the contract requirement at the time of beginning of the work, the rate of progress and the dates for the whole work and its several parts as per

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milestones. The following rate of progress and proportionate value of work done from time to time as will be indicated by the Engineer in charge`s Certificate for the value of work done and completion of mile-stones will be required. Date of commencement of their programme will be the date for concluding CONTRACT.24.3 After signing the Contract, the Contractor shall forthwith begin the work, shall regularly and continuously proceed withthem.24.4 The Contractor shall obtain work completion certificate from the Engineer-in-Charge for the value of work done and completion of each of the MileStones.

24.5 WORK PROGRAMME OF ACHIEVING THEMILESTONES: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - -

Sl Milestone Periodin To beCompletedNo. No. Months. Financial

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

Separate statement (Annexure-I) enclosed.24.6 The Contractor shall commence the works on site within the period specified under condition 24.1 to 24.4 above after the receipt by him of a written order to this effect from the Engineer-in-Charge and shall proceed with the same with due expedition and without delay, except as may be expressly sanctioned or ordered by the Engineer-in-Charge or be wholly beyond the Contractor’scontrol.24.7 This being a Contract on LS, conducting of balance survey, investigation, design- Engineering, preparation of land plan schedules are within the Scope of the Contract and the Contractor shall meticulously plan so as to obtain the required site for carrying out theWork.24.8 Save in so far as the Contract may prescribe, the extent of portions of the site of which the Contractor is to be given possession from time to time and the order in which such portions shall be made available to him and, Subject to any requirement in the Contract as to the order in which the works shall be executed, the Engineer- in-Charge with written order to commence the works, give to the Contractor possession of so much of the site as may be required to enable the Contractor to commence and proceed with the execution of the works in accordance with the programme if any, and otherwise in accordance with such reasonable proposals of the Contractor as he shall by written notice to the Engineer-in-Charge, make and will from time to time as the Works proceed, give to the Contractor possession of such further portions of the Site as may be required to enable the Contractor to proceed with the execution of the Works with due dispatch in accordance with the said programme or proposals as the case maybe, if the Contractor suffers delay or incurs cost from failure on the part of the Engineer-in-Charge to give possession in accordance with the terms of this clause, the Engineer-in-Charge shall grant an extension of time for the completion of works and the Contractor is not entitled for any compensation what so ever in thisregard.24.9 The Contractor shall bear all costs and charges for special or temporary way leases required by him in connection with access to the Site. The Contractor shall also provide at his own cost any additional accommodation outside the Site required by him for the purposes of thework.

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24.10 Delays and extension oftime:

No claim for compensation on account of delays or hindrances to the work from any cause whatever shall lie, except as hereafter defined. Reasonable extension of time will be allowed by the Employer for unavoidable delays, such as may result from causes, which in the opinion of the Engineer-in-Charge, and are undoubtedly beyond the control of the Contractor. The Engineer-in-Charge shall assess the period of delay or hindrance caused by any written instructions issued by him, at twenty-five per cent in excess or the actual working period solost.In the event of the Engineer-in-Charge failing to issue necessary instructions and thereby causing delay and hindrance to the Contractor, the latter shall have the right to claim an assessment of such delay by the Employer whose decision will be final and binding. The Contractor shall lodge in writing with the Engineer-in-Charge a statement of claim for any delay or hindrance referred to above, within fourteen days from its occurrence, otherwise no extension of time will beallowed.Whenever authorized alterations or additions made during the progress of the work are of such a nature in the opinion of the Engineer-in-Charge as to justify an extension of time in consequence thereof, such extension will be granted in writing by the Engineer-in-Charge or other competent authority when ordering such alterations oradditions.

25 Construction Programme:

The Contractor shall furnish within fifteen days of the commencement date an integrated construction schedule showing the sequence in which he proposed to carry out the work, monthly progress expected to be achieved, also indicating date of procurement of materials, plant and machinery and shall obtain the approval of the Employer. The schedule should be such that it is practicable to achieve completion of the whole work within the time limit fixed and in keeping with the Mile stone programme specified. Further rate of the progress as in the program shall be kept up to date. In case it is subsequently found necessary to alter this program, the Contractor shall submit sufficiently in advance the revised program incorporating necessary modifications and get the same approved by the Employer.No revised program shall be operative without approval of theEmployer.The Engineer-in-Charge shall have all times the right, without any way violating this contract, or forming grounds for any claim, to alter the order of progress of the works or any part thereof and the Contractor shall after receiving such directions proceed in the order directed. The Contractor shall also report the progress to the Employer within 7 days of the Engineer-in-Charge direction to alter the order of progress ofworks.The Contractor shall give written notice to the Engineer-in-Charge whenever planning or progress of the works is likely to be delayed or disrupted unless any further drawings or order including a direction, instruction or approval is issued by the Engineer-in-Charge within a reasonable time. The notice shall include details of the drawing or order required and of why and by when it is required and of any delay or disruption likely to be suffered if it is late. If by reason of any failure

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or inability of the Engineer-in-Charge to issue within a time reasonable in all the circumstances any drawing or order requested by the Contractor the Contractor suffers delay, and then the Engineer-in-Charge shall take such delay into accord in determining any extension oftime.A detailed programme for 36months (i.e., Thirty six) fixing up schedule for all component activities like submission of LP schedules, handing over of land, submission of designs by the contractor, approval of designs by the department, completion of works etc., for examination and approval by the employer/Department.A realistic milestone programme for completing the work within the period of completion of work as specified in theagreement

26 Speed ofWork:

The Contractor shall at all times maintain the progress of work to conform to the latest operative progress schedule approved by the Engineer-in-Charge. The Contractor should furnish progress report indicating the programme and progress once in a month. The Engineer-in-Charge may at any time in writing direct the Contractor to slow down any part or whole of the work for any reason (which shall not be questioned) whatsoever, and the Contractor shall comply with such orders of the Engineer-in-Charge. The compliance of such orders shall not entitle the Contractor to any claim of compensation. Such orders of the Engineer-in-Charge for slowing down the work will however be duly taken into account while granting extension of time if asked by the Contractor for which no extra payment will be entertained.26.1 Delays in Commencement or progress or neglect of work and forfeiture of Additional Security Deposit and withheld amounts and work done but notpaid.26.2 If, at any time, the Engineer-in-Charge shall be of the opinion that the Contractor is delaying Commencement of the work or violating any of the provisions of the Contract or is neglecting or delaying the progress of the work as defined by the tabular statement, “Rate of progress” he shall so advise the Contractors in writing and at the same time demand compliance in accordance with instructions to Contractor and conditions of Contract. If the Contractor neglects to comply with such demand within seven days after receipt of such notice, it shall then or at any time thereafter, be lawful for the Engineer-in-Charge to take suitable action in accordance with Clause 60 of PS toAPSS.

27 Suspension of works by theContractor:

If the Contractor suspends the works, or sublet the work or in the opinion of the Engineer-in-Charge shall neglect or fail to proceed with due diligence in the performance of his part of the Contract as laid down in the Schedule rate of progress, or if he shall continue to default or repeat such default in the respects mentioned in clause 27 of the APSS. Engineer-in-Charge shall take action in accordance with Clause 55 & 56 of General conditions of Contract or in accordance with clause 61 of PS toAPSS.

Suspension of works by the Employer.The Employer may at any time instruct the Contractor to suspend

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progress of part or all of the works. During such suspension, the Contractor shall protect, store and secure such part or the works against any deterioration, loss or damage.

28 Extension of the Agreed Date ofCompletion:

The Engineer-in-Charge shall extend or recommend for extension, in accordance with the Government orders in force, the Agreed Date of Completion if a Variation is issued which makes it impossible for Completion to be achieved by the Agreed Date ofCompletion.The Engineer-in-Charge shall decide whether and by how much to extend the Agreed Date of Completion within 21 days of the Contractor asking the Engineer-in-Charge for a decision upon the effect of a Variation and submitting full supporting information. If the Contractor has failed to give early warning of a delay or has failed to cooperate in dealing with a delay, the delay by this failure shall not be considered in assessing the new Agreed Date ofCompletion.

29 Delays Ordered by theEngineer-in-Charge:

The Engineer-in-Charge may instruct the Contractor to delay the start or progress of any activity within the Work.

30 EarlyWarning:

The Contractor is to warn the Engineer-in-Charge at the earliest opportunity of specific likely future events or circumstances that may adversely affect the Execution of Works.

The Contractor shall cooperate with the Engineer-in-Charge in making and considering proposals for how the effect of such an event or circumstance can be avoided or reduced by anyone involved in the work and in carrying out any resulting instruction of theEngineer-in-Charge.

31 Management Meetings:

The Employer may require the Contractor to attend a management meeting. The business of a management meeting shall be to review the programme for remaining work and to deal with matters raised in accordance with the early warning procedure.

C. QUALITYCONTROL

32 Identifying Defects:

The Engineer-in-Charge, Department quality control or any representatives of Employer shall check the Contractor’s work and notify the Contractor of any Defects that are found. Such checking shall not affect the Contractor’s responsibilities. The Engineer-in-Charge may instruct the Contractor to verify the Defect and to uncover and test any work that the Engineer considers may be aDefect.

Completion of outstanding work and RemedyingDefects

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In Order that the works shall be in the condition required by the Contract (fair wear and tear excepted) by the expiry date of the relevant Defects Liability Period or as soon as practicable thereafter, the Contractorshall:

Complete any work which is outstanding on the date of start on takeover of the Site and Works, within such reasonable time as is instructed by the Employer, and Execute all work required to remedy defects or damage, as may be notified by the Employer on or before the expiry date of the Defects Liability for the works (as the Case maybe)Cost of Remedying DefectsAll work required to remedy defects shall be executed at the risk and cost of the Contractor, if and to the extent that the work is attributable to :

(a) Failure of the Design of theWorks,(b) Failure of the Contractor to comply with its obligations under

theContract.(c) All such rectification of defects shall be carried as per IS

codes,concerned authority not less than Chief EngineerRank

33 Tests:

If the Engineer-in-Charge/ Employer instructs the Contractor to carry out a test not specified in the Specification to check whether any work has a Defect and the Contractor shall have to carry out such tests at no extra cost.

34 Correction ofDefects:

The Engineer-in-Charge shall give notice to the Contractor of any Defects before the end of the Defects Liability period of as two years defective liability period forwork which begins on completion of whole of the constructionwork.

Every time notice of a Defect is given, the Contractor shall correct the notified defect within the length of time specified in the notice of theEngineer-in-Charge.

35 Uncorrected Defects:

If the Contractor has not corrected the defect within the time specified in the notice of the Engineer-in-Charge. The Engineer-in-Charge will assess the cost of having the defect corrected and the Contractor will pay this amount or it will be recovered from dues toContractor.

The Engineer-in-Charge shall introduce O.K. cards and prescribed the formats there of. O.K. cards shall relate to all major components of the work. The Contractor / his authorized representative shall be required to initiate and fill in and present the O.K. card to the construction staff that would check the respective items and send to Engineer-in-charge or his representative for final check and clearance / O.K. Any defects pointed out by the supervision staff of department shall promptly be attended to by the Contractors and the fact of doing so be duly recorded on the back of O.K.card.

The Engineer-in-Charge may also introduce check lists which shall be kept in Bound registers by the construction supervision staff. The Contractor may be required to fill up these lists in the first instance and shall be subsequently checked by the Quality ControlEngineers.

Further tests if the work of remedying of any defects or damage may

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affect the performance of the works, the Employer may require the repetition of any of the tests described in the Contract, including Tests on Completion and/or tests after completion. The requirement shall be made by notice within 28 days after the defect or damage isremedied. These tests shall be carried out in accordance with the terms applicable to the previous tests, except that they shall be carried out at the risk and cost of the Contractor.

36 QualityControl:

In the works contracts even the Government has created quality control mechanism in the movement and progress of works executed through construction and quality control engineers etc., who have also to verify and give certificate on quality control in recommending payment of the bills for the works done with the standard specifications and the quantities/ qualities so as to make payments by PAO concerned as part of good governance, the quality control wing duties in some cases are more perfunctory as can be seen from Vigilance & Enforcement and Anti Corruption Bureau investigative reports including on non-adhering to the minimum 30% of super check measure of each and every component of the respective works done, in particular on quality assessment, thereby the Tender Initiating Authority and the Superintending Engineer concerned shall give specific circular instructions fixing responsibility on the Executive Engineer and other Subordinate officers concerned for the works on hand involved under the project are of three thousand Crores above and mainly meant for public utility of drinking water and irrigation water supply. The quality control tests can even be done in any laboratories certified by the National accreditation board for testing and caliberation laboratories (NABL). “(The quality control tests have to be done in any laboratories certified by the National accreditation board for testing and caliberation laboratories (NABL))”Quality control monitoring reports, test results, reports of corrective action etc, shall be furnished to the employer at regular intervals.Quality Audit will be got conducted by the Engineer-in-Charge departmentally or by other organization and the Contractor shall extend the testing facilities to them also at his cost.The Contractor shall produce the Quality records maintained by him to the Employer for the quality audit.In addition to the normal inspection by the regular staff in charge of the Construction of work, the work will also be inspected by the Executive Engineer/Superintending Engineer Quality control Circle/Chief Engineer Quality Control or by the State or District level Vigilance Cell Unit and any other recognized external Agency if any sub-standard work or excess payments are noticed with reference to measurement books etc., during inspection, action will be taken based on their observations and these will be effected by the Engineer-in-Charge of the execution of thework.The Contractor shall submit quality plan and show proof of owning quality laboratory or having tie-up with an established quality laboratory. The Tenderer should furnish the list of testing equipment available with him and suitable for the present work.Emphasis on the quality will be paramount. The concerned departments are directed to strengthen the quality control system, the Government by keeping a separate Chief Engineer for quality control

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under the direct control of Government. The Chief Engineer quality control should see that quality audit is done periodically and also evolve suitable punitive action against contractors as well as engineers in charge of the work who violate proper quality standards.

QualityAssurance:

The Contractor shall submit quality assurance plan within one month from the Commencement Date for approval of Employer. The Contractor shall institute a quality assurance system to demonstrate compliance with the requirements of the Contract. The system shall be in accordance with the details stated in the Contract. The Employer or his representative shall be entitled to audit any aspect of the system.Details of all procedures and compliance documents shall be submitted to the Employer for information before each design and execution stage is commenced. When any documents of a technical nature are issued to the Employer, evidence of the prior approval by the Contractor himself shall be apparent on the document itself.Compliance with the quality assurance system shall not relieve the Contractor of any of his duties, obligations or responsibilities under the Contract.The Contractor shall submit the Quality Management Plan for the Contract work indicating the following, within one month from the Commencement Date for approval ofEmployer.a) The quantum of work to be done, quantities of various materials

required and the electrical and mechanical equipment to beinstalled.

b) The number of tests to be conducted for various materials, electrical and mechanical equipment and also for finished items of work as per the I.S Codes and othercodes.

c) The details of field laboratories and testing facilities available for conducting the abovetests.

d) MOU with external laboratories approved by the Government for conducting required tests on equipment andmaterials.

e) The personnel of Contractor in-charge of quality management with their names, duties and authority. The qualifications of the persons in-charge of collecting samples, testing materials, testing equipment and finished item work, persons in-charge of quality assurance with powers to reject the defect work, the process of rectification of defects and deficiencies, the process of corrective actions for avoiding recurrence ofdefects.

f) Any other information that may be required by theEmployer.g) Copies of the quality management plan have to be furnished to the

Engineer-in- Charge and also to the outside quality control agency nominated by the Employer.

Quality Control Responsibilities:

a. The Contractor and the Engineers in charge of construction / maintenance are responsible for the quality of construction / maintenance. The departmental executing Engineers will act as Quality Assurance Engineers. The Quality Control Officials are accountable for the quality of the work where certification issued by them. They should also act as Quality AuditEngineers.

b. If external agencies are engaged, for conducting quality audit,

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the following methodology given below should beadopted.c. Before inspecting the work, the external agency should inform

the Head of the Department. It should conduct quality control tests as per the standard procedures in the presence of Construction and Quality Control Engineers and the Contractor who is executing thework.

d. The observations of the external agencies on the quality of work should be recorded then and there and signatures of all the concerned obtained as a token of acceptance of theobservations.

e. For all works costing more than Rs.2.00 Crores, the Contractor shall submit quality plan and also show proof of owning Quality Laboratory or having tie- up with an established Quality Laboratory. The equipment needed should be standardized depending on nature ofwork.

f. Quality control monitoring reports, test results, reports of corrective action etc, shall be furnished to the employer at regularintervals.

g. Quality Audit will be got conducted by the Engineer-in-Charge departmentally or by other organization and the contractor shall extend the testing facilities to them also at hiscost.

h. The Contractor shall produce the Quality records maintained by him to the Employer for the qualityaudit.

For all works costing more than Rs.2.00 Crores the Contractor shall submit quality plan and also show proof of owning quality lab or tie-up with an established qualitylab.

D.COSTCONTROL

Contract Price – Schedule of payment. Bill ofquantities. For all items of work such as “Improvements to escape channel, Nippula vagu, Galeru River and Kundu River from Km 0.000 to Km 189.200 and Re-gradation of Vagu,flood Protection works and Providing High Level bridges at enroute villages for improving the carrying capacity to 35000 cusecs". execution of works and also for making payments.

The actual requirement of quantities will be in accordance with the approved drawings and payments will thus be regulated as per the approved drawings and as per actual execution. The tender percentage excess or less shall be applied.

The Contractor will be paid as per work done quantities of all works as specified under the scope of the work under the contractagreement.Notwithstanding anything that is stated in the Contract Agreement, the Contract price once accepted by the employer shall be final and shall not be subject to any claims on any ground what so ever of the Contractor and also Notwithstanding anything that is stated the Price Bid once accepted by the Employer shall be final and shall not be

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subject to any claim on any ground what so ever subject to the detailed estimates will be compared with the provisions made in the Internal Bench mark values and any savings resulting due to adoption of different, but acceptable norms by the LS contractor and also any decrease in the scope of work as mentioned in basic parameters will accrue to thedepartment.The Contract Price of the total work is to be paid as per actual work done and payments will be regulatedaccordingly.

37 Changes in theQuantities:

Being a lump sum Contract on LS, the Contractor is bound to complete the entire work under the contract as per % on the rates mentioned in the Schedule-A. The Contractor shall be deemed to have satisfied himself as to the correctness and sufficiency of the Contract Price. Therefore, the Contractor is bound to execute all supplemental works that are found essential, incidental and inevitable during execution of main work at extra cost to theEmployer.

The cost due to such supplemental items of work shall be borne by the Employer.

38 Extra items:

Extra items of work shall not vitiate the Contract. This being a lump sum Contract on LS for % quoted on rates mentioned in Schedule-A, the Contractor shall be bound to execute any items of work contingent to main work for completion in full shape as directed by the Engineer-in-Charge at cost of the Employer. The cost due to such extra items shall be paid by the Employer by concluding supplemental agreement.

39 Cash flow forecasts:

When the program is updated, the Contractor is to provide the Engineer-in-charge with an updated cash flowforecast.

40 Contract Price, Schedule of Payments, PaymentCertificates:

ContractPrice:The total Contract price shall be total value of the work under LS as per Contract Agreement including defect liability period .

a) The Employer will pay the Contractor for completion of all works as specified under the scope of the work / Employers requirement.

b) Contract Price will be paid to the Contractor in Indian Rupees only.

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41. PaymentsThe Contractor shall execute the various components of work as per approved drawings and specifications and payment will be made for the items mentioned in the schedule- A for actual work done quantities. The monthly work bills will be paidbased on the measurements of work done

a).i)Earth work Excavation:Payment will be made for earth work excavation for canals/structures in cubic meters as per Schedule-A for actual work done quantities.Un Lined Canals:Payment will be made for earth work excavation for canals/structures in cubic meters as per Schedule-A for actual work done quantities.Payments for Lining:Payment will be made for lining for canals in cubic meters/Square meters as applicable as per Schedule-A for actual work done quantiti

c) CM & CDworks:

Payment will be made for CM & CD works items in units mentioned in Schedule-A for actual work done quantities.

d) Payment for Hydro-Mechanical equipment and works shall be made asunder:-

A) For Supply, fabrication, erection, testing andcommissioning(For Gates):-

a) 85% of the price indicated in the Schedule - A duly retaining 7.5% towards FSD and shall be paid as per clause 42.2.1 for Electro-Mechanical Works component supply of goods (for Price including all taxes and duties) shall be paid on receipt of Goods at the Project site based on certificate furnished by Engineer-in-Charge and supplier’s Representative, the basis of various items received in accordance with the contract Agreement.b) 10% the price indicated in the schedule - A duly retaining 7.5% towards FSD and shall be paid as per clause 42.2.1 of Hydro-Mechanical works component shall be paid on completion of erection, testing and commissioning of equipment, on pro rate contract value of the work completed as per the agreed construction schedule and on certification by the Engineer-in-Charge and Supplier’sRepresentative.

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c) Balance 5% amount will be paid at the time of Finalbill.

B) Deleted

42. i (a) Deleted.

(b) The Contractor can utilize the useful excavated materials from the other components of present work. All costs for such useful excavated material will be recovered from the contractor bills with rates as per SoR 2019-20.

42.2 Payments and Certificates

42.2.1 Payments shall be adjusted for recovery of advance payments, liquidated damages in terms of Bid conditions and security deposit for the due fulfillment of the contract. Recoveries will be affected towards seigniorage and cess charges on the materials used and other statutory taxes as per the State and Central Government Rules. Payment will be made to the Contractor under the certificate to be issued at reasonably frequent intervals by the Engineer- in- Charge, and intermediate payment will be the sum equal to 92.50% of the value of work done as so certified and balance of 7.50% will be withheld and retained as security for the due fulfillment of the Contractor under the certificate to be issued by the Engineer-in- Charge. On completion of the entire works the Contractor will receive the final paymentofallthemoneysdueorpayabletohimunderorbyvirtueofthecontractexcept earnest money deposit retained as security (out of 7.5% amount retained from every bill) and a sum equal to 2.50% of the total value of the work done. The amount 2.5% withheld from the final bill will be retained under deposits and paid to the Contractor together with the earnest money deposit retained as security after a period of 24 months (2 Years) + 28 Days for civil works and 24 months+28 days for all other worksas all defects if any shall have been made good according to the true intent and meaning thereof.42.2.2 In case of over payments or wrong payment if any made to the Contractor due to wrong interpretation of the provisions of the contract, APSS or Contract conditions etc., such unauthorized payment will be deducted in the subsequent bills or final bill for the work or from the bills under any other contracts with the Government or at any time thereafter from the deposits available with theGovernment.42.2.3 Any recovery or recoveries advised by the Government Department either state or central, due to non-fulfillment of any contract entered into with them by the Contractor shall be recovered from any bill or deposits of theContractor.42.2.4 No claim shall be entertained, if the same is not represented in writing to the Engineer-in-Charge within 15 days of itsoccurrence.42.2.5 The Contractor is not eligible for any compensation for inevitable delay in handing over the site or for any other reason. In

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such case, suitable extensions of time will be granted after considering the merits of thecase. 42.3 The Employer shall within 28 days after receiving a Statement and supporting documents, give to the Contractor notice of any items in the Statement with which the Engineer in charge disagrees, with supporting particulars. Payments due shall not be withheld, except that;(a) If anything supplied or work done by the Contractor is not in

accordance with the Contract, the cost of rectification or replacement may be withheld until rectification or replacement has been completed; and /or

(b) If the Contractor was or is failing to perform any work or obligation in accordance with the contract and had been as notified by the Engineer in charge, the value of this work, or obligation may be withheld until the work or obligation has beenperformed.

(c) The Employer may, by any payment, make any correction or modification that should properly be made to any amount previously considered due. Payment shall not be deemed to indicate Engineer in charge acceptance, approval, consent orsatisfaction.

42.4 Application for Intermediate Payment Certificate

The Contractor shall submit a statement/bill to the Engineer-in-charge once in a month, in a form approved by the Engineer-in-charge, showing the amounts to which the Contractor executed the items of works to be entitled, together with supporting documents which shall include the detailed report on the progress during the month for each section of the Work. The statement duly certified by Engineer in charge /Department Quality control/Any representative of Employer shall include the following items, as applicable, which shall be expressed in Indian Rupees and also shall include the following items, as applicable, which shall be expressed in the sequence listed below:(a) The value of the Construction Documents produced and the Works

executed up to the end of themonth;(b) Amounttobedeductedforretention,[email protected]%fromeachinterim

bills.(c) Any amount to be deducted against recovery of advance amount in

accordance with rate specified in Contract.(d) Delay damages in respect of non-achievement of milestone as

perContract.(e) Any other additions or deductions which may have become due in

accordance with theContract(f) Deduction of Goods Service Tax and Seigniorage and cess charges

on materials used and other statutory obligations etc. asapplicable.(g) The total amounts certified on all previous Interim

PaymentCertificates.(h) Each bill shall accompany the test reports of all the work done

quantities, materials, equipment and finished items ofwork.

42 Interest on Money due to the Contractor:

No omission by the Engineer-in-charge or the sub-divisional officer to paythe amount due upon certificates shall vitiate or make void the

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contract, nor shall the Contractor be entitled to interest upon any guarantee fund or payments in arrear, nor upon any balance which may, on the final settlement of his accounts, found to be due tohim. However if payment of final bill is delayed beyond 90 days from the date of passing the bill by the PAO, the contractor is eligible for payment of simple interest @ 6% per annum from 91st day onwards.

43 Certificate of Completion of works:

Certificate of Completion of works:

When the whole of the work has been completed and has satisfactory passed any final test that may be prescribed by the Contract, the Contractor may give a notice to that effect to the Engineer-in-Charge accompanied by an undertaking to carry out any rectification work during the period of maintenance, such notice and undertaking shall be in writing and shall be deemed to be request by the Contractor for the Engineer-in-Charge to issue a Certificate of completion in respect of the Works. The Engineer-in-Charge shall, within twenty one days of the date of delivery of such notice either issue to the Contractor, a certificate of completion stating the date on which, in his opinion, the works were completed in accordance with the Contract or give instructions in writing to the Contractor specifying all the Works which in the opinion of in the Engineer-in-Charge required to be done by the Contractor before the issue of such Certificate. The Engineer-in-Charge shall also notify the Contractor of any defects in the Works affecting completion that may appear after such instructions and before completion of the Works specified there in. The Contractor shall be entitled to receive such Certificate of the Completion within twenty-one days of completion to the satisfaction of the Engineer-in-Charge of the Works so specified and making good of any defects sonotified.

Similarly, the Contractor may request and the Engineer-in-Charge shall issue a Certificate of Completion in respectof:a) Any section of the Permanent works in respect of which a separate

time for completion is provided in the Contract,andb) Any substantial part of the Permanent Works which has been both

completed to the satisfaction of the Engineer-in-Charge and occupied or used by the Department.

If any part of the Original/Permanent Works shall have been completed and shall have satisfactorily passed any final test that may be prescribed by the Contract, the Engineer-in-Charge may issue such certificate, and the Contractor shall be deemed to have undertaken to complete any outstanding work in that part of the Works during the period of Maintenance. Provided always that a certificate of completion given in respect of any section or part of the permanent works before completion of the whole work shall not be deemed to certify completion of any ground or surfaces requiring in statement, unless such certificates shall expressly sostate.

44 Taxes included in thebid:

The Price Bid quoted by the Contractor is exclusive of Goods and Service Tax (GST) but inclusive of other taxes on all materials that the Contractor will have to purchase for performance of this contract. However, Clause 18.0 & 18.1 of ITC read with Notes 1 &2 there on will

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apply.The contractor is liable to discharge their tax liability fully as per the provision of GST Act while filing their returns.The GST will be applied as per G.O.Ms.No.58,Finance (WR.I), Department, Dated:08.05.2018 and relevant GO’s & rates/ Circulars/ Guidelines issued by Government from time to time.The contractor shall file GST returns from time to time and produce proof to the Department in so far as the contract scope is concerned, and the reimbursement of GST will be made accordingly in next subsequent bills. Any input tax credit or subsidy shall be accrued to the Governmentonly.The contractor shall provide to the employer/client copies of all required licenses proof of what he to obtain, safety standard certificates if any, the particulars of the GST / IGST/SGST registration of the contractor and the particulars of the tax paid on particular product / package / service of the gross project cost respectively and any input tax benefit availed and are available, whenever required by theemployer.

45 PRICE ADJUSTMENT -

The Cement quantity per Cum. being incorporated based on revised standard dataas defined in IS 456-2000 and the Central Vigilance Commissioner’s circular instructions in this regard viz., for M-10, M15, M-20,25,30,35 and 40 instead of 220,330,350, 380,400,420,430 Kgs as 220, 280,300,300, 320,340, 360 Kgs. respectively or of the actual as per the design mix which ever is less. The design mix has to be made in the presence of the employer’s field engineer or other subordinate officers with reference to the revised standard specifications supra. This Superintending Engineer shall take care of the same in his overall supervision.

This price adjustment clause shall apply for Cement, Steel, Steel plates for pipes & POL for all works irrespective of the value of work and irrespective of agreement period As per G.O’s (i) G.O.Ms.No.35, T,R&B (RI) Department, Dated:28.02.2006 (ii) G.O.Ms.No.73, T,R&B (RI) Department, Dated:24.4.2006 (iii) G.O.Rt.No.175, T,R&B (RI) Department, Dated:19.2.2007 and (iv) G.O.Ms.No.94, T,R&B (RI) Department, Dated:16.4.2008).The Price Adjustment will be made for Cement, Steel, Steel plates for pipes and Fuel. No escalation on labour and other materials will be paid. The Bidder has to quote the bid taking into account of any variation in rates and wages during the period of execution i.e., from the date of quoting the rates to the end of completion of work in all respects.Price adjustment shall be both for increase and decrease in the prices for the works completed within the original agreementperiod.The Price Adjustment will be applied in all cases where the variations between the estimated rates and Board of Chief Engineers approved rates (increase or Decrease) is more than 5% for the month.However, in respect of cement and steel price adjustment will be made for the actual quantity used in the work for increase or decrease of prices by more than 5% over current rates (As approved by the Board of Chief Engineers) of Rs.4600/-(excluding GST)per M.T. for Cement, Rs.38,500/-(excluding GST) per MT Mild steel, structural steel, HYSD bars and Rs.40,000/-(excluding GST) per MT M.S platesFor the purpose of assessing the increase and decrease the rates, of

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cement and steel as approved by the Board of Chief Engineers communicated by the Engineer-in-Chief, Irrigation Wing, WR Dept., from time to time will be Adopted (Branded steel from SAIL, VSP, TISCO, NSCO, JINDAL Steel & power Ltd only used for structural work) confirming to ISStandard.This Price Adjustment will be made for variation in price of steel, cement

& fuel in excess of (+) or (-) 5 % of in base of existing price escalation clause as per Govt. Memo.No.3444 Maj.Irrg.1(2)/2009 dt:24.02.2009. The increase/decrease from 0 to 5% / 0 to -5% will not be adjusted.

In respect of fuels the rates prevailing in the nearest fuel station /stations to work spot on the last day of filing the bids will be adopted as base rates. Any hike beyond 5% over the base rates will be compensated in accordance with the followingformula.

VF=0.85XPF/100XRIX(FI-FO)/FOWhere,RI=Value of work done during the quarter.VF=increase or decrease in the cost of work during the quarter under

consideration due to change in rates for fuels and lubricants.PF=% of fuel and lubricants component of the work.(The component of PF will be assessed and decided by a committee

constituted by the Government).FO= Average official retail price of HSD at the existing consumer’s

pumps of IOC/IBP/HP/Reliance nearest to the work spot on the last day of filing bids.

FI= Average official retail price of HSD at the existing consumer’s pumps of IOC/IBP/HP/Reliance nearest to the work spot on the 15th day of the middle calendar month of the quarter under consideration.

Price Adjustment is not applicable for the part of the work carried out for which Liquidated damages are levied.

The price adjustment clause for variation in prices of steel, cement and fuel in excess of (+) or (-) 5% of in place of existing price escalation clause as per Govt.Memo.No.3444 Maj. Irrig.I (2)/2009 dt:24.02.2009. The increase from 0 to 5% will not be adjusted.

In the formula of price adjustment, RI, the value of work shall exclude seigniorage charges, NAC, GST and all other overhead charges.

The Price adjustment for Cement, Steel & POL shall be applicable within the original contract period or period extended on grounds of the departmental delays and valid reasons and shall not be applicable to the extensions granted on account of the Contractors fault as envisaged G.O.Ms. No.94, Dated:01-07-2003 of Irrigation & CAD Department, Price adjustment shall be applicable for actual components of items of works actually carried out during the period of thebill.

For the price adjustment in respect of cement, steel, steel plates, POLs, the adjustment shall not be allowed where liquidated damages are levied and extension of time granted for reasons attributable to the contractor, even though there is increase in the prices. In the event of decrease in the prices of the above materials, the price adjustment will be done on such occasions also, subject to the provision contained under clause 46above.

46 Retention

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The Engineer-in-Charge shall retain from each payment due to the Contractor @ the rate of 7.50% of bill amount until completion of the whole of the Works. Out of 7.50%, 2.50 % will be retained with the department in cash only. The retention amount so accumulated against remaining 5% will be released against the bank guarantee valid beyond 1 month from the date of completion of defect liability period, in spells of Rs. 50.00 Lakhs. However, at any point of time, the retention money with the department to an extent of 2.50% shall be in cashonly.

On completion of the whole of the Works; out of total amount retained i.e., 7.50%, 5 % will be re-paid to the Contractor along with final bill and balance i.e., 2.5% will be re-paid when the defect liability Period has passed and the Engineer-in- Charge as certified that all the Defects notified by the Engineer-in-Charge to the Contractor before the end of this period have beenrectified/corrected.

47 Liquidated Damages

If for any reason, which does not entitle the Contractor to an extension of time, the rate of progress of works, or any section is at any time, in the opinion of the Superintending Engineer too slow to ensure completion by the prescribed time or extended time for completion Superintending Engineer shall so notify the Contractor in writing and the Contractor shall there upon take such steps as are necessary and the Superintending Engineer may approve to expedite progress so as to complete the works or such section by the prescribed time or extended time. The Contractor shall not be entitled to any additional payment for taking such steps. If as a result of any notice given by the Superintending Engineer under this clause the Contractor shall seek the Superintending Engineers permission to do any work at night or on Sundays, if locally recognized as days or rest, or their locally recognized equivalent, such permission shall not be unreasonably refused.If the Contractor fails to complete whole of the works or any part thereof or section of the works within the stipulated periods of individual mile stones (including any bonafide extensions allowed by the competent authority without levying liquidated damages), the Superintending Engineer may without prejudice to any other method of recovery will deduct one tenth of one percent of respective mile stone financial programme value per calendar day or part of the day for the period of delays subject to a maximum of 10% of the contract value as damages due from the Contractor from any monies in his hands due or which may become due to the Contractor. The payment or deductions of such damages shall not relieve the Contractor from his obligation to complete the works, or from any other of his obligations and liabilities under the contract.The maximum amount of liquidated damages for the whole of the works is ten percent of final contract price.

Liquidated Damages for Short Fall inPerformanceShould the results of the formal performance test show that the equipments have failed to meet the guarantees the CONTRACTOR shall carry out the modification, at his own cost, if considered necessary to meet the guaranteed values. In such a case the performance and guarantee tests shall be repeated by the CONTRACTOR/JV withinone(1) month from the date the equipment is ready for re-test. If the specified guarantees are not established within 90 days of notification by

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the EMPLOYER, the EMPLOYER may at his discretion reject the equipment and recover the payments already made or accept the equipment after assessing the liquidated damages payable at the rates specified below for each equipments. Such liquidated damages shall be recoverable by invoking the Performance Bank Guarantee of the CONTRACTOR or by deduction from the contract price, orotherwise.

