Nln NATIONAL HIGHWAY AUTHORITY Procurement & Contract Administration Section Mauuearea, G-9/1, Islamabad I 051-9032727,E Osl-926041G

Nln NATIONAL HIGHWAY AUTHORITY Procurement & Contract Administration Section MauueArea, G-9/1, Islamabad I 051-9032727,E OSl-926041g

No.6(438)/DIR-III(P&CA)/N]HA/ Le/ lCt+ >*',rgust,2019 Director General Public Procurement Regulatory Authority 1stFloor FBC Building near State Bank, Sector G-5 / 2,Islamabad

Subject:

Reference: PPRA Rule-35

Kindly find attached the duly filled and signed Evaluation Report along with Bid Evaluation Criteria (Annex-I) pertaining to the procurement of subject Services in Compliance of above referred PPRA Rule-35 for uploading on PPRA website at the earliest, please.

SHAHI Director (Consul cy) P&CA

Encl: Evaluation Report along with Annex-I

Copv for kind information to:

- Member (Planning), NHA, Islamabad; - General Manager (P&CA), NHA, Islamabad; - Director (MIS), NHA, Islamabad; - Deputy Director (P&CA)-II, NHA, Islamabad.

LPrutr\...\*er) GOVERNMEI{T OF PAKISTAH MINISTRY OF COMMUNICATIONS {rt*rt:trk

Dated:n*#&,2o!7 F. No. 13(10)i2013-Roads

From: Hameed Akhtar, Director (Roads), Islamabad

To: lhairman, / N*tiottal HighwaY AuthoritY, Islamabad

DET DD ORD Tl( OF Subject: U ANCY S CTION AY UP. 64 KM TO OF r-80 DA IMP OFJAND 3 ANDA NN{ FROMJANq TO 90WITH CPEC

Sir, letter No' 6( )l (P&CA)/ Reference is invited to NHA's -GM' iot"r on the abovementioned subject' NHA/ 2OI7 l5g6d^aied 20e April , o1 2. The SecretnYl PAO lv{inistrY ^pproutl to,hire M/s NESPAK'(Pvt) neiailed Design Ccnsultant for capti tendering irasis under the provision pro."..tiunt of Consultancy Regula Rules 2OO+respectively' yours sincerely, Sr-j (Hameed Akhtar) TeleO5l-92027I1

C.C SPS to Secretary Communications

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NationalHighway Authority

FRi[no'vri$r.a,Ays

Annex-I Criteria goq_ Bid Evaluation

ConsultancyServices for FeasibilityStudy and DetailedDesign for Dualizationof Gambila-Kohat(164 Km) Road Sectionof N-55

Augustr2019 NIN NATIONAL HIGHWAY AUTHORITY A Procurement & Contract Administration Section28-Mauve Area, G-g I I, 4f} Islamabad Tel: 9032727 , Fax: 9260419, [email protected] I Rtlxo'v rt8**Avl Ref:6(438)/ GM(P&OA) INHA/ Ie I l'i I 13ft May, 2OI9 M/s NESPAK (Pvt.l Ltd. t Address: 2"d Floor, Attaturk Avenue, Sector G -5 I 2, Islamabad-Pakistan. Phone:+92-5I-227 4016, +92-5I-9221910- 1 3, Ext:211-13 Fax: +92-5I-2274016, +92-5I-9221914 Email: nespak.htes(Egmail.com Subject: Consultancv Senrices for Feasibilitv Study and Detailed Design for Dualization of Gambila - Kohat 1164 Kml Road Section of N-55 Ref: (t) Ministryof Communicationsletter No. 13(10)/2013-Roads dated gn MaA2017; (iil Ministryof Communicationsletter No. 13(10)/2013-Roads dated 6thDec.2O17; (iii) GM (Planning)letter No.2(92)/ NHA/Ptanning Sec/ 19/ 358 dated 6thMaA 2019. With referenceto above referred letters, you are informed that your firm has been accepted for subject Services on Single Source negotiated tendering basis under the provisionsof Clause-iii of Rule-42(d)of Public Procurement Rules, 2OO4 and Regulation-3(D)(ii)(a)of Procurement of Consultancy Regulations, 2010. You, may submit your Proposal (Technical + Financial) as per following schedule in accordance with the Request for Proposal (RFP)document attached herewith:

Date : 17thMay,2019 Time : 1000 Hours Venue : NHA Auditorium, 2"d Floor, 27 -MauveArea, G-9I 1, Islamabad. 2. The complete details regarding the Scope of Work for subject Assignment are provided in the Terms of Reference(TOR) Appendix-A to RFP. 3. Pleaseinform us by 14th May 2OL9, in writing through above contact address, that, whether you intend to submit your proposal or otherwise.z-4y' / (MUHAMMAD AZAI0/AI T Director (P&CA) Encl: Request for Proposal Document. I Distribution: - All the Committee members Copv for information: - Member (Planning),NHA, Islamabad; - General Manager (P&CA),NHA, Islamabad; - SO (Tech.)to Chairman, NHA, Islamabad.

I I I NationalHighway Authority I I I I I Feifrro'rfi$rr.rArs I I REQUESTFOR PROPOSAL I for I I ConsultancyServices for I FeasibilifyStudy and DetailedDesign for Dualization t of Gambila - Kohat (1641

I TECHNICAL PROPOSALFORMS 3 I FINANCIAL PROPOSALFORMS 16 APPENDIX A 25 I TERMS OF REFERENCE 25 APPENDIX B 67 I MAN-MONTH AND ACTIVITY SCHEDULE 67 I APPENDIX C 68 CLIENT'SREQUIREMENTS FROM THE CONSULTANTS 68 I APPENDIX D 70 PERSONNEL,EQUIPMENT, FACILITIES AND OTHERSSERVICES TO BE t PROVIDEDBY THE CLIENT 70 APPENDIX E 7l I COPYOF MODEL AGREEMENT 7l t I I I I I I Say No to Corruption Letter of Invitation

GOVERNMENT OF PAKISTAN NATIONAL HIGHWAY AUTHORITY 27-MauveArea, G-911, PostBox No. 1205, ISLAMABAD Dated the Ref No.

LETTER OF INVITATION (LOI)

To,

M/s NESPAK (Pvt.)Ltd. Address:2nd Floor, Attaturk Avenue, SectorG - 5 12, Islamabad-Pakistan. Phone: +92-51, -227 401 6, +92-5| -9221910-13, Ext:2lI -13 Fax: +92-51-2274016,+92-51-9221914 Email: [email protected]

Subject: Consultancv Servicesfor Feasibilitv Study and Detailed Desien for Dualization of Gambila - Kohat (164 Km) Road Section of N-55

Ref (i) Ministry of Communicationsletter No. I3(10)/2013-Roadsdated 9th.May 2017; (ii) Ministry of Communicationsletter No. I3(10)/2013-Roadsdated 6'' Dec. 2017, (iii) GM (Plantning)letter No. 2(92)/NHA/Planning Sec/|9/358 dated 6thMay 2019.

With reference to above referred letters, you are informed that your firm has been acceptedfor subjectServices on Single Sourcenegotiated tendering basis under the provisions of Clause-iii of Rule-42(d) of Public Procurement Rules, 2004 and Regulation-3(D)(iiXa) of Procurementof ConsultancyRegulations, 2010. You, may submit your Proposal (Technical + Financial) as per following schedulein accordancewith the Requestfor Proposal(RFP) document t attachedherewith: Date lTthMay,2019 Time 1000Hours I Venue NHA Auditorium, 2ndFloor, 27-Mauve Area, G-9/l,Islamabad.

2. The complete details regarding the Scope of Work for subject Assignment are provided in the Terms of Reference(TOR) Appendix-A to ttFP.

3. Pleaseinform us by 14thMay 2019, in writing through above contact address,that, whether you intend to submit your proposal or otherwise.

GeneralManager (P&CA) Telephone:+92-51 -9032727, Fax:+92-51-9260419 E-mail:gmpca@nha. gov.pk, Website:www.nha. gov.pk

I FS and DetailedDesign for Dualizationof Gambila- Kohat (164 Km) Road Sectionof N-55 Pase1 of109 I I SayNo to Comrption

I ATTACHMENTS t 1. TechnicalProposal Forms t 2. FinancialProposal Forms I J. AppendixA (Termsof Reference) 4. AppendixB (Person-Monthsand Activity Schedule)

I 5. AppendixC (Client's Requirementsfrom the Consultants)

6. Appendix D (Personnel,Equipment, Facilities and other servicesto be provided by the I Client). I 7. AppendixE, (Copy of Model Agreement) I I I l I t I I t I I

I FS and DetailedDesign for Dualizationof Gambila- Kohat (164 Km) Road Sectionof N-55 Page2 of 109 t -ellqu€cJo palrclecpu€ 60IJo € otsed ss-NJouo4ces p€ou (ury t9I) l€qo) uoll€zllencroJ uSlsoc sc

SI^IUOf, TYSOdOUd TYJIT{HJflT

sruJodIssodoJd Is.IuqcoJ uorldrujoJ ol oN /tes SayNo to Comrption TechnicalProposal Forms I Form A-L I TncmqrcAr,PRoposAL SuBMrssroN Fonnn l {Location,Date} I To: [Nameand address of Client] I DearSirs: We, the undersigned,offer to provide the consultingservices for [Insert theProject Name]in accordancewith your Requestfor Proposalsdated [Insert Date]. We are hereby I submittingour Proposal,which includesthis TechnicalProposal and a FinancialProposal sealed in a separateenvelope.

I [{If the Consultantis a joint venture,insert the following: We are submittingour Proposal in a joint venturewith: {Insert a list with full name and the legal addressof eachmember, and indicatethe lead member).Wehave attached a copy {insert: "of our letter of intent to form a joint I venture" or, if a JV is already formed, "of the JV agreement")signed by every participating member,which detailsthe likely legal structureof and the confirmationof joint and severable I liability of the membersof the saidjoint venture. OR

T If the Consultant'sProposal includes Sub-consultants, insert the following: We are submittingour Proposalwith the following firm(s) as Sub-consultants:{Insert a list with fulI nameand countryof I eachSub-consultant. ) ] I We herebydeclare that: (a) All the informationand statementsmade in this Proposalare true and we acceptthat any misinterpretationor misrepresentationcontained in this Proposal may lead to our I disqualificationand/or may be sanctionedby the Client. (b) Our Proposalshall be valid and remainbinding upon us for the period of time specifiedin I theData Sheet, Clause 4.5. t (c) We haveno conflictof interestin accordancewith LOI Clause1.9. (d) We meetthe eligibility requirementsas statedin DataSheet Clause 1.8. I (e) Neitherwe, nor our JV Partner(s)/sub-consultant(s)or any of the proposedexperts prepared the TOR for this consultingassignment. I (D Within the time limit statedin the Data Sheet,Clause 4.5, we undertaketo negotiatea Contracton the basisof the proposedKey Experts.We acceptthat the substitutionof Key pertsfor reasonsother than those stated in Letterof Invitation,Clause 6.5 may leadto the h minationof Contractnegotiations. DetailedDesign for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page4 of 109 I I I SayNo to Comrption TechnicalProposal Forms (g) Our Proposalis binding upon us and subject to any modifications resulting from the I Contractnegotiations. (h) Our firm/ each member of our JV is not participatingin any other proposal for this I Assignment. We undertake,if our Proposalis acceptedand the Contractis signed,to initiatethe Services relatedto the Assignmentnot later than the datementioned in Data Sheet4.5 (or the dateextended I with the written consentof Consultantin caseof delayin procurementprocess)

We understandthat the Client is not boundto acceptany or all Proposal(s)that the I receives. l We remain, Yourssincerely,

I AuthorizedSignature {In full and initials): Nameand Title of Signatory: I Name of Consultant(company's name or JV's name): t In the capacity of: Address: I Contactinformation (phone and e-mail): {For a joint venture,either all membersshall sign or only the representativemember, in which case t the powerof attorneyto signon behalfof all membersshall be auached) I I I I I I I

I FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page5 of 109 I SayNo to Corruption TechnicalProposal Forms I Form A-2 I CunNr's RnrnnnNcn

RelevantServices (as per RFP notice)Carried Out in the Last Ten Years I Which BestIllustrate Qualifications

Using in the format below, provideinformation on eachreference assignment for which your I firm, eitherindividually as a corporateentity or as oneof the major companieswithin a consortium, I waslargely contracted. t AssignmentName: Country:

Locationwithin Country: ProfessionalStaff Provided bv I Your Firm: t Name of Client: No of Staff: t t Address: No of Staff Months: StartDate (Month/Year): Completion Date Approx. Value of Services (in I (Month/Year): CurrentUS$/ Rs.) t Name of Associated No. of Months of Professional Firm (s), if any: Staff Provided by Associated Firm(s)

I Name of Senior Staff (Project Director/Coordinator,Team Leader) involved and functions performed:

I NarrativeDescription of Project I Descriptionof Actual ServicesProvided by Your Staff I Consultants'Name: I I t FSand Detailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page6 of 109 t SayNo to Comrption TechnicalProposal Forms

Form A-3

Appnoncu PApERON MnrnoDor,ocy PnorosnD FoR PnnronnnrNcTHE ASSIGNMENT

FS andDetailed Design for Dualizationof Gambila- Kohat (164Km) RoadSection of N-55 PageTof109 T SayNo to Comrption TechnicalProposal Forms

I Form A-4 t CovrprnNTs/SuccESTroNSOr CoNsuLTAtlr I On the Termsof Reference(TOR)

I l. I 2.

I 4. I 5. 6.

I Etc. I On the data,services and facilities to be providedby the Client specifiedin the TOR. I l. 2.

I a

I 4. I Etc. I I I I I

I FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page8 of 109 I SayNo to Corruption)omrption TechnicalProposal Forms t Form A-5 t Fonvr.q.rOr CunnrculuM Vrran (CV) Fon PnoposrcDKnv Sr.q,rr I l. ProposedPosition:

I 2. Nameof Firm: I J. Name of Staff: 4. Profession:

I 5. Dateof Birth: I 6. Yearswith Firm: 1 Nationality:

I 8. N.I.CNumber: I 9. CellNumber: 10. Membershipin ProfessionalSocieties: I (Membershipof PECis Mandatory) I 11. DetailedTasks Assigned on the Project:

I t Key Qualifications: fGive an outlineof staff member'sexperience and training most pertinentto taskson assignment. Describedegree of responsibilityheld by staffmember on relevantprevious assignments and give I datesand locations. Use up to onepage]. I t Education [Summarizecollege/university and other specializededucation of staff member,giving namesof I institutions,dates attended and degrees obtained]. I EmploymentRecord [Startingwith presentposition, list in reverseorder every employment held. List all positionsheld by staff membersince graduation, giving dates,names of employingorganizations,title of positions I held and location of assignments.For experiencein last ten years,also give types of activities performedand Client references, where appropriate]. I

t FS and DetailedDesign for Dualizationof Gambila- Kohat (164 Km) Road Sectionof N-55 Page9 of 109 t I SayNo to Comrption TechnicalProposal Forms I o Languages

t [Indicateproficiency in speaking,reading and writing of eachlanguage: excellent, good, or poorl.

I a Certification I I, theundersigned, certi$ to the bestof my knowledgeand belief that (i) This CV correctlydescribes my qualificationsand experience. I (ii) I am not a currentemployee of the Executingor the ImplementingAgency. (iii) In the absenceof medicalincapacity, I will undertakethis assignmentfor the durationand in terms of the inputs specifiedfor me in Form A-9 providedteam mobilizationtakes place I within the validity of this proposal. (iv) I was not part of the team who wrote the terms of referencefor this consulting assignment I (v) I am not currently debaned by any department/oryanization/(semi-autonomous/ autonomous)bodies or suchlike institutionsin Pakistan. I (vi) I certify that I havebeen informed by the firm that it is includingmy CV in the Proposalfor the {name of project and contract}. I confirm that I will be availableto carry out the assignmentfor which my CV has beensubmitted in accordancewith the implementation I arangementsand schedule set out in the Proposal. t If CV is signedby the firm's authorizedrepresentative: (vii) I, as the authorizedrepresentative of the firm submittingthis Proposalfor the {name of projectand contract),certiff that I haveobtained the consentof the namedexpert to submit I his/herCV, and that s/hewill be availableto carry out the assignmentin accordancewith the implementationarrangements and scheduleset out in the Proposal,and confirm his/her I compliancewith paras(i) to (v) above. I (viii) Latestcolored attested photograph stapled attached with the CV. I understandthat any willful misstatementdescribed herein may lead to my disqualificationor I dismissal,if engaged.

I Signatureofexpert or authorized Date: representativeof the firm Dav/l\4onth/Year I t Full nameof authorizedrepresentative: Note: copy or scannedsignatures are not allowed I

I FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page10 of 109 I NIIIN III rr CIII Say No to Comrption Technical Proposal Forms

Form ,4.-6 Corwr,nrroNAND SunnnrssroN OF Rnponrs As PnnTon

Reports Date l. 2.

a J. 4. 5. 6. 7. 8. 9.

FSand Detailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Pagel1 ofl09 IITIIIIII'II-II IIIIII Say No to Comrption Technical Proposal Forms

Form A-7

ColryosrrroN Or THn Trapr Pnnsoxxnl ANDTrm TLsKSTo Bn AssrcNEDTo Encn Tnltvr Mnwnn

l. Technical/ManagerialStaff

Taslrs Name of assignment N,q,un PosnroN Presentlocation Assignment involved and clients name

FSand Detailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 IIIIITIII IIIIII IITIII Say No to Comrption Technical ProposalForms

Form A-8

Wom Pr.mv/AcrrvlrY ScHEDULE

Items of Work/Activities Monthly Program from date of assignment (in the form of a Bar Chart)

I ) 3 4 5 6 7 8 9 10 ll L2 l3 t4 l5

FSand Detailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page13 of109 IIIIIIT IIIIII IITIII SayNo to Comrption Technical Proposal Forms

Form A-9

Wonx Pr,.lNAwo TruE ScTTEDULEFoR Krv PrnsorvNnr,

Months (in the form of a Bar Chart) Number of Months Name Position ., I 3 4 5 6 8 I l0 ll t2 t3 t4 l5

Full Time: PartTime: Activities Duration

Yours faithfully,

Signature (AuthorizedRepresentative)

Full Name Designation Address

FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection ofN-55 Page14 of 109 IIIII ITIIIIIITT ITIT SayNo to Comrption TechnicalProposal Forms

Form A-10 CunnnNrCounurmnNTs OF Tnn Frnu

(List MUST be comprehensiveincluding projects from clients other than NHA as well)

Expected date of Name of project Singleor JV Task Assignment Start date of the project completion

FS and Detailed Design for Dualization of Gambila - Kohat (164 Km) Road Section of N-55 Page15 of109 - pu€ 60I Jo 9I oEEd Sg-NJouopces p?oU (ru) t9I) 1?qo) sllqrue9Jouoll€zllun(I roJ uBIsoC poll€1oc S.{

srrrJodlesodoJd I€rcueIIIc uorldruJocol oN,{3s t SayNo to Corruption FinancialProposal Forms I Form A-11 PRoposAL Fonwr I FrNaNcr.ll SuBMrssroN I {Location,Date} I To: lNameand addressof Client] DearSirs:

I We, the undersigned,offer to provide the consulting servicesfor [Insert theProject Name]in accordancewith your Requestfor Proposal dated flnsert Date] and our Technical I Proposal. Our attachedFinancial Proposal is for the amountof {Insert amountin words and figures}, includingall Federal,Provincial &Local taxesapplicable as per law of the land. {Pleasenote that l all amountsshall be the sameas in FinancialProposal Form A-17\.

Our FinancialProposal shall be bindingupon us subjectto the modificationsresulting from I Contractnegotiations, up to expirationof the validity period of the Proposal,i.e. before the date indicatedin Clause4.5 of the DataSheet.

I We confirm that we haveno conditionto statethat may havefinancial implications over and abovethe amountquoted above. I We understandyou arenot boundto acceptany Proposalyou receive. I We remain, Yourssincerely,

I AuthorizedSignature {In full andinitials): Nameand Title of Signatory: In the capacity of: I Address: E-mail: t {For a joint venture, either all members shall sign or only the representative member/consultant,in which casethe power of attomeyto sign on behalf of all members I shallbe attached.) I I I

I FSand Detailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Pagel7 of 109 I l SayNo to Comrption FinancialProposal Forms t Form A-12 I BnraxoowN OFRarns Fon CoNsuLrANcYCoNTRAcT I Project: Consultant: Name Position Basic Social Overhead Sub- Fee Rateper Field Rateper Salary Charges (Yoageof Total (%age Month Allow. Month t perCal. (Yoageof 1+2) (r+2+3) of4) for (Yoageof for Field Month 1) project l) Work Office I (1) (2\ (3) G\ (s) (6) (7) (8) I I Notes: Item No. 1 Basic salaryshall includeactual grosssalary before deduction of taxes.Payroll sheet for eachproposed personnel should be submittedat the time of negotiations. I Item No. 2 Social chargesshall include Client's contributionto social security, paid vacation, averagesick leaveand other standardbenefits paid by the companyto the employee. Breakdownof proposedpercentage charges should be submittedand supported(see I FormA-13). ItemNo. 3 Overhead shall include general administration cost, rent, clerical and junior I professional staff and business getting expenses,etc. Breakdown of proposed percentagecharges for overheadshould be submittedand supported (see Form A-14). ItemNo. 5 Fee shall includecompany profit and shareof salaryof partnersand directors(if not t billed individuallyfor the project)or specifiedin overheadcosts of the Company. ItemNo. 7 Normally payableonly in caseof field work underhard and arduous conditions. I Note I The minimumpercentage of item (1) shouldpreferably be 50%of (8). Note2 The consultantis to provide appointmentletter and affidaviVundertakingduly signed I by eachof the individual staff membersshowing salary rates as above.Further during executioneach invoice will also be providedshowing that the professionalshave been paid their salariesas per basicrates specified therein. Failing to which, the Client will I take punitive actionagainst the consultantand shall deductthe deficientamount from his monthly invoice. Moreover,it will be consideredas a negativemark on his I performancethat will be consideredfor futureprojects.