48 Mobilization Advance –

Deleted. As per the Government of Andhra Pradesh G.O Ms No.83, Dt.17.12.2019 (WR Dept), clause of mobilization Advance is dispensed

49 Securities

The Earnest Money Deposit and Additional Security (for discount tender percentage beyond 10%) shall be provided to the Department not later than the date specified in the Letter of Acceptance and shall be issued in an amount and form and by a bank acceptable to the Department. The Earnest Money shall be valid until a date 28 days from the date of expiry of Defects Liability Period and the additional security shall be valid until a date 28 days from the date of issue of the certificate ofcompletion.

50 Cost of Repairs

Loss or damage to the Works or materials to the Works between the Start Date and the end of the Defects Correction Periods shall be remedied by the Contractor at the Contractor’s cost if the loss or damage arises from the Contractor’s acts oromissions.

E. FINISHING THECONTRACT

51 Completion:

The Contractor shall request the Employer to issue a Certificate of completion of the Works and the Employer will do so upon deciding that the work iscompleted.

52 TakingOver:

The Department shall take over the Site and the Works within fourteen days of the Employer issuing a certificate ofCompletion.

53 Final Account:

The Contractor shall supply to the Engineer-in-Charge / Employer a detailed account of the total amount that the Contractor considers payable under the Contract at the end of the defect liability period. The Engineer-in-Charge / Employer shall issue a Defects Liability Certificate and certify any final payment that is due to the Contractor within 56 days of receiving the Contractor’s account if it is correct and complete. If it is not, the Engineer-in-Charge shall issue within 56 days a schedule that states the scope of the corrections or additions that are necessary. After it has been resubmitted, the Engineer-in-Charge shall decide on the

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amount payable to the Contractor and issue a payment certificate within 56 days of receiving the Contractor’s revisedaccount.

54 Termination by Employer

Termination to be governed by PS to APSS. The parties hereby expressly agree that the termination of the Contract shall be governed by the procedure prescribed under the PS toAPSS.The Employer may terminate the Contract if the Contractor causes a fundamental breach of theContract.Fundamental breaches of Contract include, but shall not be limited to the following.

a. The Contractor stops work for 28 days when no stoppage of work is shown on the current program and the stoppage has not been authorised by theEmployer.

b. The Contractor is made bankrupt or goes into liquidation other than for a reconstruction oramalgamation.

c. The Engineer-in-Charge gives Notice that failure to correct a particular Defect is a fundamental breach of Contract and the Contractor fails to correct it within a reasonable period of time determined by the Engineer-in-Chargeand

d. The Contractor does not maintain a security which is requiredande. The Contractor has delayed the completion of works by the number of

days for which the maximum amount of liquidated damages can be paid asdefined.

f. If the Contractor, in the judgment of the Department has engaged in corrupt or fraudulent practices in completing for or in the executing the contract. If it is found that the work was awarded on false/ fake certificates ofExperience.

If any of these events or circumstances, the employer may, upon giving 14 days’ notice to the Contractor, terminate the contract and expel the Contractor from the site as per the clause 61 of PS to APSS.

For the purpose of this paragraph: “corrupt practice” means the offering, giving, receiving or soliciting of anything of value to influence the action of a public official in the procurement process or in contract execution. “Fraudulent practice” means a misrepresentation of facts in order to influence a procurement process or the execution of a contract to the detriment of the Government and includes collusive practice among Contractors (prior to or after Bid submission) designed to establish Bid prices at artificial non-competitive levels and to deprive the Government of the benefits of free and opencompetition.

Notwithstanding the above the Employer or Engineer-in-charge may terminate the Contract forconvenience.If the Contract is terminated, the Contractor shall stop work immediately, make the Site safe and secured leave the Site as soon as reasonablypossible.

55 Payment uponTermination:If the Contract is terminated because of a fundamental breach of Contract by the Contractor, the Engineer-in-Charge shall issue a certificate for the value of the work done less advance payments received upon the date of the issue of the certificate, less other recoveries due in terms of the Contract, less taxes due to be deducted at source as per applicable laws and less 20% of the value of work not

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completed. Additional Liquidated Damages shall not apply. If the total amount due to the Department exceeds any payment due to the Contractor the difference shall be a debt payable to the Department, with interest to recover. In case of default for payment within 28 days from the date of issue of notice to the above effect, the Contractor shall be liable to pay interest at active rate of interest notified by Government of Andhra Pradesh, enforce, at the time of payment for the period ofdelay.

56 Property:

All materials on the Site, Plant, Equipment, Temporary Works and Works are deemed to be the property of the Department if the Contract is terminated because of Contractor’sdefault.

57 Release fromPerformance:

If the Contract is frustrated by the outbreak of war or by any other event entirely outside the control of either the Employer or the Contractor, the Employer shall certify that the contract has been frustrated. The Contractor shall make the site safe and stop work as quickly as possible after receiving this certificate and shall be paid for all works carried out before receiving it and for any work carried out after wards to which commitment wasmade.

F . OTHER GENERALCONDITIONS

58 Water Supply:

The Contractor has to make his own arrangements for water required for the work and to the colonies and work sites, which are to be established by the Contractor.

59 Electrical Power:

The Contractors will have to make their own arrangements for drawing electric power from the nearest power line after obtaining permission from the Andhra Pradesh State Electricity Board at his own cost. In case of failure of electricity, the Contractor has to make alternative arrangements for supply of electricity by Diesel Generator sets of suitable capacity at place of work. If the supply is arranged by the Department, necessary Tariff rates shall have to be paid based on the prevailing rates.The Contractor will pay the bills of Electricity Board for the cost of power consumed by him.The Contractor shall satisfy all the conditions and rules required as per Indian Electricity Act 1910 and under rule - 45(I) of the Indian Electricity Rules, 1956 as amended from time to time and other pertinent rules.The power shall be used for bonafide Departmental works only.

Electric Power for DomesticSupply:a) The Contractor has to make his own arrangements for the

supply of electric power for domestic purposes and the charges for this purpose have to be paid by him at the rates as fixed by

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the Andhra Pradesh State Electricity Board from time totime.b) The Contractor will have to make his own arrangements to lay

and maintain the necessary distribution lines and wiring for the camp at his own cost. The layout and the methods of laying the lines and wiring shall have the prior approval of the Engineer-in-Charge. All camp area shall be properly electrified. All lines, streets, approaches for the camp etc., shall be sufficiently lighted for the safety of staff and labour of the Contractor, at the cost of the Contractor and it will be subject to the approval of the Engineer- in-Charge.

60 Land:

Land for Contractor’suse:The Contractor will be permitted to use Government land for execution of work. The Contractor shall have to make his own arrangements for acquiring and clearing the site, leveling, providing drainage and other facilities for labour staff colonies, site office, work-shop or stores and for related activities. The Contractor shall apply to the Employer within a reasonable time after the award of the contract and at least 30 days in advance of its use, the details of land required by him for the work at site and the land required for his camp and should any private land which has not been acquired, be required by the Contractor for his use. The same may be acquired by the Contractor at his own cost by private negotiations and no claim shall be admissible to him on thisaccount.The Engineer-in-Charge reserves the right to refuse permission for use of any government land for which no claim or compensation shall be admissible to the Contractor. The Contractor shall, however, not be required to pay cost or any rent for the Government land given tohim.

Surrender of OccupiedLand:a) The Government land as here in before mentioned shall be

surrendered to the Engineer in Charge within seven days, after issue of completion certificate. Also no land shall be held by the Contractor longer than the Engineer-in-Charge shall deem necessary and the Contractor shall on the receipt of due notice from theEngineer-in-Charge, vacate and surrender the land which the Engineer-in-Charge may certify as no longer required by the Contractor for the purpose of the work.

b) The Contractor shall make good to the satisfaction of the Engineer-in-Charge any damage to areas, which he has to return or to other property or land handed over to him for purpose of this work. Temporary structures may be erected by the Contractor for storage sheds, offices, residences etc., for non-commercial use, with the permission of the Engineer-in-Charge on the land handed over to him at his own cost. At the completion of the work these structures shall be dismantled site cleared and handed over to the Engineer-in-Charge. The land required for providing amenities will be given free of cost from Government lands if available otherwise the Contractor shall have to make his ownarrangements.

Contractor not to dispose off Spoil etc:The Contractor shall not dispose off or remove except for the purpose

of fulfillment of this contract, sand, stone, clay ballast, earth, trees and shrubs or other materials obtained in the excavation made or lying on

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the site of the work, and all such materials and produce shall remain property of the Government. The Employer may upon request from the Contractor, or if so stipulated in the conditions of the contract allow the Contractor to use any of the above materials for the works at free of cost during the execution of the work. However, the Contractor shall pay seigneorage charges on the used quantity of materials at specified rates.

61 Approach Roads and roads in work area:

In addition to existing public roads and roads Constructed by Government, if any, in work area all additional approach roads inside work area and camp required by the Contractor shall be constructed and maintained by him at his own cost. The layout design, construction and maintenance etc. of the roads shall be subject to the approval of the Engineer-in-Charge. The Contractor shall permit the use of these roads by the Government at free of charge.It is possible that work at, or in the vicinity of the work site will be performed by the Government or by other Contractors engaged in work for the Government during the contract period. The Contractor shall without charge permit the government and such other Contractor and other workmen to use the access facilities including roads and other facilities, constructed and acquired by the Contractor for use in the performance of theworks.

The Contractor’s heavy construction traffic or tracked equipment shall not traverse any public roads or bridges unless the Contractor has made arrangement with the authority concerned. In case Contractor’s heavy construction traffic or tracked equipment is not allowed to traverse any public roads or bridges and the Contractor is required to make some alternative arrangements, no claim on this account shall beentertained.The Contractor is cautioned to take necessary precautions in transportation of construction materials to avoid accidents.

62 Payment for Camp Construction:

No payment will be made to the Contractor for construction, operation and maintenance of camp and other camp facilities and the entire cost of such work shall be deemed to have been included in the Bided rate for the various items of work in the schedule of quantities and bids.

63 Explosive and Fuel StorageTanks:

No explosive shall be stored within ½ (half) KM of the limit of the camp sites. The storage of gasoline and other fuel oils or of Butane, Propane and other liquefied petroleum gases, shall confirm to the regulations of Andhra Pradesh State Government and Government of India. The tanks, above ground and having capacity in excess of 2000 liters, shall not be located within the camp area, nor within 200m, of anybuilding.

64 Labour:

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The Contractor shall, make his own arrangements for the engagement of all staff and labour, local or other, and for their payment, housing, feeding andtransport.Labour importation and amenities to labour and Contractor’s staff shall be to the Contractor’s account. His quoted price shall include the expenditure towards importation of labour, amenities to labour and staff;The Contractor shall, if required by the Engineer-in-Charge, deliver to the Engineer- in-Charge a written in detail, is such form and at such intervals as the Engineer-in- Charge may prescribe, showing the staff and the numbers of the several classes of labour from time to time employed by the Contractor on the Site and such information respecting Contractor’s Equipment as the Engineer-in-Charge may require.Transportation ofLabour:The Contractor shall make his own arrangement for the daily transportation of the labour and staff from labour camps colonies to the work spot and no labour or staff of the Contractor shall stay at the work spot. No extra payment will be made to the Contractor for the above transportation of the labour and his quoted percentage to the work shall include the transportation charges of labour from colonies to work spot andback.The Contractor will at all times duly observe the provisions of employmentof children Act XXVI of 1938 and any enactment or modification of the same and will not employ or permit any person to do any work for the purpose under the provisions of this contract in contravention of said Act. The Contractor here by agrees to indemnify the employer from and against all claims, penalties which may be suffered by the department or any person employed by the department by any default on the part of the Contractor in the observance and performance of the provisions of the employment of children Act. XXVI of 1938 or any enactment or modification of thesame.The Contractor shall obtain the insurance at his own cost to cover the risk on the works to labour engaged by him during period of execution against fire and other usual risks and produce the same to the Engineer-in-Charge concerned before commencement of work.

65 Safety Measures forworkers:

1. The Contractor shall take necessary precautions for safety of the workers and preserving their health while working in such jobs, which require special protection and precautions. The following are some of the measures listed but they are not exhaustive and Contractor shall add to and augment these precautions on his own initiative where necessary and shall comply with directions issued by the Engineer-in-Charge or on his behalf from time to time and at alltimes.

2. Providing protective foot wear to workers situations like mixing and placing of mortar or concrete sand in quarries and places where the work is done under much wetconditions.

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3. Providing protective head wear to workers at places like underground excavations to protect them against rockfalls.

4. Providing masks to workers at granulates or at other locations where too much fine dust is floating about and sprinkling water at frequent intervals by water hoses on all stone crushing area and storage bins abate todust.

5. Getting the workers in such jobs periodically examined for chest trouble due to too much breathing in to finedust.

6. Taking such normal precautions like fencing and lightening in excavation of trenches, not allowing rolls and metal parts of useless timber spread around, making danger areas for blasting providing whistlesetc.

7. Supply work men with proper belts, ropes etc., when working in precarious slopes etc.

8. Avoiding named electrical wire etc., as they would electrocute theworks.

9. Taking necessary steps towards training the workers concerned on the machinery before they are allowed to handle them independently and taking all necessary precautions in around the areas where machines hoists and similar units are working.

10. In the safety of workers, employees of the contractor/ subcontractor if any and officers of the employer and other public the contractor shall take all necessary precautions and safety measures as per the instructions in force time to time of the state and central governments with reard to COVID-19 preventive conditions.

66 Fair WageClause:

The Contractor shall pay not less than fair wages to labourers engaged by him on thework.“Fair” wages means wages whether for time of piecework notified by the Government from time in the area in which the work issituated.The Contractor shall not with-standing the revisions of any contract to the contrary cause to be paid to the labour, in directly engaged on the work including any labour engaged by the sub-Contractor in connection with the said work, as if the labourers had been directly employed by him.In respect of labour directly or indirectly employed in the works for the purpose of the Contractors part of the contract the Contractor shall comply with the rules and regulations on the maintenance of suitable records prescribed for this purpose from time to time by the Government. He shall maintain his accounts and vouchers on the payment of wages to the laborers to the satisfaction of the Engineer-in-Charge.The Engineer-in-Charge shall have the right to call for such record as required to satisfy himself on the payment of fair wages to the labourers and shall have the right to deduct from the contract amount a suitable amount for making good the loss suffered by the worker or workers by reason of the “fair wages” clause to the workers.The Contractor shall be primarily liable for all payments to be made and for the observance of the regulations framed by the Govt. from time to time.As per Contract labour (Regulation and abolition) Act. 1970 the

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Contractor has to produce the license obtained from the licensing officers of the labour department along with the Bid or at the time of contract.Any violation of the conditions above shall be deemed to be a breach of his contract. Equal wages are to be paid for both men and women if the nature of work is same and similar.The Contractor shall arrange for the recruitment of skilled and unskilled labour local and imported to the extent necessary to complete the work within the agreed period as directed by the Engineer-in-Charge in writing.

67 I indemnity Bond:

Name of work“Improvements to escape channel, Nippula vagu, Galeru River and Kundu River from Km 0.000 to Km 189.200 and Re-gradation of Vagu,flood Protection works and Providing High Level bridges at enroute villages for improving the carrying capacity to 35000 cusecs"–under LS Turnkey System.

”I ………………………………………………… Lead Memberof (JV)Contractor S/o………………………… aged ..........Resident of

…………………………………………………………………………………………….. do hereby bind myself to pay all the claims may come (a) under Workmen’s Compensation Act. 1933 with any statutory modification thereof and rules there under or otherwise for or in respect of any damage or compensation payable in connection with any accident or injury sustained (b) under Minimum wages Act 1948 (c) under payment of wages Act.1936 (d) under the Contractor labour (Regulation and Abolition) Act. 1970 by workmen engaged for the performance of the business relating to the above contract i.e., failing such payment of claims of engaged in the above work, I abide in accepting for the recovery of such claims, affected from any of my assets with the departments.

CONTRACTOR

68 Compliance with LabourRegulations:During continuance of the Contract, the Contractor and his sub Contractors shall abide at all times by all existing labour enactments and rules made there under, regulations, notifications and bye laws of the State or Central Government or local authority and any other labour law (including rules), regulations, bye laws that may be passed or notifications that may be issued under any labour law in future either by the State or the Central Government or the local authority and also applicable labour regulations, health and sanitary arrangements for workmen, insurance and other benefits. Salient features of some of the major labour laws that are applicable to construction industry are given below. The Contractor shall keep the Employer indemnified in case any action is taken against Employer by the competent authority on account of contravention of any of the provisions of any Act or rules made there under, regulations or notifications including amendments. If the Employer is caused to pay or reimburse, such amounts as may be necessary to cause or observe,

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or for non-observance of the provision stipulated in the notifications/bye laws/Acts/Rules/regulations including amendments, if any, on the part of the Contractor, the Engineer-in-charge /Employer shall have the right to deduct any money due to the Contractor. The Employer /Engineer-in-Charge shall also have right to recover from the Contractor any sum required or estimated to be required for making good the loss or damage suffered by theDepartment.The Employees of the Contractor and the Sub-Contractor in no case shall be treated as the Employees of the Employer at any point of time.

69 Salient features of some major labour laws applicable to establishment engaged in buildings and other constructionwork:

(a) Workmen compensation Act 1923: The Act provides for compensation in case if injury by accident arising out of and during the course ofemployment.

(b) Payment of Gratuity Act 1972: Gratuity is payable to an employee under the Act on satisfaction of certain conditions on separation if any employee has completed 5 years service or more, or on death, the rate of 15 days wages for every completed year of service. The Act is applicable to all establishments, employing 10 or more employees.

(c) Employees P.F. and Miscellaneous provision Act 1952: The Act provides for monthly contributions by the Department plus workers @ 10% or 8.33%. The benefits payable under the Actare:(i) Pension or family pension on retirement or death, as the case

maybe.(ii) Deposit linked insurance on the death in harness of theworker.(iii) Payment of P.F. accumulation on retirement/deathetc.,

(d) Maternity Benefit Act 1951: The Act provides for leave and some other benefits to women employees in case of confinements or miscarriageetc.

(e) Contract Labour (Regulation & Abolition) Act 1970: The Act provides for certain welfare measures to be provided by the Contractor to contract labour and in case the Contractor fails to provide, the same are required to be provided by the Principal Department by Law. The Principal Department is required to take certificate of Registration and the Contractor is required to take license from the designated Officer. The Act is applicable to the establishments or Contractor of Principal Department if they employ 20 or more contractlabour.

(f) Minimum wages Act 1948: The Contractor is supposed to pay not less than the Minimum wages fixed by appropriate Government as per provisions of the Act if the employment is a scheduled employment construction of Buildings, Roads, Runways are scheduledemployments.

(g) Payment of wages Act 1936: It lays down as to by what date the wages are to be paid, when it will be paid and what deductions can be made from the wages of the workers.

h) Equal Remuneration Act 1979: The Act provides for payment of equal wages for work of equal nature to Male or Female workers and for not making discrimination against Female employee in the matters of transfers, training and promotionsetc.

(i) Payment of Bonus Act 1965: The Act is applicable to all establishments employing 20 or more employees. The Act provides for payment of annual bonus subject to a minimum of 8.33% of wages and maximum

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of 20% of wages to employees drawing Rs. 3500/- per month or less. The bonus to be paid to employees getting Rs.2500/- per months or above and up to Rs.3500/- per month shall be worked out by taking wages as Rs.2500/- per monthly only. The Act does not apply to certain establishments. The newly set-up establishments are exempted for five years in certain circumstances. Some of the State Governments have reduced the employment size from 20 to 10 for the purpose of applicability of thisAct.

(j) Industrial Disputes Act 1947: The Act lays down the machinery and procedure for resolution of Industrial disputes, in what situations a strike or lock- out becomes illegal and what are the requirements for laying off or retrenching the employees or closing down theestablishment.

(k) Industrial Employment (Standing Orders) Act 1946: It is applicable to all establishments employing 100 or more workmen (employment size reduced by some of the State and Central Government to 50). The Act provides for laying down rules governing the conditions of employment by the Department on matters provided in the Act and get the same certified by the designatedAuthority.

(l) Trade Unions Act 1926: The Act lays down the procedure for registration of trade unions of workmen and Departments. The Trade Unions registered under the act have been given certain immunities from civil and criminalliabilities.

(m) Child Labour (Prohibition & Regulation) Act 1986: The Act prohibits employment of children below 14 years of age in certain occupations and processes and providesforregulation of employment of children in all other occupations and processes, Employment Child Labour is prohibited in Building and Construction Industry.

(n) Inter-State Migrant workmen’s (Regulation of Employment & Conditions of service) Act 1979: The Act applicable to an establishment, which employs 5 or more inter-state migrant workmen through an intermediary (who has recruited workmen in one state for employment in the establishment situated in another State). The inter State migrant workmen, in an establishment to which this Act becomes applicable, are required to be provided certain facilities such as housing, medical aid, traveling expenses from home upto the establishment and back,etc.

(o) The Building and Other Construction workers (regulation of Employment and conditions of service) Act 1996 and the Cess Act of 1996: All the establishments who carryon any building or other construction work and employs 10 or more workers are covered under this Act. All such establishments are required to pay cess at 1% of the cost of construction as may be modified by the Government. The Department of the establishment is required to provide safety measures at the Building or construction work and other welfare measures, such as Canteens, First- aid facilities, Ambulance, Housing accommodations for workers near the work place etc. The establishment to whom the Act applies has to obtain a registration certificate from the Registering Officer appointed by theGovernment.

(p) Factories Act 1948: The Act lays down the procedure for approval of plans before setting up a factory, health and safety provisions, welfare provisions, working hours, annual earned leave and rendering information regarding accidents or dangerous occurrences to designated authorities. It is applicable to premises employing 10

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person or more with aid of power or 20 or more persons without the aid of power engaged in manufacturingprocess.

(q) The Contractor / Executing agency shall require to register the workers engaged by them as beneficiaries with the Andhra Pradesh Building and otherconstruction workers welfare Board and extension of benefits to such workers under the saidAct.

70 Liabilities of theContractor:Accident Relief and workmencompensation:

The Contractor should make all necessary arrangements for the safety of workmen. On the occurrence of an accident, which results in the injury or death of any of the workmen employed by the Contractor, the Contractor shall within 24 hours of the happenings of the accident should intimate in writing to the Engineer-in-charge or the Employer, about the accident. The Contractor shall indemnify the Employer against all loss or damage resulting directly or indirectly from the accident including the penalties or fines if any payable as a consequence of failure to give notice under Workmen’s Compensation Act or otherwise. The entire responsibility for the loss or damage and payment of penalties or fines shall be that of the Contractor and the Employer shall in no way be made responsible for thesame.

In the event of an accident in respect of which compensation may become payable under the Workmen’s Compensation Act by the Contractor, it shall be lawful for the Engineer-in-Charge to retain from the amounts payable to the Contractor, such sum of money which may in the opinion of the Engineer-in-Charge be sufficient to meet such liability. The opinion of the Engineer-in-Charge shall be final in regard to all matters arising under thisclause.The Contractor shall at all times indemnify the Employer against all claims which may be made under the workmen’s compensation act or any statutory modification there to or rules there under or otherwise any damage or compensation payable in consequence of any accident or injuries sustained or death of any workmen engaged in the performance of the business relating to theContractor.

In case of any claim by workmen pending in any court of law or tribunal involving the employer also with the contractor, the employer is entitled to retain amount in relation to the claim from final bill of contractor till the claim is cleared

71.4 Engagement of Staff and LabourExcept as otherwise stated in the Employer’s Requirements, the Contractor shall make arrangements for the engagement of all staff and labour, local or otherwise, and for their payment, housing, feeding andtransport.In case of any claim by workmen pending in any court of law or tribunal involving the employer also with the contractor, the employer is entitled to retain amount in relation to the claim from final bill of contractor till the claim iscleared.

71 Contractor’s Staff, Representatives andLabour:

(a) The Contractor shall, at all times, maintain on the works, staff of qualified Engineers, and Supervisors of sufficient experience of similar other jobs to assure that the quality of work turned out shall be as intended in the specifications. The Contractor shall also maintain at

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the works, a Work Manager of sufficient qualifications, experience and office and duly authorize him to deal with all aspects of the day- today work. All communications to any commitments by the Work Manager shall be considered as binding on theContractor.

(b) The Contractor shall at all times submit details of skilled and unskilled labour, supervisory staff and equipment employed to the Engineer-in-Charge in prescribed proforma as he may require, and notify the changes when made and satisfy the Engineer-in-Charge regarding the quality and adequacy of staff thusemployed.

(c) If the Contractor fails to employ the technical personnel as above, a fine of Rs.25,000/- per day of the default will be imposed on the Contractor. If the default continues for a period exceeding 30 days, thereafter it shall amount to a fundamental breach of contract by theContractor.

(d) The Contractor shall at all times, maintain on the work staff of qualified Engineers and Supervisors of sufficient experience of similar other jobs to ensure that the quality of work turned out shall be as intended in these specifications and they shall be present at the work spot during working hours and at the time of inspection by the Employer. All orders and directions given to such supervisory or other staff of the Contractor to be present on any specified inspection and the Contractor shall comply with such requisitions.

(e) The Contractor shall supply to the Engineer-in-Charge details of name, qualifications and experience in regard to all supervisory staff employed by the Contractor and notify the changes when made and satisfy the Engineer-in-Charge regarding the quality and adequacy of staff thusemployed.

(f) The Engineer-in-Charge will have the unquestionable right to ask for change in the Contractor’s supervisory staff and to order removal from the work of any of such staff. The Contractor shall comply with such order and effect replacement to the satisfaction of theEngineer-in-Charge.

(g) The Contractor shall not without written authorization of the Employer permit entry on site of work of any persons other than his workers, supervisory staff and authorized agents, engaged in connection withwork.

(h) All vehicles used by the Contractor shall be clearly marked with Contractor`sname.

72 Accommodation andfood:

The Contractor should arrange accommodation he needs, at his own cost. The Contractor shall make his own arrangements for supply of food grains, fuel and other provision to his staff and labourers including controlledcommodities.

73 Relationship:

Contractor shall have to furnish information along with Bid, about the relationship he is having with any officer of the Employer of the rank of Assistant Engineer and above engaged in the work and any officer of the rank of Assistant Secretary and above of the Department of Government of AndhraPradesh.

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74 Protection of adjoining premises:

The Contractor shall protect adjoining sites against structural, decorative and other damages that could be caused by the execution of the works and make good at his cost any such damages.

75 Work during night or on Sundays andholidays:

The works can be allowed to be carried out during night, Sundays or authorized holidays in order to enable him to meet the schedule targets and the work shall require almost round the clock working keeping in view that:(i) The provisions of relevant labour laws are being adheredto:(ii) Adequate lighting, supervision and safety measures are

established to the satisfaction of the Engineer-in-Charge and(iii) The construction programme given by the Contractor and

agreed upon by the Engineer-in-Charge envisages night working or working during Sundays or authorized holidays.

(iv) DisorderlyConductThe Contractor shall at all times take all reasonable precaution to prevent any unlawful, riotous or disorderly conduct by or amongst the Contractor’s Personnel, and to preserve peace and protection of person and property on and near the Site.

76 Layout of materials stacks:

The Contractor shall deposit materials for the purpose of the work on such parts only of the ground as may be approved by the Engineer-in-Charge before starting work. A detailed survey, clearly indicating position and areas where materials shall be stacked and sheds built is to be conducted by the Contractor at his own cost and only after obtaining necessary approval of the plan for use of sites by the Engineer- in-Charge, the Contractor can use the sitesaccordingly.

77 Use of blasting materials:

Procurement of blasting materials and its storage is the responsibility of the Contractor. The Contractor shall engage licensed blaster for blasting operation. The Contractor is to act in accordance with Indian Explosive Act and other rules prevailing, during the execution of work. It is the responsibility of the Contractor to see, that works by other agencies in the vicinity are not hampered and in case any claim is made by other agencies on account of loss due to blasting the liability in respect thereof should be borne by the Contractor. Carriage of blasting materials, from the magazine to the work site, is the responsibility of the Contractor. The Contractor shall obtain all licenses and permissions for procuring, handling explosives and blasting operations for carryout the work from competent authority as per ExplosivesAct.

Plants, Materials and workmanship

Manner of ExecutionThe Contractor shall carry out the manufacture of plant, the

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production and manufacture of Materials, and all other execution of the Works.

(a) In the manner(if any) specified in theContract,(b) In a proper workmanlike and careful manner, in accordance with

recognized good practices,and(c) With property equipment facilities and non-hazardous Material,

except as otherwise specified in theContract.

Inspection

The Employer’s Personnel and representatives shall at all reasonable time:

(a) have full access to all part of the siteand(b) During production, manufacture and construction (at site and to

the extent specified in the Contract, elsewhere), be entitled to examine, inspect, measure and test the materials and workmanship, and to check the progress of manufacture of Plant and production and manufacture ofMaterials.

The Contractor shall give the Employer’s Personnel full opportunity to carry out these activities, including providing access facilities, permissions and safety equipment. No such activity shall relieve the Contractor from any obligation or responsibility.

78 Plant andEquipment:

The Contractor shall install sufficient plant, equipment and employ sufficient labour and shall work for such hours and shifts as may be necessary to maintain the progress on the work as per the approved progress schedule. The working and shifts hours shall comply with the Govt. Regulations inforce.It is to expressly and clearly understood that Contractor shall make his own arrangements to equip himself with all machinery and special tools and plant for the speedy and proper execution of the work and the department does not undertake responsibility towards theirsupply.

Ownership of Plant&MaterialsEach item of plant and material shall, to the extent consistent with the Laws of the Country become the property of the Employer at whichever is earlier of the following items free from liens and other encumbrances.

when it is delivered to theSite;when the Contractor is entitled to payment of value of the Plant and

Material under theContract.The Employer shall supply to the Contractor such of the machinery that may be available on hire basis but their supply cannot be demanded as matter of right and no delay in progress can be attributed to such non supply of the plant by the employer and the employer cannot be made liable for any damage to the Contractor.

The Contractor shall be responsible for the safe custody of the departmental machinery supplied to him (which will be delivered to Contractor at the machinery yard at site of work) and he has to make good all damages and losses if any other than fire, wear and tear to bring it to conditions that existed at the time of issue to the Contractor before handing over the same to the employer. The hire charges for the machinery handed over to the Contractor will be recovered at the rate

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prevalent at the time of supply. The Contractor will have to execute supplemental contract with Executive Engineer at the time of supply ofmachinery.

79 Steel forms:Steel forms should be used for all items involving use of centering and shuttering. They shall be such that the concrete surface obtained after removal of centering and shuttering shall be single plane without any Honey combs, dents and undulations.

80 Inconvenience to public:The Contractor shall not deposit materials at any site, which will cause inconvenience to public. The Engineer-in-Charge may direct the Contractor to remove such materials or may undertake the job at the cost of theContractor.

81 Conflict of interest:Any bribe, commission, gift or advantage given, promised or offered by on behalf of Contractor or his partner, agent or servant or any one on his behalf to any officer, servant, representatives, agents of Employer / Engineer-in-Charge or any persons on their behalf, in relation to the obtaining or to execution of this, or any other contract with Employer / Engineer-in-Charge shall in addition to any criminal liability of the Contractor may also result in cancellation of this or all other contracts and also to payment by the Contractor of any loss or damage resulting from any such cancellation. The Engineer-in-Charge shall then be entitled to deduct the amount, so payable from any money, otherwise due to the Contractor under this or any other contract.

Contractor’s Operations on the SiteThe Contractor shall confine his operations to the Site, and to any additional areas which may be obtained by the Contractor and agreed by the Employer as working areas. The Contractor shall take all necessary precautions to keep Contractor’s Equipment and Contractor’s Personnel within the Site and these additional areas, and to keep them off adjacent land.

During the execution of the Woks, the Contractor shall keep the Site free from all unnecessary obstruction, and shall store or dispose of any Contractor’s Equipment or surplus materials. The Contractor shall clear away and remove from the Site any wreckage, rubbish and Temporary Works which are no longer required.Upon the issue of the Taking-Over Certificate for the Works, the Contractor shall clear away and remove all Contractor’s Equipment, surplus material, wreckage, rubbish and Temporary Works. He Contractor shall leave the Site and the Works in a clean and safe condition. However, the Contractor may retain on Site, during the Defects Notification Period, such Goods as are required for the Contractor to fulfill obligations under theContract.Instructions:The Contractor shall take instructions from the Employer/ Engineer-in-Charge or an assistant to whom appropriate authority has been delegated to issue instructions. The Contractor shall carry out all instructions of the Employer/Engineer-in-charge and comply with all

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the applicable local laws where the Site is located.

82 Contract documents and materials to be treated as confidential:All documents, correspondences, decisions and orders, concerning the Contract shall be considered as confidential and/or restricted in nature by the Contractor and he shall not divulge or allow access to them by any unauthorized person.

83 General obligations of Contractor:The Contractor shall, subject to the provision of the Contract and with due care and diligence, execute and maintain the Works in accordance with specifications and drawings.The Contractor shall promptly inform the Employer and the Engineer-in-Charge of any error, omission and fault and to rectify the defect in the design or specifications of the Works which are discovered when reviewing the Contract Documents or in the process of execution of theWorks.If Contractor believes that a decision taken by the Engineer-in-Charge was either outside the authority given to the Engineer-in-Charge by the Contract or that the decision was wrongly taken, the decision shall be referred to the technical expert within 14 days of the notification of the Engineer-in-Charge’sdecisions.Pending finalization of disputes, the contractor shall proceed with execution of work with all duediligence.

84 Security measures:a) Security requirements for the Work shall be in accordance with the

Government’s general requirements including provisions of this clause and the Contractor shall conform to such requirements and shall be held responsible for the actions of all his staff/employees.

b) All Contractors’ employees, representatives shall wear identifications badges provided by the Contractor. Badges shall identify the Contractor, showing and employee’s name shall be worn at all times while at thesite.

c) All vehicles used by the Contractor shall be clearly marked with Contractor’s name.

d) The Contractor shall be responsible for the security of the Works in the duration of the Contract and shall provide and maintain continuously adequate security personnel to fulfill these obligations. The requirements of security measures shall include, but not limited to maintenance of order on the site, provision of proper lighting, fencing, guards, flagmen, barricades, warming signboard and all other measures necessary for the protection of the Works within the colonies, camps and elsewhere on the Site, all materials delivered to the Site, all persons employed in connection with the Works. The security arrangements shall be in place continuously throughout working and non working period including nights, Sundays and holidays for the entire duration of theContract.

e) Other Contractors if any, working on the site concurrently with the Contractor will provide security for their own plant and materials. However, their security provisions shall in no way relieve the Contractor of his responsibilities in this respect

f) Separate payment will not be made for provision of security services and the cost of this shall be deemed to have been included in thebid.

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85 Fire fighting measures:a) The Contractor shall provide and maintain adequate firefighting

equipment and take adequate fire precaution measures for the safety of all personnel and Temporary and Permanent Works and shall take action to prevent damage to destruction by fire of any structures, sheds, trees shrubs andgrasses.

b) Separate payment will not be made for the provision of fire preventionmeasures.

86 Sanitation:The Contractor shall implement the sanitary and watch and ward rules and regulations for all workers / staff employed under this Contract and if the Contractor fails to enforce these rules, the Engineer-in-Charge may enforce them at the expenses of the Contractor.

87 Training ofpersonnel:The Contractor, shall, if and as directed by the Engineer-in-Charge provide free of any charge adequate facilities, for vocational training of Government Officers, students, Engineers, supervisors, foremen, skilled workmen etc. not exceeding six in number at any one time on the Contractor’s work. Their salaries, allowances etc. will be borne by the Government and the training schemes will be drawn up by the Engineer-in-Charge in consultation with theContractor.