4;.:ilv,^ ffiktti)l. Full Name: I Signature: t Title: I

I FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page18 of109 I I SayNo to Corruption FinancialProposal Forms I Form A-13 I Bnn.lrnowNOF Socra.r, Cnancrcs I Sr. No. DetailedDescription As a Toageof BasicSalary I I I I I I I I t I I I I I I

I FS andDetailed Design for Dualizationof Gambila- Kohat (164Km) RoadSection of N-55 Page19 of 109 I SayNo to Comrption FinancialProposal Forms Form A-14

BnnaroowN OF Ownnn,q.DCosrs

As a Toageof BasicSalary and DetailedDescription Sr. No. SocialCharses

FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page20 of 109 SayNo to Corruption FinancialProposal Forms Form A-15 Pase1 of2

EsrrtvrarED LocAL CURRENcySALARy Cosrs/REMtTNERATToN

Total Staff- Monthly Billing Sr. No. Position Name Estimated Months Rate Amount (Rs.) I. Professional/ Kev Staff

Sub-Total:

FSand Detailed Design for Dualizationof Gambila-Kohat(164 Km) RoadSection of N-55 Page?l of 109 I SayNo to Comrption FinancialProposal Forms I Form A-15 Page2of2

I Esrrnn^q.rEDLocAr, CunnnNcy SALARyCosrslREMtrNERATroN t Monthly Billing Total Estimated No. Position Staff-Months I Sr. Rate Amount (Rs.) I II. Non-Key/ SupportStaff I I I

I Sub-Total:

Note: The biddersare requiredto quote the ratesof Non Key/SupportStaff given in the TOR in I abovetable. The bidder(s)may proposeNon Key/ SupportStaff Person-Monthsin addition to those given in TOR; however, in such a casetenable reasons must be given in the TechnicalProposal Submission Form A-4 "Commentson TOR". The Client'snegotiation I committeewill deliberateon the requirementof additionalstaff during negotiationmeeting. is to notedthat the Client is not boundto agreeto the reasonsgiven in FormA-4. I It also be I I I I I I

I FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page22 of 109 I I SayNo to Comrption FinancialProposal Forms t Form A-16 I Drnncr (NoN-SaLARY)Cosrs

I Sr. Nomenclature Unit Qty. Unit Price Total Amount No. (Rs.) (Rs.) I 1. Rentfor Office Accommodation L.S 2. OfficeUtilities Costs L.S

I a J. Cost/ rentalof Furniture/ Furnishings L.S 4. Cost(rentals) of Office/Other L.S I Equipment i. Computersand accessories ii. Photocopy machines I iii. Communicationequipment iv. Drafting / Engineering equipment I v. Surveyinginstruments (rentals) vi. TransportVehicles (Rentals) vii. Sitevisits and Meetings in I Islamabadduring currency of Project viii. Threedavs traffic count I Communicationexpenses Per 4.0 Month t 6. Drafting/Reproduction of Reports L.S 7. ProfessionalLiability Cost/ Premium (this is to be paid by the firm from its I overheadand here amount payableis only to be mentioned) I 8. Office/ Drafting Supplies L.S 9, Soil & MaterialInvestigation Report L.S I 10, Othersnot coveredabove to comply with TOR requirement* I Total * Any additional itern/ cost quoted againstthis line item must be supportedby solid/ tenable o'Comments justification(s)detailed in TechnicalProposal Submission Form A-4 on TOR". The I negotiationcommittee of the Client may negotiatethis cost on the basisof justification provided in the form A-4. Moreover,if no justificationis givenor Client doesnot agreeto the justifications,the Client in both the casesshall not includethis costin the total costoffered by the Consultantsfor this t assignment,particularly in caseany amountagainst this line item is deemedto havebeen covered in pay I other items. \ n

I led Designfor Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page23 of 109 t SayNo to Corruption FinancialProposal Forms I Form A-17 t SuvrvraRvOr Cosr I Amount (Rs.) I Sr. No. Description I I Salary CosVRemuneration I 2. Direct(Non-Salary) Cost J. SubTotal (1+2): I SalesTax @ 16% on item S.No.3 above Not Applicabletill final 4. which shallbe kept as ProvisionalSum in the decisionof the Courtof (3) ContractAgreement Law I 5. Grand Total:

I Note: 1- This cost is supposedto be built up in bid price and if anything is left blank it shall be deemedto be includedin the cost. t 2- The dues and salariesof staff are payable by the consultant in time and not latef than 10th of the following month positively. In case of failure to do so Client shall intervene and pay these dues and salaries of the concerned Personnel and recover I from the invoice of the consultant at actual chargespaid plus loh of the amount. This will also be accountedfor adversely in making assessmentof the Consultants in the I next evaluation processfor selection of consultantswith report of such defaults. 3- Relevant documentsare attachedat the end of RFP'

I 4- The grand total is inclusive of all the applicable Federal, Provincial and Local taxes. All thesetaxes (except the SalesTax) are required to be built in the quoted rates and t not be mentioned seParatelY. I I I I

t FS andDetailed Design for Dualizationof Gambila- Kohat (164Km) RoadSection of N-55 Page24 of 109 t SayNo to Comrption APPENDIX.A

TERMS OF REFERENCE

(roR)

FSand Detailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page25 of 109 t I SayNo to Comrption Termsof Reference I CHAPTER NO. 1 INTRODUCTION

I 1.1 BACKGROUND

NHA has to securedelivery of efficient, reliable, safe and environmentfriendly t nationalhighway network with a view to improve quality of life in Pakistan.NHA looks after all of Pakistan'smajor inter-provincialroad links. National Highways t representmain transportcorridor linking ports to major populationcenters and to neighboringcountries.

I The Indus Highway is a 1,264km long highway that runs along the Indus River connectingthe port city of Karachiwith the northwesterncity of Peshawarvia Dera GhaziKhan. It is part of Pakistan'sNational Highways network and is maintainedand t operatedby Pakistan'sNational Highway Authority. The Indushighway 0r{-55) being the secondlargest highway is an alternateNorth-South link afterN-5. N-55 travelling I alongthe Indusriver a distanceof 491 kilometersof Sindh,and 360 kilometersin Punjab,it reachesD.I. Khan. Furtherstretching 396 kilometersin KPK, connecting D.I. Khan,Bannu and Kohat, almost all southernKPK, it reachesPeshawar, making a I shortcut of about400 kilometersas compared to N-5. I The Indus Highway (1.{-55)is a main road which lies along the westernbank of the Indus River and runs nearly the entire length of Pakistanfrom north to south. It I complementsN- 5 in north-southbound traffic travelingmedium to long distance. In recentyears, the IndusHighway has been unable to copewith the increasingtraffic volume and larger size of vehiclessufficiently due to the lack of road capacityand I deteriorationof the road surface. As a result, traffic has become excessively concentratedon N-5, causing frequenttraffic jarns. The project road is part of t programto relievethe traffic on Indushighway. In order to addressabove said problems,National Highway Authority developed I programfor up-gradation/improvementof IndusHighway (N-55) for beingthe major traderoute of countryon westernbank of IndusRiver. In this connection,N-55 (Indus highway)is alreadyunder up-gradation phase and has akeadybeen upgraded to four I lane highway on various sections.It is proposalto improve / upgradethe Indus (N-55) Kohat as the N-55 sectionfrom DI Khan to/;aij\i:i;::";; Highway from SaraiGambila to i41r..'):: -l!;;, I Gaandi Chowk has already been dualized.

1,2 A NEED ASSESMENT t\,{r,".. t \.':i, t. The scopeof projectis dualizationand improvement of existingIndus Highway Ollti,')',',,'t;-I,'' - - - Kohat Road).The I c\n' 55) from Sarai Gambilato Kohat (N-80 Rawalpindi Jand \$f J I FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page26of 109 f I I SayNo to Comrption Termsof Reference projectroad startsfrom SaraGambila passes through Topai, Ambiri Kala, Lawagarh, I Krapa, Lachi, Mandoori and connectsRawalpindi -Jand - Kohat Road Q.{-80).The projectroad is crossingthe River Koram at Topai and also crossingsome tributaries I of river Koramat few locations. The project has gain significancedue to inaugurationof China PakistanEconomic I corridor project (CPEC). The CPEC (western alignment) traversing between Islamabadand DI Khan connectsN-55 near Yarak, D.I. Khan and N-55 section, t Yarak- Kohat & Peshawarwill alsoconnect with CPEC(western conidor). 1.3 PROJECTDEFINITION

I The scopeof projectis dualizationand improvementof existing Indus Highway (N- 55) from SaraiGambila to Kohat CN-80,Rawalpindi - Jand- Kohat Road).Length of l projectroad is approximately128 Km from SaraiGambila to Kohat G\f-80). In this regard,NHA intends to hire Design Consultantfor Detailed Design for I Dualization & Improvementof Indus Highway (N-55) Sarai Gambila - Kohat. Consultantsshall propose bypass option for populatedtowns i.e. Lachi,Krapa etc. for Employerapproval. Existing Culvert / bridges/ flyovers shall also be consideredfor I extensionduring detailed design.

I 1.4 PROJECTOBJECTIVES Objectiveof the project is to enhancethe mobility for the underdevelopedarea of I district Karak,ultimately KPK provinceand play a vital role for the developmentof deprivedpopulation. The projectroad is majorsection of Indushighway (N-55) asthe Indus Highway (N-55) being importanttrade route of country and runs along the I Indus River connectingthe port city of Karachi with the northwestemcity of Peshawarvia Dera GhaziKhan; hence making project road as integraltrade route part I of the country. It will provide the commutersof the area with fast accessto the markets.Besides that, it will also reducethe travel times and hencewill improvethe I overallsocio-economic development of country. Theproject provides major tangibleand intangible benefits which include: t i. VehicleOperating Cost will be at its minimum. I ii. It will providean efficient,time savingand congestion free access. iii, Massiveimpact of the projecton Land usewill surely I area and local people, as employmentand business vicinity by the implementationof the project. I q, $70 :;:;::r:-" I Pagar? "il0, I I SayNo to Comrption Termsof Reference CHAPTER NO. 2

I DESCRIPTIONOF' PROJECT I 2.I LOCATION OF PROJECT This project is locatedin district Karak, KPK province.The project is improvement and dualizationof Indus highway Cl,{-55)from SaraiGambila to Kohat. The project I length is 128 Km and it is conversionof existing 2lane Indus highway Q'{-55)to 4 T Lanehighway from SaraiGambila to Kohat (lt{-80). Planshowing project location / alignmentis asunder: T I I t I I l I I 2.2 PROJECT WORKS The projectis basicallythe provisionof additionalCaniageway to existingN-55 road I from SaraiGambila to Kohat.Total lengthof the projectroad is approximatelyabout 128Km.

I Scopeof work shallbe:

DesignSpeed Flat Terrain 100km/hr ,:.,:i-if.I;i..r r:'r:lliv\ I Mild Rolling Terrain 80Krr/hr,ir,i':: RuggedMountainous -'i t )-oP' "';ii t', ;il '" . y'u , I -.t,.;_;.'t' ;.',,ri),itt I t SayNo to Comrption Termsof Reference Tenain 60 km/hr

T RoadWidth No. of TravelLanes 02 Lane(Additional) LaneWidth 3.65m each Main Caniageway Proposedby the designconsultant I in light of detaildesign. Inner Shoulder 1 meters I OuterShoulder 3 meters Minor Bridges Numerous MajorBridge 01 No on IndusRiver I DesignLife of Pavement 10Years DesignLife of Structure 25 Years(Culverts) I 50 Years(Bridges / Flyovers) Ancillary Works Fixing of Kerbstones,NJ Barrier, I RoadSinage Detailed Design will be canied out as per NHA standardsmentioned in detail in Chapterno 03 of TOR. DetailedDesign shall comprise of:

FeasibilityStudy TopographicSurvey Traffic CountSurvev HydrologyStudy Preparationof Tender Drawings,design documents,BOQ and construction drawings Land Acquisition Economicand SocialIndicator Preparationof PC-1

However,details of scopeof work anddesign standards are elaboratedin ChapterNo 03 of TOR.