88 Ecological balance:a) The Contractor shall maintain ecological balance by preventing de-

forestation, water pollution and defacing of natural landscape. The Contractor shall so conduct his construction operation as to prevent any unnecessary destruction, scarring, or defacing of the natural surroundings in the vicinity of the Work. In respect of the ecological balance, Contractor shall observe the followinginstructions.

i. Where unnecessary destruction, scarring, damage or defacing may occur, as result of the operation, the same shall be repaired replanted or otherwise corrected at the Contractor’s expense. The Contractor shall adopt precautions when using explosives, which will prevent scattering of rocks or other debris outside the work area. All work area including borrow areas shall be smoothened and graded in a manner to conform to the natural appearances of the landscape as directed by the Engineer-in- Charge.

ii. All trees and shrubbery which are not specifically required to be cleared or removed for construction purposes shall be preserved and shall be protected from any damage that may be caused by the Contractor’s construction operation and equipment. The removal of trees and shrubs will be permitted only after prior approval by the Engineer-in-Charge. Special care shall be exercised where trees or shrubs are exposed to injuries by construction equipment, blasting, excavating, dumping, chemical usage or other operation and the Contractor shall adequately protect such trees by use of protective barriers or other methods approved by the Engineer-in-Charge. Trees shall not be used for anchorages.

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The Contractor shall be responsible for injuries to trees and shrubs caused by his operations. The term “injury” shall include, without limitation bruising, scarring, tearing and breaking of roots, trunks or branches. All injured trees and shrubs be restored as nearly as practicable without delay to their original condition at the Contractor’s expense.

iii. The Contractor’s construction activities shall be performed by methods that will prevent entrance or accidental spillage of solid matter contaminants, debris and other objectionable pollutants and wastage into river. Such pollutant and waste include earth and earth products, garbage, cement concrete, sewage effluent, industrial wastes, radio- active substances, mercury, oil and other petroleum products, aggregate processing, mineral salts and thermal pollution. Pollutants and wastes shall be disposed off in a manner and at sites approved by the Engineer- in-Charge.

iv. In the conduct of construction activities and operation of equipments the Contractor shall utilize such practicable methods and devices as are reasonably available to control, prevent and otherwise minimise the air pollution. The excessive emission of dust in to the atmosphere will not be permitted during the manufacture, handling and storage of concrete aggregates and the Contractor shall use such methods and equipment as are necessary for collection and disposal or prevention of dust during these operations. The Contractor’s methods of storing and handling cement shall also include means of eliminating atmospheric discharges of dust. Equipment and vehicles that give objectionable emission of exhaust gases shall not be operated. Burning of materials resulting from clearing of trees, bushes, combustible construction materials and rubbish may be permitted only when atmospheric conditions for burning are considered favorable.

b) Separate payment will not be made for complying with the provisions of this clause and all cost shall be deemed to have been included in the unit rates and prices included in the Contract. If any provision is not complied with within a reasonable time even after issue of a notice in this respect, the necessary operations would be carried out by the Engineer-in-Charge at the cost of the Contractor, Orders of the Engineer-in-Charge in this respect would be final and binding on theContractor.

89 Preservation of existing vegetation:a) The Contractor will preserve and protect all existing vegetation

such as trees, on or adjacent to the Site which do not unreasonably interfere with the construction as may be determined by the Engineer-in-Charge. The Contractor will be held responsible for all unauthorized cutting or damage of trees, including damage due to careless operation of equipment, stockpiling of materials or trekking of grass areas by equipment. Care shall be taken by the Contractor in felling trees authorized for removal to avoid any unnecessary damages to vegetation and tress that are to remain in place and to structures under construction or in existence.

b) All the produce from such cutting of trees by the Contractor shall

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remain the property of Government and shall be properly stacked at site, approved by the Engineer-in-Charge. No payment whatsoever shall be made for such cutting and its stacking by the Contractor. If any produce from such cutting is not handed over to the Government by the Contractor, he shall be charged for the same at the rates to be decided by the Engineer-in-Charge. The recovery of this amount shall be made in full from the intermediate bill thatfollows.

c) The Contractor shall also make arrangements of fuel deposits for supply of required fuel for the labour to be employed for cooking purpose at his own cost in order to prevent destruction of vegetation growth in the surrounding area of the worksite.

90 Possession prior to completion:The Engineer-in-charge shall have the right to take possession of or use any completed part of Work or Works or any part thereof under construction either temporarily or permanently. Such possession or use shall not be deemed as anacceptance of any work either completed or not completed in accordance with the Contract with in the interest of Clause 28 of APSS except where expressly otherwise specified by the Engineer-in-charge.

91 Payment upontermination:If the contract is terminated because of a fundamental breach of contract by the contractor, the Engineer-in-Charge shall issue a certificate for the value of the work done less advance payment received upon the date of the issue of the certificate and less the percentage to apply to the work not completed as indicated in the contract data.

Additional liquidated damages shall not apply. If the total amount due to the Department exceeds any payment due to the contractor the difference shall be a debt payable to the Department. In case of default for payment within 28 days from the date of issue of notice to the above effect, the contractor shall be liable to pay interest at 9% per annum for the period ofdelay.

92 Access to the Contractor’sbooks:Whenever it is considered necessary by the Engineer-in-Charge to ascertain the actual cost of execution of any particular extra item of work or supply of the plant or material on which advance is to be made or of extra items or claims, he shall direct the Contractor to produce the relevant documents such as payrolls, records of personnel, invoices of materials and any or all data relevant to the item or necessary to determine its cost etc. and the Contractor shall when so required furnish all information pertaining to the aforesaid items in the mode and manner that may be specified by the Engineer- in-Charge.

93 Drawing to be kept at Site:One copy of the drawings shall be kept by the Contractor on the Site and the same shall at all reasonable time be available for inspection and use by the Engineer-in- Charge and the Engineer-in-Charge’s representative and by any other persons authorized by the Engineer-in-Charge inwriting.

94 B.I.S. [I.S.I.] books and APSS to be kept atSite:

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A complete set of Indian Standard specification referred to in “Technical Specifications” and A.P.S.S. shall be kept at Site forreference.

95 Site OrderBook:An order book shall be kept at the site of the Work. As far as possible, all orders regarding the Work are to be entered in this book. All entries shall be signed and dated by the Department Officer direct charge of the Work and by the Contractor or by his representative. In important cases, the Engineer-in-Charge or the Employer will countersign the entries, which have been made. The order book shall not be removed from the Site, except with the written permission of the Engineer-in- Charge.

96 Variations by way of modification, omissions oradditions:For all modifications, omissions from or additions to the drawings and specifications, the Employer will issue revised plans, or written instructions, or both and no modification, omission or addition shall be made unless so authorized and directed by the Engineer-in-Charge inwriting.The Engineer-in-Charge shall have the privilege of ordering modifications, omission or additions at any time before the completion of the Work and such orders shall not operate to annul those portions of the specifications with which said changes do not conflict.

Engineer-in-Charge’s Decision:It shall be accepted as inseparable part of the Contract that in matters regarding materials, workmanship, removal of improper work, interpretation of the Contract drawings and Contract specification, mode of the procedure and the carrying out the work, the decision of the Engineer-in-Charge / Employer, which shall be given in writing shall be binding on the Contractor.

97 Care and diversion ofriver/stream:The Contractor shall submit details regarding the diversion and care of river or stream during construction of the Work along with a separate print-out of the time table showing earliest and latest start and finish dates of various activities. He should submit a detailed layout plan with drawings for the diversion and care of river during construction of work. The above arrangements shall be at Contractor’scost.

98 Clearing of the site and Re-handingoverGovernment land as may be considered necessary by the Engineer-in-Charge for the execution of the Work will be handed over to the Contractor and shall be handed back to the Employer/ Government in good condition and to the complete satisfaction of the Engineer-in-Charge, after completion of theWorks.After completion of the Works, all areas of operations including those for the staff and labour colonies handed over to the Contractor shall be cleared and handed back to the Engineer-in-Charge. The Contractor shall make good to the satisfaction of the Engineer-in-Charge all damages or alterations made to the area while handing over back of other property or land handed over to him for purpose of the works. Temporary structures may be erected by the Contractor, such as storage sheds, office, residence etc., for non-commercial use in the land handed over to him at his expense and within the permission of the Engineer-in-Charge. At the completion of work, the structures should be dismantled and the Site cleared and handed over to theEmployer.

99 Health andSanitation

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Medical rules for the provision of health and sanitary arrangements for worker employed by the Employer and Contractors:The camp and hutting accommodation water supply and sanitary arrangement for the workers and labour Employed on the Works shall be made by the Contractor at his own cost and shall strictly confirm to the requirements and to the satisfaction of the Medical and Sanitary authorities and in accordance with the medical rules listedbelow.

I. The Contractor shall refer to clauses 37, 38, 39, 50 and 51 of preliminary specifications to the APSS and shall provide at his own expense the following amenities to the satisfaction of theEngineer-in-Charge.

II. First Aid: At the Work Site there shall be maintained in a readily accessible place first aid appliances and medicines including an adequate supply of sterilized dressing and sterilized cotton wool. The appliances shall be kept in good order. They shall be placed under the charge of responsible person who shall be readily available during workinghours.Drinking Water: Water of good quality fit for drinking purpose shall be provided for the working people on a scale of not less than 3 gallons per day.Where drinking water is obtained from an intermittent public water supply, each work place shall be provided with storage tank where such drinking water shall be stored.Every water supply storage shall be at a distance of not less than 15 m from any latrine drain or other source of pollution. Where water has to be drawn from an existing well which is within such proximity of latrine, drain or other source of pollution, the well shall be properly chlorinated before water is drawn from it for drinking. All such wells shall be entirely enclosed in and be provided with a trap door which shall be dust and water proof.A reliable pump shall be fitted to each covered well and the trap door shall be kept closed and opened only or cleaning for inspection which shall be done at least once in amonth.Washing and bathing places: Adequate washing and bathing place shall be provided separately for men and women such places shall be kept in clean and drained conditions, bathing and washing should not be allowed in or near any drinking water well.Latrines and Urinals: These shall be provided within the premises of every work place, Latrines and Urinal in an accessible place and the accommodation separately for eachof them shall be on the following scale or as directed by the Engineer-in-Charge in any particular case.

Seats1. Where the number ofpersons

employed does notexceed50 22. Where the numbers ofpersons

employed exceeds 50 but does notexceed100 33. For everyadditional100 3If women are employed, separate latrines and urinals, screened from those for men shall be provided on the same scale. Except in work places provided with water flushed latrines connected with a water borne sewage system, all latrines shall be cleaned at least four times daily. The excreta from the latrines shall be disposed off at the Contractor's expenses in out of way pits approved by the local public health authority. The Contractor shall also employ adequate number of scavengers and conserve staff to keep the latrines and urinal in a clean

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condition which shall be cleaned at least four timesdaily.Rest Shelters: Rest shelters for the workers at the Work Site there shall be provided free of cost. Two suitable sheds one for meals and the other for use of labour for resting, shall be provided.Crutches: At every work place at which 50 or more women workers are ordinarily employed there shall be provided two huts of suitable size for the use of children under the age of 6 years belonging to such women one hut shall be used for important games and play and other as their bed rooms. The hut shall not be constructed on lower standards than thefollowing.1. Thatchedroof.2. Mud floors and walls.3. Planks spread over the mud floor and covered with matting. The

use of the huts shall be restricted to children, their attendants and mothers of theChildren.

Canteens: A cooked food canteen on a moderate scale shall be provided for the benefit of workers, if it is consideredessential.Sheds for workmen: The Contractor shall provide at his own expense sheds for housing the workmen. The sheds shall be on a standard not less than cheap shelter type to live in which the work people in the locality are accustomed to live, with a floor area of about 2m x 1.5m per two persons. The sheds are to be in rows with 12.5m clear space between sheds and 19m clear space between rows if conditions permit. The work people's camp shall be laid in units of 400 persons each unit to have a clear space of 12m allround.Land should be acquired temporarily for storing Contractor's materials or for his staff. The Contractor should make his own arrangements for temporary acquisition of land required for storing his materials and for housing of this staff at his expenses.

100 Labour Camp and Contractor’s StaffColony:I. The Engineer-in-Charge will hand over the Site for the Contractor and

his labour. All areas of operation including those for his staff and labour colonies handover to the Contractor shall be cleared and handed back as soon as the Contract for the work is over. The Contractor at the time of handing over back shall make good to the satisfaction of the Engineer-in-Charge any damage or alterations made to the areas or other property or land handed over to him for the purpose of the project Works. Temporary structures may be erected by the Contractor for storage sheds, offices, residences etc., for non-commercial use, with the permission of the Engineer-in-Charge on the land handed over to him at his own cost. At the completion of the work these structures shall be dismantled, Site cleared and handed over to the Engineer-in-Charge. The land required for providing amenities will be given free of cost from Government lands if available otherwise the Contractor shall have to make his ownarrangements.

II. Labour importation and amenities to labour and Contractor's staff shall be to the Contractor's account. His quoted bid shall include the expenditure towards importation of labour amenities to labour andstaff;

101 Use ofSite:The Contractor may be permitted to avail the Site as per departmental rules on lease for use by him in carrying out the Contractor work and when Engineer-in-Charge may consider such use to be necessary for

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the bonafide purpose of executing works. The Contractor shall commence any operation on such lands with the prior approval of theEngineer-in-Charge.

102 IncomeTax:a. During the currency of the Contract deduction of TDS at 2.0% +

surcharges if any shall be made from the gross value of each bill of the contract, the Contract value of which is in excess of Rs.10,000/- for deduction of tax at rates as per procedure stipulated under section 194-C (4) of Income Tax Act, 1961 shallbe

b. Income Tax clearance certificate shall be furnished before the payment of final bill.

c. The Contractor’s staff, personnel and labour will be liable to pay personnel income taxes in respect of their salaries and wages as are chargeable under the laws and regulations for the time being in force, and the Contractor shall perform such duties in regard to such deductions thereof as may be imposed on him by such laws andregulations.

103 Seigniorage charges: G.O.Ms. No.11, Industries and Commerce (M.I) Department,Dated:11.02.2020.

Seigniorage charges will be recovered as per rules from the work bills of the Contractor based on the theoretical requirement materials at the followingrates.

Sl. No. Material Seigniorage Charges per cum1. Sand Rs.1002. Metal Rs.903. R.R stone for masonry Rs.904. Revetment stone Rs.905. CRS Stone Rs.906. Gravel Rs.457. Earth (Ordinary) Rs.45

The rates are liable to be revised and amended from time to time by the State Government, by notification in the ‘Andhra Pradesh Gazette’. If the revised seignorage fee is more than the above mentioned, the recovery from the Contractor’s bills shall be as per revisedrates.The difference in seignorage charges mentioned in the above statement and the revised rates communicated from time to time by Mines and Geology Department will be reimbursed to theContractor.If any materials used on the work other than shown under this clause, the seignorage charges will be collected as per G.O.Ms.No.11, Industrial and Commerce CM-1 Department Dated.11.02.2020.104.5 For the sand consumed by the Contractor, normal seignorage fee with one time penalty will be recovered from the work bills in case of procurement of sand without valid permits issued by concerned Asst.

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Director of Mines and Geology. Hence, the Contractor shall produce valid permits for the sand utilized on the work to the Engineer-in-Charge with every bill.

104 Goods and Service Tax (GST) : The prospective bidder/service provider/ contractor must be one having GST registration within the State of Andhra Pradesh and without which not eligible to bid, so that the State Government shall not suffer any loss of revenue. The prospective bidder/service provider/contractor is liable to produce proof of its GST registration within the State of Andhra Pradesh as one of the eligibility criteria of technical bid qualifications. If in case not already registered shall undertake by affidavit to cause registered before bid finalization so to consider, however without which not eligible for bid acceptance even declared as highest bidder and even under reverse tendering process and for such default not only forfeiture of EMD, but also be made liable for other civil and penalconsequences.The service provider/contractor is liable to pay GST which can be deducted at source on every respective bill payment made by client which includes all components as per Section 15(2) of GST Act, 2017. The Contractor shall produce all bills/receipts and accounts regarding cost of material and GST paid thereon and any input subsidy claimed and availed to adjust, whenever the client/employer requires. The SOR rates to be taken in preparing the estimates for arriving value of the contract works must be on Base price for only material components excluding the GST. Needless to say so far as hire charges of machinery component, labour component since no way attracts for GST payment, so also not liable by department to include GST on contractors profit and overheads. In case the GST levied is on overall amount paid for the works contract to the contractor, same shall be taken care of in consultation with the Commercial tax department, so that the State shall not suffer any financial loss and the contractor shall not unduly bebenefited.So far as said GST liability, it is as per the rates of tax applicable if the contract is not exempted from GST concerned. The tax component in so far as works and service contracts for GST as on date is as per G.O.Ms.No.58, Finance(WR.I), Department, dt.08-05-2018 and relevant GOs/ Circulars/ Clarifications being issued from time to time by Government of Andhra Pradesh.As per G.O MsNo.58 Finance (WR.I) Department dt.08-05-2018 the works contract involving predominantly earth work (i.e constituting more than 75% of the value of work) attract 5% GST with input tax credit with effect from13-10-2017

105 Labour welfare cess: It is the liability of the Contractor to pay the labour cess as per Government Rules/norms from time to time. The Government Water Resources Department is no way liable for the same in any contingency. Bidder shall quote his price considering theabove.

106 National Academy Construction: The Bid price quoted by the Contractor is exclusive of NAC and shall be recovered at the rate of 0.1% on the cost of construction in each bill of the contractor andreimbursed.

107 Supply of Construction Materials:i. The Contractor has to make his own arrangements for procurement,

supply and use of constructionmaterials.ii. All materials so procured should confirm to the relevant specifications

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indicated in the biddingdocuments.iii. The Contractor shall follow all regulations of the Employer/Government

of India in respect of import licenses etc., if the procurement of the materials is through imports and he shall be responsible for the payment of applicable duties and taxes, port clearances, inland transportation etc. No extra payment will be made contractor has to borne the all such duties, taxesetc.,

iv. The Contractor shall make his own arrangements for adequate storage of the materials.The Contractor shall test all the materials as per the agreement specifications and results shall be recorded duly signed by the contractor or his representative and the Section Officer. The name of the work and quality location shall be clearly noted in the test reports.If any deficiency in the size of metal (aggregates), thickness, binder, quantity, density, weight etc., beyond the limits/tolerances prescribed for road works are observed necessary recoveries/penalties will be effected as per the CircularMemo.No.12582/Vig.I/1/2005-1 dt.23.03.2006 of the Engineer-In-Chief (R&B), Administration & Roads, A.P., Hyderabad.[Any other special conditions applicable to the work put to Bid.]

108 Setting Out:The Contractor shall verify at Site the location lines / profile, levels and reference points as specified in the Contract. The Contractor on the basis of actual field survey shall carry out setting out of the entire project component and its relative position. The Contractor shall be responsible for the correct positioning of all parts of the Works and shall rectify any error in the position, levels and dimensions of alignment of theWork.

109 Site Data:The data and information given in the Project Profile ( Part E) of the Bid Document are based on the Investigations conducted so far. Variations / alternations in the said data / information in respect of Geology, topography, sub soils, hydrological conditions etc., which have bearing on the Construction, cannot be ruled out. The Contractor shall, therefore, satisfy himself about the adequacy and accuracy of the said data / information and interpretation thereof and if necessary, carryout any further Investigations to be conducted by the Contractor. The Employer shall not be responsible for the accuracy / adequacy of the said data / information and interpretation thereof by theContractor.

110 Sufficiency of the Contractprice:The Contractor shall be deemed to have satisfied himself as to the correctness and sufficiency of the Contract Price.Unless otherwise stated in the Contract, the Contract price covers all the Contractor’s obligations under the Contract (including those under provisional sums, if any) and all things necessary for the proper execution and completion of the Works and the remedying of any defects during construction and maintenanceperiod.

111 Unforeseeable Difficulties:Except as otherwise stated in the Contract:a) The Contractor shall be deemed to have obtained all necessary

information as to risks, contingencies and other circumstances which may influence or affect the Works:

b) By signing the Contract, the Contractor accepts total responsibility for

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having foreseen all difficulties and costs of successfully completing the Works;and

c) The Contract Price shall not be adjusted to take account of any unforeseen difficulties orcosts.

112 Rights of Way andFacilities:The Contractor shall bear all costs and charges for special and/or temporary rights- of-way, which he may require, including those for access to the Site. The Contractor shall also obtain, at his risk and cost, any additional facilities outside the site, which he may require for the purposes of theWorks.

113 Avoidance of Interference:The Contractor shall not interfere unnecessarily or improperly with:a) the convenience of the public,orb) the access to and use and occupation of all roads and footpaths, irrespective of whether they are public or in the possession of the Employer or ofothers.The Contractor shall indemnify and hold the Employer harmless against and from all damages, losses and expenses (including legal fees and expenses) resulting from any such unnecessary or improperinterference.

Access to the Site:The Contractor shall provide the Employer/Engineer-in-Charge and any person authorised by the Engineer-in-Charge, access to the site and to any place wherework in connection with the Contract is being carried out or is intended to be carried out.

114 Access Route:The Contractor shall be deemed to have been satisfied as to the suitability and availability of access routes to the Site. The Contractor shall use reasonable efforts to prevent any road or bridge from being damaged by the Contractor’s traffic or by the Contractor’s Personnel. These efforts shall include the proper use of appropriate vehicles and routes.Except as otherwise stated in these Conditions:

a) The Contractor shall (as between the Parties) be responsible for any maintenance which may be required for his use of access routes; the Contractor shall provide all necessary signs or directions along access routes, and shall obtain any permission which may be required from the relevant authorities for his use of routes, signs and directions; the Employer shall not be responsible for any claims which may arise from the use or otherwise of any access route, the Employer does not guarantee the suitability or availability of particular access routes, and Costs due to non-suitability or non-availability, for the use required by the Contractor, of access routes shall be borne by theContractor.

115 Transport ofGoods:a) The Contractor shall give the Employer not less than 21 days’

notice of the date on which any Plant or a major item of other Goods will be delivered to theSite;

b) The Contractor shall be responsible for packing, loading, transporting, receiving. unloading, storing and protection all Goods and other things required for the Works;and

c) The Contractor shall indemnify and hold the Employer harmless against and from all damages, losses and expenses (including legal fees and expenses) resulting from the transport of goods, and shall

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negotiate and pay all claims arising from theirtransport.116 Contractor’sEquipment:

The Contractor shall be responsible for all Contractors’ Equipment. When brought on to the Site, Contractor’s Equipment shall be deemed to be exclusively intended for the execution of the Works. The Contractor shall provide Insurance to all machinery and equipment brought to site.1) All Constructional Plant, Temporary Works and materials provided by the Contractor shall, when brought on to the Site, shall be deemed to be exclusively intended for the execution of the Works and the Contractor shall not remove the same or any part thereof, except for the purpose of moving it from one part of the site to another, without the consent, in writing, of the Engineer, which shall not be unreasonablywithheld.2) Upon completion of the works the Contractor shall remove from the Site all the said Constructional Plant and Temporary Works remaining thereon and any unused materials provided by theContractor.3) The Employer shall not at any time be liable for the loss of or damage to any of the said Constructional Plant, Temporary Works ormaterials.

Protection of theEnvironmentThe Contractor shall take all reasonable steps to protect the Environment (both on and off the Site) and to limit damage and nuisance to people and property resulting from pollution, noise and other results of his operations.The Contractor shall ensure that emissions, surface discharges and effluent from the Contractor’s activities shall not exceed the values indicated in the Employer’s Requirements, and shall not exceed the values prescribed under applicable Laws.

117 Progress Reports:The Contractor shall prepare and present Daily, Weekly, Monthly and quarterly progress reports to theEngineer-in-Charge.After receiving the approvals from Engineer-in-Charge the Contractor shall submit these reports to the Employer in six copies with additional copies as required.Reporting shall continue until the Contractor has completed all Construction Work, which is known to be outstanding at the completion date stated in the Taking-Over Certificate for the Works.The reporting format and content will be decided by the Engineer-in-Charge however each report shall include but not limited to the following

(a) charts and detailed descriptions of progress, including each stage of surveys, investigation, design, Contractor's Documents, procurement, manufacture, delivery to Site, construction, commissioning and trialoperation;

(b) digital photographs and digital videos showing the status of progress on theSite;

(c) for the manufacture of each main item of Plant and Materials, the name of the manufacturer, manufacture location, percentage progress, and the actual or expected datesof:

(i) commencement ofmanufacture,(ii) Contractor’sinspections,(iii) tests,and

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(iv) shipment and arrival at theSite;(d) the details of Contractor's Personnel andEquipment;(e) copies of quality assurance documents, test results and

certificates of material;(f) list of variations, noticesgiven(g) safety statistics, including details of any hazardous

incidents and activities relating to environmental aspects and public relations;and

(h) comparisons of actual and planned progress, with details ofanyevents or circumstances which may jeopardize the completion in accordance with the Contract, and the measures being (or to be) adopted to overcome delays.

(i) risks and dependencyregisters(j) updatedschedule

118 Programme:The Contractor shall submit a time programme to the Employer within 15 (fifteen) days after the Commencement Date and the programme shall be based on the basic time period for completion and milestone as indicated in the Contract Document. The Contractor’s programme shall be considered effective upon its acceptance by theEmployer

The Contractor shall also submit a revised programme whenever the previous programme is inconsistent with actual progress or with the Contractor's obligations. Unless otherwise stated in the contract each programme shall include:(a) The order in which the Contractor intends to carry out the

Works, including the anticipated timing of each major stage of theWorks.

(b) The periods for reviews under Clause 118.2 [Contractor'sDocuments],(c) The sequence and timing of inspections and tests specified in

the Contract, and(d) A supporting report whichincludes:

(i) A general description of the methods which the Contractor intends to adopt for the execution of each major stage of the Works,and

(ii) The approximate number of each class of Contractor's Personnel and of each type of Contractor's Equipment for each majorstage.

The Contractor shall promptly give notice to the Employer of specific probable future events or circumstances, which may adversely affect or delay the execution of the Works. In this event, or if the Employer gives notice to the Contractor that if a programme fails (to the extent stated) to comply with the Contract or to be consistent with actual progress and the Contractor's stated intentions, the Contractor shall submit a revised programme to the Employer in accordance with this Sub-Clause.

RateofProgress :If, at anytime:

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Actual progress is too slow to complete within the Time for Completion,and/orProgress has fallen (or will fall) behind the current programme underSub-Clause24.4 (Programme), then the Employer may instruct the Contractor to submit, under Sub Clause 24.10 (Programme), a revised programme and supporting report describing the revised methods which the Contractor proposes to adopt in order to expedite progress and complete within the Time for Completion.Unless the Employer notifies otherwise, the Contractor shall adopt these revised methods, which may require increases in the working hours and/or in the numbers of Contractor's Personnel and/or Goods, at the risk and cost of the Contractor.

119 commencement of work:- The date of commencement of work is the date of signing of the agreement itself.

From the Commencement of the Works to the completion of the same, the works are to be under the Contractor (s) charge. The Contractor(s) is / are to be held responsible for and to make good all injuries, damages and repair occasioned or rendered necessary to the same by fire or other causes and the Contractor shall hold the Employer harmless from any claims for injuries to persons or for structural damage to property happening due to any neglect, default, want of proper care or misconduct on the part of the Contractors(s) or of any one in his/their employees during the execution of theWorks.

120 If at any time before or after the commencement of the work the Employer shall for any reasonwhatsoever

a) have caused alterations, omissions or variation in the drawings and specification involving any curtailment of the Works as originally contemplated or

121 Force Majeure

Force MajeureIn this clause, “Force Majeure” means an exceptional event or Majeure circumstances:(a) which is beyond a party’scontrol,(b) which such party could not reasonably have provided against before

entering into theContract,(c) which, having arisen, such party could not reasonably have avoided

or overcome, and(d) which is not substantially attributable to the otherparty.Force Majeure may include, but is not limited to, exceptional events or circumstances of the kind listed below, so long as conditions (a) to (d) above are satisfied:(i) war, hostilities (whether war be declared or not), invasion, act of

foreign enemies,(ii) munitions of war, explosive materials, ionizing radiation or

contamination by radio-activity, except as may be attributable to the Contractor’s use of such munitions, explosives, radiations or radio-activity,and

(iii) natural catastrophes such as earthquake, hurricane, typhoon or volcanic activity

(iv) Unprecedent

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ed floods Notice of ForceMajeure

If a party is or will be prevented from performing any of its obligations under the contract by Force Majeure, then it shall give notice to the other party of the event or circumstances constituting the Force Majeure and shall specify the obligations, the performance of which is or will be prevented. The notice shall be given within 14 days after the party became aware or should have become aware, of the relevant event or circumstance constituting Force Majeure.The party shall, having given notice, be excused performance of such obligations for so long as such Force Majeure prevents it from performingthem.Duty to Minimize DelayEach Party shall at all times use all reasonable endeavors to minimize any delay in the performance of the contract as a result of Force Majeure.A party shall give notice to the other party when it ceases to be affected by the Force Majeure.Allocation of costs arising out of Force MajeureUpon occurrence of any Force Majeure event mentioned above, the Parties shall bear their respective costs and no Party shall be required to pay to the other Party any coststhereof.For the avoidance of doubt, Force Majeure Costs may include interest payments on debt, operation and maintenance expenses, any increase in the cost of construction of Works on account of inflation and all other costs directly attributable to the Force Majeure event.Termination Notice for Force Majeure eventIf a Force Majeure event subsists for a period of 180 (one hundred and eighty) days or more within a continuous period of 365 (three hundred and sixty five) days, either Party may in its discretion terminate this Agreement by issuing a termination notice to the other Party without being liable in any manner whatsoever, save as provided in this Article, and upon issue of such termination notice, this Agreement shall,notwithstanding anything to the contrary contained herein, stand terminated forthwith; provided that before issuing such termination notice, the Party intending to issue the termination notice shall inform the other Party of such intention and grant 15 (fifteen) days time to make a representation, and may after the expiry of such 15 (fifteen) days period, whether or not it is in receipt of such representation, in its sole discretion issue the terminationnotice.

Dispute resolutionIn the event that the Parties are unable to agree in good faith about the occurrence or existence of a Force Majeure event, such Dispute shall be finally settled in accordance with the dispute resolution procedure; provided that the burden of proof as to the occurrence or existence of such Force Majeure event shall be upon the Party claiming relief and/or excuse on account of such Force Majeure event.

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122 Defect Liability Period: The defect liability period is 2 Years for the worksfrom the date of certification of completion of the works and the defect liability period shall be extended for as long as defects remain to be corrected by the Contractor, which is without prejudice to the right of the employer to cause rectify and recover. For defect liability the performance guarantee deposit (PGD) given in the form of Bank Guarantee on a Nationalised / Scheduled Bank, shall be valid for the duration of contract period plus the defect liability period and in case any valid extension of contract period is granted, the validity of BG shall also be extended for the corresponding period and further till rectification of defects. The Performance Bank Guarantee on Nationalised / Scheduled Bank that is required to be furnished by the tenderer shall be valid till the work is completed and defects are rectified in all respects and the same will be refunded only after above period andcompliance.

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CONTRACT AGREEMENT

LS AGRE E M E N T N O . /2020-21 date .08 .20 2 0

This Agreement made the………….day of -2020.Between His Excellency, Governor of Andhra Pradesh r e p r e s e n t e d by…………………………………SuperintendingEngineer, T.G.P Circle,Nandyal, Kurnool District, Andhra Pradesh (hereinafter called 'the Employer') of the one part,and M/S……………………………….. (here in after called the “Contractor”) of the other.......................................................................................................Authorized Representative of M/s. Sri.………………………….. Lead Member of M/S…………………………………..Non Lead Members of the Joint Ventureor consortium or the like entity by more than one individual) ( here in after called the “Confirming Parties”) of the Other Part

Whereas the Employer desires that the Works known as should be executed by the Contractor, and has accepted a Tender by the Contractor for the execution and completion of these Works and the remedying of any defects therein,

The Employer and the Contractor agree as follows:

1. In this Agreement words and expressions shall have the same meanings as are respectively assigned to them in the Conditions of Contract hereinafter referredto.

2. The following documents shall be deemed to form and be read and construed as part of thisAgreement:(a) The Letter of Acceptancedated(b) TheAddenda.(c) The Conditions of Contract Volume –I.(d) Technical Specifications Volume – II, (e) Documents produced by Contractor with tender, Bank Guarantees

3. In consideration of the payments to be made by the Employer to the Contractor as hereinafter mentioned, the Contractor hereby covenants with the Employer to execute and complete the Works and remedy any defects therein, in conformity with the provisions of theContract.

4. The Employer hereby covenants to pay the Contractor, in consideration of the execution and completion of the Works and the remedying of defects therein, the Contract Price at the times and in the manner prescribed by theContract.

5. The Non-Lead Members of the Joint Ventureor consortium or the like entity by more than one individual has also signed this Contract as Confirming Parties to confirm that they are jointly and severally liable for performing all obligations under the Contract. (Applicable in case

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ofJV)

In Witness whereof the parties hereto have caused this Agreement to be executed the day and year first before written in accordance with their respective laws.

SIGNED by: SIGNED by:for and on behalf of theEmployer in for and on behalf of the Contractor/Lead the presenceof Member in the presence ofWitness: Name: Witness: Name:

Address: Date: Address: Date:

SIGNED by: SIGNED by:

for and on behalf of the Non- Lead Member in the presenceof

Witness: Name: Address: Date:

Address ofLeadMember Address of Non-LeadMemberRegisteredOffice: RegisteredOf

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Special Conditions of ContractClauseNo. Description ofcontents

1.0 GENERAL2.0 SUFFICIENCY OFBID

MAJOR STRUCTURES AND BASICPARAMETERSMAJORSTRUCTUREBASIC PROJECTPARAMETERSSCOPE OF WORK

GENERALSECTION (I) – SURVEYS ANDINVESTIGATION

SECTION (II) – DESIGN AND ENGINEERINGSECTION (III) –CIVILWORKS

SECTION (IV) –GATES INCLUDING HOISTING ARRANGEMENT AND EMPARTS

SECTION (V) - HYDRO-MECHANICAL & ELECTRICALWORKSSECTION (VI) – MAINTENANCE

5.0 TESTS AND QUALITYCONTROL6.0 MEASUREMENTS ANDPAYMENTS7.0 CONTRACTOR’S WORKPROGRAMME8.0 PROGRAMME – SCHEDULING /RE-SCHEDULING

9.0 MONTHLY PROGRESS REPORT 10.0 ADDITIONAL SPECIAL CONDITIONS OF CONTRACT

Appendix –SI-SCOPE OF WORK, SECTION (I) – SURVEYS AND DETAILED INVESTIGATION

Appendix –PI-SCOPE OF WORK, SECTION (II)– DESIGN AND ENGINEERING

Appendix – CW-SCOPE OF WORK, SECTION (III) – MAIN CIVILWORKS

Appendix – HW-SCOPE OF WORK, SECTION (IV) – HYDRO-MECHANICAL &ELECTRICAL WORKS.

Appendix – OM-SCOPE OF WORK, SECTION (V) – OPERATION & MAINTENANCE

.

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.SPECIAL CONDITIONS OF CONTRACT:

1. GENERALThe data and information given in the Project Profile (Vol-I Part –E) of the Bid Documents are based on the preliminary investigations, planning and preliminary designs carried out so far. The data considered for the project planning have been included in the bid documents. The Contractor shall, therefore, satisfy himself about the adequacy and accuracy of the said data / information and interpretation thereof and collect fresh data / additional data / information and carryout / conduct further investigation and studies for complete scheme. The employer shall not be responsible for the accuracy / adequacy of the data / information and interpretation thereof by theContractor.

2. SUFFICIENCY OFBIDThe Contractor shall be deemed to have visited and carefully examined the Project Site and its surrounding to have satisfied himself to the nature and conditions of the means of transport and communications, whether by land, water or air, as available at present and as to possible interruptions thereto including the access and regress conditions for the Site. The Contractor is also deemed to have made enquiries, examined and satisfied himself as to the sites source for obtaining sand, stones, bricks and other materials, the sites for disposal of surplus materials and accommodation for depots, colonies, workshops and other infrastructure facilities as may be necessary for executing and completing the Works, as also the sub-soil water and variations thereof, storms, prevailing winds, climatic conditions and all other similar matters affecting the works including law &order.Any neglect or omission or failure on the part of the Contractor in obtaining necessary and reliable information upon the foregoing or any other matter affecting the Contract shall not relieve him from any risks or liabilities or the entire responsibility for the completion of the Works in accordance with the Contract.