COMMENCEMENT OF SERVICES

The Consultantsshall commencethe services immediatelyupon signing of the ContractAgreement, or suchother time periodas the Partiesmay agreein writing.

2.4 TIME PERIOD

}YF,

FSand Detailed Design for of Gambila-Kohat(164 Km) RoadSection ofN-55 Page29of 109 I SayNo to Comtption Termsof Reference CHAPTER NO. 3

I SCOPEOF WORK & DELIVERABLES I l. DesignStandards The consultantis requiredto providethe consultancyservices by following the codes I & standardssuggested as under: As per Latestpublished version of "A Policy on GeometricDesign of Geometric Highway and streets"by A,ASHTO.All relevantAASHTO standards I Design will govern,and oroller coaster' profile is not acceptableat all. Pavement As per latestpublished version of "AASHTO Guidefor Designof I Design PavementStructures". Roadsidedesign pertains to the designof areabetween the outside T shoulderedge and ROW limits. It involvessafe design of featureslike Roadside embankment slopes, cut slopes, roadside clearances,roadside I Design drainageslopes, design of road signs and luminairewith breakaway supports,roadside barriers and bridge railings etc' As per Latest published version of "AASHTO RoadsideDesign I Guide" 6'AASHTO As per Latestpublished version of GuideSpecifications Structural for LRFD SeismicBridge Design" along with west Pakistancode of I Design Practicefor HighwayBridges and seismiczoneMapping of Pakistan t Drainage As per Latestpublished version of "Highway DrainageGuidelines" Design bv AASHTO. Engineer's I As perprevailing CSR of NHA. Estimate Bidding As per requirementsof PakistanEngineering Council. I Documents

T The consultantis requiredto coordinateclosely with NHA while carryingout services requiredunder this TOR so thatNHA remainsaware of the up to dateprogress. Major tasks in scope of work are explained in the following paragraphsand do not I necessarilyrepresent togical sequenceof activities. However, NHA desires that

I FS anODetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page30 of 109 il T I SayNo to Comrption Termsof Reference collect requirements(if any) of concemeddepartments and stakeholders I throughextensive and close coordination. I 1.2. TOPOGRAPHIC SURVEY As per "Surveying& Mapping Act2014", the Surveycompany must comply with the requirementof the Act. It is thereforerecommended that consultant I shoulduse the latesttechnology for the topographicsurveys, which includeat leastfour (4) GPSDFfor establishmentof high accuracycontrol points (as per required plan, specifiedherein), In case the consultantdoes not have the I requisite number of GPSDF,it is advisedto hire servicesof professional surveycompanies having the requiredexpertise. A network of control points I alongthe corridorwill be developedinvolving at leastfour (4) instruments.

Before t mobilizing to PermanentGround Monument made of site for Concrete1:4:8 with 75 mm steel nail at center.Using spraypaint and Survey, the embedded T a stencil,the monumentnumber shall be Consultant painted.The size of monumentshall be may like to 150mm squareat top and300 mm square I submit at bottom.The height of monumentshall be 900mm. Out of which750mm shall be detailed buriedin the ground. I topographic survey program to I NHA with actualhuman resources planned to be deployedand the time line of surveyprogram. Total number of equipmentwith models and calibration certi/icatesnot more than 6 monthsold will be produced.The name and l quali/icationsof surveyorswill also be submitted.NHA reservesthe right to interviewthe surveyorif required.Upon request,the consultantshould change I the surveyor.If consultantwants to outsourcethe Surveywork, it will be mandatoryto takeprior approvalof the Client. The Consultantmust ensure that the survey firm is not black listed and has sufficient resourcesand I complianceof Surveyingand Mapping Act20l4. I 1,2.1. SurveyMonuments Besidesstart and at the end,it is requiredthat Monumentswill be fixed I in the traverseline at an intervalof about300 to 400 meters.These will be fixed at suchlocations that theseare least susceptible to disturbance and damageand do not posea threatto traffic on existingroads/tracks .-,-:ttfi,Tt: ... -.i: .i\, !:ir?irl.;..- etc. I ..- -,,J,.1:-li. ..:,:.:.. _..-'i: r.l]"\ ''''::: \'-\1 ,.,ri., 1:::il \ ): I ,,..l;jli rli i ii^li. i ...r_: .., . ir '.- r' l. ;' -t\- .t; -,rr;, '. n' -'r/.r' '. ''':,' ' .'.-:'||.:--\','.'. ,-, '.:1\,:;.; I FS and DetailedDesign for Dualizationof Gambila- Kohat (164 Km) Road Sectionof N-55 Page31 of 109 I I SayNo to Corruption Termsof Reference 1.2.2. Control for Traverse

I Projection:UTM Datum:WGS84 I VerticalDatum: MSL 1,2,3, HorizontalControl

I Minimum four (4) DGPS Primary Controls at start and End of the Projector as many as may be requiredsuch that the distancebetween thesepoints will not be morethan 10 kms. Minimum observationtime I will be at leastten(10) hoursor as requiredfor eachof thesepoints. These points will be validated/verifiedwith International Fixed Stationsin WGS84/ITRFreference frames for an averageambiguity l resolutionof 50%or betterfor a reliablenetwork solution. T Primary Controls DGPS PrimaryControls will be establishedat a maximumdistance of 2.5 kms with one base and one rover using leapfrog method, by I applying adjustmentsto createnetwork. Minimum observationtime will be at leasttwo (2) hoursfor eachof thesepoints. At every 5 kms one additionalDGPS point with two (2) hoursobservation (to form an I inter-visiblepair) will be established,which may be used for Total I stationifneeded for topographicsurvey. SecondaryControls I DGPS SecondaryControls will be establishedat a maximumdistance of 333 meters with one base and two rover at alternatesides of Alignment (to form triangularnetwork) using leap frog method,by I applying adjustmentsto createnetwork. Minimum observationtime will be at least45 minutesfor eachof thesepoints. t 1.2,4. Vertical Control Vertical Control will be establishedusing MSL from first order SOP t BenchMarks with doublerun leveling.Digital level with an accuracy of 0.3 mm or less and single section2m/3m staff or invar staff with changeplate on bottomwill be used.The maximumdistance between t the two successivereading points will not be more than 50m. All horizontal control points are connectedwith monumentsmade for Horizontal primary and secondarycontrols with double run level to I controlthe heightas mentioned above. t 1.2.5. Monumentsfor Horizontaland Vertical Controls The monumentsfor controlswill be as per NHA specifications.The T ITRF Controls, Primary Controls will be tied with two permanent \-

I FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page32 of 109 I T I SayNo to Comrption Termsof Reference pointsas per NHA Specifications.

I 1,2.6, Topographicsurvey (scale 1:1,000); including on ground features, buildings,Utilities and CrossingRoads

I TopographicSurvey will be performedwithin the ROW Limits. At importantcontrol section,if the large-scalestructures are proposedto be built on the sections,the surveyrange can be t extendedreasonably ifnecessary. Enough Spot Levels (points) will be taken to create a topographicmap in the scale of I 1:1,000 and 1:100 H:V scale b. The Consultantis requiredto observe10 cross-sectionacross the River Khadir, Bank to Bank. Three cross-sectionsat the I Bridge Site (one center-line and other two adjacent to centerlineup and down streamof the bridge.The BM for upon which the Model studysurvey was done should be incorporated l in the traverse/level circuit. I.2.7. CenterlinePoints (stake) and Measurementof elevationof route I stake The distancebetween the centerlinepoints will be 50m in I general,in caseof the pondthe stakeis fixed on the bank of the inclinationand waterline. In casethere is any major variationin the strata, the cross-section interval may be reduced l accordingly. b. The distancebetween the stakesis 5m-8m on the section of I roadswhich haveretaining walls. The distancebetween the stakesis 10mon the interchangeslip roadwhose radius is lessthan 60m. I d. The distancebetween the stakesis 5m for the lOm before and afterthe chainageof the abutmentfor a total distanceof 20m. T Minimum three longitudinal sections(parallel to Alignment) including the center axis, the left and right edgelines of the bridge will be measured.For the placeswhere the topography T is changedand bridge pier and abutment,more stakeswill be established. For the culverts,the chainageand elevationof the crossing I point will be measured;the longitudinalsection of the water channel100m upstream and downstreamof the crossingpoint I will alsobe measured. The stakesare placed on the edgesof the crossedroads. The stakesshould be fixed on the crossingpoints. There is also a I needto collectthe coordinates,elevation, angle, width and road level of the crossingpoints (100m around the crossingpoint). I The coordinates,elevation, and angleof left, middle and right t FSand Detailed Design for Dualizationof Gambila- Kohat (164Km) RoadSection of N-55 Page33 of 109 I I SayNo to Corruption Termsof Reference linesof the importantcrossed roads should be collected(100m aroundthe crossingpoint). t h. The position of 10KV high-pressurepole(tower) aroundthe routewithin 100m,and the powerline's lowestelevation on the I crossingpoint i. Thestake's elevation will be measuredone by one, j. It is necessaryto establishmore stakesin casethere is any I pipeline or building crossing the alignment; the height differencebetween the bottom elevation of such pipeline or T building andthe groundwill be measured I 1.2.8. CrossSection Points a. The interval for crosssection of the embankmentshould not exceed50m for the straight line sectionsand curve sections t with radius larger than 5,000m.At curves having radius less than 5000m, the crosssections will be measuredat preferably 25m interval. I b. The crosssection will be measuredupto 100mwidth. If 100m spaceis not available,then the same should be restrictedto t buildingline. c. For the alignmentsections with proposedretaining wall, the crosssection will be measuredat 5m interval I d. For the bridgepier, the measuringrange of the crosssection is 10m at both left and right sidesof the center;for the bridge I abutment,the measuringrange is till the ROW limit 1.2.9. Interchanges(1:1,000) Map

I Extractionof featureswill be done& points will be takenbeyond the ROW of 100m and inside the minimum Region defined for Interchangesto create1:1000 map. The minimum lengthof existing I road to be included in topographicsurvey (for interchangeramps merging)should not be lessthan 250 m.

I 1.2.10.Riverine Survey for CrossingCanals - Short Bridge

Measure the center longitudinal section of the canal from 100m I upstreamto 50m downstream,and measurethe cross sectionof the canalat 10m interval which is perpendicularto the axis of river. The canal edgesmust be taken recordedalong with all break points to I clearlydefine the canalshape. T l,2.ll. Surveyfor CrossingWater Channels/Nullas I Measurethe centerlongitudinal section of the water Channel/Nullas \ t FSand Detailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page34 of 109 I t I SayNo to Corruption TermsofReference from 100m upstreamto 50m downstream,and measurethe cross section of the water channel/ nullas at 10m interval, which is T perpendicularto their axis. Minimum 5 points will be taken at each takenat eachcross section to correctlydepict the top andbottom ofthe sloping bank, width of bank and center of channel.The distance I betweenthe crosssection points will not be more than 5m for wider waterChannels/ Nullas.

I 1.2.12,Mapping (Unit of Measurement) T Metric unitswill be usedthroughout. 1.2.13.Scale

I Besidessoft copy, mappingof drawingswill be plotted to a scale of 1:1000. , L,2.14.Details to be Shown Buildings/Structures t 1. Theplinth line of all permanentbuildings. ., Constructiontype of building (whetherbrick (B), semi-concrete I (SC),concrete (C). double storey (D) etc.).

J. Ruinsor partiallydemolished buildings or foundations- by the I wall andmasoffy visible at the time of the survey. 4. Namesand type of usageof all buildings,schools etc. I 5. Buildingsunder construction. Roads, Tracks and Footpaths

J 1. Kerb line or edgeof surfacingto carriageways,and along the edgeline markings. I 2. Tracks. 3. Pedestrianbridges and footpaths. I 4. Traffic islands(similar to kerb line). 5. Destinationof roadfor junctionslevel. I 6. Bridges(over railway, river, etc.) 1 Levelsover railway line in caseof at gradeor gradeseparated l crossings. 8. In caseof powertransmission lines crossingalignment, level of electricwire with respectto surveycontrol will be recorded.

FS andDetailed Design forDualization of Gambila- Kohat(164 Km) RoadSection of N-55 Page35 of 109 l I SayNo to Comrption Termsof Reference Industrial

I 1. Name and type of industry, Boundary wall and building structureinside. I 2. Tanks (indicatetype of material stored e.g. fuel, gas, water, etc.) 3. Sewagedisposal works details. I 4. Chimneys(substantial).

I Road Furniture (In caseof existingroad)

1. KM post(value to be noted). I 2. Busstop facilities. 3. Traffic signalposts and controllers. I 5. Guardrails. t 6. Roadsigns. BoundaryFeatures

I 1. Fences. 2. Gates. 3. Boundarystones located/used for fieldwork. I 4. Walls. 5. Burial grounds. I 6. Historicalareas, Railways

J 1. Gaugefaces of railway runningrails with elevationsof rail top. 2. Levelcrossings. I 3. Platforms. 4. Bridges(over road, river, etc.) I 5. Stationbuilding. 6. Telegraphpoles (indicate the referencenumbers). t Survey t l. SurveyDepartment Trigonometric Stations. 2. PermanentGround Markers. 3. Survey Department Benchmarks used (Indicate reference t numberand level).

I \

I FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page36 of 109 t I SayNo to Comrption Termsof Reference WoodsnTrees & RecreationAreas t 1. Playingfield. 2. Land-useand vegetation, etc. I 3. In case of trees in the survey corridor, the surveyorhas to assigna codedefining the girth of the tree. Treeswith varying girth as specifiedin the CSR for paymentwill be in respective t lavers.

I Slopesand Earthworks 1. Cuttingand embankments with anyprotection work done. t 2. Terracedslopes. a Borrow pits i Quanies. T 4. Retainingwall. 5. Rockoutcrops (if any). I 6. Mining tips (if any). 7. Indicatedate of surveyif on-goingearthworks is presentand I markthe affectedarea. I Servicesand Utilities 1. Transformers(boundary fences only). 2. Electricity sub-stationsand switch boxes (boundary fences I only).

J. Pylon lines (indicatelevels at lowest point at sag and at pylon J towers). 4. Pylonbases. I 5. Pylonreference numbers and voltage of transmission. 6. Radio,TV stationmasts or towers. I 7. Telecompoles. 8. Electricitypoles. I 9. Watermains pipes and stop valves (Indicate diameter of pipe). 10. Manholes(circular and square). t Water & Drainage

1. Lakes. I 2. Pondsor miningpools. I a Reservoirs. \ t FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page37 of 109 t I t SayNo to Comrption Termsof Reference 4, Rivers(name to be indicated), t 5. Streams. 6. Ditches(width to be indicated). I 7. Canals. 8. Wells (diameteror width to be indicated). I 9. Swamps. 10. Lined drains(width, depthand type to be indicate). I 11. Watertowers. 12. Culverts. I 13. Waterfalls, 14. Jetties(if any). 15. The top of banksof all water featuresover 1.0m wide will be J detailedand the bottomof banksas indicatedby the waterlevel at the time of the survey.The direction of flow of all river, streamsand watercourses will be indicated. I 16. Slopeswith heightgreater than 1.0 meterof too sharpgradient to be shownby contours,including river and streambanks are I to be shownon conventionalmarkings and the top and bottom of slopesare to be shownas dotted lines. 17. Slopeconventions will be drawnas nearas possibleto indicate I the actualshape of the slope face,i.e., all berms and terraces will bedetailed. t Any other featuresnot listed, which are requestedby the Client will alsobe shown. J l.2,l5.Bridgedetails The bridge details will be shown on a separatedrawing for each t bridge.The bridgeobservations in form of coordinateswill includethe following: I a) The coordinatesand levels of the four comers of the bridge (pointswill be on the adjacentroad surface),the two edgesof thepiers, abutment and wing walls. I b) The coordinates and levels of the bridge deck to the intermediatepiers (if any)of the bridge. t c) Length,width andtype of constructionof bridge. d) Thetype and locationof servicesadjacent to the bridge. T e) The coordinatesand levelsof the centerlineand the road on the bridgeat approximateintervals of 5 m. I \ t FSand Detailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page38 of 109 I I SayNo to Comrption Termsof Reference 0 The cross-sectionalclearance envelope at the two sidesof an overpassridge (with respectto the road centerlinepassing I underneath)showing all the relevantlevels, offsetsand skew angle.

; 1,2,16,Culvert details

Details of each culvert are to be shown on the survey plans and a I separatesheet with tabulationof the following information is to be t submittedwith the plans: a) Typeof culvertand diameter. I b) Chainageof culvertat the roadcenterline. c) Skewangle of the culvertfrom the centerline. d) Lengthof culvertfrom eachside of the centerline. ; e) Invertlevels of the inlet andoutlet. 0 A sketchof the inlet and outlet structuresincluding all visible t dimensionsto a scaleof 1:200. For major culverts(dia > 2.0m) the outlet structuresare to be properly J measuredenough points will be recordedso that the culvert can be modeledin CAD.

I 1.2.17. Existing Road/embankment

In casealignment runs along the existingroad, sufficient points should t be taken acrossthe existing road to fully define the cross-section. Below are minimum points shown for the existing roadway crosssection.For the existingcarriageway, the width of carriageway,inner I andouter shoulders should be clearlvidentified and coded. I

I I.2.l8.Details of junctionsand existingroads

The Surveyorwill surveyall junctionsto enablethe designerto design J the junction properly.A corridor width of 100mwill be taken for a distanceof not less than 150 meters up and down the proposed I intersectionof the roador asrequired by the client. All pavedroads, main roadsand footpathsor trackshaving the width greaterthan 2m will havea minimum of two (2) points defining both I edgesof the carriageways.Consecutive points along the road feature [.i will not exceed20m in rural areasand 10min urbanor built-up areas. I tti'i ''

I FSand Detailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page39 of 109 I I SayNo to Comrption Termsof Reference More points are generallyneeded to definecurved feature such as slip I roads,islands, etc. Levels of the road centerlinewill be recordedfor pavedroads having widths greaterthan 6.0m. The main destinationof the road from the I junction will be recordedby the Surveyor.

Where necessaryto surveyalong an existing road, the Surveyorwill I follow the markedchanges along the centerline.In additionto the road edgesconsecutive points along the edgesof the carriageway(i.e. along the edge line marking on both sides)will be picked up and will not t exceed l0m. More points are generally to define super-elevation changesat curvesections.

) 1.2,19,Digital Ground Models(DGM)

The product of the field surveydata, after processingwill be DGM. ; The accuracyof DGM will dependupon the accuracyof the digital datacollected in the field. Beforeprocessing the data,it is importantto run the data filtration. All datapoints with incorrectx, y or z values t will be removed.It is also importantas well to properly identify the break lines like road, nullah edgewith natural faults. Void areaslike buildingswill alsobe marked.The topographywill be fully labeledfor t everyobject recorded. 'strings'. All survey featurelines will hereinbe referredas The data I will be presentedby the Surveyorin a form suitablefor input to the softwareto be usedfor generationof DGM. Using the recordeddata in x, y, z format on datalogger, the groundsurface over the requiredarea I will be simulated by strings of coordinated information along characteristiclines on the terrain. The models will consistof three (3D) contourstrings. ] dimensional The existingroad surfaceover the requiredarea will be simulatedby I 3D stringsof coordinatedinformation along characteristiclines on the existingcarriageway. Any otherstrings that do not affect the accuracy t of the groundsurface may be assigneda null level. The Surveyorwill obtainprior approvalfrom the Client for any strings that are to be digitizedbut that do not absolvethe Surveyorfrom the I subsequentaccuracy and definition of the model. TIN (Triangular inegular network) will be developedby using software.Using TIN, I Contourgeneration will be done. .','.;,riJ!i,,;.r1.2.20. Grid i:l:.'r"" \;z\ I i;i i' 1'; t The coordinatesof the DGM will be in Easting, Northing and erevations' \;\, i,:i; I '';:,,rj.;, ' ;;,.:-,,::'' \

I FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page40 of 109 t I SayNo to Comrption Termsof Reference 1.2.21,String Labeling

I The ground featuresincluding break lines will be labeledwith the exact descriptionshown under AUTOCAD LAYER NAME. Any additionallabels may be consideredand the Surveyorwill submit the I list for approvalprior to their usagein the DGM. I 1.2.22.Property Model This modelwill be stimulatedby a seriesof 3D null level stringsand I text stringsand includes the following: a) Stringsof landlots (null level strings) I b) Landuse and type (Text Strings)

Attributesto land type and use will be appendedto in the AutoCAD l format.Such information willbe usedby the Surveyorwhen preparing LandUtility foldersat the end.

I 1.2.23.Contours

After digital data,collection of survey points at site, the contour I generationwill be doneby using computersoftware, The interval will be 1 m. The smoothnessfactor to be definedin the softwareshould be suchthat it shouldnot distort the groundcontour representation. The I contoursshould be well labeled.

During datacollection, break lines on the groundshould be very well I pickedthat affectsthe contourgeneration. Contours will be shownby continuouslines with a thicker line for everyfifth contour(Prominent Contour).Contour and spot heightswill be differentiatedfrom other t detail.The value of eachcontour will be indicatedalong the contours at intervalsnot exceeding200 mm and / or the edgesof the Mapping I atea. Wherebecause of undergrowth,on-going earthworks, swampy areas, or other obstructions,the ground surfaceis obscured,or accessis I restricted,and provided the Client prior agreementis obtained,contour canbe shownby brokenlines to indicatethat their accuracycannot be t guaranteed. 1.2.24,Longitudinal Profile and Cross-Section

I The longitudinal profile plan will be plotted in A1/A3 size (as ,.,.. ,:..'. instructedby Client)to a scaleof 1:1000Horizontal and 1:100 Vertical with chainageinterval of 25 m unlessotherwise specified or instructed I by the Client. The cross sectionalplan of the existing road will be I plottedin A1 sizeto a scaleof 1:100both horizontal and vertical with l FSand Detailed Design for Dualizationof Gambila- Kohat (164Km) RoadSection of N-55 Page41 of 109 t I SayNo to Comrption Termsof Reference 25 m interval. The plan will show the chainageinterval as specified il andthe existingground profile andall the existingfeatures. 1,2,25.Field Booksand Record

t All field books and computerdata must be properly kept and will recordtruthfully all the surveywork carriedout. The Surveyorwill do all workings in properbooks, adequately in good style and according I to best practice.All field books will be done in ink. Unsatisfactory works and errorswill be struckoff and there will be no superimposed writing or erasure.Client's Representativemay checkthe field books I now and thento ensurethat a high standardof work is maintained.He may requestthe Surveyorto carry out some spot checksif he has reasonabledoubt on the accuracyof the survey work. The Surveyor I will comply with such requestsunless he can prove to the client's representativefor his satisfactionthat suchchecks are unnecessary. All field books and computer data will be certified by the qualified I surveyor.