No verbal agreement or inference from conversation with any officer or employee of the Employer either before or after the signing of the Contract shall in any way affect or modify any of the terms or obligations herein contained. The Contractor shall also be deemed to have inspected and examined the Site and to have satisfied himself, before submitting his Bid, as to the form and nature thereof including the sub-surface conditions and other local conditions, the hydrological, geological and climatic conditions, the extent and nature of work and materials necessary for the completion of the Works, the means of access to the Site and the land for accommodation etc. he may require and, in general, shall be deemed to have obtained all necessary information, as to risks, contingencies and all other circumstances which may influence or affect hisBid.

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3. SCOPE OFWORK

GENERAL

The major components of works to be executed by the Contractor under this contract shall be as described section - wise as follows. Execution of all these works shall include all construction plant / equipment and materials indigenous or imported, and all services and facilities required for completion of thework.Any requirements of work whether requested by the Employer or otherwise and whether specifically described in the Contract or not but are necessary or required for the proper completion and functioning of the Works in accordance with the Contract including remedying of any gaps and deficiencies in the Works shall not be deemed to be considered as any change in the Scope of Work and shall not entitle the Contractor for any extrapayment.SECTION (III) – CIVIL WORKSThe scope of work under this section covers provision of all labour, plant and materials for and execution of all civil works, complete in all respects, as described in the Appendix -CW read in conjunction with the Project Profile,(Part –E) also basic project parameters (Vol –I, Part D) and conditions of contract and Technical Specifications of Bid Documents including incidentals for the proper completion and functioning of the Works in accordance with the contract including any amendments thereof.

SECTION (I) – SURVEYS AND DETAILEDINVESTIGATION.SECTION (II) – DESIGN ANDENGINEERINGSECTION(III)–CIVIL,HYDRO-MECHANICAL-ELECTRO-MECHANICAL&ELECTRICAL WORKS

SECTION (IV) – GATES INCLUDING HOISTING ARRANGEMENT AND EMPARTSThe scope of work under this section covers provision of all labour, plant

and materials for supply and execution of all fixing of Embedded Parts, hydro- mechanical and Electrical works i.e., trash rack, stop log gates, gantry crane M.O.T, etc., complete in all respects, as described in the Appendix-HW read in conjunction with the Basic project parameters (Part –D) and Project Profile ( PartE) and Technical Specifications of Bid Documents including incidentals and all necessary works not shown or specified but reasonably implied or necessary for the proper completion and functioning of the Works in accordance with the contract including any amendments thereof.

4. TESTS AND QUALITYCONTROLThe Contractor shall be required to carry out all tests in accordance with relevant Clauses of the General Conditions of contracts and the Technical Specifications. Employer’s /Department quality control/Any representative of Employer shall have at all reasonable times access to the site and shall have the power at all reasonable times to inspect and examine the materials and workmanship of the works during execution.Employer’s authorized representative and or Department quality control inspection agency acting on behalf of the Employer shall have at all times access to the site and shall have the power at all times to inspect and examine all works, materials and workmanship of the project works during

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execution. The Contractor shall provide necessary labour, tools, scaffolding or any other assistance as desired by the employer in his representation without any extra payment. Thetestingcharges are also to be borne by the agency. If any defects notified during inspection by the Engineer-in-charge/ Departmental quality control on behalf of employer those defects shall be rectified by the Contractor in the specified time with no extra cost.Where the field quality assurance plan provided for witnessing tests/inspection on behalf of the Employer, the Contractor shall give the Employer adequate written notice of any inspections/tests.Where the Employer attends the tests as provided in clause 5.2.1 above, and has any objection to any works or workmanship which in his opinion is not in accordance with the Contract he shall advise the Contractor of his objection during tests/inspections. The Contractor shall give due consideration to such objections and shall make modifications that may be necessary to meet the said objective.The inspection/tests by Employer/ Employer’s Representative/Agency and/or his countersigning inspection/test certificate(s) thereon shall in no way limit the liabilities and responsibilities, of the Contractor as stipulated in theContract.The Contractor shall maintain and record all measurements and test results and submit the same to the Employer after completion of suchinspection/tests.

5. MEASUREMENTS ANDPAYMENTSThe Contractor is entitled for interim payment under various sections of the work in accordance with Clause 41 and 42 of the General Conditions of Contract. Measurement / verification for interim payment certificate of various items, under various sections of the works, shall be made jointly by the Engineer-in- charge and the Contractor for verifying the claims of the Contractor’s interim payment/runningbills.All items having a financial value shall be measured in the manner as prescribed in specification by the Contractor and verified by the Engineer-In-Charge so that a complete record is maintained of all work performed under the Contract. The measurement of lumpsum items will be based on the work completed as a percentage of the totalwork.

Measurement shall be signed and dated by both parties on the Site. If there is any dispute in any of the measurements a note to the effect shall be made in the measurement record against the disputed items and such note shall be signed and dated by both parties engaged in taking the measurements and the Parties shall discuss and resolve the same in accordance with relevant clauses of the contract.The Contractor can utilize the useful excavated materials from the other components of present work. All costs for such useful excavated material will be recovered from the contractor bills with rates as per SoR 2019-20.

Even during execution of the work any savings on account of change of approved designs and or basic project parameters by the approving authority and also during execution if variation in classification of soils encountered, the savings will accrue to theGovernment.

6. CONTRACTOR’S WORKPROGRAMMEWithin 15 (Fifteen) days from the Date of Commencement, the Contractor shall submit to the Employer a work programme showing the sequence in which he proposes to carry out various components for completing the Works as per the Master Control Network within the TIME FOR COMPLETION. The Master Control Network (Integrated Schedule) shall indicate the

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sequence of various activities and highlight the critical activities including delivery of equipment. Such work programme shall be subject to review and revision by the Employer in consultation with the Contractor from time to time in order to achievecompletionof the Works within the TIME FOR COMPLETION. The Contractor shall also make it in MS project or any such model that should be remotely accessible through an internetconnection.The Contractor shall also submit to the Employer the information on detailed methodology of carrying out investigation surveys, design engineering detailed construction methodology along with schedule for deployment of plant & machineries, which shall successively be adjusted in order to meet the actual requirement to complete the works within the Time for Completion along with the workprogramme.

7. PROGRAMME – SCHEDULING /RE-SCHEDULINGThe Works shall be executed and performed in accordance with the Master Control Network (Work Programme) which shall clearly indicate the interlinking / interdependencies of all the works of the Contract including relative activities of Civil Works, Hydro mechanical and Electro Mechanical Works etc.. The Programme shall be reviewed jointly by the Employer and the Contractor, at least once every week where-in the hold ups/delays, if any, in the progress of Works, with reference to the agreed Schedule shall be given Special Attention. Necessary modifications (updating / Revisions) of the Programme, within the overall Time for Completion, shall be carried out by mutual understanding between the Employer and theContractor.

Supply at Site of the embedded parts and Spares etc., shall be made available 2 months in advance of the scheduled dates of Installation / erection matching with the progress and availability of Civil Works to take care of any eventualities of hold ups/delays duringtransit.If for any reason, any parts of the Works of the Project are delayed, then the total programme may be re-scheduled by mutual understanding between the Employee and the Contractor, if necessary, keeping the overall completion schedule of the project unaltered. No extra cost whatsoever, on account of such re-scheduling shall be payable to theContractor.

8. MONTHLY PROGRESSREPORTThe Contractor shall submit to the Engineer-in-charge six copies of a monthly progress report by the 5th day of the following month, in such form and detail as the Engineer-in-charge shall reasonably prescribe, for the proper monthly follow up. The Contractor shall also keep the monthly progress report in internet and update promptly as specifiedabove.

9. ADDITIONAL SPECIAL CONDITIONS OFCONTRACTGeneral: The special conditions are supplementary instructions to the Contractors and would form part of thecontract.Drawings andDesigns:Drawings given, listed and indexed in volume IV will form part of the contract.The Contractor shall use guidelines in the relevant ISI codes/circulars issued by the department from time to time for various components of the works.

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All the further studies, layout drawings and modifications if required to be prepared for taking up execution of the work, shall be prepared by the Employer and shall be got approved from the competent authority i.e, Chief Engineer, Central Design Organization.

..In all difference of opinion on technical matters between the Contractor and the Engineer-in-Charge the decision given by the Chief Engineer, Central Designs Organisation, Vijayawada and Employer shall be final and binding on the Contractor.

Construction Programme:-The Contractor shall submit “Construction Programme” showing quantity wise sequence of operations within fifteen days of commencement date and should get the programme approved from the Employer. Along with the above he will also submit programme of bringing requisite tools and plant, machinery to be engaged by him to the site ofwork.Contractor shall also prepare his own month wise (detailed week wise), item wise physical construction programme, prepared with computer aided project management software to generate bar chart based on network technique as per approved quantities of different items without modifying date of work order (start date) and stipulated date of completion ( end date) within fifteen days of commencement date and get it approved from Employer. The programme shall be as per work completion schedule. The Contractor shall submit weekly progress report to Engineer-in-Charge in approved format of reportregularly.Action when the progress of any crucial item of work is unsatisfactory:- If the progress of a crucial item of work, which is important for timely completion of work is unsatisfactory, the Engineer-in-Charge shall not withstanding, that the general progress of work is satisfactory, in accordance with relevant clause be entitled to take action under clause 26.2 of G.C.C after giving the Contractor 7 days’ notice in writing and the Contractor will have no claim for compensation for any loss sustained by owing to suchaction.

Inspection and tests: - Except as otherwise provided in here of all materials and workmanship. If not otherwise designated by the specifications, shall be subject to inspection, examination and test by the Engineer-in-Charge or his representative at any and all times during manufacture and/or construction and at any / all places where such manufacture or construction are carried on. The Engineer-in-Charge shall have the right to reject defective material and workmanship or require its corrections. Rejected workmanship shall be satisfactorily replaced with proper material without charge thereof and the Contractor shall properly segregate and remove the rejected material from the premises, if he Contractor fails to proceed at once with the replacement of the rejected material and / or the construction of defective workmanship, the Engineer-in-Charge may replace such material and / or correct such workmanship and charge the cost thereof to theContractor.

The Contractor shall be liable for replacement of defective work up to the time in accordance with the conditions of contract of all work to be done

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under the contract. The Contractor shall furnish promptly without additional charge all facilities, labour and material necessary for the safe and convenient inspection and tests that may be required by the Engineer-in-Charge All inspections and tests by the Engineer-in- charge or his representative shall be performed in such a manner as not to unnecessarily delaythework. Special full size and performance test shall be charged with any additional cost of inspection when the Contractor does not make materials and workmanship ready at the time ofinspection.

Damage to Works:-The works whether fully completed or incomplete, all the works materials, machinery, plants, tools, temporary buildings and other things connected there with shall remain at the risk and in the sole charge of the Contractor until the completed work has been delivered to the Engineer-in- Charge. Until such delivery of the completed work the Contractor shall at his own cost take all precautions reasonably to keep all the aforesaid works, materials, machinery, plants, temporary buildings and other things connected there with free from any loss or damage and in the event of the same or any part thereof being lost or damaged, he shall forth with reinstate and make good such loss or damage at his owncost.

Examination and tests on Completion:- On the completion of the work the Engineer-in-Charge shall make such examination and tests of the work as may then seen to him possible, necessary or desirable, and the Contractor shall furnish free of cost any materials and labour which may be necessary therefore, and shall facilitate in every way all operations required by the Engineer-in- Charge in making examination andtests.

11.1 Haul Roads: The Contractor shall make the work sites accessible to the Employer/Engineer-in-charge or their authorized representatives for inspection by way of constructing / maintaining all weatherroads/approaches.

11.2 Layout of construction ofroad:The Contractor shall have to submit detailed plan to the Engineer-in-Charge showing the layout of the work site, roads and approach roads proposed by him, before he starts the actual work. Such a road layout road plan will be scrutinized by the Engineer-in-Charge and any modifications suggested by him will be binding on the Contractor.

If it is decided by the Engineer-in-Charge to have some of the roads proposed by the Contractor as common road for common use of department/Employer and other Contractors or convenient and for compact and planned layout of work site, the Contractor will be bound to construct them and allow them to be used simultaneously by other Contractors and departments. In case of disputes, the decision of the Engineer-in-Charge shall be final and the binding on theContractor.

12.Regulations and Bye-laws: The Contractor shall conform to the regulation, bye- laws, any other statutory rules made by any local Authorities or by the Government and shall protect and indemnify Government against any claim or liability arising from or based on the violation of any such laws, ordinance,, regulations, orders, decrees, etc.,

13.Passing of Foundationetc.,

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After the completion of the work of excavation, the same will be checked and passed by the competent authority. No masonry or concrete or back filling shall be laid unless the foundations are so passed. No concreting shall commence, unless the centering and the reinforcement is checked and passed by the Engineer-in-charge.

14.SIGNING FIELD BOOKS, LONGITUDINAL SECTIONS,CROSS- SECTIONS AND MEASUREMENTBOOKS:

Before starting the work, and at the end before the work is covered, levels for plotting the longitudinal sections (along the axis as decided by Engineer-in-Charge or his authorized representative) and cross section of the portion of the work shall be taken by Engineer- in-Charge or his authorized representative and the same shall have to begot attested from the Engineer-in-Charge or his authorized representative in token of acceptance.If the Contractor fails to take measurements and sign them, then the measurements recorded by the Engineer-in-charge, or his authorized representative in the authorized books shall be final and binding on the Contractor. Forthis purpose,suitabledateordatesshallbefixedbytheEngineer-in-Chargeandintimated to the Contractor at least three days in advance. If the Contractor, or his duly – authorized agent fails to attend on the appointed date or dates, the levels and measurements shall be taken in his absence and such levels and measurements and longitudinal sections and cross sections based there on shall be final and binding on the Contractor. The levels will be taken on such alignments and cross sections as will be useful for reference permanently and described under specification for “Excavation”. The point of the locations for the levels will depend upon the roughness of the area and will also be at least in conformity with the requirement of specifications for “Excavation” as for aspossible.The similar procedure for record measurements shall hold good for all other items and activities involved in execution of the work. All the levels/measurements shall be recorded by the Engineer-in-Charge or his authorized representatives in the authorized level / measurement books.

15.TESTRESTULTSThe Contractor shall produce results of quality control tests carried out on the works by his staff and the quality audit conducted by the Employer and their authorized representative on these works. If the test result do not fulfill the stipulated criteria laid down in specifications the payment will be limited as per the provisions in the specification(s) and if number of results fail beyond the limit of acceptance, then the Contractor shall not be paid unless he rectified all such imperfect work(s). The decision of the Superintending Engineer, T.G.P Circle,Nandyal, Kurnool District in respect of the matters pertaining to the quality control shall be final and binding on the Contractor.

16.CLEANING UP:a) The Contractor shall at all time keep the construction areas and his colony

and storage free from accumulation of waste or rejectedmaterials.b) Prior to the completion of the work, the Contractor shall remove all

rubbish from and around the promises and all tools, scaffolding equipment and material which are not part of permanentstructures.

17.COMMUNICATIONS AND NOTICES BYCONTRACTORS:All communication and or notices pertaining to works and concerning matters, such as passing and approving of foundation, reinforcement, and

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form work, measurements, mark outs, etc shall be addressed by the Contractor to an officer not below the rank of Engineer-in-Charge for his review and recommendation. All such notices communications, etc shall be addressed in good time so as not to hold up the work.

18.The Contractor shall not be entitled to claim any compensation from department for the loss suffered by him on account of delay by Employer in approval of design, drawing, approval to foundation, approval of alignmentetc.

19.Works to be executed in accordance with Specifications, Drawings, Orders etc.,:- The Contractor shall execute the whole and every part of the work in the most substantial and workmen like manner and both as regards materials and otherwise in every respect in strict accordance with specifications. The Contractor shall also confirm exactly, fully and faithfully to the designs, drawings and instructions in writing relating to the work signed by the Engineer-in-Charge and lodged in his office, and to which the Contractor shall be entitled to have access at such office or on the site of the work for the purpose of inspection during office hours, and the Contractor shall if he so requires, be entitled at his own expense to make or cause to be made copies of specifications and of all such designs, drawings and instructions asaforesaid.

20.Alterations in Specifications and Designs:- The Engineer-in-Charge shall have power to make any alterations in, or omissions from, addition to, or substitutions for the original specifications and approved drawings, designs and instructions that may appeartohimtobenecessaryoradvisableduringtheprogressoftheworkandthe Contractor shall be bound to carry out the work in accordance with any instruction which may be given to him in writing signed by the Engineer-in-Charge and such alterations omissions, additions or substitutions shall not invalidate the contract and any altered, additional or substituted work which the Contractor may be directed to do in the manner above specified as part of the work, shall be carried out by the Contractor on the same conditions, in all respects on which he agreed to do the main work and at the same bid cost.Being a Lump sum contract on LS financial claims on the department shall not be considered.

21.Time limit for unforeseen disputes: - Any dispute should be brought to the notice of the Engineer-in-Charge in writing within one month of the occurrence of such disputes.

22.Action and compensation payable in case of bad work:-If at any time before security deposit is refunded to the Contractor it shall appear to the Engineer-in- Charge or his representatives or his subordinates in-charge of the work that any work has been executed with unsound, imperfect or unskilled workmanship or with materials of inferior quality or, that any materials or articles provided by him for the execution of the work are unsound or of a quality inferior to that contracted for, or otherwise not in accordance with contract, it shall be lawful for the Engineer-in- Charge to intimate this fact in writing to the Contractor, and then notwithstanding the fact that the work, materials or articles complained of may have been inadvertently passed, certified and paid for, the Contractor shall be bound forthwith to rectify or remove and reconstruct the works specified in whole or in part as the case may require, or if so required to remove the materials or

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articles so specified and provide other proper and suitable materials or articles at his own proper charge and cost and in the event of his failing to do so within a period to be specified by the Engineer-in-Charge in the written intimation aforesaid, the Contractor shall be liable to pay compensation at the rate of one percent of the amount of the estimate for every day not exceeding ten days during which the failure so continues and in the case of any such failure, the Engineer-in-Charge may rectify or remove and re- execute the work or remove and replace the materials or articles complained of as the case may be at the risk and expense in all respects of the Contractor. Should the Engineer-in-Charge consider that any such inferior work or materials as described above may be accepted or made use of, it shall be within his discretion to accept the same after imposing penalty as decided byhim.

23.Works to be open for Inspection:- All works, under or in course of execution or executed in pursuance of the contract shall at all times be open to the inspection and supervision of the Engineer-in-Charge or his representatives and his subordinates and the Contractor shall at all times during the usual working hours and at all other times at which reasonable notice of the intention of Engineer-in-Charge or his representatives or his subordinates to visit the work shall have been given to the Contractor either he himself be present to receive orders and instructions, or have a responsible agent duly accredited in writing, present for that purpose. Orders given to the Contractor’s agent shall be considered to have the same force as if they had been given to the Contractorhimself.

24.Notice to be given before work is covered up:- The Contractor shall give not less than five days’ notice in writing to the Engineer-in-Charge or his representatives or his subordinate in-charge of the work before covering up or otherwise placing beyond the reach of measurement any work in order that the same may be verified/checked and correct dimensions thereof be taken before the same is so covered up or placed beyond the reach of verification/checking of any work without the consent in writing of the Engineer-in-Charge or his representatives or subordinates in-charge of the work, and if any work shall be covered up or placed beyondthereachofverification/checkingwithoutsuchnoticehavingbeengivenorconsent obtained, the same shall be uncovered at the Contractor’s expense or in default thereof, no payment or allowance shall be made for such work or materials with which the same was executed.

25.Contractor to supply Plant, Ladders, Scaffolding etc.,:- The Contractor shall supply at his own cost materials, plant, tools appliances, implements, tackle, scaffolding and temporary works requisite for the proper execution of the work, whether original, altered or substituted and whether included in the specifications or other documents forming part of the contract or referred to in these conditions or not, or which may be necessary for the purpose of satisfying or complying with the requirements of the Engineer-in-Charge as to any matter as to which under these conditions he is entitled to be satisfied, or which he is entitled to require together with carriage therefore to and from the work. The Contractor shall also supply without charge the requisite number of persons with the means and materials necessary for the purpose of setting out works and counting, weighing & assisting in the checking

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measurement or examinations at any time and from time to time of the work or materials. Failing his so doing, the same may be provided by the Engineer- in-Charge at the expense of the Contractor and the expenses may be deducted from any money due to the Contractor under the contract, or from his security deposit or the proceeds of sale thereof, or of a sufficient portion thereof Contractor is liable for damages arising from non-provisions of lights, fencing etc., The Contractor shall also provide at his own cost, except when the contract specifically provided other wise and except, for payment due under clause 4.28 all necessary fencing and lights required to protect the public from accidents, and shall be bound to bear the expenses or defense of every suit, action or other proceedings of law that may be brought by any person for injury sustained owing to neglect of the above precautions and to pay any damages and costs which may be awarded in any such suit, action or proceedings, to any such persons or which may with the consent of the Contractor be paid to compromise any claim by any suchperson.

26. AUDIT AND TECHNICALEXAMINATIONS:The Employer shall have the right to cause any audit and technical examination of the works and the final bills of the Contractor including all supporting vouchers, abstracts etc to be made after payment of the final bill and if as a result of such audit and technical examinations any sum is found to have been overpaid in respect of any work done by the Contractor under the contract or any work claimed by him to have been done by him under the contract and found not to have been executed, the Contractor shall be liable to refund the amount of overpayment and it shall be lawful for Government to recover the same from him in the manner prescribed in relevant clause and if it is found that the Contractor was paid less than what was due to him under the contract in respect of any work executed by him under it, the amount of such under payment shall be duly paid by Government to the Contractor. Provided that Govt. shall not be entitled to recover any sum overpaid, nor the Contractor shall be entitled to payment of any sum paid short where such payment has been agreed upon between the Engineer-in-Charge on the one hand and the Contractor on the other hand, under any term of the contract permitting payment for work after assessment by theEngineer-in-Charge.

27.PERMISSION FOR CROSSING NH/SH/ROADS/RAILWAY LINES:a) The works of the Pump house, Pressure main etc.,is likely to have

crossings for State Highway, Other Roads, HPCL Oil pipelines, GAIL gas pipelines water pipelines etc., and as such necessary letter to grant the permission for crossing those premises shall be issued to the respective authorities by the Engineer-in- Charge. However, the Contractors will have to keep the follow-up and obtain timely clearance from the concerned authorities. Costs of those crossing shall be reimbursed.

b) DIVERSION OF EXISTING ROADS:The Contractor shall make arrangements to divert all the existing roads falling in the working area with the approved standards as suggested by the Engineer-in- Charge. The cost of all such diversion of roads shall be reimbursed.

28.LAND ACQUISITIONS INCLUDING FOREST CLEARANCES:The Contractor shall prepare and submit the L.P. Schedules for the land required and forest clearance for scheme. The proposals shall be submitted by the

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Executive Engineer to the LA authorities. The Contractor shall pursue with LA authorities for early possession ofland.

29. USE OF SITEa) All areas of operation including those of his staff and labour colonies

handed over to the Contractor shall be cleared and handed over back in good condition to the Engineer-in-Charge after completion of works under this contract or the termination of contract whichever is earlier. The Contractor shall make good to the satisfaction of the Engineer-in-Charge any damage or alterations made to areas which he has to hand over back or to other property or land handed over to him for the purpose of thiswork.

b)The lands shall as herein before mentioned be handed over back to the Engineer- in-charge immediately after completion of the work under this contract or the termination of the contract whichever is earlier. Also no land shall be held by the Contractor longer than the Engineer-in- Charge shall deem necessary and the Contractor shall on due notice by the Engineer-in-Charge vacate and returned the land which the Engineer- in-Charge may certify as no longer required by the Contractor for the purpose of the works. In case the lands are not handed over back to the Employer within the time limit; specified above penal rent as may be decided by the Engineer-in-Charge will be recovered from theContractor.

b) The vegetation and forest is noticeable in project area. The Contractor should take utmost care for the preservation of this vegetation and forest. Any damage in this vegetation and forest will have to be compensated by the Contractor and decision of Engineer-in-Charge will be final and binding onContractor.

DELIVERY OF EQUIPMENT:A General arrangement drawing for the gates/hoist bridges/ other attached

devices/equipment is to be furnished at the time of supply along with the list of components with part no’s and make, to Superintending Engineer, Dam Maintenance Circle, NSRSSP, Srisailam, Kurnool District. In case the stores/equipment is being directly handed over to the consignee, the equipment/ stores are to be handed over to the consignee duly obtaining an acknowledgment in the form of the delivery challan. Detailed component/part wise description along with part no. is to be clearly mentioned in the delivery challan and a copy of the same is to be submitted to regd. Office along with the information being furnished for this Tender Schedule.

TECHNICAL INFORMATION:

The equipment not mentioned in the schedule but found essential by the tenderer for the successful operation of the equipment has to be supplied by the tenderer.

Full technical particulars of equipment along with information regarding make Model construction of material etc, along with its printed pamphlets and literature and performance curves should be furnished in duplicates with relevant ISI Numbers. A set of installation and operation instructions of the machine, maintenance manuals, repairs manuals and spare parts catalogues along with each machine/pump/equipment shall be supplied one set each to Superintending Engineer, T.G.P Circle, Nandyal, and Kurnool District.

A list of fast wearing out parts should invariably furnished. The time required for supply of these spares in case of necessity should be given.

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Tenders should clearly mention whether the material /equipment offered by them confirm to the latest IS specifications and other specifications as given in this schedule. The relevant IS code should be quoted for each item.

The current carrying capacity of the cable should be sufficient to carry the load. Any bracket stand etc., required for holding the electrical wiring and electrical equipment should be supplied at free of cost by the tenderer only. The electrical equipment and electrical wiring should comply the IE Rules, The wiring should be done as per standards and to thesatisfaction of the electrical inspector for obtaining his approval to get the power released by the respectiveAuthorities.

The earthing should be as per IE rules and erecting and wiring should be as per the directions of the Electrical Inspectors concerned.

The erection work including cabling, complete wiring, erection and installation of internally wired panel board shall be done strictly as per IE Rules. Erection, commissioning of equipment should be done by the tenderer only.

The Tenderer should note that the offer shall include all parts and accessories which are useful and necessary for the efficient and safe operation. Such parts and accessories shall be deemed to be within the scope of the specifications whether specifically mentioned or not. Commissioning of The equipment supplied is to be carried out as per technical (Vol.II).

INSTRUCTION MANUALS:The Contractor shall provide 10 bound sets of approved instruction manuals

at free of cost. All descriptive leaflets, Instruction sheets, charts, lists, pamphlets and other documents that are used in compiling each manual shall be contained in one or more bindings to prevent loss of contents. Each bound volume shall be titled with the name of the Scheme, the contract number, the name of the Contractor and with information to identify the subject matter and shall include a detailed index to all literature containedtherein.

The instruction manuals shall be provided in draft from initially to Superintending Engineer, T.G.P Circle, NANDYAL, Kurnool District and shall cover all items of the works. For this purpose, live draft copies, shall be submitted to the Superintending Engineer, T.G.P Circle, NANDYAL, Kurnool District, or his authorized representatives .A mere collection of manufacturer's decrepitated leaflets will not be acceptable. The instruction manuals shall comprise both operating instructions and maintenance instructions. The operation manual should also highlight operation of the plant in conjunction with the system.Thus a general tie-up between system and equipment shall be available in the Manual.A separate section of the Manual shaII be devoted to each size and type of equipment. It shall contain detailed description of its construction and operation and shall include all relevant pamphlets and a list of plans with procedure for ordering spares. Electrical equipment shall be described in step-by-step giving the complete Sequence of operation. The detailed sections of the manual shall contain further maintenance instructions and fault location charts.The manuals shall be printed on A4 size sheets mid bound in Twin lockBinders. Provisions for reduced copies of record drawings shall be made and supplied free of cost.

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The operating instructions shall include the following:i. Step by step directions on soiling the plant to work listing all adjustments and

settings necessary for the correct functioning of theplant.ii. List of plant alarms giving possible causes for alarm initiation and sequence

of remedial actions to betaken.iii. Instructions on monitoring of plant performance and sample log sheets for

each plant item to he filled by operators on a routinebasis.iv. "Do's and Don’ts" in plant operations. Operator's attention shall be drawn lo

all operations considered to be dangerous lo operators or likely to cause damage to the plant.

v. The maintenance instructions shall include thefollowing:a) Checking, testing and replacement procedures lo be carried out on all

mechanical and electrical plant items on a daily, weekly and monthly basis or at longer intervals to ensure Trouble freeoperations.

b) Fault locations and remedy charts to facilitate tracing the cause of malfunctions or breakdown and correctingfaults.

c) Complete list of recommended lubricants and lubrication charts, and a chart showing The areas to be lubricated, the lubricant to be used and any permissiblealternatives.

d) A 'spare schedule' which shall consist of a complete list of itemized spares for all electrical and mechanical plant items with ordering references and part numbers.

e) A complete list of manufacturer's instructions for operation and maintenance of all equipment. The list shall be tabulated in a alphabetical order giving The name of tenderer/manufacturer, identification of the plant item giving the model number and the literature provided including instruction leaflets and drawingnumbers.

f) Full instructions to cover the complete dismantling and reassembly of all items ofplant.

g) Part-list and drawings or exploded diagrams for each item ofplant.h) Chart showing common troubles, areas connected with the

trouble and remedialmeasures.i) List of testing instruments and tests 10 be carried our under normal

maintenance for satisfactory operating ofequipment.

DELIVERY, UNLOADING AND STORING ON THE SITE:The Contractor shall be responsible for checking all materials delivered to site and shall keep the Superintending Engineer,T.G.P Circle, NANDYAL,Kurnool District, fully informed of the stage of deliveries The Contractor shall have no claim on Water Resources Department for any loss or damage results from during loading un loading,. The Contractor shall remain responsible to Water Resources Department for the care and insurance of the plant and provisions of this clause shall not relieve the Contractor of any of his liabilities under thecontract.

WORK IN THE VICINITY OF ELECTRICAL EQUIPMENTAny permanent fencing or other safeguards required to be erected around

electrical equipment shall be completed as far as practicable before connection is made to the Electricity supply, but where this is not practicable Superintending Engineer, T.G.P Circle, NANDYAL, Kurnool District, may permit the use of temporary fencing or other safeguards. If the work in tile vicinity of Electrical Equipment has to be carried out after connection has been made to the Electricity supply the Contractor shall comply with any permit to work system approved by Superintending Engineer, T.G.P Circle, NANDYAL, Kurnool District, or his authorizedrepresentatives.

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I NSPECTION All tests and inspection shall be made at the place of manufacture unless

otherwise specially agreed upon by the manufacturer/Contractor and Superintending Engineer,T.G.P Circle, NANDYAL, Kurnool District, or his authorized representatives. The Superintending Engineer, T.G.P Circle, NANDYAL, Kurnool District, or his authorized representatives shall be provided with all reasonable facilities, without charge, to satisfy him that the material is being furnished in accordance with this specification.

The Superintending Engineer, T.G.P Circle, NANDYAL, Kurnool District, or his authorized representatives has the right to have the tests carried out at his own cost by anindependent agency whenever there is a dispute regarding the quality of supply. The integrated assembly comprising of the all the components of the plant is subjected to physical testing at the entire discretion of the Superintending Engineer,T.G.P Circle, NANDYAL, Kurnool District, or authorized representative of Water Resources Department nominated by Superintending Engineer,T.G.P Circle, NANDYAL, Kurnool District,.

ELECTRICITYThe Contractor shall make all arrangements for the installation, operation,

maintenance and subsequent removal of temporary supplies of electricity, for the heating, lighting and ventilation of all offices, stores, laboratories and any other temporary buildings caused by his and the Engineer's Representative as well as any supplied to the Contractor may require in connection with the construction of the works.

CIVIL WORKSINVESTIGATION SCOPE OFSERVICES

Name of work:-“Improvements to escape channel, Nippula vagu, Galeru River and Kundu River from Km 0.000 to Km 189.200 and Re-gradation of Vagu,flood Protection works and Providing High Level bridges at enroute villages for improving the carrying capacity to 35000 cusecs".

Civil works to be executed shall be the following major components.

1.Carrying and Establishing of D.C.B.M.s at every 1/2 KM by conducting double check leveling as per standard specifications..

2.Conducting Preliminary investigation of Vagu and River course for Reconnaissance survey and finalising the alignment of Vagu and River course..

3.Conducting Detailed final survey or detailed investigation of Vagu and River course including Longitudinal Section at 25m intervals and Cross Sections…

4.Conducting Geophysical Investigation studies by electrical resistivity method in stage of 5m for sub-surface details such as depth of formations, Shearzones, classification of strata, depth of water table etc.

5. Preparation of Hydraulic Particulars of Vagu and River course including Longitudinal Sections and Cross sections at 25 mt intervals…

6.Preparation of Designs and drawings of road Bridges for Vagu and River course as per ISI and IRC Standards…

7.Providing and fixing 20 x 20 x 75 cm size center line stones including cost of all

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materials, labour…

8.Providing and fixing 20 x 20 x 75 cm size permanent bench mark stone…

9. Preparation of Land Plan Schedules for canals, Pressure Mains & Reservoirs…10.Improvement to escape channel from Km 0.000 to Km 3.560.a) Improvement to Nippulavaagu to Galeru confluence point from

Km 3.560 to Km18.200b) Improvement to Galeru confluence point to santajuturu anicut from Km

18.200 to Km 25.200c) Improvement to santajuturu anicut to Kundu confluencefrom Km 25.200 to

Km 39.200d) Improvement to Nandyal to Madduru Road on kundu river from Km 39.200 to

Km 61.000e) Improvement to Nandyal to Koilakuntla Road on kundu river from Km 61.000

to Km 90.000f) Improvement to Kakaravada to Pedda yammanur Road on kundu river from

Km 90.000 to Km 114.000g) Improvement upto Rajoli pickup anicut from Km 114.000 to Km 133.200h) Improvement to Rajoli anicut toconfluence of penna river from Km 133.200 to

Km 189.200i) Regradation of Vagu, Flood protection works and providing high level bridges

at enroute villages for improving the carrying capacity to 35000 cusecs.j) At Village limit there is a Protection wall construction….k) Construction of High level Bridges.

Appendix – PI SECTION –II

DESIGN AND ENGINEERING SCOPE OF SERVICES

The Contractor's Scope of Services shall include the following activities:Execution of the following item of works including Maintenance during defect liability period of two years

1. Improvement to Escape Channel. Nippulavagu, Galeru River and Kundu River from Km. 0.000 to Km. 189.200 and Re-gradation of Vagu, flood Protection works and providing high level Bridges to en-route villages for improving the carrying capacity to 35000 cusecs.

a)Improvement to escape channel from Km 0.000 to Km 3.560.b)Improvement to Nippulavaagu to Galeru confluence point from

Km 3.560 to Km18.200

c)Improvement to Galeru confluence point to santajuturu anicut from Km 18.200 to Km 25.200d)Improvement to santajuturu anicut to Kundu confluence from Km 25.200 to Km 39.200e)Improvement to Nandyal to Madduru Road on kundu river from Km 39.200 to Km 61.000f)Improvement to Nandyal to Koilakuntla Road on kundu river from Km 61.000 to Km 90.000g)Improvement to Kakaravada to Pedda yammanur Road on kundu river from Km 90.000 to Km 114.000

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h)Improvement upto Rajoli pickup anicut from Km 114.000 to Km 133.200i)Improvement to Rajoli anicut toconfluence of penna river from Km 133.200 to Km 189.200j)Regradation of Vagu,Flood protection works and providing high level bridges at enroute villages for improving the carrying capacity to 35000 cusecs.k)At Village limit there is a Protection wall construction….m)Construction of High level Bridges.