Deliverable: The Consultantwill carry out survey activities and I accordingly submit the required number of copies of Topographic SurveyReport along with Planson 1:1,000scale for maincarriageway and 1:5,000for interchanges/junctionsand Digital GroundModel on I completionof all survey works. Each control will be shown in the report in photographalong with coordinatesthereof and location map/diagram.Calibration certificates (not more than 6 monthsold) of I equipmentused in surveyingwill also be made part of report. The namesof surveyorswill also be submitted.Each & every pageof the I submissionmust be signedand stamped by the consultant. 1.3. TRAFFIC SURVEY

I The consultantwill carry out ClassifiedTraffic Counts,Intersection turning movementcounts, O&D Survey,Travel Time Survey,Tyre PressureSurvey I etc. on existing roads crossingthe alignmentto get an estimateof current traffic volumes. Generated/ diverted traffic volumeswill be workedout. I Deliverable: A comprehensiveReport will be submittedwhich will not only form basisfor economicanalysis (for PC-I)but alsofor pavementdesign. t 1.4. SOIL & MATERIAL INVESTIGATION Soil & Material Investigationwill be done to ascertainthe index and I engineeringproperties of soil & rock encountered.The consultantis required to seek,interpret and evaluatesubsurface and surfacedata in orderto predict ,,'':$';,rll..-.,'\ 1y::!i :,li the behaviorof the soils and materialsalong, and adjacentto, the alignment. I The resulting information should be presentedin a logical and intelligible il-i.'iij;"' ;.!it mannerso that it canbe usedcorrectly and efficiently by the non-specialist.As .",1 .-. .;i \.,1: ;- , per fixed horizontaland vertical alignment, identiff the areasof deepcuts and r'..::.: I r-'.: I -;.:i i,]' .r;'.:1'

I FSand Detailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page42 of 109 I I SayNo to Comrption Termsof Reference high fills. Study precise geometryof the roadway structuresand develop designrequirements. Field investigationswill be carried out in three main I areas:

- Investigation along the lenglh of the proposed alignment and to t determinethe pavementsupport potential offered by the subgrade soils; - Investigation to determine the source and quantity of naturally- I occurringconstruction materials; - Examinespecific sitessuch as deepcuts, retaining walls and culverts I etc.

Following table presentsthe guidelinesfor the quantity of roadwaypits or t borings and required testing. The values given are tentative investigation requirementsand the actual scopewill dependupon the complexity of the I problem.

Uniform I Rolling

Il3 of t Embankment embankment of refusal 213 of I embankment I of refusal

t Uniform Rolling I I Tentativeguidelines for testingrequirements are given below: I

I t?'J'' :r' ,,:ii ' I *fi ..t.,,, I \\

I FSand Detailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page43 of 109 t I I SayNo to Comrption Termsof Reference 1,4,1, Material Investisation

I Every effort shouldbe madeto locatesufficient quantities of naturally occurring construction materials at regular intervals along the I alignmentand as close to the alignmentas possible. In caseof potential quarry sites, test borings are likely to be necessaryto confirm the quantity and quality of material available.Bulk samplesfor quality t testingmay be obtainedfrom adjoiningbedrock outcrops provided that the samplesobtained from such sourcesare truly representative.Test resultsfrom any nearbyoperational quarries should also be included. I Guidelinesfor testingrequirements of materialsare as under: TestRequirement I Fine Aggregate CoarseAggregate Water Test Asphalt P.C. Subbase/ Asphalt P.C. I Concrete Concrete Base Concrete Concrete Gradation a a o O a Atterbers Limits a o O I SulphateSoundness a o a o a Lossbv Abrasion a O o OrsanicImpurities o t SandEquivalent O a o SolubleSulphates o a SolubleChlorides a a I FriableParticles o a o o Thin & Elongated a a o Particles t FinenessModulus a o WaterOualitv a Marwill Test a I Strippins Test o

Water is required for proper compactionof earthworks,and water I points will be necessaryat frequentintervals along the alignment.An assessmentshould be made of the likely sourcesof water from any existingwells andfrom the geologicalformations underlying the route. I Samplesfor teststo assessthe suitabilityof water for concretewill be necessary.

I 1,4.2, Soil Classilication

Soil descriptionis necessaryfor all test pits and boring logs. The I descriptionsshould be standardizedso that the main characteristicsare ,;iifiir.. given in the sameorder i.e. Mass Characteristicswill include field ,tr,'!;' strength,moisture content, bedding state if applicablediscontinuities I i,: \ i''i and stateof weathering.Material Characteristicswill cover Color,

I \,;*/

I FSand Detailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page44 of 109 I I I SayNo to Comrption Termsof Reference Composition,and grading.Particle shape,soil name and soil group. I Both Unified andAASHTO classificationwill be used. Deliverable: Detailed Soil & Material InvestigationReport will be I submittedas per requirementsexplained in precedingparagraphs. 1.5. PAVEMENT DESIGN

I The consultantwill carry out pavementdesign by using latest published version of AASHTO PavementDesign Guide and verify the design by mechanisticanalysis using Shell and Asphalt Institute (AI) Models.Pavement I will be designedfor a periodof 10 yearsand subsequentoverlay requirement for next 10years.

I Deliverable: Pavement Design Report, complete in all respects also containing details of embankmentdesign as well as drainagedesign. All I calculationswill be attachedin the report. 1.6. HYDROLOGY & HYDRAULIC STUDY

I 1.6.1. Objective

The objective of the hydrological and hydraulic study is to I mathematicallylnumerically model the project arca to design cross drainagestructures and road embankmentheight to protect it from I future floods.The major objectivesare: t characteristics.

I meteorologicaldata. I I geometryand Energy dissipaters for erosioncontrol etc.)

I 1,6.2. Scopeof Work/Activities The consultantwill adopt mathematicalmodeling approachusing I industry-standardsoftware for the hydrological and hydraulic assessmentthat will incorporatesfollowing activities: I ReconnaissanceSurvey The field survey will include geo-taggedphotograp hs of the existing cross drainagestructures, measurementof structure t \l *

I FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page45 of 109 I I I SayNo to Corruption Termsof Reference sizes;evaluation of structuralcondition, general soil evaluation and land use in the area.In casethere is track alignment,all t possiblelocations of water crossingswill be identified with watermarks and width of waterway.

I MeteorologicalAnalysis The meteorologicalanalysis will be based on maximum I availablerecord (preferablymore than 30 years)from all the surroundingobservatories. The analysismust include: t events. t andhydrometric records and determiningbest data best fitting on either of Gumbel Max, Weibull or Log I Pearson3 distributions. I years. from the road, the consultantwill use spatialanalysis (for meteorologicalmodels) for finding out design I stormvalue in the study arcaI watershedderived from the sunoundingobservatories.

I model I WatershedDelineation The activity includesdelineation of watershedaffecting road andevaluating physiography and topography of the catchment/ T watershed-area.The watersheddelineation will be carriedout using industrystandard tools e.g. ArcHydro, Topaz,WMS and DHI MIKE suite etc. The digital elevationmodel (DEM) for I watersheddelineation will be of at least30-meter resolution or better.Satellite imagery and any availabletopographic srrvey I will be usedfor stream/ river correctionin the DEM. Soil and Land Use The hydrologicalsoil type and land usewill be assessedin the I catchment to evaluate Loss, routing and roughness.The hydrological soil type and land use may be marked using I satellite imageryand classificationmethods available in GIS - with spotsite verification. i.. ;.\,,,i I I : .-...... -t ' q;:.i':'.- -:.:,: ,,.:: ,:'.,,. ;i.l.l'rt 'r..'i, I li i \'-rr\ f1.::1 l'iil i!tI i :::j \\ *\,,);-, .-':t:ll' I .r:., i' :,; 1-,.rgj.i.i?? t I I I SayNo to Corruption Termsof Reference SurfaceRunoff Model I The surfacerunoff for all ungaugedbasins will be calculated usingtools like "HydrologicalModeling System" (HEC-HMS) and WatershedModeling System(WMS) for large basinsand I for small TR-20 canbe used.The modelwill be preparedusing GIS techniques/ softwarelike HEC-GeoHMSand WMS etc. The preparation will include complete sub-basin I characterizationlike basinarea, slope, roughness and lag-time etc.The preferredmethod is asfollows: Land usemarked according to Andersonmethod lLand I usetype LossMethod: SCSCurve No. (6n" I Roughness: Manning's TransformSCS Unit Hydrograph I CN curvenumbers estimated from Landuse Muskingum-Cungeor dynamicfor routing I Streamssections estimated from DEM

The hydrologicalmodel will be integratedinto hydraulicmodel I basedon field surveyand judgment, stream and crossdrainage structuresidentification through imagery and marking streams I throughGIS methods. The consultant may also take into consideration future I catchmentchanges likely to influenceflooding risk. Hydraulic Analysis I The calculatedstorm flows will be modeledthrough or around roadstructures using lD modelslike HEC-RAS,HY-8, MIKE 11 and SWMM etc. The culvertsin generalwill be designed I using HY-8 based on data prepared through o'Watershed Modeling System"and field survey.The bridgesand mapping of flood plainswill be carriedout through lD hydraulicmodels I like HEC-RAS or MIKE 11. The hvdraulic model will be preparedusing GIiIS techniqueslike HEC-GeoRAS,WMS or I MIKE I1. The hydraulic model results will be used for assessmentof flood impactand analysisof altemativesfor its mitigation.The I hydraulic structureswill be designed taking into account standarddesign criteria for highways. I t \

I FSand Detailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page47 of 109 t I t SayNo to Comrption Termsof Reference I I (main lanes): I I I r arterialsand collectors(includi mallbridges* or river crossings* I torm drain systemson controlledaccess highways (main lanes): t drainpipe, and

rm drain s on other highways and frontage roads: I drain pipe,and I I + The0.5% (200-yr)and 0.2%(500-yr) AEP eventsshould be All structuresmust be evaluatedto the 1% Annual Exceedance Probability (AEP) flood event or 100 year retum period. I Selectinga designflood is a matter of judgment; it requires balancing the flood risk with budgetary constraints.The I designershould design a facility that will operate: I

I Deliverable: The Hydrology& HydraulicStudy Report will be submittedby I the consultantwhich mustinclude but not necessarilylimited to the following. The report must be self-explanatoryin nature and organizedin an intelligiblemanner. Each & everypage of t the report must be signedby the concernedspecialist/expert andstamped by consultingfirm: I \

I FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page48 of 109 t T I SayNo to Comrption Termsof Reference a. ExecutiveSummary. I b. Reconnaissancesurvey report. c. Detailedflowchart of whole analysisprocess along with description of tools used at different stages. The I flowchart must be supported by comprehensive explanation. d. Geo-taggedpictures marked on satellite imagerywith I respectto catchments. e. Detail watersheddelineation and analysis. t f. Meteorologicalanalysis. g. Soil andland use classification. t h. Surfacerunoff modelresults. i. lD hydraulicmodel results for design. I j. Hydraulicdesign of structures. I k. Embankmentheight according to HFL. I.7, STRUCTURAL DESIGN I The consultant will carry out detailed design of all the structuresand accordingly prepare drawings. For design of structures,codes/standards I specifiedin earliersection of theTOR will be followed. Deliverable: StructuralDesign Report along with detailed calculationsand drawings.The report must be self-explanatoryin all respectsand should t contain complete referencesto relevant parts of Codes and Standards employed.All input files usedin StructuralAnalysis will alsobe madea part I of the Report. 1.8. LAND ACQUISITION & UTILITY FOLDER

T The consultantwill submit ROW plans showingthe alignmentin order to facilitateany acquisitionof land.The Consultantwill alsoprepare estimate for acquiringany land and removal/compensationof any structuresand utilities, T particularlyin built up areas.However, the projectshall be designedkeeping in view the availablespace and in caseof extremenecessity, the acquisitionor I structurecompensation option shall be explored, Deliverable: Land Acquisition & Utilities Folder along with estimatedcost thereof,trees to be removedalong with their sizesand locations, streams/water I bodiesand railwav lines to be crossedetc. I \ I

I FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page49 of 109 t T I SayNo to Corruption Termsof Reference 1.9. CONSTRUCTIONMACHINERYREPORT

I A detailedreport on constructionresources will be prepared.It will include, based on the constructionduration, the amount and type of construction machinery required. Based on the Construction plan developed in I Primavera/MicrosoftProject, the resourceallocation/ the Cashflow required will be stated.Computations and assumptions for productionswill be attached in the report.The costof any equipmentto be importedwill be reflectedin the I foreigncwrency portions of the costestimates and PC-I. I I.10. FEASIBILITY STUDY The consultantwill prepareand submit a comprehensivefeasibility study I reportofthe project. 1.11. FORMULATION OF PC.I

I The Consultantwill formulatePC-I for constructionand then submitrequisite copiesto NHA. If acquisitionof land or structuresis involved then PC-I for l land will alsobe preparedand requisite number of copiessubmitted to NHA. r.r2. ENVIRONMENTAL IMPACT ASSESSMENT(EIA) STUDY

I The consultantwill carry out EIA Study as per requirementsof concerned EnvironmentalProtection Agency (EPA) and then submit a report to NHA. The consultantwill be requiredto conductpublic hearingand obtainNOC of t reportfrom concernedEPA. I 1.13. RIGHT OF WAY MARKERS If a ProvisionalSum is allocatedin the non-salarycost, then consultant will be I requiredto install ROW markersas per site requirementsand up to satisfaction of NHA. T I.I4, TENDER DOCUMENTS I TenderDocuments shall comprise of the following: - Volume-I I - Instructionsto Bidders. Conditionsof Contract(Part-I) (General Conditions) I Conditions of Contract (Part-II), (Conditions of Particular Application). I Conditionsof Contract(Part-I[), (SupplementaryConditions)

I \

I FS andDetailed Design for Dualizationof Gambila- Kohat(164 Krn) RoadSection of N-55 Page50 of 109 I T T SayNo to Comrption Termsof Reference - Forms and Appendices.The consultantwill be required to submit completetake-off sheetsin editableformat for "C" factor along with T biddingdocument. I Volume-II - GeneralSpecifications. t Volume-III I - ParticularSpecifications, Special Provisions and Bills of Quantities. Volume-IV(Tender Drawinss)

I Drawings including at least, but not necessarilylimited to, the following details: I - Title Sheet. - SheetIndex. I - Key & LocationPlan with Coordinatesand alignment with stationing. - Location plan showing/demonstratingexisting number of lanes and I right of way alongthe projectlength. - Location plan showing/demonstratingproposed number of lanes and right of way alongthe projectlength after upgradation. T - Soil investigationlinear plan. Pits of soil investigationswill also be marked. I - A plan showingmajor quary sites/borrow areasites including mass diagramshowing cut andfull alongthe alignment. - Sheetof Legends& Symbols. I - Traverse,Bench Mark andDesign alignment data including curve data. - Typical Cross-Sectionswith locations of applications showing T PavementDesign for main carriageway,interchanges, and toll plaza(if any)approach roads, and road network (if any)within serviceareas. - DetailedDesign along with proposedlocations of toll plazas,weigh I stationsetc. - Cross-sectionsgenerated at an intervalnot exceeding50m. I - Super-elevationdetails and Linear Plan. - RoadFurniture (Guard rails, PavementMarkings & Traffic signsetc). I ProposedLocation of traffic signs and gantries etc., along the alignmentmust be shownon the drawings. I - Retainingwalls (if any)with locationtables. - IntersectionDetails. I \

I FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page51 of 109 I I I SayNo to Comrption Termsof Reference Drainageplan for surfacerunoff andurban areas. I Planand Profile Drawings. StructuralDrawings for: new structuresand, if applicable,old/existing structuresrequiring rehabilitation/reconstruction etc. I Proposed Landscaping& Horticulture as per best intemational practicesand experiences on similar projects,wherever required. I RoadsideDesign. ProposedDesign for Lighting as per best intemational with I tailoringconsiderations to suitlocal conditions. HighwayDrainage design. Requirementof Traffic Control Devices, Work Zone Safety, and I "Maintenance& Protectionof Traffic (MPT) Plans",MPT shall be for the following situations: I a) Where any existing road will be affectedduring projectexecution. b) In urbanareas including methodology for separatingthe local I andthrough traffic. c) At placeswhere underground construction like constructionof I box culvertsand underpasses is involved. d) At placeswhere overhead bridge construction is proposed. t - Design for provision of ducts/crossingof future utilities like OFC, pipelinesetc. - Detailed design along with location tables of U-tums, side drains, I service road, median barrier etc. (if these elementsare present in detailed design), as per international standardsand best safety I practices. - Detail of design exceptions,assessment of risks associatedwith T exceptions,and risk managementmeasures. TechnicalSnecifi cations The consultantswill studyNHA GeneralSpecifications and prepare particular l specificationfor the project for specified items not coveredin the NHA GeneralSpecifi cations.

I Bill of Quantities Consultantshall preparecomprehensive Bill of Quantitiesto be calculatedto I reasonableaccuracy encompassing all the items of work, properly cross referencedto the Technical Specifications,Standard format of Bill of Quantitiesshall be adopted.BOQ must be submittedalong with editablesoft I copyof take-offsheets. I \ l FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page52 of 109 I l I SayNo to Comrption Termsof Reference Engineer'sEstimate I Consultant will prepare Engineer's Estimate of project by using latest CompositeSchedule of Rates.For items not specifiedin NHA CSR, rate analysiswill be provided basedupon market price. The consultantwill be I requiredto submit the take-off sheetsin soft format along with Engineer's Estimatein orderto enableits reviedvetting. I 2. PRESENTATION

The Consultantwill give detailedpresentation on any aspectof the project as,when, I andwhere required/ directed by NHA. At the endof design,the consultantwill make a presentationincluding but not limited to following details:

I 1. Descriptionof roadalignment. ., Descriptionof designcriteria and functional requirements. I a Importantcomponents of projectlike majorbridges, flyovers etc. 4. Importantparameters of sub-soil investigationlike CBR, Pile Capacityand I GeneralSoil Classificationetc. 5. Important hydraulic parametersused in the design of bridges over rivers/ canals. I 6. Resultsof traffic studies. 7. Locationof quarrysites. I 8. Traffic managementplans. 9. Description of specialized equipment and machinery required for the I construction. 10. Description of methodology and codes for design including details of t computermodels. 11. A plan showingmajor quarry sites/borrow areasites including mass diagram showingcut andfull alongthe alignmentwill be presented. T 12, Any other points, which the consultantmay like to highlight, should be included.

I 3. SUBMISSIONOF DOCUMENTS

All the Reportsassociated with eachTask will be submittedin a timely mannerafter I necessaryquality. Each & everypage of all submissionsmade by the consultantmust be signed and stampedfailing which the documentmay not be consideredfor I approvalor acceptance.All pagesand sheets must be properlynumbered. Deliverablesmay be reviewedby NHA. Consultantwill give considerationto review ..--:j,:::--.\ commentsand observations;however, any review will not absolvethe consultant I ;i':.ir.:'ltir'''i.from contractualresponsibility for correctness,safety, soundness, and economyof .\' . ,' ,:.t,/ '.iliiirdesi i i'i/ gn includingEngineer' s Estimate. ',:,::.:, i,iii t t i.:i; \ \ P\ i"''li \} ; :T .-",'i / l'0'.i, andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page53 of 109 I I I SayNo to Corruption Termsof Reference

After finalization of draft submissionsin the light of review comments,if any, five I (05) hard copiesof final versionof eachdeliverable will be submittedto NHA along with Soft Copy exceptPC-I for which requisitenumber of copieswill be submittedas per requirementof NHA or PlanningCommission. If requestedby NHA, Consultant I will provide two additionalsets of all documents/reportsto the Client at a later stage at no extracost.

l After finalization of all submissions,05 nos. DVDs containing all documents/ drawings/ reports/ analysissheets/ software files in soft editableformat, properly indexed/catalogued, will be submittedto NHA. This will be a mandatoryrequirement I failing which contractclose-out will remainin abeyance. I 4, PERFORMANCE RATING The performanceand deliverablesof the consultantmay be evaluatedby NHA on I basis of multiple factors including but not necessarilylimited to quality of submissions,compliance with requirements,responsiveness, diligence, efficiency, consideration of economy, scope management, schedule management, cost t management,risk management,and aboveall the level of faithfulnessas an adviser. Performancerating will broadlybe madein the following manner: I Excellent t Requiringimprovement I NHA reservesthe right to developa detailedbreakdorvn/matrix for implementing abovementioned ratings. In additionto this, it is highlightedthat NHA Code(Revised I 2005) authorizesNHA to exerciseappropriate actions against consultant in caseof errorsin design.

I t. F'UTURE ASSISTANCE

The consultantwill be requiredto provide professionalassistance in addressingany I future audit observations,inquiries, investigations, litigation, or any otherreasonable out solutionsproposed under this TOR. I requirementrelated to the servicescanied and

I \ t I I FSand Detailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page54 of 109 t I I SayNo to Comrption Termsof Reference t 6. MODE OF PAYMENT Percentageof Description S.No. A* I 1 TopographicSurvey Report along with Plans t0% 2. Traffic SurveyReport r0% I a Soil & Material InvestigationReport Lump Sum 4. PavementDesign Report 5% T 5. Hydrology& HydraulicStudy Report r0% 6. StructuralDesign Report r0% .] I LandAcquisition & Utility Folders 5% 8. ConstructionMachinery Report 5% 9. FeasibilityStudy Report t0% I 10. PC-I r0% 1l EIA StudyReport and NOC r0% I 12. TenderDocuments and Ensineer's Estimate etc. r5% Total: l00Vo

I Notes:

1. *A is to be determinedby excludingall above Lurnp Sum amountsfrom I ContractPrice.

2. Upon checkingthe reportthat it is in line with the TOR, 50%paymentshall be I released.Remaining shall be releasedupon acceptablequality is ensured. Upon initial submission,a checklistcorrelating to TOR requirementshall be I attachedand checked for requirementspelled out. 3. Draft versionof submissionsmay be reviewedby NHA and observations,if I any, communicatedto Consultantsfor consideration.Final version of each submissionwill be ratedas oA*', 'A', 'B', or oPoor'by NHA andpayment will accordinglybe made by ensuringthat requisitenumber of hard copies I alongwith soft copyhave been received by NHA within contracttime.