Appendix – CW SECTION –II

MAIN CIVIL WORKS SCOPE OF SERVICES

The Contractor's Scope of Services shall include the following activities:Execution of the following item of works including Maintenance during defect liability period of two years

1.Improvement to Escape Channel. Nippulavagu, Galeru River and Kundu River from Km. 0.000 to Km. 189.200 and Re-gradation of Vagu, flood Protection works and providing high level Bridges to en-route villages for improving the carrying capacity to 35000 cusecs.

a)Improvement to escape channel from Km 0.000 to Km 3.560.b)Improvement to Nippulavaagu to Galeru confluence point from

Km 3.560 to Km18.200c)Improvement to Galeru confluence point to santajuturu anicut from Km 18.200 to Km 25.200d)Improvement to santajuturu anicut to Kundu confluence from Km 25.200 to Km 39.200e)Improvement to Nandyal to Madduru Road on kundu river from Km 39.200 to Km 61.000f)Improvement to Nandyal to Koilakuntla Road on kundu river from Km 61.000 to Km 90.000g)Improvement to Kakaravada to Pedda yammanur Road on kundu river from Km 90.000 to Km 114.000h)Improvement upto Rajoli pickup anicut from Km 114.000 to Km 133.200i)Improvement to Rajoli anicut toconfluence of penna river from Km 133.200 to Km 189.200j)Regradation of Vagu,Flood protection works and providing high level bridges at enroute villages for improving the carrying capacity to 35000 cusecs.k)At Village limit there is a Protection wall construction….m)Construction of High level Bridges.

The scope of work under this section covers provision of all Labour, plant and materials for and execution of all civil works, complete in all respect, read in conjunction with the Project Profile (Vol –I, Part E)and conditions of contract and Technical Specifications of Bid Documents including incidentals and all necessary works not shown or specified but reasonably implied or necessary for the proper completion and functioning of the Works in accordance with the contract including any amendments thereof.

PROFORMA

B ANK GUARANTEE FOR BID SECURITY

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We are aware that in accordance with the provisions and conditions of Bid Notice for the workof“ ”, Sri / M/s.. _(name & Address of the Applicant/Contractor)(hereinaftercalledthe“Contractor”)shalldepositwiththeEmployer,………a bank guarantee towards Bid Security an amount of (Guaranteed Amount) (in words)

We, the (Bank) as requested by the Contractor, agree unconditionally and irrevocably to guarantee as primary obligatory and as surety merely, the payment to the Employer, on his demand without whatsoever right of objection on our part and without his first claim to the Contractor , for recovery of the whole or part of the Bid Security from theContractor.

We further agree that any change, or addition to or other modifications of the forms of the contract or of works to be performed there under or of any of the contract document which may be made between the Employer ………….and the Contractor shall not in any way release us from any liability under this guarantee and we hereby waive notice of any such change, addition or modification.THE CONDITIONS of this obligation are:-(1) If after Bid opening the Contractor withdraws or modifies his Bid during the period of bid validity

specified in the Form ofBid.(2) If the Contractor having been notified of the acceptance of his bid by the Employer during the

period ofvalidity.(a) fails or refuses to execute the Contract in accordance with the Instructions to Contractors, if

required;or(b) fails or refuses to furnish the Performance Security and additional performance Security in

accordance with the instructions ofContractors,we undertake to pay to the Employer the Guaranteed Amount upon receipt of his first written demand, without the Employer having to substantiate his demand, provided that in his demand the Employer will note the amount claimed by him is due to him owning to the occurrence of one or more of the events specifiedaboveThis Guarantee will remain in force up to and including the date**……………………after the dead line for submission of Tenders as such deadline is stated in the Instructions to Tenders or as it may be extended by the Employer, notice of which extension(s) to the Bank is hereby waived. Any demand in respect of this Guarantee should reach the Bank not later than the above date.

The banker should be informed that the Bank Guarantee should not be liquidated without official consent in writing of Government/ Employer

Yourstruly,

Signature & Seal (Name of the Bank)

WITNESS……………….. SEAL………………………………………………..

--------------------------------------------------------------------------------------------------------(Signature, Name and Address)

--------------------------------------------------------------------------------------------------------* The Tenderer should insert the amount of the Bid Security in words and figures denominated in

Indian Rupee. This figure should be the same as shown in theNIT.

** 6 months from the deadline date for submission of Tender [As specified inNIT].

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BANK GUARANTEE FOR “E.M.D.”ToSuperintending Engineer,Dam Maintenance Circle,NSRSSP, Srisailam..(Name & address of Department)WHEREAS _

_ (name and address of Contractor) (hereinafter called “the Contractor”) has undertaken, in pursuance ofContractNo. dated: to execute theworkof [name ofwork]

AND WHEREAS it has been stipulated by you in the said Contract that the Contractor shall furnish you with a Bank Guarantee by a Schedule bank for the sum specified therein as balance EMD / EMD for compliance with his obligations in accordance with the Contract;

AND WHEREAS we have agreed to give the Contractor such a Bank Guarantee;

NOW THEREFORE we hereby affirm that we are the Guarantor and responsible to you, on behalfoftheContractor,uptoatotalof_ [amount ofguarantee] [in words], such sum being payable and we undertake to pay you, upon your first written demand and without cavil or argument, any sum or sums within thelimitsof [amount of guarantee] as aforesaid without your needing to prove or to show grounds or reasons for your demand for the sum specifiedtherein.

We hereby waive the necessity of your demanding the said debt from the Contractor before presenting us with the demand.

We further agree that no change or addition to or other modification of the terms of the Contract or of the Works to be performed there under or of any of the contract documents which may be made between you and the Contractor shall in any way release us from any liability under this guarantee, and we hereby waive notice of any such change, addition or modification.

This guarantee shall be valid upto ………i.e., until 28 days from the date of expiry of the Defects Liability period.

The banker should be informed that the Bank Guarantee should not be liquidated without official consent in writing of Government/ Employer

Signature & seal oftheGuarantor Nameof Bank _ Address _ Date

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BANK GUARANTEE FOR ADDITIONAL SECURITYToSuperintending Engineer,TGP CIRCLENANDYAL.

(name and address of Department)

WHEREAS (name and address of Contractor)(hereinafter called “the Contractor”) has undertaken, in pursuance of Contract No. dated:_ toexecute_ [name of Contract and brief description of works] (hereinafter called “theContractor”);

AND WHEREAS it has been stipulated by you in the said Contract that the Contractor shall furnish you with a Bank Guarantee by a Schedule bank for the sum specified therein as Additional further security bank guarantee for compliance with his obligations in accordance with the Contract;

AND WHEREAS we have agreed to give the Contractor such a Bank Guarantee;

NOW THEREFORE we hereby affirm that we are the Guarantor and responsible to you, on behalf ofthe Contractor, up to a total of Rs. _ _ [amount of guarantee] [in words], such sum being payable and we undertake to pay you, upon your first written demand and without cavil or argument, any sum or sums within thelimitsof [amount of guarantee] as aforesaid without your needing to prove or to show grounds or reasons for your demand for the sum specifiedtherein.

We hereby waive the necessity of your demanding the said debt from the Contractor before presenting us with the demand.

We further agree that no change or addition to or other modification of the terms of the Contract or of the Works to be performed there under or of any of the contract documents which may be made between you and the Contractor shall in any way release us from any liability under this guarantee, and we hereby waive notice of any such change, addition or modification.

This guarantee shall be valid upto and until 28 days from the date completion.

The banker should be informed that the Bank Guarantee should not be liquidated without official consent in writing of Government/ Employer

Signature & seal oftheGuarantor NameofBank Address _

Date _

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FORMAT OF SOLVENCY CERTIFICATE

SOLVENCY CERTIFICATETO WHOMSOEVER IT MAY CONCERN

Date : …………….Bank of ……………………………………………………………………………………………

This is to state that to the best of our knowledge and information……………………………………………………………………………………………………………………………… customers of our Bank are respectable and solvent to the extent of a sumRs……………………………………(Rupees...................................................................................................................................................... ).As disclosed by the information and records which are available with the aforesaid bank.

It is clarified that this information is furnished without any risk and responsibility on our part in any respect whatsoever, more particulars either as guarantor or otherwise. This certificate is issued at the specific request of the Customer.

Signature of the Bank Manager

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UNDERTAKING FROM PARENT/ HOLDING COMPANY(On the letter head of Parent/Holding Company)

No:……… Date:………..

Superintending Engineer,TGP CIRCLENANDYAL.Andhra Pradesh, India.

Sub: Invitation for Bidfor---------------------------------------------------------------

Dear Sirs,We, M/s…………………….. (Name of the Parent/Holding Company) having registered office at…………………………….( Address of the Parent/Holding Company) do hereby undertake that in case ………………………..(Name of work) is awarded to M/s …………………………….. (Name of the Contractor) who is participating in your subject Bid as a Sole Contractor/constituent of JV/Consortium partner, we shall provide the full support for technical and financial requirements for the work “……………………..” (the scope of work of subsidiary company) and we shall be responsible for the successful completion of the scope of works of M/s(Name of the Applicant subsidiarycompany).In case the Contractor, M/s ………………….(Name of Subsidiary company) gets qualified and awarded the work, We hereby undertake;(i) to enter into a separate agreement with the Employer as per the Employee’s approved format

included in the Biddocuments.(ii) to furnish an additional performance bank guarantee of value equivalent to five (5%) percent of the

Contract Price/five (5%) percent of portion of work (where the Subsidiary Company is a Joint Venture Partner/Consortium applicant) as the case may be, if the applicant subsidiary Company is qualified on the strength of Parent/Holding Company.

We do hereby also confirm that we are not participating either as a sole Applicant or as a partner of a Joint Venture/consortium Applicant against the above Invitation for Tender. Yours faithfully,

Station: Date:

For & on behalf of M/s. …………..(Name & Address of the Parent/Holding Company)

(Office Seal)

Note: This Letter of undertaking should be on the letterhead of the Parent/Holding Company and should be signed by a person competent and having the Power of Attorney to bind the Parent/Holding Company. Power of Attorney in favour of this person to do so together with the authority of its executant be enclosed with this Letter of Undertaking.

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PARENT/ HOLDING COMPANY AGREEMENT(For sole applicant)

THIS AGREEMENT IS MADE on this the……………… th day of ……… between the----------------------------------------------------------------------(Employer) and havingits PrincipalOffice at Chief Engineer, (Projects), DWRO, WRD Kurnool Andhra Pradesh, India. (hereinafter referred to as the 'Employer' which expression shall unless repugnant to the subject or context or meaning thereof include its successors, administrators, executors and assigns) of the one part; and …………………………..(name of Parent/Holding Company) a company organized and existing under the laws of………………… and having its Principal Office at …………………. (Hereinafter referred to as the "Parent/Holding Company” which expression shall unless repugnant to the subject or context or meaning thereof include its respective successors, administrators, executors and assigns) of the otherpart;

WHEREAS on the Parent/Holding Company’s commitment to provide full support for technical and financial requirements and be responsible and liable for successful completion of the works being awarded to M/s ……………………….. (name of Subsidiary Company) and further agreeing to enter into a separate agreement with the Employer besides furnishing an additional Performance Bank Guarantee of value equivalent to 5% of the Contract Price, the Employer has entered into a Contract with M/s …………………… on…………..……….(hereinafter referred to as the “Contractor” which expression shall unless repugnant to the subject or context or meaning thereof include their successors, administrators, executors and permitted assigns) for the execution of …………… (name of work package) for SRBC in the State of Andhra Pradesh, India (hereinafter referred to as the"Contract").

And whereas, in consideration of the aforesaid commitment, the Parent/Holding Company hereby enters into this agreement with the Employer for providing full support for technical and financial requirements to the Contractor and be responsible and liable for successful performance and completion of the woks described in the said Contract on the following terms andconditions:

NOW THEREFORE THE PARTIES HERETO HEREBY AGREE AND THIS AGREEMENT WITNESSETH AS FOLLOWS:

1. In this Agreement except where the context otherwise requires, the following expressions shall have the meaning hereinafter respectively assigned tothem:

2. "Contract" shall mean the Contract dated ……… entered into between the Employer and the Contractor for the execution of the Work described therein of the …………………………. Project in theStateof................................................................... inIndia.

3.(a) The Parent/Holding Company hereby agrees to the Employer to ensure due and faithful performance of the obligations and liabilities by the Contractor under the Contract and remain responsible to irrevocably and unconditionally provide full technical and financial support to the Contractor for completion of the works covered under the Contract. The provisions of Contract shall mutatis-mutandis apply to the Parent/Holding Company.

3. (b) In the event of breach and/ or failure on the part of the Contractor to perform or fulfill any of its obligations and liabilities under the Contract, the Employer may at its discretion call upon the Parent/Holding Company and the Parent/Holding Company shall be obliged to execute and perform or cause to be executed and performed and to satisfy the obligations and liabilities of the Contractor under the Contract in accordance with the terms and conditions thereof without prejudice to any other right or remedy, besides encasing the Bankguarantee(s).

3(c) The Parent/Holding Company shall indemnify and keep indemnified and harmless the Employer at all times against any loss, damage, cost charge and expense whatsoever that may be suffered or incurred by or caused to the Owner on account of such breach.

3(d) It shall not be necessary for the Employer to proceed against the Contractor before proceeding against the Parent/Holding Company and the Parent/Holding Company shall be liable to fulfill its obligations and liabilities hereunder notwithstanding the Employer having undertaken any proceedings and/or obtaining any security from the Contractor for the performance of its obligations under the Contract. In order to give effect to this Agreement, the Employer may at its option be entitled to act as if the Parent/Holding Company was the Contractor for successful completion of theworks.

3(e) However, where the Contractor disputes the occurrence of a breach under the Contract and if such dispute is referred to arbitration in termsof.................................................................of

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General Conditions for the Contract, the Contractor is obliged to carry on the works under the Contract. In case, during the pendency of the dispute in arbitration, the Contractor does not carry on the work satisfactorily, the Employer by notice to the Parent/Holding Company shall be entitled to invoke this Agreement, as if a breach had occurred for the purpose of Clause 3(b) hereinabove.

4. It is agreed that the obligations undertaken by the Parent/Holding Company hereunder shall be performed by it notwithstanding any difference or dispute between the Employer and the Contractor pending before any court, tribunal, arbitration or any other authority orforum.

5. This Agreement shall come into force and effect upon the Commencement Date of the Contract and shall remain in force and effective till the date of expiry of defect liability periodof24 months (2 Years) by the Employer pursuant to the Conditions for the Contract.

6. This guarantee is in addition to and without prejudice to the securities offered by and on behalf of Contractor to the Employer and all rights and remedies in respect thereof be reserved. This guarantee shall be a continuing guarantee and be in force notwithstanding discharge of Contractor by operation of any law or insolvency /bankruptcy /winding up/dissolution of theContractor.

7. The Employer shall have the full liberty from time to time to vary any of the terms and conditions of the Contract by mutual agreement between the Employer and the Contractor and to extend time for performance there under by the Contractor or any other party thereto in accordance with the terms of the Contract and / or to postpone for any time and from time to time any of the powers exercisable by the Employer against the Contractor and either to enforce or forebear from enforcing any of the terms and conditions of the Contract and/or the securities available to the Employer from the Contractor and the Parent/Holding Company shall not be released from its obligations and liabilities under this Agreement in any manner whatsoever by any exercise by the Employer of the liberty and / or the rights with reference to the matters as aforesaid or by reason of time being given to the Contractor or any other act of forbearance, waiver or omission on the part of Employer or any indulgence by the Employer to the Contractor or of any other matter or thing whatsoever which under the law relating to sureties would but for this provision have the effect of releasing the Parent/ Holding Company from its obligations and liabilities hereunder.

8. Nothing contained in this Agreement shall be construed or interpreted in any way as modifying or amending or relieving in any manner whatsoever the Contractor from their obligations under the Contract.

9. This Agreement shall be interpreted and be governed under the Law ofIndia.

10. Any dispute or difference which may arise between the parties out of or in connection with this Agreement and which the Parties are unable to settle amicably shall be settled by reference to arbitration as per General/Particular/Special Conditions of Contract. The courts of Hyderabad, Andhra Pradesh shall have exclusive jurisdiction provided however that any award made in such arbitration shall be enforceable in any court of competent jurisdiction.IN WITNESS WHEREOF THE PARTIES HERETO HAVE PUT THEIR HANDS HEREUNTO ON THE…… DAY ……. MONTH AND ………YEAR FIRST ABOVE WRITTEN AT ----------------------------------

For and on behalf oftheEmployer For and on behalf of theParent/Holding Company

(throughauthorizedrepresentative) (through duly authorizedrepresentative)

Witnesses: Witnesses:12.

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PARENT/ HOLDING COMPANY AGREEMENT(For Joint Venture/Consortium)

THIS AGREEMENT IS MADE on this the……………… th day of ……… between the----------------------------------------------------------------------- (Employer) and having itsPrincipalOffice location at Chief Engineer (Projects) DWRO, WRD, Kurnool, Andhra Pradesh, India (hereinafter referred to as the 'Employer' which expression shall unless repugnant to the subject or context or meaning thereof include its successors, administrators, executors and assigns) of the one part; and ………………….(name of Parent/HoldingCompany)acompanyorganizedandexistingunderthelawsof…………………and having its Principal Office at …………………. (Hereinafter referred to as the "Parent/Holding Company” of the Joint Venture Partner M/s …………………which expression shall unless repugnant to the subject or context or meaning thereof include its respective successors, administrators, executors and assigns) of the otherpart;

WHEREAS on the Parent/Holding Company’s commitment to provide full support for technical and financial requirements and be responsible and liable for successful completion of the scope of works of M/s ……………….(name of Subsidiary Company) being awarded to Joint Venture or consortium or the like entity by more than one individual of M/s…………………………….. (name of Joint Venture) and further agreeing to enter into a separate agreement with the Employer besides furnishing an additional Performance Bank Guarantee of value equivalent to 5% of the Contract Price to the portion of work of M/s ……………………… of Joint Venture, the Employer has entered into a Contract withtheJointVenturecomprisingM/s……………………andM/s …………..on.............................(hereinafterreferred to as the “Contractor” which expression shall unless repugnant to the subject or context or meaning thereof include their successors, administrators, executors and permitted assigns) for the execution of …………… (name of work package) for---------------------------------Project in the State of ---------------, India (hereinafter referred to as the "Contract").

And whereas, in consideration of the aforesaid commitment, the Parent/Holding Company hereby enters into this agreement with the Employer for providing full support for technical and financial requirements to itsSubsidiaryM/s........................................................................and be responsibleandliable for successful performance and completion of the woks described in the said Contract on the following terms and conditions:

NOW THEREFORE THE PARTIES HERETO HEREBY AGREE AND THIS AGREEMENT WITNESSETH AS FOLLOWS:

1. In this Agreement except where the context otherwise requires, the following expressions shall have the meaning hereinafter respectively assigned tothem:

2. "Contract" shall mean the Contract dated ……… entered into between the Employer and the Contractor for the execution of the Work described therein of the -------------------------- Project in theStateof-----------------------------------------------------------------------------------inIndia.

3.(a) The Parent/Holding Company hereby agrees to the Employer to ensure due and faithful performance of the obligations and liabilitiesbyM/s...................................................(nameofSubsidiary Company) under the Contract and remain responsible to irrevocably and unconditionally provide full technical and financial support to M/s…………………(name of Subsidiary Company) for completion of the works covered under the Contract. The provisions of Contract shall mutatis-mutandis apply to the Parent/Holding Company.

3. (b) In the event of breach and/ or failure on the part of M/s ………………… (name of Subsidiary Company) to perform or fulfill any of its obligations and liabilities under the Contract, the Employer may at its discretion call upon the Parent/Holding Company and the Parent/Holding Company shall be obliged to executeandperformorcausetobeexecutedandperformedandtosatisfythe obligations and liabilities of the Contractor under the Contract in accordance with the terms and conditions thereof without prejudice to any other right or remedy, besides encashing the Bank guarantee(s).

3(c) The Parent/Holding Company shall indemnify and keep indemnified and harmless the Employer at all times against any loss, damage, cost charge and expense whatsoever that may be suffered or incurred by or caused to the Owner on account of such breach.

3(d) It shall not be necessary for the Employer to proceed against the Contractor before proceeding

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against the Parent/Holding Company and the Parent/Holding Company shall be liable to fulfill its obligations and liabilities hereunder notwithstanding the Employer having undertaken any proceedings and/or obtaining any security from the Contractor for the performance of its obligations under the Contract. In order to give effect to this Agreement, the Employer may at its option be entitled to act as if the Parent/Holding Company was the Contractor for successful completion of theworks.

3(e) However, where the Contractor disputes the occurrence of a breach under the Contract and if such dispute is referred to arbitration in termsof.................................................................ofGeneral Conditions for the Contract, the Contractor is obliged to carry on the works under the Contract. In case, during the pendency of the dispute in arbitration, the Contractor does not carry on the work satisfactorily, the Employer by notice to the Parent/Holding Company shall be entitled to invoke this Agreement, as if a breach had occurred for the purpose of Clause 3(b) hereinabove.

4. It is agreed that the obligations undertaken by the Parent/Holding Company hereunder shall be performed by it notwithstanding any difference or dispute between the Employer and the Contractor pending before any court, tribunal, arbitration or any other authority orforum.

5. This Agreement shall come into force and effect upon the Commencement Date of the Contract and shall remain in force and effective till the date of expiry of Defects Liability Period of 24 months (2 Years) by the Employer pursuant to the Conditions for the Contract.

6. This guarantee is in addition to and without prejudice to the securities offered by and on behalf of Contractor to the Employer and all rights and remedies in respect thereof be reserved. This guarantee shall be a continuing guarantee and be in force notwithstanding discharge of Contractor by operation of any lawor insolvency/bankruptcy /winding up/dissolution of the Contractor.

7. The Employer shall have the full liberty from time to time to vary any of the terms and conditions of the Contract by mutual agreement between the Employer and the Contractor and to extend time for performance there under by the Contractor or any other party thereto in accordance with the terms of the Contract and / or to postpone for any time and from time to time any of the powers exercisable by the Employer against the Contractor and either to enforce or forebear from enforcing any of the terms and conditions of the Contract and/or the securities available to the Employer from the Contractor and the Parent/Holding Company shall not be released from its obligations and liabilities under this Agreement in any manner whatsoever by any exercise by the Employer of the liberty and / or the rights with reference to the matters as aforesaid or by reason of time being given to the Contractor or any other act of forbearance, waiver or omission on the part of Employer or any indulgence by the Employer to the Contractor or of any other matter or thing whatsoever which under the law relating to sureties would but for this provision have the effect of releasing the Parent/ Holding Company from its obligations and liabilitieshereunder.

8. Nothing contained in this Agreement shall be construed or interpreted in any way as modifying or amending or relieving in any manner whatsoever the Contractor from their obligations under theContract.

9. This Agreement shall be interpreted and be governed under the Law ofIndia.10. Any dispute or difference which may arise between the parties out of or in connection with this

Agreement and which the Parties are unable to settle amicably shall be settled by reference to arbitration as per General/Particular/Special Conditions of Contract. The courts of Andhra Pradesh shall have exclusive jurisdiction provided however that any award made in such arbitration shall be enforceable in any court of competentjurisdiction.

IN WITNESS WHEREOF THE PARTIES HERETO HAVE PUT THEIR HANDS HEREUNTO ON THE…… DAY ……. MONTH AND ………YEAR FIRST ABOVE WRITTENAT…………………...

For and on behalf oftheEmployer For and on behalf of theParent/Holding Company

(throughauthorizedrepresentative) (through duly authorizedrepresentative)

Witnesses: Witnesses:12.

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Part - B (FORMATS B1 to B 24C)

FORMAT – B1General

Questionnaire

a. Whether the CONTRACTOR is submitting the bid as an individual, Individual/JV/ Company or as a Joint Venture(JV) or consortium or the like entity by more than one individual?

b. Incase of JointVenturei) Has the CONTRACTOR identified theleadfirm? Yes/Noii) Has the CONTRACTOR identified the role of thefirmsthat Yes/No

comprise the JointVenture?iii) Does your Joint Venture comprise a PublicSector

Company? Yes/Noiv) Are there any existing litigation/arbitration caseagainstany Yes/ No

member of the JointVenture?

c. Incase of individualCompanyi) Are there any existing litigation/arbitration caseagainstthe Yes/ No

Company?

d. Is the CONTRACTOR willing to implement the ProjectonLS andO&M. Yes/No

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FORMAT B2 ORGANISATIONAL & MANAGERIAL CAPABILITY

A. Capability of CONTRACTOR in case the proposal is submittedindividually.

a. Name and Address of the CONTRACTOR : ContactPersonTelephone No. Fax No.E-mail Address

b. Type ofOrganisation

c. Corporate deed reference & date ofincorporation

d. ShareholdingPattern

e. Field of Work & licensedcapacities

f. Existing Man Power along with brief Resume of KeyPersonnel

- Technical (KeyPersonnel)- Financial (KeyPersonnel)- Operational & Maintenance (KeyPersonnel)- Others (KeyPersonnel)

g. Name and Address of Sister Engineering Organisation with similar nature ofjobs

h. Details of accreditation of quality standards (if available, pleasespecify)

i. General Organizational Chart of Company j

If the Company has failed to completeanycontract or sub-contract, please indicate which one(s), when and why and give detailed explanation on all aspects related with non completion (fines, work problems, compensation etc.)

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B. Capability of CONTRACTOR in case the application is submitted by a JointVenture. or consortium or the like entity by more than one individual

1. Name of Joint VentureHead Office addressTelephone No.Fax No.E-mail Address

2. Regional/Local Office addressTelephone No.Fax No.E-mail Address

3. Name of Company leading the Joint Venture

4. Agreement of intent to form a Joint Venture/ (to be attached)Date of agreementPlace

5. Proposed distribution of responsibilities and financial participation of partners:-

Name of Company Percentage of Financial Participation

Percentage / Field of Technical Participation

6. Details of individualmembers*:MEMBER –I

a. Name and Address of the CONTRACTOR : ContactPersonTelephone No. Fax No.E-mail Address

b. Type ofOrganisationc. Corporate deed reference & date ofincorporationd. ShareholdingPatterne. Field of Work & licensedcapacitiesf. Existing Man Power along with brief Resume of Key

Personnel- Technical (KeyPersonnel)- Financial (KeyPersonnel)- Operational & Maintenance (KeyPersonnel)- Others (KeyPersonnel)

g. Name and Address of Sister Engineering Organisation with similar nature ofjobs

h. Details of accreditation of quality standards (if available, pleasespecify)

i. General Organizational Chart ofCompany

j. If the Company has failed to complete any contract or sub-contract, please indicate which one(s), when and why and give detailed explanation on all aspects related with non completion (fines, work problems, compensationetc.)

*(Similar details should be furnished for all the members of the joint venture. Rating of each of the members would be used to work out a composite average of CONTRACTOR and Composite average would be used for evaluation purpose).

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FORMAT B3PROJECT ORGANIZATION DATA

1. Proposed detailed investigation, soil exploration, design and engineeringorganization

2. Proposed siteorganization

A. Preliminary site organizationchart

B. Narrative description of site organizationchart

C. Description of relationship between head office and sitemanagement*

* Indicate clearly the responsibility andauthority which will be delegated tositemanagement.

(Additional sheet (s) may be attached).

FORMAT B4SUPERVISORY PERSONNEL -Site Staff proposed to be deployed in the project

Sector Name (s) Age Years of exp. Education Proposed

designation

Relevant * experience

(Years &Project Name)

Project Management

Administration

Technical management

Site Supervision

Others

*A resume for each site staff must be attached as supporting document.

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FORMAT B5

EQUIPMENT DATA – List of Construction equipment, vehicles, survey instruments, testing equipment etc. available for deployment in the project

Description (type, model,

make)

Capacity / performance /

sizeNo. of each Year of

manufacture

Source of majoritems

@

A Construction Equipment

BVehicles

C. Survey instruments

D. Testing Equipment

@ Indicate separately availability; e.g.; owned, leased or to be purchased new.

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FORMAT-B6 FINANCIAL CAPABILITY

A. Financial Capability of CONTRACTOR in case the proposal is submitted individually.YEAR AVG

I II III IV Va. YEAR (Please mention last five years whose Balance Sheet and Profit

& Loss Accounts have beenfinalizedduly audited)

b. TotalAssetsb1) Fixed Assets b2) Current Assets

c. Total Liability (Long term Liability + Current Liability) CurrentLiabilityTotal Loan Liability

d. WorkingCapitale. Net worth (Contributed Capital + Retained Earnings /

Reserves &Surplus)f. AnnualTurnoverg. Debt-EquityRatioh. Profit

h1) Profit before Interest and Taxes (PBIT) h2) Net Profit i.e. Profit after taxes (PAT)

i. Interestpayablej. Interest Coverage Ratio (PBIT divided byInterest)k. Liability as %age of TotalAssetl. Net Profit :Turnoverm. Net Profit : Capital Employed (Net Worth +

Interest Bearing Loan)n. Net Profit : TotalAsseto. Turnover : TotalAssetp. Gross Value of Projects in hand/underexecutionq. Maximum value of one Project/ workexecutedr. Fund FlowStatusi. Past Experience exhibiting CONTRACTOR ability to

secure & maintain Financial Guaranteesviz.Bank Guarantees, Insurance Guarantees, LC / Lenders Bond etc.

x. Whether balance sheets, Profit & Lossaccountand Fund flow statement for the last 3 years enclosed

y. Financial credit rating by CRISIL or any other Financial Credit Rating Institution ofreputey1) Name and address of Financial Credit Rating Institution y2) Financial Institution Ratingy3) Interpretation of rating

Note: Audited Annual Reports of the company for the last five years shall be submitted.B. Financial Capability of CONTRACTOR in case the proposal is submitted by a

JointVenture or consortium or the like entity by more than one individual.*

YEAR AVGI II III IV V

a. YEAR (Please mention last five years whose Balance Sheet and Profit & Loss Accounts have been finalized dulyaudited)

b. TotalAssets

b1) Fixed Assets b2) Current Assets

c. Total Liability (Long term Liability + Current Liability) CurrentLiability

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Total Loan Liability

d. WorkingCapital

e. Net worth (Contributed Capital + Retained Earnings / Reserves &Surplus)

f. AnnualTurnoverg. Debt-EquityRatioh. Profit

h1) Profit before Interest and Taxes (PBIT) h2) Net Profit i.e. Profit after taxes (PAT)

i. Interestpayablej. Interest Coverage Ratio (PBIT divided byInterest)k. Liability as %age of TotalAssetl. Net Profit :Turnoverm. Net Profit : Capital Employed (Net Worth +

Interest Bearing Loan)n. Net Profit : TotalAsseto. Turnover : TotalAssetp. Gross Value of Projects in hand/underexecutionq. Maximum value of one Project/ workexecutedr. Fund FlowStatuss. Past Experience exhibiting CONTRACTOR ability to secure &

maintain Financial Guarantees viz. Bank Guarantees, Insurance Guarantees, LC / Lenders Bond etc.

t. Whether balance sheets, Profit & Loss account and Fund flow statement for the last 3 yearsenclosed

u. Financial credit rating by CRISIL or any other Financial Credit Rating Institution ofrepute

y1) Name and address of Financial Credit Rating Institution y2) Financial Institution Ratingy3) Interpretation of rating

(The listed details should be furnished separately for all members of Joint venture or consortium or the like entity by more than one individual for five years)Note : Audited Annual Reports of the company/members of Joint Venture for the last five years shall be submitted.

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FORMAT – B7FINANCIAL DATA – Available credit

AVAILABLE CREDIT*

Name of Bank Amount of credit (INR)

*(Supporting documents / Certificate to be attached)

FORMAT B8

TECHNICAL CAPABILITYQuestionnaire

a. Whether the CONTRACTOR has got the Technical Organisation for setting up Major Water Irrigation Projects?

Yes / No

b. Will the key Technical Personnel available with the CONTRACTOR be deployed on the Project ?Yes / No

c. Will the CONTRACTOR engage services of some reputable engineering firm to acquire required technicalcapability?

Yes/ No

d. Has the CONTRACTOR enclosed a letters of understanding / agreement with Consultant Organizations to take up the design assignment and other assignments by theCONTRACTOR?

Yes/ No

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FORMAT B9 TECHNICAL CAPABILITY(DETAILS)

CONTRACTOR should indicate one number each of completed and on-going projects andfurnish details indicated. In case the bid is submitted by a joint venture or consortium or the like entity by

more than one individual, projects of any / allmembers may be considered.SL. NO

INDIVIDUAL PARAMETERS*** PROJECTS COMPLETED***

PROJECTS ON-GOING***

1 Brief details of the project Name of the Employer Address of the employer Name of the contact person of the employerPhone No.of the contact person Fax no, of the contact employer/ contact persone-mail ID of the contact person

2 If the applicant has done the following activities in Water Resources Development Projects, Irrigation Projects, meetingqualification and eligibility requirement

A Investigation soil exploration Design And Engineering of *

i) pump arrangements

house with protection

ii) Hydro mechanical and Electro Mechanicalworks.iii)Delivery Cistern,iv)Laying of M.S.Presure Main with surge

protection etc.v) Electrical Sub Station and electrical powerLine

B Procurement of steel, cement and construction equipment.**

C Construction of above components**D Over all project coordination/project

management (furnish details)*** For each of these items CONTRACTORs should mention relevant technical details like type,

quantityetc.** for each of these structures CONTRACTOR should mention relevant technical details like total quantity

of steel, volume of concreting/fill material involved, size, weight and type of gates, maximum and average rate of monthly progress, total time period for construction (scheduled and actual), total construction cost (in INR).

*** The above mentioned details need to be submitted in case details of more than one Project needs to be provided.

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FORMAT B10PROJECT EXECUTION EXPERIENCE

(PROJECTS UNDER EXECUTION`)PROJECT DATA SHEET (Separate sheets shall be given for each of the projects) PROJECT NAME: LOCATION (City and Country): TYPE: CONTRACT VALUE (INR): Name of the Employer Address of the EmployerName of the Contact Person of the Employer Phone Number of the Contact PersonFax Number of the Employer/ Contact Person E-mail ID of the Contact PersonSl.No. Particulars Name of the

CompanyRemarks

1 WHICH FIRMS PLAYED THESE ROLES ON THE PROJECT INLUDING APPLICANT’S OWN:a. Lead Developerb. CONTRACTOR ( MentionComponent)c. O & MCONTRACTORd. Equipment Supplier Consultant

2 FINANCIAL EXPERIENCE:a. Bid Securityprovidedb. Performance SecurityProvidedc. Value of work executed tilldated. Balance value of work to becompletede. Anticipated monthly financialtarget for

next 2 (two) years3. PERFORMANCE

a) Date of Commencement ofworkb) Original scheduled date of

commissioning of theprojectsc) Expected date of commissioning of the

projects as ofnowd) Scheduled ConstructionPeriod

(months)(i) Already completed (actual)(ii) Reasons of delay ( ifany)

4. ENVIRONEMENT PROBLEMS ENCOUNTERED AND TACKLED,

(if any)5. NAME, ADDRESS AND CONTACT

NUMBERS OF OWNER (for reference)

Please enclose copy of Letter of Award / Letter of Intent and indicate their reference herein

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FORMAT B11PROJECT DEVELOPMENT EXPERIENCE

(COMPLETED PROJECTS`)PROJECT DATA SHEET (Separate sheets shall be given for each of the projects)

PROJECT NAME: LOCATION (City and Country): TYPE: TOTAL COMPLETED COST(Rs. ProvidedinINR) : Name of the Employer Address of the EmployerName of the Contact Person of the Employer Phone Number of the Contact PersonFax Number of the Employer/ Contact Person E-mail ID of the Contact PersonSl.No. Characteristic Description Equity Provided

(INR)1 WHICH FIRMS PLAYED THESE ROLES ON

THE PROJECT INLUDING APPLICANT’S OWN:a. Lead Developerb. EquityParticipantc. Debtparticipantd. LSe. CONTRACTOR ( MentionComponent)f. O & MCONTRACTORg. EquipmentSupplierh. Consultant

2 FINANCIAL EXPERIENCE:a. TotalEquityb. Applicant’sEquityc. TotalDebtd. Applicant’sEquitye. Bid Securityprovidedf. Performance SecurityProvidedg. Construction SecurityProvidedTime taken for financial closure (Months)

3 PERFORMANCEa) Date of Commencement ofworkb) Commercial Operation Date(COD)c) Construction Period (months)

(iii) Original as perContract(iv) Completed(actual)(v) Reasons of delay ( ifany)

d) Operating History (Years) Reasonsfor delay (ifany)

ENVIRONEMENT PROBLEMS ENCOUNTERED AND TACKLED,( if any)NAME ,ADDRESS AND CONTACTNUMBERS OF OWNER( for reference)

4

5Please enclose copy of Letter of Award/Letter of Intent, completion certificate and certificate of satisfactory performance and indicate their reference herein

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Name of CONTRACTOR or partner of a joint venture

163

FORMAT – B12 LITIGATION HISTORY/ARBITRATIONS.Across the world for the last ten (10) financial years (2002-03 to 2011-12).

(Refer item No.36, amendment Dt.05.06.12)

CONTRACTORs, including each of the partners of a joint venture or consortium or the like entity by more than one individual, should provide information onanyhistoryoflitigationorarbitrationresultingfromcontractsexecutedinthelastfiveyears and currently under execution. A separate sheet should be used for each partner of a Joint Venture.

YearAward FOR

or AGAINST CONTRACTOR

Name of client, cause of litigation/ Arbitration, And matter in dispute

Disputed amount (current value,

Rupees

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F ORMAT – B13

Maximum value of Civil Engineering and Hydro and Electromechanical works of State Government / Central Government or Central / State Government under

takings / Private Sector Projects executed in any one year during the last ten financial years by the Tenderer. (2010-11 to2019-20)

Sl.No. Financial Year Value in Rs. Update to the Price level 2020-21@ 10% per the year.

1) 2010-112) 2011-123) 2012-134) 2013-145) 2014-156) 2015-16

7) 2016-17

8) 2017-18

9) 2018-19

10) 2019-20

Attach certificate from Statutory Auditor along with Annual Balance Sheet.

Signature of the Tenderer.

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F F ORMAT – B14

Details of satisfactory completion of similar works in the name of tenderer as prime CONTRACTOR during last ten financial years(2010-11 to 2019-20). The similar works should have been completed by 03/2019 as per clause B-1 of tender details. The financial year wise breakup both physical and financial to be furnished along with date of completion of work.

Sl.No Year Name of Project

Name &Designation

of Agrt. concluding Authority

Descr- iption of

work

Agrt. No. & Date

Value of Contract

Stipulated period of

completion

Value of work

done so far

Balance work to be done

Actual date of comp- letion

Remark s

explaini ng

reasons for

delay

Page No.of Experience certificate

1 2 3 4 5 6 7 8 9 10 11 12 131 2010-112 2011-123 2012-134 2013-145 2014-156 2015-167 2016-178 2017-189 2018-1910 2019-20

Attach certificates issued by the Executive Engineer or equivalent and countersigned by the Superintending Engineer or equivalent in respect of the above Govt.,/Public Sector/Private Sector Project works. In case of Private Sector Projects in addition to the above the experience certificates shall be certified by the Statutory Auditor of the entities concerned.

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F F ORMAT – B14(a)Q ualification criteria for Similar works

Sl. No

Name of

projec t/

Work &Agt.No& Date

Cert ifica te Pag e No.

2010-11(2)

2011-12(1.9)

2012-13(1.8)

2013-14(1.7)

2014-15(1.6)

2015-16(1.5)

2016-17(1.4)

2017-18(1.3)

2018-19(1.2)

2019-20(1.1) Total

Ce rtif ica te amou nt

Up dat ed am ou nt

Certi ficat

e amo unt

Upda ted amou nt

Certi ficat

e amo unt

Upd ated amo unt

Ce rtif ica te amou nt

Up dat ed am ou nt

Certi ficat

e amo unt

Upd ated amo unt

Ce rtif ica te amou nt

Up dat ed am ou nt

Ce rtif ica te amou nt

Up dat ed am ou nt

Ce rtif ica te amou nt

Up dat ed am ou nt

Ce rtif ica te amou nt

Up dat ed am ou nt

Ce rtif ica te amou nt

Up dat ed am ou nt

Ce rtif ica te amou nt

Up dat ed am ou nt

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

Attach certificates issued by the Executive Engineer or equivalent and countersigned by the Superintending Engineer or equivalent in respect of the above Govt.,/Public Sector/Private Sector Project works. In case of Private Sector Projects in addition to the above the experience certificates shall be certified by the Statutory Auditor of the entities concerned.

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F F ORMAT B15Minimum quantities executed in a year during last Ten financial years (2010-11 to 2019-20).Sl.No. Year of work Agrt.No.

and DateQuantities executed Page No.of

Experience certificate

E.W.E. both Excavation & Embankment

C.C /R.C.C /P.S.C., Gates

1 2 3 4 5 6 71 2010-112 2011-123 2012-134 2013-145 2014-156 2015-167 2016-178 2017-189 2018-19

10 2019-20

Attach certificates issued by the Executive Engineer or equivalent and countersigned by the Superintending Engineer or equivalent in respect of the above Govt.,/Public Sector/Private Sector Project works. In case of Private Sector Projects in addition to the above the experience certificates shall be certified by the Statutory Auditor of the entities concerned.

Signature of Tenderer:

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F F ORMAT – B16

Information on Bid capacity

Works which are yet to be completed as on the date of submission of this Tender Existing

Commitments.

Sl.No. Description of work

Name & Address of

Agrt.concluding authority

Agrt. No. &

Date

Value of Contract

Stipulated period of

completionExtension of time granted

Value of works

completed

Value of works

remainingto be

completed

Anticipated date of completion

Remarks

1 2 3 4 5 6 7 8 9 10

Attach certificates issued by the Executive Engineer or equivalent and countersigned by the Superintending Engineer or equivalent for the above works and in case of projects executed in private sector, the experience certificates should be certified by Statutory Auditor of the entities claiming experience and copies may be uploaded along with tender duly self attested. Each certificate should contain full address of Employer.

Signature of the Tenderer.

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F F ORMAT – B16(a)

Works for which Tenders already submitted.

Sl.No. Description of work

Name & Address ofAgrt. concluding

authority

Estimatedvalue of works

Stipulatedperiod of

completion

Date on which tender submitted

Date whendecision is expected

Remarks

1 2 3 4 5 6 7 8

I, Sri/M/s. do hereby solemnly declare the information furnished in formats 16 & (b) is correct and also declare that I/We will abide by any action such as disqualification or back listing or determination of Contract or any action deemed fit, if the department detects at any stage that the information furnished iswrong.

Signature of the Tenderer.

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F F ORMAT - B17

Works executed under LS.

Sl.No.

Name ofworkTotal

value ofwork

Work done so far Balance

Date / Likely date of

completion.

1 2 3 4 5 6

Signature of the Tenderer:

170

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FORMAT – B18

SUPPORTING/ATTACHED DOCUMENT LIST

FORMAT NO. SUPPORTING DOCUMENT / ADDITIONAL SHEET DOCUMENT

NO.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

171

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FORMAT – B19

Availability of Critical Equipment & Key personal.

(A) Availability of Equipment:

The tenderer should furnish all the information required below, regarding the availability Proposals of the equipment.

Sl.No. Name of equipment. Owned Leased To be produced Availability proposals Remarks1 2 3 4 5 6 7

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(B) Availability of KeyPersonal:

Qualification and experience of Key Personnel for administration and execution of the Contract.

Sl. No. Position Name Qualification Years of Experience.

1 2 3 4 5

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Format – B20

Format for Application for Registration of the CONTRACTOR with Government of Andhra Pradesh

TOTHE ENGINEER-IN-CHIEF (AW),Water Resource DEPARTMENT, #48-10-9/1, 2ND Floor,Currency Nagar, NH Feeder Road, Near Ramavarappadu Ring, Vijayawada-520008.

SIR,

of

Sub:- CONTRACTOR – PWD I & P Dept,.– Application for registration as Special Class CONTRACTOR – Submitted.

1. Sri……………………………………………………………………………………. Managing

Partner (in the case of firm)M/s. ……………………………… Engineers and CONTRACTORs, PWD, Resident……………..Village …………………..Taluk………………………. District…………………… a Registered Class ……………… CONTRACTORs………………………… of Govt. / Corporation etc., request you to kindly register my name / ourfirmas.................................................................ClassCONTRACTOR in the category of Civil/ Public Health Engineering / Furniture / Transport / Electrical / Fabrication and erection of structural steel / CONTRACTORs and communication orders.

2. In this connection, I enclose the following prescribed documents for your information.i) Treasury Challan No…………………….. Dated………………..forRs…………….

Creditable to the EE, PWD…………………Division.....................Under the Headof“882 Cash Remittances towards Registration fees.

ii) Solvency certificate issued by competent authority for Rs……………( The solvency certificate shall be not more than one yearold).

iii) A list of works carried out by me in the past five years with their values. Certified by departmental Engineer of the rank of Executive Engineer or equivalentrank.

iv) Latest Sales Tax / Income Tax ClearanceCertificate.v) Certified copy of the partnership deed (in the case offirm).vi) Form (C) issued by the Register of firm (in the case of firms only) certified.vii) Copy of the Engineering degree certificate issued by the Recognized University (in

the case of Engineering Degree holders seeking Registration).viii) Credentials required as per G.O.Ms.No.131, I & CAD Dept., Dt.24.06.2008.

3. I enclose a certificate to the effect whether the applicant or any of the partner or share holders or any of the personnel working under the applicant is / are dismissed Governmentservants).

4. I certified that I would not get my self registered under more than onename.5. I will get my registration renewed within 5 years from the date ofRegistration.

Note: For any further details / clarifications, they may contact Engineer-in-Chief (AW), Water Resources Department,Currency Nagar, NH Feeder Road, Near Ramavarappadu Ring, Vijayawada-520008.

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Format – B21Power of Attorney for signing the Bid

(To be executed on appropriate stamp paper)Know all men by these presents, we…………………………………………….. (name of the CONTRACTOR / Lead Member of the Joint Venture and address of the registered office)actingforourselves/onbehalfoftheJointVentureofM/s..............................................................,M/s………………………. andM/s.………………………… (hereinafter referred to as the “Joint Venture”) do hereby irrevocably constitute, nominate, appoint and authorize Mr/ Ms (name),……..…..…………………………………….son/daughter/wife of…………………………………… and presently residing at …………………., who is presently employed with us holding the position of ……………………………. , as our true and lawful attorney (hereinafter referred to as the “Attorney”) to do in our name / in the name of the Joint Venture and on our behalf / on behalf of the Joint Venture, all such acts, deeds and things as are necessary or required in connection with or incidental to submission of our Bid for the ……………………………………………. Project (hereinafter referredtoasthe“Project”)proposedorbeingdevelopedby………………………………….(the “Employer”) including but not limited to signing and submission of all applications, bids and other documents and writings, participate in Pre-Bid and other conferences and providing information/ responses to the Employer, representing us / the Joint Venture in all matters before the Employer, signing and execution of all Contract/s and undertakings consequent to acceptance of our Bid, and generally dealing with the Employer in all matters in connection with or relating to or arising out of our Bid for the said Project and/or upon award thereof to us and/or till the entering into of the Contract with the Employer.AND we hereby agree to ratify and confirm and do hereby ratify and confirm all acts, deeds and things done or caused to be done by our said Attorney pursuant to and in exercise of the powers conferred by this Power of Attorney and that all acts, deeds and things done by our said Attorney in exercise of the powers hereby conferred shall and shall always be deemed to have been done by us / the JointVenture.IN WITNESS WHEREOF WE, …………………………., THE ABOVE NAMED PRINCIPAL HAVE EXECUTED THIS POWER OF ATTORNEY ON THIS ………DAYOF........................2020

For ……………………………………....(Signature, name, designation and address)

Witnesses:1.

2.Accepted…………………………… (Signature)

(Name, title and address of theAttorney) Notes:

(Notarised)

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

The ONTRACTOR should submit along with the Power of Attorney, the extract of the charter documents and documents such as the board or shareholders’ resolution / authorization in favour of the person executing this Power of Attorney on behalf of the CONTRACTOR / Lead Member and the Memorandum and Articles of Association of the CONTRACTOR / LeadMember.

For a Power of Attorney executed and issued overseas, the document should also be legalized by the Indian Embassy and notarized in the jurisdiction where the Power of Attorney is being issued and should be duly stamped on receipt in India. However, the Power of Attorney provided by the CONTRACTOR from countries that have signed the Hague Legislation Convention 1961 are not required to be legalized by the Indian Embassy if it carries a conforming Appostillecertificate.

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Format – B22Power of Attorney for Lead Member of Joint Venture or consortium or the like entity by more

than one individual(To be executed on appropriate stamp paper)

Whereasthe........................(the “Employer”) has invited Bids from interested partiesforthe Project (the“Project”).Whereas,M/s…………………….……………..,M/s.....................................................................andM/s.…………………………………. (collectively the “Joint Venture Partners”) being Members of the Joint Venture are interested in bidding for the Project in accordance with the terms and conditions of the Bid Documents in respect of the Project, and Whereas, it is necessary for the Members of the Joint Venture to designate one of them as the Lead Member with all necessary power and authority to do for and on behalf of the Joint Venture all acts, deeds and things as may be necessary in connection with the Joint Venture’s Bid for the Project and itsexecution.

NOW THEREFORE KNOW ALL MEN BY THESE PRESENTSWe,M/s.…………………………havingourregisteredofficeat……………………..,andM/s.…………………….. having our registered office at …………………….., (hereinafter collectively referred to as the “Principals”) do hereby irrevocably designate, nominate, constitute, appoint andauthoriseM/s................................................................................................................................ having itsregisteredofficeat.........................................., being one of the Members of the Joint Venture, as the LeadMember and true and lawful attorney of the Joint Venture or consortium or the like entity by more than one individual (hereinafter referred to as the “Attorney”). We hereby irrevocably authorize the Attorney (with power to sub- delegate) to conduct all business for and on behalf of the Joint Venture or consortium or the like entity by more than one individual and any one of us during the bidding process and, in the event the Joint Venture is awarded the Contract, during the execution of the Project and in this regard, to do on our behalf and on behalf of the Joint Venture or consortium or the like entity by more than one individual, all or any of such acts, deeds or things as are necessary or required or incidental to the qualification of the Joint Venture or consortium or the like entity by more than one individual and submission of its Bid for the Project, including but not limited to signing and submission of all applications, bids and other documents and writings, participating in Pre-Bid and other conferences, respond to queries, submit information/ documents, sign and execute Contracts and undertakings consequent to acceptance of the Bid of the Joint Venture and generally to represent the Joint Venture in all its dealings with the Employer, and/ or any other Government Agency or any person, in all matters in connection with or relating to or arising out of the Joint Venture’s or consortium or the like entity by more than one individual Bid for the Project and/ or upon award thereof during the period of execution of the Contract.

AND we hereby agree to ratify and confirm and do hereby ratify and confirm all acts, deeds and things done or caused to be done by our said Attorney pursuant to and in exercise of the powers conferred by this Power of Attorney and that all acts, deeds and things done by our said Attorney in exercise of the powers hereby conferred shall and shall always be deemed to have been done by us / the Joint Venture.

IN WITNESS WHEREOF WE THE PRINCIPALS ABOVE NAMED HAVE EXECUTED THIS POWER OF ATTORNEY ON THIS ………………….DAYOF.................2020

For ……………………………………....(Signature, name, designation and address of the first Non-Lead Member)

For ……………………………………....(Signature, name, designation and address of the second Non-Lead

Member)Witnesses:1.

(Notarized)2.

Accepted………………………

…… (Signature)

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(Name, title and address of the Attorney / Lead Member)Notes:

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

The CONTRACTOR should submit along with the Power of Attorney, the extract of the charter documents and documents such as the board or shareholders’ resolution / authorization in favour of the persons executing this Power of Attorney on behalf of the Non-Lead Members / Lead Member and the Memorandum and Articles of Association of the Non-Lead Members / Lead Member.

For a Power of Attorney executed and issued overseas, the document should also be legalized by the Indian Embassy and notarized in the jurisdiction where the Power of Attorney is being issued and should be duly stamped on receipt in India. However, the Power of Attorney provided by the CONTRACTOR from countries that have signed the Hague Legislation Convention 1961 are not required to be legalized by the Indian Embassy if it carries a conforming Appostillecertificate.

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Format – B23Joint Venture Agreement

(To be executed on Stamp paper of appropriate value)THIS JOIN VENTURE AGREEMENT is entered into on this the………dayof........................20…AMONGST1. M/s…………………… Limited, a company incorporated under the Companies Act, 1956

and having its registeredoffice at..................................(hereinafter referred to asthe“First Party” which expression shall, unless repugnant to the context include its successors and permitted assigns)

AND2. M/s..........................Limited, a company incorporated under the CompaniesAct,

1956 and having its registeredofficeat..........................(hereinafter referred to asthe“Second Party” which expression shall, unless repugnant to the context include its successors and permitted assigns)

WHEREAS,(A) ……………………………………………………………….......... represented by its (hereinafter

referred to as the “Employer” which expression shall, unless repugnant to the context or meaning thereof, include its administrators, successors and assigns) has invited Bids (the “Bids”) by its Bid Documents for qualification and selection of CONTRACTORs for …………………………….. Project (the “Project”).

(B) The Parties are interested in jointly bidding for the Project as members of a Joint Venture (JV) and in accordance with the terms and conditions of the Bid Document in respect of the Project,and

(C) It is a necessary condition under the Bid Document that the members of the Joint Venture shall enter into a Joint Venture Agreement and furnish a copy thereof with theBid.

NOW IT IS HEREBY AGREED as follows:1. Definitions andInterpretations

In this Agreement, the capitalised terms shall, unless the context otherwise requires, have the meaning ascribed thereto under the Bid Documents

2. JointVentureThe Parties do hereby irrevocably constitute a Joint Venture (the “Joint Venture”) for the purposes of jointly participating in the Bidding Process for theProject.The Parties hereby undertake to participate in the Bidding Process only through this Joint Venture and not individually and/ or through any other joint venture / Joint Venture constituted for this Project, either directly or indirectly or through any of theirAssociates.

3. Role of thePartiesThe Parties hereby undertake to perform the roles and responsibilities as described below:(a) The First Party shall be the Lead Member of the JV and shall have the Power of

Attorney from all members for conducting all business for and on behalf of the JV during the Bidding Process and during the execution of theContract.

(b) The Second Party shallbethe...........................member of the JV;and(c) The Third Party shallbe the..............................member of theJV;

4. Joint and Several LiabilityThe Parties do hereby undertake to be jointly and severally responsible for all obligations and liabilities relating to the Project and in accordance with the terms of the Bid Documents and the Contract, under and in accordance with the Contract to be entered into with the Employer.

5. Shares in theJVThe Parties agree that the proportion of shares among the Parties in the JV shall be asfollows:First Party: (Lead Member: At least 51%)

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Second Party:Third Party:

6. Representation of thePartiesEach Party represents to the other Parties as of the date of this Agreement

that:(a) Such Party is duly organised, validly existing and in good standing under the

laws of its incorporation and has all requisite power and authority to enter into thisAgreement;

(b) The execution, delivery and performance by such Party of this Agreement has been authorized by all necessary and appropriate corporate or governmental action and a copy of the extract of the charter documents and board resolution/ power of attorney in favour of the person executing this Agreement for the delegation of power and authority to execute this Agreement on behalf of the Joint Venture Member is annexed to this Agreement, and will not, to the best of its knowledge:(i) require any consent or approval not alreadyobtained;(ii) violate any Applicable Law presently in effect and having applicability

toit;(iii) violate the Memorandum and Articles of Association, by-laws or other

applicable organizational documentsthereof;(iv) violate any clearance, permit, concession, grant, license or other

governmental authorization, approval, judgment, order or decree or any mortgage agreement, indenture or any other instrument to which such Party is a party or by which such Party or any of its properties or assets are bound or that is otherwise applicable to such Party;or

(v) create or impose any liens, mortgages, pledges, claims, security interests, charges or encumbrances or obligations to create a lien, charge, pledge, security interest, encumbrances or mortgage in or on the property of such Party, except for encumbrances that would not, individually or in the aggregate, have a material adverse effect on the financial condition or prospects or business of such Party so as to prevent such Party from fulfilling its obligations under thisAgreement;

(c) this Agreement is the legal and binding obligation of such Party, enforceable in accordance with its terms against it;and

(d) there is no litigation pending or, to the best of such Party's knowledge, threatened to which it or any of its Affiliates is a party that presently affects or which would have a material adverse effect on the financial condition or prospects or business of such Party in the fulfillment of its obligations under thisAgreement.

7. Termination

This Agreement shall be effective from the date hereof and shall continue in full force and effect during the Contract Period and in accordance with the Contract to be entered into with the Employer, in case the Project is awarded to the Joint Venture. However, in case the Joint Venture or consortium or the like entity by more than one individual is either not qualified for the Project or does not get selected for award of the Project, the Agreement will stand terminated.

8. Miscellaneous

This Joint Venture Agreement shall be governed by laws ofIndia.

The Parties acknowledge and accept that this Agreement shall not be amended by the Parties without the prior written consent of theEmployer.

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IN WITNESS WHEREOF THE PARTIES ABOVE NAMED HAVE EXECUTED AND

DELIVERED THIS AGREEMENT AS OF THE DATE FIRST ABOVE WRITTEN.

SIGNED, SEALED AND DELIVERED

For and on behalf of the First Party By

………………………………..

Signature Name Designation AddressSIGNED, SEALED AND DELIVEREDFor and on behalf of the Second Party By ………………………………..Signature Name Designation Address

SIGNED, SEALED AND DELIVEREDFor and on behalf of the Third Party By ………………………………..Signature Name Designation AddressIn the presence of : Witnesses :1.2.

Notes: The mode of execution of the Joint Venture Agreement should be in accordance with the

procedure, if any, laid down by the applicable law and the charter documents of the executant(s) and when it is so required, the same should be under common seal affixed in accordance with the requiredprocedure.

The CONTRACTOR should submit along with the Joint Venture or consortium or the like entity by more than one individual Agreement, the extract of the charter documents and documents such as the board or shareholders’ resolution / authorization in favour of the persons executing this Agreement on behalf of the Parties and the Memorandum and Articles of Association of theParties.

For an Agreement executed and issued overseas, the document should also be legalized by the Indian Embassy and notarized in the jurisdiction where the Power of Attorney is being issued and should be duly stamped on receipt in India.

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Format – B24A(On the Letter Head of the Sole Applicant/ Lead Member)

Declarations to be Provided by the CONTRACTORa) I/ We have examined the Bidding Documents and have no reservations to the same. The

submitted eligibility and qualification details, techno-commercial bid and financial bid are without any deviation and are strictly in conformity with the, Bidding Documents including any Addendum issued by theAuthority.

b) I/We declare that all the credentials submitted by the CONTRACTOR are true and correct.c) I/We hereby declare that the CONTRACTOR/ Partners of Joint Venture (JV) firm or

consortium or the like entity by more than one individual / reputed firms have not been Banned / Delisted / Blacklisted / Debarred / Demoted/ Suspended in any State Government / Central Government or State/ Central Government undertakings in India or out side India and in the event any such occurrence is in force, such bid should bedisqualified.

d) I / WE hereby declare that I/We have carefully gone through all the Bid conditions and solemnly declare that I / we will abide by any penal action such as disqualification or black listing or determination of contract or any other action deemed fit, taken by, the Authority against us, if it is found that the formats, documents & certificates produced by us are false /fabricated.

e) I/WE hereby declare that I/We have perused in detail and examined closely the Andhra Pradesh Standard Specifications and all clauses of the preliminary specifications with all amendments and have either examined all the standard specifications or will examine all the standard specifications for items for which I/We Bid, before I/We submit such Bid and agree to be bound by and comply with all such specifications for this contract which I/We execute in the Irrigation & Command Area DevelopmentDepartment.

f) I/WE hereby certify that I/We have inspected the site of the work before quoting my/our price bid and I /We have satisfied myself/ourselves about the quality, availability and transport facilities for stones, sand and othermaterials.

g) I/WE hereby declare that I/We will furnish detailed data in support of all my/our quoted rates, if and when called upon to do so without anyreservations.

h) I/WE hereby declare that I /We will accept the rejection of my/our Bid in terms of condition 31.2 ofITB.

i) I/WE hereby declare that I/We will not claim any price escalation other than what is provided in the biddocument.

j) I/WE hereby declare that I /We accept the defect liability period of 2 years (24months) for works.

k) I/WE hereby declare that I/WE will procure the required construction materials including earth for use on the work after approval of the Employer/ Engineer-in- Charge/ PMC. The responsibility for arranging and obtaining the land for borrow area shall rest with me/us for construction and I/WE shall ensure smooth and un-interrupted supply of materials.

l) I/WE hereby declare that the I/We are responsible for arranging and obtaining the land for disposal of spoil/soil not useful for constructionpurposes

m) I/WE hereby declare that I/WE shall not claim any compensation or any payment for the land arranged for disposal of soil and the land for borrow area. I/We declare that the quoted bid price is inclusive of the land so arranged and I/We will hand over the land arranged for disposal of soil to the department, after completion ofwork.

n) I/WE hereby declare that I/WE will not claim any extra amount towards any material used for the work other than the quoted price for the work covered under the scope, except price adjustment as per clause 46 ofG.C.C.

o) I/WE hereby declare that I/WE will execute the work as per the mile stone programme, and if I/WE fail to complete the work as per the mile stone programme I/WE will abide by the condition to recover liquidated damages as per the Bidconditions.

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p) I/WE declare that I/WE will abide for settlement of disputes as per the Bid conditions.

q) That CONTRACTOR/ Partners of Joint Venture (JV) firm or consortium or the like entity by more than one individual will agree to get disqualified themselves for any wrong declaration in respect of the above and to summarily reject their Bids, besides blacklisting and forfeiture of Performance Security

(r) I/ We have not directly or indirectly or through an agent engaged or indulged in any corrupt practice, fraudulent practice, coercive practice,undesirable practice,restrictive practice, as defined in Clause 32.0 of the ITB of Bid document, in respect of any tender or request for proposal issued by or any agreement entered into with the Authority or any other public sector enterprise or any government, Central or State.

(s)I/ We hereby certify that, no person acting for us or on our behalf has engaged or will engage in any corrupt practice, fraudulent practice, coercive practice, undesirable practice or restrictivepractice.

(t) I /We hereby declare that the undertakings given by us along with the Bid in response to the proposal for the Work were true and correct as on the date of making the Proposal and I/we shall continue to abide bythem.

Yoursfaithfully,

Date: (Signature, name and designation oftheAuthorizedSignato

ry)

Place: Name and seal of the Applicant/ Lead Member

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Format – B24B(On the Letter Head of the Sole Applicant/ Lead Member) Critical

Equipment proposed to be deployed

The CONTRACTOR should furnish the information required below, regarding the availability of the equipment, required for construction / quality control.

Sl.No.

Details of Equipment

Number required

NumberOwned Leased To be procured

1 2 3 4 5 6

Yours faithfully,

Date: (Signature, name and designation of the Authorised Signatory)

Place: Name and seal of the Applicant/ LeadMember

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Format – B24C(On the Non-Judicial Stamp Paper of Rs. 100)

D D ECLARATION

“I-----------------------------------------------------do hereby solemnly affirm anddeclarethat I /we own the following equipment for using on the subject work and also declare that I / We will abide by any action such as disqualification or determination of Contract or blacklisting or any action deemed fit, if the department detects at any stage that I/we do not possess the equipment listed below.

Sl. No

Details ofeach

Equipment

Year of purchase

Regn. Number Capacity Any other

data.

Is it inworking

condition1 2 3 4 5 6 7

Yours faithfully,

Date: (Signature, name and designation of the Authorised Signatory)

Place: Name and seal of the Applicant/ LeadMember

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VOLUME–I PART- C (DATA SHEETS 1 to 14)

TECHNICAL BID

Complete Technical Bid for the implementation of the project, keeping in view the requirements as defined in volume II (Part-B)- Special Conditions of Contract, shall be submitted by the Contractor with his bid in the form of following submittals. Contractor submitting any alternative proposal shall submit separate set of Data sheets No. 2 to 14.

1. Contractor’s appreciation oftheproject Data Sheet1

2. Contractor’s proposed organizational setup for the projectfor Overall ProjectManagement Design and engineering services (Civil, Hydro -

mechanical and Electro mechanicalworks) Execution of Hydro-mechanical works and Electro-

mechanicalworks Quality assurancesystem Testing andcommissioning

Data Sheet 2

3. Contractor’s Proposal for the project components along with drawings Data Sheet 34. Management of design andengineeringservices Data Sheet 45. Construction methodology of differentcomponentsproposed Data Sheet5

6. Hydro-Mechanical Equipment Proposed alongwithdrawings Data Sheet 6

7. Surge Protection Device and Hydraulic Equipment Proposed along withDetails

8. Electrical and Mechanical Equipment and SCADA System Proposed along withdrawings

Data Sheet7

Data Sheet8

9. Proposed deployment ofKeypersonnel Data Sheet9

10 Proposed deployment ofconstructionequipment Data Sheet10

11 Proposedsubcontractors Data Sheet11

12 Proposed sourcing ofkeymaterials Data Sheet12

13 Proposed construction schedule oftheproject Data Sheet1314 Quality Control and Quality Assurance system proposed for theproject Data Sheet14

Contractor’s Appreciation of the Project Data Sheet – 1

This should also consist of a report on the Contractor’s appreciation of the project, which should include a section on the site inspection carried out prior to bidding, and demonstrate awareness and understanding of all the principle technical and logistic aspects related to project construction.

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Contractor’s Proposed Organizational Setup For The Project Data Sheet – 2

The Contractor should provide the following information.A. Preliminary organization chartfor

Overall ProjectManagement Design and engineering services (Civil, Hydro-mechanical and Electro- mechanical -

works) Execution of Civil works, Hydro- mechanical works, Electro- mechanical works

andpipeline Quality AssuranceSystem Testing andCommissioning

B. Narrative description of organizationchart

Description of relationship between Head Office and Site Management

Project Components Proposed along with Drawings Data Sheet – 3

The Contractor shall submit, descriptions of proposed project components, adhering to the basic parameters indicated in the bid document along with relevant drawings. The information should be submitted in sufficient details to allow an assessment of the general adequacy of the Contractor’s proposal. Sketches, drawings and Internal Diagrams along with salient design details, where necessary should be included.

Management of Design and Engineering Services Data Sheet – 4

The Contractor shall submit descriptions of proposed management of Design and engineering services and sequences to be used for the same. Key Design and Engineering activities, Key experts for the same and their deployment schedule should be identified and described. This information shall be given separately for civil, hydro- mechanical, electro-mechanical works,pipeline and SCADA control system.

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Construction Methodology of Different ComponentsProposed Data Sheet – 5

The Contractor shall submit in brief descriptions of proposed methods, sequences, facilities and layouts to be used for execution of Civil /Hydro mechanical/Electro mechanical works/pipeline/control system. This should cover the following:

- Workingfacilities- Infrastructureworks- Civil Works (Pump house Intake, Water conductor system and alliedworks)- Hydro -mechanical works (Gates andValves)- Electro mechanical works (Pump and electricalworks)- Control system(SCADA)

The information submitted should be such as to allow an assessment of the general adequacy of the Contractor’s proposal. The information shall include number and classification of manpower, equipment and materials proposed to be deployed for each of the main activities.

Hydro-Mechanical Equipment Proposed Data Sheet – 6

The Contractor shall submit the description of Hydro-mechanical equipment such as gate proposed, adhering to the basic parameters indicated in the bid document, along with design and drawing. He should also include in his submission, for these equipment , the description of their manufacturing activities, transportation to site, erection at site and testing. The Contractor should also furnish all the information/data indicated in Appendixattached.

Surge Protection Device and Hydraulic Equipment Proposedalong with Details Data Sheet – 7

The Contractor shall submit the description of surge protection device and hydraulic equipment proposed in the water conductor system along with the transient analysis,design and drawing. He should also include in his submission for their equipment , The detailed specifications, The description of their manufacturing/procurement activities, transportation to site, erection at site and testing.

Electrical and Mechanical Equipment and Control SystemProposed Data Sheet – 8

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Proposed deployment of Key Personnel Data Sheet – 9

For specific positions essential to contract implementation, the Contractor should provide the proposed deployment of key personnel (for Design and Engineering, Civil construction, Hydro-mechanical works, E&M works). Bio-Data of each of the personnel proposed to be deployed for various activities shall be included in separate sheets for each candidate.

Proposed Deployment of Construction Equipment Data Sheet – 10

he Contractor should list out all major equipment, which he proposes to use for construction works. This should include their numbers, capacities and whether equipment proposed are to be purchased new or existing equipment is to be used. In respect of existing equipment, year of manufacture and current ownership is to be stated. Numbers of above equipment to be deployed during various periods of construction as necessary considering the construction programme shall also be included.The following format shall be used for this purpose:

Activity Description of equipment

(type, model, make)

Capacity / performance

factor

No. of each equipment

Year of manufacture

Period of deployment

Sourc

* Indicate availability e.g. owned, leased or to be purchased new.

The Contractor shall submit description Electrical and Electro- mechanical equipment proposed, adhering to the basic parameters indicated in the bid document, along with preliminary drawing. He should also include in his submission, for these equipment , the description of their manufacture activities - transportation to site, erection at site, testing, commissioning and operation and maintenance activity. Details of manufactures/suppliers of various major items of control equipment, E&M equipment viz. Pumps and other pumping station items shall be provided. The Contractor should also furnish all the information/data indicated in Appendix attached.

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Proposed Subcontractors Data Sheet – 11

The Contractor shall list out the proposed subcontractors. The information shall be submitted in the following format. The subcontractors(s) proposed to be associated for respective category of work, must have experience of planning and construction of similar type of work at least in one project costing not less than 50% of the proposed value of work proposed to be sublet.

* Relevant experience certificates from competent authority should be enclosed.

Proposed Sourcing of Key Materials Data Sheet – 12

The Contractor shall submit, in outline, descriptions of proposed sourcing of key materials covering at least following:

Cement Reinforcingsteel

Structuralsteel Steel for pipeline Explosives

Aggregates Admixtures

Proposed Construction Schedule of the Project Data Sheet – 13

The Contractor shall submit a construction program in bar chart form – together with corresponding critical path network, which starts at the date of commencement and shows in details all the key activities.

An Outline of Quality Control and Quality Assurance SystemProposed for the Project Data Sheet – 14

The Contractor shall submit, in outline, description of proposed quality control and quality assurance system for the implementation of the project. This shall also include the proposed testing laboratories with the testing equipment, key personnel for field quality control and inspection and laboratory work.

Section of works Name(s) & address(es) of Subcontractors

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Volume – I Part – DBASIC PROJECT PARAMETERS

“Improvement to Escape Channel. Nippulavagu, Galeru River and Kundu River from Km. 0.000 to Km. 189.200 and Re-gradation of Vagu, flood Protection works and providing high level Bridges to en-route villages for improving the carrying capacity to 35000 cusecs.”

OBJECTIVES:“Improvement to Escape Channel. Nippulavagu, Galeru River and Kundu River from Km. 0.000 to Km. 189.200 and Re-gradation of Vagu, flood Protection works and providing high level Bridges to en-route villages for improving the carrying capacity to 35000 cusecs.”

Nippulavagu a small stream originates on downstream of Lock-in-Sula i.e KM 120.200 of K.C. Canal. A maximum discharge of 2500 Cusecs will be let out from Lock-in-Sula into Nippulavagu, which also acts as a carrier channel in to Galeru River.One escape channel of about 3.500 Km long was excavated from Banakacherla Regulator up to joining of Nippulavagu on Northern side of Vempenta Village for the purpose of supplying water to Somasila Reservoir and Chennai. The existingvagus and riversnamely Nippulavagu, Galeru, Kundu&Pennar utilized for this purpose to carry water.Nippulavagu after confluence with Galeru serves K.C. Canal Ayacut on the way from Santa JuturuAnicut (From Reach 150.650KM of K.C. Canal to tail end to feed an ayacut of 218162Acres.) The Government of Andhra Pradesh took a decision to increase the discharge capacity of Pothireddypadu head regulator from the existing discharge of 44000 Cusecs to 80000 Cusecs.

The above said system is a part of the scheme of increasing the capacity of PothireddyPadu head Regulator to 80000 cusecs. Itis proposed to improve the Escape channel and allied system to carry 34722 cusecs from existing 10000 cusecs to deliver 3TMC per day to downstream side Reservoir on Penna River.

The above entire system is divided in to the following reaches2) Reach No.I (From Km 0.000 to Km 3.560/5.070)

From Km 0.000 to km0.530 of Escape Channel. Presently the section of this Reach is of 8.5 mt X 11.89 mt and proposed to increase to 26.00 mt X 13.50 mtto carry the required discharge of 34722 cusecs (983 cumecs).

From Km 0.530 tokm 1.060escape channel.Presently the section of thisReach is of 16.6 mt X 9.89 mt and proposed to enlarge to 33.50 mt X 11.50 mt to carrythe required discharge of 34722 cusecs (983 cumecs).

From Km 1.060 to km 1.860 escape channel. Presently the section of this Reach is of 25 mt X 7.89 mt and proposed to enlarge to 44.85 mt X 9.50 mt to carry the required discharge of 34722 cusecs (983 cumecs).

From Km 1.860 to km 2.300 Escape channel. Presently the section of this Reach is of 40 mt X 5.89 mt and proposed to enlarge to 64.50 mt X 7.50 mt to carry the required discharge of 34722 cusecs (983 cumecs).

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From Km 2.300 to 3.560 escape channel. Presently the section of this Reach is of 54 mt X 4.89 mt and proposed to enlarge to 80.50 mt X 6.50 mt to carry the required discharge of 34722 cusecs (983 cumecs).

d) This Reach passes through New Banakacherlla and Vempenta Villages.

e) One existing the Bridge which is in dilapidated condition is to be Reconstructed with a high level Bridge near Vempenta village.

c)Protection Walls are proposed to be constructed in village limits of Vempenta on either side.

2) Reach No.II (From Km 3.560/5.070 to Km 18.200) From Km 3.560 to 5.375 Nippulavagu.Presently the section of this Reach is of 55 mt X 2.650 mt

and proposed to enlarge to 100 mt X 3.300 mt to carry the required discharge of 34722 c usecs (983 cumecs).

From Km 5.375 to 8.100 Nippulavagul.Presently the section of this Reach is of 55 mt X 2.650 mt and proposed to enlarge to 100 mt X 3.300 mt to carry the required discharge of 34722 cusecs (983 cumecs).

From Km 8.100 to 11.500 NippuluVagu.Presently the section of this Reach is of 50 mt X 3.450 mt and proposed to enlarge to 83 mt X 3.45 mt to carry the required discharge of 34722 cusecs (983 cumecs).

From Km 11.500 to 14.600 NippuluVagul.Presently the section of this Reach is of 75 mt X 3.745 mt and proposed to enlarge to 85.00 mt X 3.745 mt to carry The required discharge of 34722 cusecs (983 cumecs).

From Km 14.600 to 18.200 NippuluVagul.Presently the section of this Reach is of 55 mt X 2.00 mt and proposed to enlarge to 85.00 mt X 3.800 mt to carry the required discharge of 34722 cusecs (983 cumecs).

This Reach Km 5.000 to Km 18.200 passes through Vempenta,Guntakandala,Abdullapuram, Velpanur and Ayyavaripalli Villages.

Four existing Bridges which are in dilapidated condition are to be reconstructed with high level Bridges near Vempenta,Velpanurand Ayyavaripallivillage.

Protection Walls are proposed to be constructed in village limits of through Vempenta, Guntakandala,Velpanur and Ayyavaripalli Villages on either Side.

The land to be proposed in this reach is 50 Acres .

3) Reach No.III (From Km 18.200 toKm 25.200)

From Km 18.200 to 25.200 ( i.eGaleru river up to Santhajutur Pickup anicut ) Galeru River Presently the section of this Reach is of 55 mt X 2.00 mt and proposed to enlarge to 87 mt X 4.00 mt to carry the required discharge of 34722 cusecs (983 cumecs)

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a) This Reach passes through Madavaram,Bojanam and Paramatur Villages.b) Threeexisting Bridges which are in dilapidated condition are to be reconstructed with a high level Bridges near Madavaram,Bojanam and Paramatur village.c) Protection Walls are proposed to be constructed in village limits throughMadavaram, Bojanam and Paramatur Villages on either sides.d) The land to be acquired in this reaches 90 Acres.

4) Reach No.IV (From Km 25.200 toKm 39.200)From Km 25.00 to 39.200 (i.e up to Conflluence point of Kundu River) Galeru River Presently the section of this Reach is of 75 mt X 2.00 mt and proposed to enlarge to 110 mt X 4.00 mt to carry the required discharge of 34722 cusecs (983 cumecs)a) This Reach passes through Bandiatmakur,Kakanur and Bheemavaram Villages.b) Twoexisting Bridges which are in dilapidated condition are to be reconstructed with high level Bridges near Bandiatmakur and Kakanurvillages.

c) Protection Walls are proposed to be constructed in village limits throughBandiatmakur and KakanurVillages on either side.d) The land to be proposed in this reach is50 Acres.

5) Reach No.V(From Km 39.200 to Km 61.000)From Km 39.200 to 61.000 ( i.eNandyal to Madduru Road on Kundu River) Kundu River Presently the section of this Reach is of 85 mt X 2.00 mt and proposed to enlarge to 115mt X 4.00 mt to carry the required discharge of 34722 cusecs (983 cumecs)

a)This reach passes through Bheemavaram, Madduru and Togarechedu, villages. b) Three existing bridges which are in dilapidated condition are to be reconstructed With high level bridges near Bheemavaram, Madduru andTogarechedu villages c) Protection walls are proposed to be constructed in village limits throughBheemavaram,Madduru, Nandyal and Togarecheduvillages on either side.d) The land to be proposed in this reach is 10 Acres.

6) Reach No.VI(From Km 61.000 to Km 90.000)From Km 61.000 to 90.000 ( i.eNandyal to Koilkuntal Road ) Kundu River Presently the section of this Reach is of 85 mt X 2.00 mt and proposed to enlarge to 115 mt X 4.00 mt to carry the required discharge of 34722 cusecs (983 cumecs)

a)This reach passes throughTelapuri and Lingalavillages. b) Two existing bridges which are in dilapidated condition are to be reconstructed With high level bridges near Telapuri and Lingalavillages c) Protection walls are proposed to be constructed in village limits throughTelapuriAndLingalavillages on either side.d)The land to be proposed in this reach is 20 Acres es.

7) Reach No.VII(From Km 90.000 to Km 114.000)From Km 90.000 to 114.000 ( i.eKakaravada to Peddayammanur Road on Kundu river) Kundu River Presently the section of this Reach is of 85 mt X 2.00 mt and proposed to enlarge to 115 mt X 4.00 mt to carry the required discharge of 34722 cusecs (983 cumecs)

a)This reach passes through Vallampadu, Krishtipaduand Harivaram villages.

b)Three existing bridges which are in dilapidated condition are to be reconstructed with high level bridges near Vallampadu, Krishtipadu and Harivaram villages.

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c) Protection walls are proposed to be constructed in village limits throughVallampadu, Krishtipadu and Harivaram villages on either side.d)The land to be proposed in this reach is 13 Acres.

8) Reach No.VIII (From Km 114.000 to Km 133.200)From Km 114.000 to 133.200 ( i.eKundu River up to Rajolianicut ) Kundu River Presently the section of this Reach is of 85 mt X 2.00 mt and proposed to enlarge to 115 mt X 4.00 mt to carry the required discharge of 34722 cusecs (983 cumecs)

a)This reach passes through Kakaravada and UyyalawadaVillages. b) Two existing bridges which are in dilapidated condition are to be reconstructed with high level bridges near Kakaravada and Uyyalawada Villages.c)Protection walls are proposed to be constructed in village limits throughKakaravada and UyyalawadaVillageson either side.d)The land to be proposed in this reach is 15 Acres.

9) Reach No.IX(From Km 133.200 to Km 189.200)From Km 133.200 to 189.200 (i.eRajoliAnicut to Confluence point of Penna River )Kundu River Presently the section of this Reach is of 90mt X 2.00 mt and proposed to enlarge to 125mt X 3.00 mt to carry the required discharge of 34722 c usecs (983 cumecs).

PROJECT COMPONENTS AND BASIC PARAMETERS.The major components as proposed by the Employer along with the basic project design

parameters fixed by the Employer for this contract work is indicated below and given in Project Profile (Vol – I, Part D):OBJECTIVE: - “To Improve the discharging capacity of Escape Channel, Nippulavagu, Galeru River and Kundu River from Km 0.000 to Km 189.200 to 35,000 cusecs by widening, Re-gradation, formation, flood Protection works and providing high level bridges for enroute villages”.

Major COMPONENTS:

a) To Conduct detailed surveys and investigation “Improvements to Escape Channel, Nippulavagu, Galeru River and Kundu River from Km 0.000 to Km 189.200 and Re-gradation of Vagu, flood Protection works and providing high level Bridges at enroute villages for improving the carrying capacity to 35000 cusecs”.

b) Preparation LA Scheduled and LA proposals and pursuing from concerned till award is passed.

c) Preparation and approval of the alignment and hydraulic particulars.

d) To conduct the site survey, Geotechnical / sub - soil exploration.

e) shifting of electrical / power lines and telephone lines.

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f) In the design and execution of canal system it has also to be ensured that the canal carrying capacity has the facility to carry even lesser (500 cusecs) discharge during lean flows and carry 35,000 cusecs during floods

g) To prepare Design and Drawings for all CM & CD works and protection arrangements connected to this project and to get its approval from competent authority.

h)Earth work excavation for widening of vagus and River course and formation of banks where ever required to required capacity.i) Dismantling of existing low-level bridges as per necessity

j)Construction of high level bridges at approved locations duly laying approach roads for maintaining free flow of traffic during execution.

k) Construction of Ornamental pilasters at specified locations.

l) To maintain the completed system for two years from date of completion.

3.2 SCOPE OF WORK AND BASIC PROJECT PARAMETERS:

This work starts from Bhanakacherala complex (BCR) to adinimmayapalli (Confluence Point of kundu and Penna River) it is around km189.200.

The main aim of work is to enhance the carrying capacity to 35,000 cusecs of flood water from BCR Complex to adinimmayapalli during floods and hence widening / re-gradation / providing protection wall / formation of the canal to accommodate and carry the flood water.

Conducting detailed investigation and survey of total canal system such that there shall be minimum land acquisition.

To design and get approval from competent authority for alignment, hydraulic particulars to the required discharge, drawings of High-Level Bridge, Protection walls, all other required structures. The total work is divided in to 9 reaches each having different hydraulic particulars which are to be connected with proper transitions.

Land acquisition is also involved based on the alignment, hydraulic particulars and drawings.

In the Process of canal widening, Agency / contractor has to follow basic parameters like Bed width and Bed fall.

For avoiding inundation protection walls are to be provided on both side of river banks.

Construction of High-Level Bridges to accommodate the flood at enroute villages.

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Basic Project ParametersIntroduction: The information and data furnished here in relevant to the work and site conditions are general. It shall be the responsibility of the Contractor to fully acquaint himself with the nature and location of works, quarries, local conditions and other aspects, which are relevant to the work.

Objective:

The main objective is to improve the system to discharge 35,000 cusecs of Flood water from Srisailam Reservoir to Somasila project through Pothireddypadu Head regulator to BCR Complex and though Nippulavagu, Galeru River, Kundu River and Penna River, thus Maximum flood water can be drawn from Srisailam Reservoir during flood season within 60 days.

Salient Features of Present Proposal

1. Source :SrisailaReservoirr

Rese

2. Location of Head Work :Pothireddypadu And BCR Complex.End point adinimmayapalli (Confluence Point of kundu and Penna River)Approximate length 189.200 km

3 Discharge :35,000 cusecsHydraulic particulars of River course:-( tentative)

REACH NO.1.a-From km 0.000 to km 0.530 1. Designed Discharge 983.20 cumecs2. Bed width at start 37.00 m3. Bed width at end 37.00 m4. FSD 13.50 m5. Starting Level +253.890m6. Ending Level +253.713m7. Value of ‘n’ 0.0358 Side slopes 0.5:19 Free Board 1.00 mNote: The Hydrulic Particulars are to be approved from the competent authority.REACH NO.1.b -From km 0.530 to km 1.060 1. Designed Discharge 983.20 cumecs2. Bed width at start 53.00 m3. Bed width at end 53.00 m4. FSD 11.00 m

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5. Starting Level +253.713m6. Ending Level +253.536m7. Value of ‘n’ 0.0358 Side slopes 0.5:19 Free Board 1.00 mNote: The Hydraulic Particulars are to be approved from the competent authority.

REACH NO.1.c-From km 1.060 to km 1.860 1. Designed Discharge 983.20 cumecs2. Bed width at start 67.00 m3. Bed width at end 67.00 m4. FSD 9.70 m5. Starting Level +253.536m6. Ending Level +253.269m7. Value of ‘n’ 0.0358 Side slopes 0.5:19 Free Board 1.00 mNote: The Hydraulic Particulars are to be approved from the competent authority.REACH NO.1.d -From km 1.860 to km 2.300 1. Designed Discharge 983.20 cumecs2. Bed width at start 70.00 m3. Bed width at end 70.00 m4. FSD 9.50 m5. Starting Level +253.269m6. Ending Level +253.122m7. Value of ‘n’ 0.0358 Side slopes 0.5:19 Free Board 1.00mtNote: The Hydraulic Particulars are to be approved from the competent authority.REACH NO.1.e-From km 2.300 to km 3.560 1. Designed Discharge 983.20 cumecs2. Bed width at start 72.00 m3. Bed width at end 72.00 m4. FSD 6.10 m5. Starting Level +253.122m6. Ending Level +250.780m7. Value of ‘n’ 0.0358 Side slopes 0.5:19 Free Board 1.00 mNote: The Hydraulic Particulars are to be approved from the competent authority.REACH NO.2.a -From km 3.560 to km 4.0001. Designed Discharge 983.20 cumecs

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2. Bed width at start 72.00 m3. Bed width at end 72.00 m4. FSD 6.10 m5. Starting Level +251.780m6. Ending Level +250.401m7. Value of ‘n’ 0.0308 Side slopes 1.5:19 Free Board 1.00 mNote: The Hydraulic Particulars are to be approved from the competent authority.REACH NO.2.b -From km 4.000 to km 8.100 1. Designed Discharge 983.20 cumecs2. Bed width at start 68.00 m3. Bed width at end 68.00 m4. FSD 4.00 m5. Starting Level +250.780m6. Ending Level +242.741m7. Value of ‘n’ 0.0308 Side slopes 1.5:19 Free Board 1.00 mNote: The Hydraulic Particulars are to be approved from the competent authority.REACH NO.2.c -From km 8.100 to km 11.500 1. Designed Discharge 983.20 cumecs2. Bed width at start 62.00 m3. Bed width at end 62.00 m4. FSD 4.00 m5. Starting Level +242.741m6. Ending Level +234.646m7. Value of ‘n’ 0.0308 Side slopes 2:19 Free Board 1.00 mNote: The Hydraulic Particulars are to be approved from the competent authority.

REACH NO.2.d -From km 11.500 to km 14.600 1. Designed Discharge 983.20 cumecs2. Bed width at start 76.00 m3. Bed width at end 76.00 m4. FSD 4.00 m5. Starting Level +234.646m6. Ending Level +230.110m7. Value of ‘n’ 0.0308 Side slopes 2:19 Free Board 1.00 mNote: The Hydraulic Particulars are to be approved from the competent authority.

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REACH NO.2.e -From km 14.600 to km 18.200 1. Designed Discharge 983.20 cumecs2. Bed width at start 76.00 m3. Bed width at end 76.00 m4. FSD 4.00 m5. Starting Level +230.110m6. Ending Level +222.910m7. Value of ‘n’ 0.0308 Side slopes 2:19 Free Board 1.00 mNote: The Hydraulic Particulars are to be approved from the competent authority.REACH NO.3-From km 18.200 to km 25.200 1. Designed Discharge 983.20 cumecs2. Bed width at start 80.00 m3. Bed width at end 80.00 m4. FSD 4.000 m5. Starting Level +222.910m6. Ending Level +213.400m7. Value of ‘n’ 0.0308 Side slopes 2:19 Free Board 1.00 mNote: The Hydraulic Particulars are to be approved from the competent authority.REACH NO.4 to 8 -From km 39.200 to km 133.2001. Designed Discharge 983.20 cumecs2. Bed width at start 130.00 m3. Bed width at end 130.00 m4. FSD 4.00 m5. Starting Level +205.430m6. Ending Level +157.060m7. Value of ‘n’ 0.0308 Side slopes 1.5:19 Free Board 1.00 mNote: The Hydraulic Particulars are to be approved from the competent authority.REACH NO.9-From km 133.200 to km 189.200 1. Designed Discharge 983.20 cumecs2. Bed width at start 180.00 m3. Bed width at end 180.00 m4. FSD 3.20 m5. Starting Level +157.060 m6. Ending Level +125.780 m

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7. Value of ‘n’ 0.0308 Side slopes 1.5:19 Free Board 1.00 m

Note: The Hydraulic Particulars are to be approved from the competent

GENERAL INSTRUCTIONS:

a) The Civil and Hydro mechanical works, Canal Networks, shall be carried out as per the designs and drawings approved by Competent authority.

b) The technical clearance / approval of designs and drawings of EM components shall be obtained from competent authority.

c) The charges for witnessing sump model studies and pump model studies, and other tests for Electrical components, EM & HM components within the country or outside the country shall be borne by the successful Contractor within the contract price quoted.

d) The scope of works includes Design, supply fabrication, inspection testing transportation storage, erection, commissioning of thescheme.

e) Wherever Railway lines, Road crossings, Cart Track, GAIL, Gas Pipe Line, HPCL pipe line, Water supply lines, Power lines and etc., are to be crossed, the successful Contractor has to submit proposals for obtaining permission. These works to be carried out by the successful bidder as per the approved drawings of the respective departments within the agreement except Railway line crossings and National High way crossings and shifting of H.T lines of 132 KV and above.

f) The design, Engineering and drawings of the Main Lift works shall be as per relevant IS Codes, Central Water Commission manuals, APSS and design standards and circulars of Water Resources Department issued from time to time. All matters in respect of Engineering design shall be got approved by competent authority

g) Landscaping in Pump House area, O&M Buildings for the Pump House and Generator for General Power supply for Pump Houses shall be provided by theContractor.

h) Even during execution of work any savings on account of change of approved designs and or basic project parameters by the approving authority should accrue toGovernment.

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VOLUME-I PART-E

PROJECT PROFILE

PREAMBLE:-The objective of the Improvements to escape channel,Nippulavagu,Galeru River and Kundu River from km 0.000 to km 189.200 and Re-gradation of Vagu ,flood protection works and providing High level bridges at enroute villages for improving the capacity of 35000 cusecs Project is to irrigate --------- lakh acres in the 2 districts of Rayalaseema and supply of drinking water to about 33 lakh people, utilizing 40 TMC of flood water from foreshore of Srisailam on Krishna River. PROJECT AREA : Srisailam Reservoir is located across Krishna River, a tributary of Kundu River in Penner River basin. And mainly fed by gravity canal from back waters of Srisailam Dam through Pothireddypadu head and BCR / flow regulator located across the feeder canal. The off take at BCR Complex for which the flood water flow to Somasila Project.Longitude :78º 53’ ELatitude :15º 80’ NLocation and Description of Work Site The Site is located at nearby Banakacherala village and this are the connecting villages alongthe Kundu River vempenta,Guntakandala,Velpanur,Bandiatmakur,Kakanur,Nandyal,Thogarchedu,Madhur,valampadu,Koilkuntla,Harivaram,Nemalledinne,Rajoli and Adinimmayapalli covered of two District ie;Kurnool (Dist) and Kadapa (dt) Andhra Pradesh, India .Roads (best way to approach Project site)Main Road: NH 18 from Kurnool to Kadapa.& NH7 from Kurnool to Anantapur.RAIN FALL:

Average annual rain fall in Kurnool district: 630mm

Proposed Double Lane Road Bridges

Name Chainage Village assembly constituency No,s

Reach 1 At km 1.200 New Banakacherala Nandikotkuru assemblyconstituency 1

Reach 2

At Km 5.070 Vempenta Nandikotkuru assemblyconstituency 1

At Km 8.100 Gunthakandala Nandikotkuru assemblyconstituency 1

At Km 14.500 Velpanuru Srisailam assembly constituency 1

At Km 17.700 Ayyavari palle Srisailam assembly constituency 1

Reach 3

At Km 20.900 Madhavaram Srisailam assembly constituency 1

At Km 23.330 Bojanam Srisailam assembly constituency 1

At Km 25.200 Paramaturu Srisailam assembly constituency 1

Reach 4

At Km 32.500 Bandi atmakur Srisailam assembly constituency 1

At Km 34.100 Kakanuru Srisailam assembly constituency 1Reach

5At Km 39.900 Bheemavaram Nandyal assembly constituency 1

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At Km 56.750 Thogadachedu Panyam assembly constituency 1

At Km 60.900 Madduru Panyam assembly constituency 1

Reach 6

At Km 77.770 Thellapuri Nandyal assembly constituency 1

At Km 88.940 Lingala Banagapalle assembly constituency 1

Reach 7

At Km 91.800 Vallampadu Banagapalle assembly constituency 1

At Km 95.550 Kishittipadu Banagapalle assembly constituency 1

At Km 99.650 Harivaram Allagadda assembly constituency 1

Reach 8

At Km 114.700 Kakarawada Allagadda assembly constituency 1At Km

116.150 Uyyalawada Allagadda assembly constituency 1

Total Bridges 20

VOLUME – I PART – F

LETTER OF TENDER &S C HEDULE - A

Name of the Work : “Improvements to escape channel, Nippula vagu, Galeru River and Kundu River from Km 0.000 to Km 189.200 and Re-gradation of Vagu,flood Protection works and Providing High Level bridges at enroute villages for improving the carrying capacity to 35000 cusecs".

1) The rates and amounts of estimate furnished in Schedule A are inclusive of cost of construction of temporary store shed and cost of engaging technical personnel etc., for the work. Hence the Contractor should quote his bid keeping in view of the above aspects.2) The quoted bid shall include all construction materials. No escalation in rates will be paid. The tenderer has to quote his bid considering all the aspects of the tender to complete the finished item of work as per the A.P.S.S. & I.S. specifications, the special specifications appended Drawing etc.,3) If there is any contradiction between A.P.S.S. and I.S. Specification, listed and detailed technical specifications, the latter shall prevail.4) In case of a job for which specifications are not available with schedule or in APSS or in I.S. code and are required to be prescribed, such work shall be carried out in accordance with the written instructions of the Engineer-in-Charge recorded in the "Order Book".5) The contractor should use the excavated useful soils and stone for construction purpose. Soils used for construction either for homogeneous section or in hearting or in casing zone based on the suitability will be at free of cost and the cost of stone used for construction purpose will be recovered from the Contractors bills at SS rates +/- Tender Premium.The Contractor should quote his bid keeping in view of the above aspects.6) The actual mix proportion by weight to be adopted during execution will be got designed in the laboratories to suit the grade of concrete and mortar to be used. It will be the responsibility of the Contractor to manufacture concrete and mortar of required strength. The less usage of cement due to change in mix proportion and the design proportion, if any that will be evolved in the laboratory will be recovered from the Contractor. No cost due to variation of other materials of mix due to change in mix design (i.e., other than cement) will be paid or recovered.Note: No bulkage in concrete will be allowed.

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7) The quoted bid shall also include the work of any kind necessary for the due and satisfactory construction, completion and maintenance of the works to be intent and meaning of the drawings and these specifications and further drawings and orders that may be issued by the Engineer from time to time. The quoted bid shall include compliance by the contractor with all the general conditions of contract, whether specifically mentioned or not in the various clauses of these specifications, all materials apparatus, plant, equipment, tools, fuel, water, strutting, timbering, transport, offices, stores, workshop, staff, labour and the provision of proper and sufficient protective works, temporary fencing and lighting.It shall also include safety of workers, first-aid equipment, suitable accommodation for the staff and workmen, with adequate sanitary arrangements, the effecting and maintenance of all insurance, the payment of all wages, salaries, fees, royalties, duties or other charges arising out of the erection of works and the regular clearance of rubbish, reinstatement and clearing-up of the site as may be required on completion of works safety of the public and protection of the works and adjoining land.The contractor shall ensure that, the quoted bid shall cover all stages of work such assetting out, selection of materials, selection of construction methods, selection of equipment and plant, deployment of personnel and supervisory staff,quality control testing etc.The work of building in quality assurance shall be deemed to be covered in the quoted bid.

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SCHEDULE - A

NAME OF WORK:-“Improvements to escape channel, Nippula vagu, Galeru River and Kundu River from Km 0.000 to Km 189.200 and Re-gradation of Vagu,flood Protection works and Providing High Level bridges at enroute villages for improving the carrying capacity to 35000 cusecs.”

Part- A

Sl. No

Quantity (only

Figures)Item Detailed Specification Description

Work Type eg. Earth Work,

Electrical works.. etc ( upto 200 Characters)

Item Short Description ( upto 100 Characters)

APSS / Morth Cl. Number ( upto 200

Characters)

Rate (INR) ( Upto

2 Decima

ls )

UOM( upto

50 Character s)

Amount (INR)

Sl no

Estimate Quantity

(only Figures)

Description

Work Type eg. Earth Work,

Electrical works.. etc( upto 200

Characters)

Item Short Description

( upto 100 Characters)

APSS / Morth Cl. Number ( upto 200

Characters)

Rate (INR)

( Upto 2 Decimals

)

UOM( upto 50 Characte

rs)

Amount (INR) ( Upto 2

Decimals )

1 4843520

Clearing thin jungle growth (more than 50 percent open space ) including bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same as directed etc., complete. (IRR-PMW-1-1)

Clearing thin jungle growth (more than 50 percent open space ) including bushes upto 30 cm

Clearing thin jungle growth (more than 50 percent open space ) including bushes upto 30 cm

As per APSS No.201 & as

directed by the Department

1.70 Sqm 8233984.00

2 126.134

Carrying and Establishing of D.C.B.M.s at every 1/2 KM by conducting double check leveling as per standard specifications connecting from nearest G.T.S.bench mark including cost of materials, labour charges, rent for instruments and office accomodation, hire charges of vehicles and all incidental and operational charges required etc., complete and furnishing six copies of DCBM registers including hard and soft copies as per guidelines and standards of the department and IS specifications for finished item of work.

Carrying and Establishing of D.C.B.M.s at every 1/2 KM by conducting double check

Carrying and Establishing of D.C.B.M.s at every 1/2 KM by conducting double check

As directed by the Department 4742.39 Km 598176.62

3 59.125 Conducting Preliminary investigation of Vagu and River course for Reconnaissance survey and finalising the alignment of Vagu

Conducting Preliminary

Conducting Preliminary investigation of Vagu

As directed by the Department

52799.73 Month 3121784.04

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and River course as per standard specificatios and guidelines including Chain survey including cost of all materials, labour charges, rent for instruments and office accomodation, hire charges of vehicles and all incidental and operational charges required etc., including furnishing the Data and Field Books in hard and soft copies etc., as per guidelines and standards of the department and IS specifications etc., complete for finished item of work.

investigation of Vagu and River course for Reconnaissance survey

and River course for Reconnaissance survey

4 23.65

Conducting Detailed final survey or detailed investigation of Vagu and River course including Longitudinal Section at 25m intervals and Cross Sections at 25m intervals at every 5m for a width of 100m on both sides of canal and at closer intervals at structure locations as per standard specificatios and guidelines including finalisation of structures along with location and OT Sluices and supply of plans neatly drawn duly noting all structures details etc., including cost of drawings, materials, labour charges, rent for instruments and office accomodation, hire charges of vehicles and all incidental and operational charges required etc., including furnishing the Data and Field Books in hard and soft copies etc., as per guidelines and standards of the department and IS specifications etc., complete for finished item of work.

Conducting Detailed final survey or detailed investigation of Vagu and River course including Longitudinal

Conducting Detailed final survey or detailed investigation of Vagu and River course including Longitudinal

As directed by the Department 52799.73 Month 1248713.61

5 379.4

Conducting Geophysical Investigation studies by electrical resistivity method in stage of 5m for sub-surface details such as depth of formations,Shearzones,classification of strata,depth of water table etc., including cost of all materials,equipments,labour,analysing and reporting the details of field studies conducted etc.,Complete excluding cost of tranportation arrangements including all incidental and operational charges required etc., and furnishing the copies of results in hard and soft copies etc., complete as per guidelines and standards of the department and IS specifications etc., complete for finished item of work.

Conducting Geophysical Investigation studies by electrical

Conducting Geophysical Investigation studies by electrical

As directed by the Department 351.90 Nos 133510.86

6 39.42 Preparation of Hydraulic Particulars of Vagu and River course including Longitudinal Sections and Cross sections at 25 mt intervals for execution of main canal neatly drawn in the

Preparation of Hydraulic Particulars of Vagu and River

Preparation of Hydraulic Particulars of Vagu and River course

As directed by the Department

328974.46

Month 12968173.21

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departmental specified sizes as per ISI Standards, CE/CDO guidelines and standard specifications of the department including all materials required, cost of drawings, plans etc., complete and supply of one copies of approved drawings, plans in hard and soft copies etc., complete finished item of work.

course including Longitudinal including Longitudinal

7 5

Preparation of Designs and drawings of road Bridges for Vagu and River course as per ISI and IRC Standards, CE/CDO guidelines and standard specifications of the department including all materials required and supply of one copies of approved designs, drawings in the departmental specified sizes etc., complete in hard and soft copies as per guidelines and specifications of the department etc., complete for finished item of work.

Preparation of Designs and drawings of road Bridges for Vagu and River course as per ISI

Preparation of Designs and drawings of road Bridges for Vagu and River course as per ISI

As directed by the Department 44789.87 Nos 223949.37

8 1703

Providing and fixing 20 x 20 x 75 cm size center line stones including cost of all materials, labour, engraving marks, fixing in position, murum filling etc., complete with all leads and all lifts as per standard specifications.( IRR-PMW-2-7 ).

Providing and fixing 20 x 20 x 75 cm size center line stones including cost of all materials,

Providing and fixing 20 x 20 x 75 cm size center line stones including cost of all materials,

As per APSS No.1518 & as

directed by the Department

219.89 Nos 374472.67

9 190

Providing and fixing 20 x 20 x 75 cm size permanent bench mark stone in CC 1 :3 : 6 block of size 90 x 90 x 120 cm using 40 mm down size graded coarse aggregate and providing 35 cm thick 30 cm high UCR masonry in CM 1 : 5 proportion protective wall alround the BM stone, including cost of all materials, labour, dressing top surface of stone, engraving BM data on top surface, excavation, finishing, curing etc., complete with all leads and all lifts as per standard specifications.(IRR-PMW-2-9 )

Providing and fixing 20 x 20 x 75 cm size permanent bench mark stone in CC 1 :3 : 6 block

Providing and fixing 20 x 20 x 75 cm size permanent bench mark stone in CC 1 :3 : 6 block

As per APSS No.402 & as

directed by the Department

7175.20 Nos 1363288.00

10 1

Preparation of Land Plan Schedules for canals, Pressure Mains & Reservoirs fore shore as per standard specifications including labour charges and supply of 6 copies of plans neatly drawn duly noting ground profile , including cost of drawing materials, as directed by the Engineer-in-charge, excluding computor and xerox charges.

Preparation of Land Plan Schedules for canals, Pressure Mains & Reservoirs fore shore as per standard specifications including labour

Preparation of Land Plan Schedules for canals, Pressure Mains & Reservoirs fore shore as per standard specifications including labour

As directed by the Department

200000.00 1 job 200000.00

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11 1

Preparation of survey, design, drawing and estimateion for each lift consisting of Pumphouse structure, Electro Mechanical and Hydro Mechanical equipment, Pressure Mains and allied works including formation of Reservoir/Improvements to existing tank with all allied works for required capacity as per standard specifications excluding service tax and all incidental and operational charges etc complete for finished item of work for Construction purpose

Preparation of survey, design, drawing and estimateion for each lift consisting of

Preparation of survey, design, drawing and estimateion for each lift consisting of

As directed by the Department

100000.00 1 job 100000.00

12 1

Collection of data and Preparation of Estimates as per CWC norms and furnishing six copies including cost of all materials and all incidental and operational charges excluding service tax etc., required to carryout the finished item of work as directed by the Engineer-in-Charge.

Collection of data and Preparation of Estimates as per CWC norms and furnishing six copies

Collection of data and Preparation of Estimates as per CWC norms and furnishing six copies

As directed by the Department

100000.00 1 job 100000.00

13 1164

Drilling 80 mm dia hole through over-burden using casing shoe bit vertical or inclined upto 10 degrees to vertical as directed including cost of all materials, machinery, labour, water charges, reaming, collection of wash samples at suitable intervals, logging and lebelling, supplying honne wood core box, fixing casing pipes ( excluding cost of casing pipes ) etc., complete for depth upto 30 m from surface. 1. For driiling through over-burden beyond 30 m from surface increase the rate per Rm by 10 percent. 2. For providing HDPE or light black MS casing pipe add the cost of pipe per Rm for the all reservoirs IRR-PMW-2-4

Drilling 80 mm dia hole through over-burden using casing shoe bit vertical or inclined upto 10 degrees to vertical as directed including cost o

Drilling 80 mm dia hole through over-burden using casing shoe bit vertical or inclined upto 10 degrees to vertical as directed including cost o

As directed by the Department 1242.90 1 Rmt 1446735.60

14 1860

Drilling 76 mm dia ( NX ) core hole in hard rock using diamond upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges, collection of core samples, logging and lebelling, supplying honne wood core boxcore bit vertical / inclined and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface. IRR-PMW-2-5

Drilling 76 mm dia ( NX ) core hole in hard rock using diamond upto 10 degree to vertical as

Drilling 76 mm dia ( NX ) core hole in hard rock using diamond upto 10 degree to vertical as

As directed by the Department 6301.90 1 Rmt 11721534.00

15 1366 Drilling 76 mm dia ( NX ) core hole in all types of rocks (other than Hard Rock) including Masonry/CC (where drilling is not possible by casing shoe) using diamond core bit vertical / inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges, and redrilling

Drilling 76 mm dia ( NX ) core hole in all types of rocks (other than Hard Rock) including

Drilling 76 mm dia ( NX ) core hole in all types of rocks (other than Hard Rock) including

As directed by the Department

4097.70 1 Rmt 5597458.20

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in case of collapse of sides etc., complete for depth upto 30 m from surface for Primary and Secondary Holes IRR-PMW-2-5-A New Item (2015-16)-5

16 43165.21

Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. ( depth upto 3 meters)

Earth work in excavation in all kinds of soils of foundation of structures

Earth work in excavation in all kinds of soils of foundation of structures

S.S 3 & 301,308 of APSS 95.10 Cum 4105011.47

17 37645821.77

Excavation in all kinds of soil including boulders upto 0.3 m diameter for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for the formation of service road / embankment as directed etc., complete with initial lead upto 1 km and all lifts.

Excavation in all kinds of soil including boulders upto 0.3 m diameter for canal,

Excavation in all kinds of soil including boulders upto 0.3 m diameter for canal,

S.S 3 & 301,308 of APSS 98.80 Cum 3719407190.88

18 14982808.24

Excavation in ordinary rock (including HDR) without blasting including boulders above 0.30 m upto 0.6 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including dressing of bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soft rock neatly in dump area or for formation of service road as directed etc., complete with lead upto 1 km and all lifts.

Excavation in ordinary rock (including HDR) without blasting including boulders

Excavation in ordinary rock (including HDR) without blasting including boulders

S.S 3 & 301,308 of APSS 134.50 Cum 2015187708.28

19 26915.00

Excavation in ordinary rock (including HDR) without blasting including boulders above 0.30 m upto 0.6 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including dressing of bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soft rock neatly in dump area or for formation of service road as directed etc., complete with lead upto 1 km and all lifts.

Excavation in ordinary rock (including HDR) without blasting including boulders

Excavation in ordinary rock (including HDR) without blasting including boulders

S.S 3 & 301,308 of APSS 67.25 Cum 1810033.75

20 13496579.00

Excavation in hard rock (including F&F rock) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for canals, seating of embankment, filter drain / catch water drains etc.,

Excavation in hard rock (including F&F rock) requiring

Excavation in hard rock (including F&F rock) requiring blasting

S.S 3 & 301,308 of APSS

205.70 Cum 2776246300.30

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including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated rock in dump area or for formation of service road as directed etc., complete with lead upto 1 km and all lifts.

blasting including boulders including boulders

21 498750.00

Excavation in hard rock by blasting including boulders above 1.2 m dia. for canals, seating embankment etc., including levelling bed by removing all projections by hammering / chiselling, cost of all materials, machinery, labour, placing the excavated rock neatly in approved dump area and levelling the same as directed etc.,complete with initial lead upto 1 km and all lifts.i ) The rate under this item shall be adopted for canals designed for carrying capacity of more than 15 cumecs or where the average depth of excavation in hard rock is more than 3 m.ii ) The rate includes levelling canal bed by hammering /chiselling all rock projections wherever required.

Excavation in hard rock by blasting including boulders above 1.2 m dia. for canals,

Excavation in hard rock by blasting including boulders above 1.2 m dia. for canals,

S.S 3 & 301,308 of APSS 302.30 Cum 150772125.00

22 7702149.25

Providing hearting / casing embankment with homogeneous soil from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

Providing hearting / casing embankment with homogeneous soil

Providing hearting / casing embankment with homogeneous soil

S.S 3 & 301,303 of APSS 238.84 Cum 1839581326.87

23 331335.00

Providing hearting / casing embankment with homogeneous soil from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

Providing hearting / casing embankment with homogeneous soil

Providing hearting / casing embankment with homogeneous soil

S.S 3 & 301,303 of APSS 259.99 Cum 86143786.65

24 268107.00 Excavation for foundation in hard rock (including F&F rock) including boulders above 0.6 m upto 1.2 m dia. by controlled blasting and controlling fly rock by muffling arrangements for

Excavation for foundation in hard rock (including F&F

Excavation for foundation in hard rock (including F&F

S.S 3 & 301,308 of APSS

367.20 Cum 98448890.40

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dam, spillway, intake structure and other appurtenant works and other open foundation works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all leads. This data is valid only at Village permises, Temple,Bridges Location and High Trasition power lines ares.

rock) including boulders

rock) including boulders

25 12944.18

Providing and laying sand blanket below embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.

Providing and laying sand blanket below

Providing and laying sand blanket below

As Directed by the Department 671.28 Cum 8689169.15

26 114.31

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum). for Foundation of abutment, Wing walls and Side Walls.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm

S.S 4 & 402 of APSS 6131.36 Cum 700875.76

27 1573.56

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) for Wing walls,Abutments and Side walls.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 20 N / sq mm )

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 20 N / sq mm )

S.S 4 & 402 of APSS 6712.27 Cum 10562159.58

28 29464.00 Providing and fixing 100 mm dia perforated PVC pipes 40 cm long for Weep holes including cost of all materials, labour, drilling 8 mm dia holes etc. complete with all leads and lifts.

Providing and fixing 100 mm dia perforated PVC pipes 40 cm long for Weep

Providing and fixing 100 mm dia perforated PVC pipes 40 cm long for Weep holes

As Directed by the Department

174.97 Rm 5155316.08

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holes including cost of all materials, labour,

including cost of all materials, labour,

29 11728.30 supply of expansion joint filler Board for buildings,columns,beams and slabs 20 mm thick.

supply of expansion joint filler Board for buildings,columns

supply of expansion joint filler Board for buildings,columns

As Directed by the Department 263.00 Sqm 3084542.90

30 28295.18

( Data adopted from MORTH) (manual means of excavation and conveyance)Excavation in ordnary rock (including HDR) without blasting for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m.

Excavation in ordnary rock (including HDR) without blasting for foundations of canal cross

Excavation in ordnary rock (including HDR) without blasting for foundations of canal cross

S.S 3 & 301,308 of APSS 121.30 Cum 3432205.33

31 104.22

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) for leveling Course.

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade

S.S 4 & 402 of APSS 5848.25 Cum 609504.62

32 418.95

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 310 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum). . foundation concrete for Pier Foundation .

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm )

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm )

S.S 4 & 402 of APSS 6495.22 Cum 2721172.42

33 35.34 Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-30 (

Providing and laying insitu vibrated M-30

S.S 4 & 402 of APSS

7399.81 Cum 261509.29

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cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). for Bed Block,Dirt wall, Approch Slab, Pedastal.

28 days cube compressive strength not less than 20 N / sq mm ) grade cement

( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement

34 618.17

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for deck slab & kerb including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm )

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm )

S.S 4 & 402 of APSS 10172.05 Cum 6288056.15

35 52.61

Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm )

Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm )

S.S 4 & 402 of APSS 6619.11 Cum 348231.38

36 17.16 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,

Providing and laying insitu vibrated M-20 ( 28 days cube

Providing and laying insitu vibrated M-20 ( 28 days cube

S.S 4 & 402 of APSS

8806.64 Cum 151121.94

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hard, graded aggregates for columns and beams including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum).If water is to be brought from other place add only lead charges @ 500 ltr / cum.

compressive strength not less than 20 N / sq mm )

compressive strength not less than 20 N / sq mm )

37 2415000.00

Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with 1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 50 and all lifts.

Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning,

Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning,

S.S 4 & 403 of APSS 56.60 Kgs 136689000.00

38 616.00

Providing and constructing contraction joints by fixing 310 mm wide central bulb type approved quality PVC water stop in two lines with 8 mm diameter steel dowel rods on either side at 1m interval, forming 125 x 125 mm size groove in between two water stops, providing & fixing 15 mm dia two legged G.I pipe with U-bend at bottom for circulation steam at interval, forming 150 mm diameter formed drain behind water seals including filling groove with asphalt, circulation of steam at intervals, cost of all materials, machinery, labour etc., complete with all leads and lifts.

Providing and constructing contraction joints by fixing 310 mm wide central bulb type approved quality

Providing and constructing contraction joints by fixing 310 mm wide central bulb type approved quality

As Directed by the Department 2227.70 Nos 1372263.20

39 948.00

Supply and Fixing of Elastomeric bearing assembly consisting of 7 layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation, complete with all components as per drawing and Technical Specifications.

Supply and Fixing of Elastomeric bearing assembly consisting of 7

Supply and Fixing of Elastomeric bearing assembly consisting of 7

As Directed by the Department 4300.00 Nos 4076400.00

40 16173.41

Dismantling of existing structures like culverts ,bridges,retaining walls and other structures comprising of masonry,cement concrete,wood work,steel work including T&P scaffolding where ever necessary sorting the dismantled material, disposal of unserviceable material and stacking serviceable material with all lifts and lead of 1000 m as per technical specification clause 202MORD/MORTH

Dismantling of existing structures like culverts ,bridges,retaining walls and other structures comprising of masonry,cement

Dismantling of existing structures like culverts ,bridges,retaining walls and other structures comprising of masonry,cement

As Directed by the Department 323.31 Cum 5229034.40

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41 5487.92

Dismantling of existing structures like culverts ,bridges,retaining walls and other structures comprising of masonry,cement concrete,wood work,steel work including T&P scaffolding where ever necessary sorting the dismantled material, disposal of unserviceable material and stacking serviceable material with all lifts and lead of 1000 m as per technical specification clause 202MORD/MORTHBy Mechanical MeansA.Cement Concrete

Dismantling of existing structures like culverts ,bridges,retaining walls and other structures comprising

Dismantling of existing structures like culverts ,bridges,retaining walls and other structures comprising

As Directed by the Department 1238.00 Cum 6794044.96

42 31652.74

Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m.

Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia.

Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia.

S.S 3 & 301,308 of APSS 414.90 Cum 13132721.83

43 672.35

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). for Pier Super-Structure.

Providing and laying insitu vibrated M-25 ( 28 days cube compressive

Providing and laying insitu vibrated M-25 ( 28 days cube compressive

S.S 4 & 402 of APSS 7190.75 Cum 4834700.76

44 11235.46 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum). for Foundation of abutment, Wing walls and Side

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength

S.S 4 & 402 of APSS

6116.42 Cum 68720792.25

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Walls.

45 35776.20

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) for Wing walls,Abutments and Side walls.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength

S.S 4 & 402 of APSS 6697.32 Cum 239604659.78

46 373.70

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) for leveling Course.

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength

S.S 4 & 402 of APSS 5833.30 Cum 2179904.21

47 1197.00

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 310 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum). . foundation concrete for Pier Foundation .

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength

S.S 4 & 402 of APSS 6480.28 Cum 7756895.16

48 133.78 Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,

Providing and laying insitu vibrated M-30 ( 28 days cube

Providing and laying insitu vibrated M-30 ( 28 days cube

S.S 4 & 402 of APSS

7387.54 Cum 988305.10

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hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). for Bed Block,Dirt wall, Approch Slab, Pedastal.

compressive strength compressive strength

49 1677.72

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for deck slab & kerb including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength

S.S 4 & 402 of APSS 10159.78 Cum 17045266.10

50 162.09

Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

Providing and laying insitu M- 30 ( 28 days cube compressive strength

Providing and laying insitu M- 30 ( 28 days cube compressive strength

S.S 4 & 402 of APSS 6606.84 Cum 1070902.70

51 51.48 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for columns and beams including cost

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength

S.S 4 & 402 of APSS

8794.37 Cum 452734.17

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of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum).If water is to be brought from other place add only lead charges @ 500 ltr / cum.

52 952.00

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). for Pier Super-Structure.

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using

S.S 4 & 402 of APSS 7178.48 Cum 6833912.96

53 90312.50

Forming embankment with borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil,excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as perMoRT&H specification 305 (4th revision) (Payment will be madebased on level for finished item of work) with borrowed earth from 10.0 km lead

Forming embankment with borrowed useful earth from outside road boundary by mechanical means upto SDR

Forming embankment with borrowed useful earth from outside road boundary by mechanical means upto SDR

S.S 3 & 303 of APSS 243.33 Cum 21975740.63

54 675.00 Construction of Granular sub-base by providing HBT material confirming to Grading - III of MoRT&H Table 400-2 including cost, seigniorage charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or

Construction of Granular sub-base by providing HBT material confirming

Construction of Granular sub-base by providing HBT material confirming to

As Directed by the Department

914.89 Cum 617550.75

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by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (4th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work).

to Grading - III of MoRT&H Table 400-2

Grading - III of MoRT&H Table 400-2

55 900.00

Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix macadem specification including cost,seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive thedesired density etc., as directed by the Engineer-in-Charge and as perMoRT&H specification.406 (4th revision) for finished item of work. (Payment based on levels for finished item of work)

Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix

Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix

As per MoRT&H specification.406 (4th revision)

andAs Directed by

the Department

1082.38 Cum 974142.00

56 21675.00

Providing and applying prime coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.70 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-charge

Providing and applying prime coat with bitumen emulsion (SS1) Bulk using emulsion pressure

Providing and applying prime coat with bitumen emulsion (SS1) Bulk using emulsion pressure

As per MoRT&H Specification

502 (5th revision) and

As Directed by the Department

21.45 Sqm 464928.75

57 21675.00

Providing and applying Tack Coat with bitumen emulsion(medium setting) (bulk) usingemulsion pressure distributor at the rate of 0.20 Kg per sqm on theprepared bituminous/granular surface cleaned with mechanicalbroom.for finished item of work as directed by the Engineer-in-Charge, as per MoRTH specification No. 503.

Providing and applying Tack Coat with bitumen emulsion(medium setting) (bulk)

Providing and applying Tack Coat with bitumen emulsion(medium setting) (bulk)

As per MoRTH specification

No. 503 and As Directed by the

Department

7.67 Sqm 166247.25

58 4500.00 Providing , laying of close graded premix surfacing material ( Mixed seal surfacing) of 25 mm thickness by hot mix plant using hard blasted trap crushed aggregates of 13.2mm to 0.09mm (Type 'B') as per table 500-26 of specification 512 of MoRT&H (4th Revision), working out to 0.3375 cum/10 sqm,

Providing , laying of close graded premix surfacing material ( Mixed seal surfacing) of 25 mm

Providing , laying of close graded premix surfacing material ( Mixed seal surfacing) of 25 mm thickness by

As per MoRT&H

Specification 512 (4th

Revision) and As

145.98 Sqm 656910.00

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premixed with bituminous binder 60/70 grade @ 23.75 Kg per 10 Sqm area, including cost and seigniorage of all materials and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MoRT&H Specification 512 (4th Revision) complete for finished item of work in all respects as directed by Engineer-in-charge.

thickness by hot mix plant hot mix plant Directed by the

Department

59 75.00

Supplying , laying and jointing 1800 mm dia.NP-2 class or IRC standard hume pipes in CM1:2 proportion by volume including cost of all materials (excluding pipes and collars ),machinery, labour, aligning, packing, joints with hemp, finishing etc. (NON Pressure)

Supplying , laying and jointing 1800 mm dia.NP-2 class or IRC standard hume pipes in CM1:2 proportion by volume including

Supplying , laying and jointing 1800 mm dia.NP-2 class or IRC standard hume pipes in CM1:2 proportion by volume including

As Directed by the Department 9589.42 Rm 719206.50

60 57.00

VERTICAL LIFT GATES-EM PARTSDesign, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, slide tracks, seal seats, guide rails, dogging sets for storage of stoplog elements etc., with all accessories for spillway stop log gates and other vertical lift elements including cost of all materials, machinery, labour, etc., complete as per specifications and approved drawings.

Design, fabrication, supply, erection and commissioning of embedded parts

Design, fabrication, supply, erection and commissioning of embedded parts

As Directed by the Department

169433.50 Ton 9657709.50

61 90.00

VERTICAL LIFT GATES/STOP LOGS - ROLLER MOUNTEDDesign, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift service gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide rollers, ballast blocks, teflon claded rubber seals etc., with all accessories for river sluice / canal sluice vent including cost of all materials, machinery, labour,welding ,aligning finishing seal fixing etc.with all leads and lifts, complete as per specifications and approved drawings.

Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift service gate

Item Short Description ( upto 100 Characters)

As Directed by the Department

147310.20 Ton 13257918.00

62 25.23 MANUAL OPERATED ROPE DRUM HOISTSDesign, fabrication, supply, erection, testing and commissioning of adequate capacity manually operated rope drum hoist consisting of hoist platform, rope drum, gear system, brake system, wire rope, ladder etc., with all

Design, fabrication, supply, erection, testing and commissioning of adequate

Design, fabrication, supply, erection, testing and commissioning of adequate

As Directed by the Department

69865.00 Ton 1762693.95

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accessories for operating canal regulator radial gate including cost of all materials, machinery, labour, welding, finishing, cleaning, ., complete with all leads and lifts.

63 402.00

E.M Parts OF ALL TYPES OF GATES Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaning,applying primary coat with one coat of Protective Mastic to athickness of 70+5 microns ,followed by finishing coats 2 coats with coal tar epoxy each coat with a DFT of 150+5 microns and total DFT of all coats including Primary coat should not be less than 350 microns with material, labour and all accessories with all leads and lifts.

Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After

Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After

As Directed by the Department 595.60 Sqm 239431.20

64 16714.32

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum). for Foundation of abutment, Wing walls and Side Walls.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm )

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm )

S.S 4 & 402 of APSS 5965.83 Cum 99714791.69

65 48361.50

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) for Wing walls,Abutments and Side walls.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 20 N / sq mm )

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 20 N / sq mm )

S.S 4 & 402 of APSS 6546.73 Cum 316609682.90

66 520.25 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade

Providing and laying insitu vibrated M-10 (

Providing and laying insitu vibrated M-10

S.S 4 & 402 of APSS

5682.72 Cum 2956435.08

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cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) for leveling Course.

28 days cube compressive strength not less than 10 N / sq mm ) grade

( 28 days cube compressive strength not less than 10 N / sq mm ) grade

67 1855.35

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 310 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum). . foundation concrete for Pier Foundation .

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 6329.69 Cum 11743790.34

68 95.74

Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). for Bed Block,Dirt wall, Approch Slab, Pedastal.

Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 7256.71 Cum 694757.42

69 1258.29 Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for deck slab & kerb including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling,

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS

10028.95 Cum 12619327.50

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vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

70 121.57

Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade

Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade

S.S 4 & 402 of APSS 6476.01 Cum 787288.54

71 38.61

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for columns and beams including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum).If water is to be brought from other place add only lead charges @ 500 ltr / cum.

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement

S.S 4 & 402 of APSS 8663.54 Cum 334499.28

72 714.00 Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS

7047.65 Cum 5032022.10

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position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). for Pier Super-Structure.

73 506.25

Construction of Granular sub-base by providing HBT material confirming to Grading - III of MoRT&H Table 400-2 including cost, seigniorage charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (4th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work).

Construction of Granular sub-base by providing HBT material confirming to Grading - III of MoRT&H

Construction of Granular sub-base by providing HBT material confirming to Grading - III of MoRT&H

As per MoRT&H Specification

401 (4th revision) and As Directed by the

Department

775.96 Cum 392829.75

74 675.00

Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix macadem specification including cost,seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive thedesired density etc., as directed by the Engineer-in-Charge and as perMoRT&H specification.406 (4th revision) for finished item of work. (Payment based on levels for finished item of work)

Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix macadem specification

Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix macadem specification

As per MoRT&H specification.406 (4th revision) and As Directed

by the Department

930.70 Cum 628222.50

75 3375.00 Providing , laying of close graded premix surfacing material ( Mixed seal surfacing) of 25 mm thickness by hot mix plant using hard blasted trap crushed aggregates of 13.2mm to 0.09mm (Type 'B') as per table 500-26 of specification 512 of MoRT&H (4th Revision), working out to 0.3375 cum/10 sqm, premixed with bituminous binder 60/70 grade @ 23.75 Kg per 10 Sqm area, including cost and seigniorage of all materials and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment,

Providing , laying of close graded premix surfacing material ( Mixed seal surfacing) of 25 mm thickness by hot

Providing , laying of close graded premix surfacing material ( Mixed seal surfacing) of 25 mm thickness by hot

As per MoRT&H Specification

512 (4th Revision) and As Directed by the

Department

139.57 Cum 471048.75

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224

rolling with smooth wheeled roller 8 to 10 Tonnes as per MoRT&H Specification 512 (4th Revision) complete for finished item of work in all respects as directed by Engineer-in-charge.

76 75.00

Supplying , laying and jointing 1800 mm dia.NP-2 class or IRC standard hume pipes in CM1:2 proportion by volume including cost of all materials (excluding pipes and collars ),machinery, labour, aligning, packing, joints with hemp, finishing etc. (NON Pressure)

Supplying , laying and jointing 1800 mm dia.NP-2 class or IRC standard hume pipes in CM1:2

Supplying , laying and jointing 1800 mm dia.NP-2 class or IRC standard hume pipes in CM1:2

As Directed by the Department 9363.64 Rmt 702273.00

77 86.28

Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). for Bed Block,Dirt wall, Approch Slab, Pedastal.

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 7265.78 Cum 626891.50

78 1245.47

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for deck slab & kerb including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 10038.02 Cum 12502052.77

79 117.29 Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing,

Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm )

Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade

S.S 4 & 402 of APSS

6485.08 Cum 760635.03

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placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

grade

80 38.61

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for columns and beams including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum).If water is to be brought from other place add only lead charges @ 500 ltr / cum.

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 8672.61 Cum 334849.47

81 761.60

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). for Pier Super-Structure.

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 7056.72 Cum 5374397.95

82 337.50 Construction of Granular sub-base by providing HBT material confirming to Grading - III of MoRT&H Table 400-2 including cost, seigniorage charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and

Construction of Granular sub-base by providing HBT material confirming to Grading - III

Construction of Granular sub-base by providing HBT material confirming to Grading - III

As per MoRT&H Specification

401 (4th revision) and As Directed by the

Department

741.20 Cum 250155.00

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compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (4th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work).

83 450.00

Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix macadem specification including cost,seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive thedesired density etc., as directed by the Engineer-in-Charge and as perMoRT&H specification.406 (4th revision) for finished item of work. (Payment based on levels for finished item of work)

Providing, Laying, Spreading and compacting graded HBT crushed stone

Providing, Laying, Spreading and compacting graded HBT crushed stone

As per MoRT&H specification.406 (4th revision) and As Directed

by the Department

895.00 Cum 402750.00

84 2250.00

Providing , laying of close graded premix surfacing material ( Mixed seal surfacing) of 25 mm thickness by hot mix plant using hard blasted trap crushed aggregates of 13.2mm to 0.09mm (Type 'B') as per table 500-26 of specification 512 of MoRT&H (4th Revision), working out to 0.3375 cum/10 sqm, premixed with bituminous binder 60/70 grade @ 23.75 Kg per 10 Sqm area, including cost and seigniorage of all materials and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MoRT&H Specification 512 (4th Revision) complete for finished item of work in all respects as directed by Engineer-in-charge.

Providing , laying of close graded premix surfacing material ( Mixed seal surfacing) of 25 mm thickness

Providing , laying of close graded premix surfacing material ( Mixed seal surfacing) of 25 mm thickness

As per MoRT&H Specification

512 (4th Revision) and As Directed by the

Department

138.06 Cum 310635.00

85 150.00

Supplying , laying and jointing 1800 mm dia.NP-2 class or IRC standard hume pipes in CM1:2 proportion by volume including cost of all materials (excluding pipes and collars ),machinery, labour, aligning, packing, joints with hemp, finishing etc. (NON Pressure)

Supplying , laying and jointing 1800 mm dia.NP-2 class or IRC standard hume pipes in CM1:2

Supplying , laying and jointing 1800 mm dia.NP-2 class or IRC standard hume pipes in CM1:2

As Directed by the Department 9222.53 Rmt 1383379.50

86 6354.34 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean,

Providing and laying insitu vibrated M-15 ( 28 days cube

Providing and laying insitu vibrated M-15 ( 28 days cube

S.S 4 & 402 of APSS

5837.67 Cum 37094539.99

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227

hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum). for Foundation of abutment, Wing walls and Side Walls.

compressive strength not less than 15 N /sq mm ) grade

compressive strength not less than 15 N /sq mm ) grade

87 18473.40

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) for Wing walls,Abutments and Side walls.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 20 N / sq mm )

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 20 N / sq mm )

S.S 4 & 402 of APSS 6418.57 Cum 118572811.04

88 359.98

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) for leveling Course.

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade

S.S 4 & 402 of APSS 5554.56 Cum 1999530.51

89 1436.40 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS

6201.53 Cum 8907877.69

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content: 310 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum). . foundation concrete for Pier Foundation .

90 129.42

Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). for Bed Block,Dirt wall, Approch Slab, Pedastal.

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 7148.84 Cum 925202.87

91 1868.20

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for deck slab & kerb including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 9921.08 Cum 18534561.66

92 175.94 Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt.

Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade cement concrete using 20 mm down size

Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade cement concrete using 20 mm down size

S.S 4 & 402 of APSS

6368.14 Cum 1120410.55

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229

of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

93 57.92

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for columns and beams including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum).If water is to be brought from other place add only lead charges @ 500 ltr / cum.

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 8555.67 Cum 495544.41

94 1142.40

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). for Pier Super-Structure.

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 6939.78 Cum 7928004.67

95 3375.00 Providing , laying of close graded premix surfacing material ( Mixed seal surfacing) of 25 mm thickness by hot mix plant using hard blasted trap crushed aggregates of 13.2mm to 0.09mm (Type 'B') as per table 500-26 of specification 512 of MoRT&H (4th Revision), working out to 0.3375 cum/10 sqm, premixed with bituminous binder 60/70 grade @ 23.75 Kg per 10 Sqm area, including cost and seigniorage of all materials and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per

Providing , laying of close graded premix surfacing material

Providing , laying of close graded premix surfacing material

As per MoRT&H Specification

512 (4th Revision) and As Directed by the

Department

133.54 Sqm 450697.50

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230

MoRT&H Specification 512 (4th Revision) complete for finished item of work in all respects as directed by Engineer-in-charge.

96 75.00

Supplying , laying and jointing 1800 mm dia.NP-2 class or IRC standard hume pipes in CM1:2 proportion by volume including cost of all materials (excluding pipes and collars ),machinery, labour, aligning, packing, joints with hemp, finishing etc. (NON Pressure)

Supplying , laying and jointing 1800 mm dia.NP-2 class or IRC standard hume pipes

Supplying , laying and jointing 1800 mm dia.NP-2 class or IRC standard hume pipes

As Directed by the Department 9236.64 Rmt 692748.00

97 3891.23

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum). for Foundation of abutment, Wing walls and Side Walls.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade

S.S 4 & 402 of APSS 5753.30 Cum 22387413.56

98 11325.60

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) for Wing walls,Abutments and Side walls.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 20 N / sq mm )

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 20 N / sq mm )

S.S 4 & 402 of APSS 6334.20 Cum 71738615.52

99 239.98 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade

S.S 4 & 402 of APSS

5470.18 Cum 1312733.80

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231

content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) for leveling Course.

100 957.60

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 310 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum). . foundation concrete for Pier Foundation .

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 6117.16 Cum 5857792.42

101 86.28

Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). for Bed Block,Dirt wall, Approch Slab, Pedastal.

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 7069.81 Cum 609983.21

102 1245.47 Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for deck slab & kerb including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr /

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS

9842.05 Cum 12257978.01

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cum.

103 117.29

Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade

Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade

S.S 4 & 402 of APSS 6289.11 Cum 737649.71

104 38.61

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for columns and beams including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum).If water is to be brought from other place add only lead charges @ 500 ltr / cum.

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 8476.64 Cum 327283.07

105 761.60

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). for Pier Super-Structure.

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 6860.75 Cum 5225147.20

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106 506.25

Construction of Granular sub-base by providing HBT material confirming to Grading - III of MoRT&H Table 400-2 including cost, seigniorage charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (4th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work).

Construction of Granular sub-base by providing HBT material confirming to Grading - III

Construction of Granular sub-base by providing HBT material confirming to Grading - III

As per MoRT&H Specification

401 (4th revision) and As Directed by the

Department

636.90 Cum 322430.63

107 675.00

Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix macadem specification including cost,seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive thedesired density etc., as directed by the Engineer-in-Charge and as perMoRT&H specification.406 (4th revision) for finished item of work. (Payment based on levels for finished item of work)

Providing, Laying, Spreading and compacting graded HBT crushed stone

Providing, Laying, Spreading and compacting graded HBT crushed stone

As per MoRT&H specification.406 (4th revision) and As Directed

by the Department

787.93 Cum 531852.75

108 48.00

Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix macadem specification including cost,seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive thedesired density etc., as directed by the Engineer-in-Charge and as perMoRT&H specification.406 (4th revision) for finished item of work. (Payment based on levels for finished item of work)

Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix macadem

Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix macadem

As per MoRT&H specification.406 (4th revision) and As Directed

by the Department

725.47 Sqm 34822.56

109 2400.00 Providing , laying of close graded premix surfacing material ( Mixed seal surfacing) of 25 mm thickness by hot mix plant using hard blasted trap crushed aggregates of 13.2mm to

Providing , laying of close graded premix surfacing material

Providing , laying of close graded premix surfacing material

As per MoRT&H Specification

512 (4th

130.90 Sqm 314160.00

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0.09mm (Type 'B') as per table 500-26 of specification 512 of MoRT&H (4th Revision), working out to 0.3375 cum/10 sqm, premixed with bituminous binder 60/70 grade @ 23.75 Kg per 10 Sqm area, including cost and seigniorage of all materials and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MoRT&H Specification 512 (4th Revision) complete for finished item of work in all respects as directed by Engineer-in-charge.

Revision) and As Directed by the

Department

110 7130.59

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum). for Foundation of abutment, Wing walls and Side Walls.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade

S.S 4 & 402 of APSS 5744.75 Cum 40963456.90

111 20700.90

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) for Wing walls,Abutments and Side walls.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 6325.66 Cum 130946855.09

112 359.98 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching,

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N /

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq

S.S 4 & 402 of APSS

5461.64 Cum 1966081.17

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mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) for leveling Course.

sq mm ) grade mm ) grade

113 1436.40

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 310 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum). . foundation concrete for Pier Foundation .

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 6108.62 Cum 8774421.77

114 129.42

Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). for Bed Block,Dirt wall, Approch Slab, Pedastal.

Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 7032.96 Cum 910205.68

115 1868.20 Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for deck slab & kerb including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum,

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS

9805.20 Cum 18318074.64

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236

Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

116 175.94

Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade

Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade

S.S 4 & 402 of APSS 6252.26 Cum 1100022.62

117 57.92

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for columns and beams including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum).If water is to be brought from other place add only lead charges @ 500 ltr / cum.

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 8439.79 Cum 488832.64

118 1142.40 Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS

6823.90 Cum 7795623.36

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237

cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). for Pier Super-Structure.

119 360.00

Construction of Granular sub-base by providing HBT material confirming to Grading - III of MoRT&H Table 400-2 including cost, seigniorage charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (4th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work).

Construction of Granular sub-base by providing HBT material

Construction of Granular sub-base by providing HBT material

As per MoRT&H Specification

401 (4th revision) and As Directed by the

Department

576.06 Cum 207381.60

120 675.00

Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix macadem specification including cost,seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive thedesired density etc., as directed by the Engineer-in-Charge and as perMoRT&H specification.406 (4th revision) for finished item of work. (Payment based on levels for finished item of work)

Providing, Laying, Spreading and compacting graded

Providing, Laying, Spreading and compacting graded

As per MoRT&H specification.406 (4th revision) and As Directed

by the Department

832.55 Sqm 561971.25

121 3375.00

Providing , laying of close graded premix surfacing material ( Mixed seal surfacing) of 25 mm thickness by hot mix plant using hard blasted trap crushed aggregates of 13.2mm to 0.09mm (Type 'B') as per table 500-26 of specification 512 of MoRT&H (4th Revision), working out to 0.3375 cum/10 sqm, premixed with bituminous binder 60/70 grade @ 23.75 Kg per 10 Sqm area, including cost and seigniorage of all materials and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MoRT&H Specification 512 (4th Revision) complete for finished item of work in all respects as directed by Engineer-in-charge.

Providing , laying of close graded premix surfacing material

Providing , laying of close graded premix surfacing material

As per MoRT&H Specification

512 (4th Revision) and As Directed by the

Department

135.42 Sqm 457042.50

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238

122 75.00

Supplying , laying and jointing 1800 mm dia.NP-2 class or IRC standard hume pipes in CM1:2 proportion by volume including cost of all materials (excluding pipes and collars ),machinery, labour, aligning, packing, joints with hemp, finishing etc. (NON Pressure)

Supplying , laying and jointing 1800 mm dia.NP-2 class or IRC standard hume pipes in CM1:2

Supplying , laying and jointing 1800 mm dia.NP-2 class or IRC standard hume pipes in CM1:2

As Directed by the Department 9617.64 Rmt 721323.00

123 6996.23

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum). for Foundation of abutment, Wing walls and Side Walls.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade

S.S 4 & 402 of APSS 5635.82 Cum 39429492.96

124 20235.60

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) for Wing walls,Abutments and Side walls.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade

S.S 4 & 402 of APSS 6216.73 Cum 125799261.59

125 239.98 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA :

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade

S.S 4 & 402 of APSS

5352.71 Cum 1284543.35

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239

0.40 cum) for leveling Course.

126 957.60

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 310 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum). . foundation concrete for Pier Foundation .

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 5999.69 Cum 5745303.14

127 86.28

Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). for Bed Block,Dirt wall, Approch Slab, Pedastal.

Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 6896.79 Cum 595055.04

128 1245.47

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for deck slab & kerb including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 9669.03 Cum 12042486.79

129 117.29 Providing and laying insitu M- 30 ( 28 days cube compressive Providing and laying Providing and laying S.S 4 & 402 of 6116.09 Cum 717356.20

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strength not less than 30 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade

insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade

APSS

130 38.61

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for columns and beams including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum).If water is to be brought from other place add only lead charges @ 500 ltr / cum.

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 8303.62 Cum 320602.77

131 761.60

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). for Pier Super-Structure.

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade

S.S 4 & 402 of APSS 6687.73 Cum 5093375.17

132 506.25 Construction of Granular sub-base by providing HBT material confirming to Grading - III of MoRT&H Table 400-2 including

Construction of Granular sub-base by

Construction of Granular sub-base by

As per MoRT&H

680.36 Cum 344432.25

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cost, seigniorage charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (4th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work).

providing HBT material confirming to Grading - III

providing HBT material confirming to Grading - III

Specification 401 (4th

revision) and As Directed by the

Department

133 360.00

Construction of Granular sub-base by providing HBT material confirming to Grading - III of MoRT&H Table 400-2 including cost, seigniorage charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (4th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work).

Construction of Granular sub-base by providing HBT material confirming to Grading - III

Construction of Granular sub-base by providing HBT material confirming to Grading - III

As per MoRT&H Specification

401 (4th revision) and As Directed by the

Department

732.51 Cum 263703.60

134 48.00

Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix macadem specification including cost,seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive thedesired density etc., as directed by the Engineer-in-Charge and as perMoRT&H specification.406 (4th revision) for finished item of work. (Payment based on levels for finished item of work)

Providing, Laying, Spreading and compacting graded HBT crushed stone

Providing, Laying, Spreading and compacting graded HBT crushed stone

As per MoRT&H specification.406 (4th revision) and As Directed

by the Department

886.08 Sqm 42531.84

135 2400.00 Providing , laying of close graded premix surfacing material ( Mixed seal surfacing) of 25 mm thickness by hot mix plant using hard blasted trap crushed aggregates of 13.2mm to 0.09mm (Type 'B') as per table 500-26 of specification 512 of MoRT&H (4th Revision), working out to 0.3375 cum/10 sqm,

Providing , laying of close graded premix surfacing material

Providing , laying of close graded premix surfacing material

As per MoRT&H Specification

512 (4th Revision) and As Directed by the

137.68 Sqm 330432.00

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premixed with bituminous binder 60/70 grade @ 23.75 Kg per 10 Sqm area, including cost and seigniorage of all materials and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MoRT&H Specification 512 (4th Revision) complete for finisheditem of work in all respects as directed by Engineer-in-charge.

Department

136 75.00

Supplying , laying and jointing 1800 mm dia.NP-2 class or IRC standard hume pipes in CM1:2 proportion by volume including cost of all materials (excluding pipes and collars ),machinery, labour, aligning, packing, joints with hemp, finishing etc. (NON Pressure)

Supplying , laying and jointing 1800 mm dia.NP-2 class or IRC standard hume pipes in CM1:2

Supplying , laying and jointing 1800 mm dia.NP-2 class or IRC standard hume pipes in CM1:2

As Directed by the Department 9956.30 Rmt 746722.50

TOTAL PART A ECV Rs. 12,54,73,91,132

Amount in crores 1254.74PART-B

1 L.S Provision 111.732 Land Acquisition 36.03

Amount in crores Rs. 1402.50

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INDEX MAP

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Schedule of ProgrammeANNEXURE-I

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Note:- The basis for levying liquidated damages will be the financial target of the respective.

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