I {f;tf'ffii'b\ I F'( )ri \ \.1).,. .,r/'':ii.r/ ii;,1',' I ..,'. .''.,,:,;-,::.:' t

t FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page55 of 109 I I I SayNo to Corruption Termsof Reference I 7. MINIMUM PERSONNELPROPOSED BY THE CLIENT

I A. KEYPERSONNEL 1. TeamLeaderlSr. Highway Engineer 01 4 4 I ') Hydrologyand Drainage Engineer 01 2 1

a 1 PavementSpecialist 01 2 L I 4. StructureEngineer 01 1 J 5. EnvironmentalEngineer 01 1 I t 6. MaterialEngineer 0l ) 2 a a 7 QuantitySurveyor 01 J a I Sub-Total(A): 09 I7 B. NON KEYPERSONNEL I 8. CAD Operator 01 J J 9. ComputerOperator 01 4 4 I 10.Surveyors 02 4 8 Sub-Total(B): 04 15 I Total (A + B): 13 32 I PavementSpecialist will also carry out traffic studiesqnd surveys. t \ I I T I I lThe p.oposedperson-months are as per Client's assessment;if the consultanthas reservation/opinion/suggestion regardingproposed person-months it may convey samein witing during Pre-ProposalMeeting or even after Pre- T ProposalMeeting but before the last date for seekingclarification, for review and decisionof NHA which will be communicatedto all the prospectivebidders.

I FSand Detailed Design for Dualizationof Gambila- Kohat (164 Km) RoadSection of N-55 Page56 of 109 I l I SayNoto Comrption Terms of Reference 8. QUALIFICATION AND EXPERIENCE CRITERIA FOR KEY ! PERSONNEL I Position Qualificationand ExperienceCriteria Team Leader/ Senior Minimum B.Sc. (Civil Engineering)with minimum twenty Highway Engineer (20) years' relevant experience[proven fifteen (15) years' t design experienceas Highway/ GeometricDesign Engineer on NationalHighways Projectsl; I -oR- M.Sc. (TransportationEngineering) with minimum eighteen (18) yearsrelevant experience [proven thirteen (13) years' I design experienceas Highway/ GeometricDesign Engineer on NationalHighways Projectsl. He/shemust also haveperformed as Team Leaderfor at least I three(03) major HighwayDesign Projects.

Hydrology & Drainage Minimum B.Sc. (Civil Engineering)with minimum twenty I Engineer (20) years relevant experience[proven eighteen(18) years' design experienceas Hydrology & Drainage Engineer on I majorHighway and Bridge Projectsl; -oR- M.Sc. (Hydrology/ Drainage/Hydraulic Engineering)with I minimum eighteen(18) years relevant experience[proven sixteen (16) years' design experienceas Hydrology & I DrainageEngineer on major Highwayand BridgeProjects]; PavementSpecialist Minimum B.Sc. (Civil Engineering)with minimum twenty (20) years' relevant experience[proven fifteen (15) years' I designexperience as PavementSpecialist on major Highway Projectsl; I -oR- M.Sc. (Traffic Engg./Transportation Engg./ Highway Eneg,) with minimum eighteen (18) years' relevant experience I [proven thirteen (13) years' designexperience as Pavement Specialiston majorHighway Projectsl.

I Structural Engineer Minimum B.Sc. (Civil Engineering)with minimum twenty (20) years' relevant experience(proven fifteen (15) years' design experience as Structure Engineer on National t HighwaysProjects); *jlN .- -oR- I M.Sc. (StructuralEngineering) with minimum eighteen(18) #r yearsrelevant experience [proven thirteen (13) years' design \$' A experienceas Structure Ensineer on National Highways I l) t FS andDetailed Design for Dualizationof Gambila- Kohat (164Km) RoadSection of N-55 Paee57 of 109 I t I SayNo to Corruption Termsof Reference Position Qualificationand ExperienceCriteria I Projectsl;

EnvironmentalEngineer Minimum B.Sc. (Civil Engineering/ Environmental t Engineering) or M.Sc. (Environmental Sciences) with minimum fifteen (15) years' relevantexperience [proven ten (10) years' experienceas EnvironmentalEngineer on mega I Civil Engineeringpreferably Highway Proj ectsl ; -oR- I M.Sc. (Civil Engineering/Environmental Engineering) with minimum thirteen (13) years' relevant experience[proven eight (08) years' experienceas EnvironmentalEngineer on I megaCivil Engineeringpreferably Highway Projectsl;

Material Engineer Minimum B.Sc. (Civil Engineering)/M.Sc. (Geology)with I minimum twenty (20) years' relevant experience[proven fifteen (15) years' experience as Material Engineer on highwayand bridge design projectsl; I -oR- M.Sc. (Civil Engineering)having Soil Mechanicsas major I subject with minimum eighteen (18) years'relevant experience[proven thirteen (13) years' experienceas Material I Engineeron highwayand bridge design projectsl; Quantity Surveyor DAE (Civil); preferably having Bachelor's in Civil Engineering; I In caseof DAE having minimum eighteen(18) yearspost- qualificationexperience in Highway Sector which includes proven ten (10) years' experienceas Quantity Surveyoron I HighwayProjects; -oR- I In caseof Bachelor'sDegree having minimum fifteen (15) years post-qualification experience in Highway Sector includingseven (7) years'experience as QuantitySurveyor on t HighwayProjects; I t I I

I FSand Detailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page58 of I09 I t I SayNo to Corruption Termsof Reference Cnaprrn No.4 I ENvnoNMENTALIrupacr AssnssvrENToF Roaus/ Hrcnw.q.vsPRoJEcrs t 1. Needfor EnvironmentalImpact Assessment(EIA) I Highway projectsare generallyundertaken to improvethe economicand social welfareof the people.At the sametime, they may also createadverse impacts on the surrounding environment.People and propertyin the direct path of the road works are affected.The I environmentaland social impact of highway projects include damageto sensitiveeco- systems,soil erosion,changes to drainagepattern and therebygroundwater, interference I with animal and plant life, loss of productiveagricultural lands, resettlementof people, disruptionof local economicactivities, demographic changes, accelerated urbanization and increasein air pollution.Highway development and operationshould, therefore, be planned I with careful considerationof the environmentalimpact. To minimize theseadverse effects that may be createdby highway developmentprojects, the techniquesof EIA become necessary.Identification and assessmentof potential environmentalimpact should be an I integralpart of the projectcycle it shouldcommence early in the planningprocess to enable T a full considerationof alternativesand to avoid laterdelays and complications. 2. In view of the above,an EIA will be carriedout for the Environmentalaspects of all stages of the projectsi.e. preconstruction,construction and post constructionwith the following t objectives:

. Establishingthe environmentalbaseline in the study area and identiSing any I significantenvironmental issue; . Assessingthese impacts and providing for the requisiteavoidance, mitigation and I compensationmeasures; . Integratingthe identifiedenvironmental issues in the projectplanning and design; I . Developing pppropriatemanagement plans for implementing,monitoring and reportingof the environmentalmitigation and enhancement measures suggested;

I The EIA studiesand reporting requirements to be undertakenthis TOR must conformto the guidelinesand regulationsissued by the PakistanEnvironmental Protection Agency (Pak I EPA), Ministry of ClimateChange, Govt. of Pakistan(GOP) which comprisemainly of the Pakistan EnvironmentalProtection Act 1997, its implementing regulations, the EIA Guidelinesand Review of IEE and EIA Regulations,2000. Theseguidelines include the I amendmentsand subsequent rules for the EIA of projects. I Regulations and Standards. Describethe pertinent legislation,regulations and standards,and environmentalpolicies that are relevant and applicable to the proposedproject, and identify the appropriateauthority jurisdictions that will I fically applyto the project.

I FS andDetailed Design for Dualizationof Gambila- Kohat (164Km) RoadSection of N-55 Page59 of 109 I I SayNo to Comrption Termsof Reference

iD Project Categorwation.The Consultantsshould categorize the project (categoryA t or B and IEE or EIA) as per EnvironmentalProtection Act and guidelines& proceduresderived therein and as per donoragencies Environmental Safeguards and I Policieswhich ever are applicable. iii) ProjectDescription. The Consultantsshould provide a brief historyof theproject, a T detailedlocation and maps with scales(km) of the projects with any alignment (startingpoint to end point). In the projectdescription the Consultantsshould also highlight but not limited to bridges information,project components,scope and I scheduleof operation and construction,construction camps, and construction t materials. iv) Descriptionof Environment. Assemble,evaluate and present baseline data on the relevant environmentalcharacteristics of the project area. In addition to general I information,the Consultantsshould provide methodology for preparingthe essential environmentaldata. The data should emphasizebut may not be limited to the I information about Physical Environmentwhich could include, meteorologyand climate,geology and soil, seismology,air and water quality, noise,topography and drainagepatterns, hydrology and"/or hydraulic regime, surface and groundwater and I land use.Ecological Resources should discuss about forests/flora/vegetation profile, crop and horticulture activities, and fauna/wild life and local livestock species I (should specify mammals, birds, fish, reptiles and insects), protected and/or endangeredwildlife species. Socialand CulturalResources may discussabout the methodologyof suryeys, settlementpattern, political and administrativesetup, I populationand communities,socioeconomic conditions, protective and sensitive areas,archaeological and cultural sites,health and facilities, educationalfacilities, industrial/commercialactivities, physical and cultural heritage, utilities, railway I links or alignment,tourism facilities and potentialsand others. Availability of Resourcesfor Constructionshould also highlight about borrow soils, construction I material,water and power availabilityand any otherresources. Hazard wlnerability- identiff vulnerabilityof areato flooding, hurricanes,storm surge,and earthquakes. Characteizethe extent and quality of the available data, indicating significant I information,deficiencies and any uncertaintiesassociated with the prediction of I impacts. v) Environmental Impacts and Mitigation Measures.Identify any negativepositive, direct, indirect, short term and long term impacts of the project, during pre- I construction/design,construction and operationphases. Identify any information gaps and evaluatetheir importancefor decision-making. The Consultantsmust recommendappropriate mitigation and rehabilitation measures for the environmental I damageand other impacts identified for specificroad corridors, and how they would implementedwith regards coordination between highway design and I environmentalissues, ambient water and noise quality, water resources,

I FSand Detailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page60 of 109 I I t SayNo to Corruption Termsof Reference drainage,mineral resources,flora and fauna, social and cultural environment, historicalsites. The Consultantsshould attempt to identiff creativemeasures that I would alsohave positive socialimplications, such as participatorytree plantingthat would also serve as job creationfor affectedcommunities. Consultantsshould I identiS biological environment,and must discuss about national parks, garne reseryesand endangeredspecies. Consultants should also identi$ the impactsand mitigation measuresfor topography,social / cultural issues,land acquisitionand I resettlement,community development,borrow open pits, waste disposal,geology and soil, surfaceand ground water, hydrologic regime, traffic flow, wastageof I fertile humuslayer, utilities issueand poverty alleviation etc. However,report should not be limited to the abovementioned constituents of the I environmentalimpacts and their mitigation measures.The Consultantsshould be more creativeaccording to the specifiedproject alignment.It should also include I maps,figures and photographs when necessary. In order to assessenvironmental impacts and recommendvarious mitigation I measuresto minimizethe environmentalimpacts, identi$ anddevelop data,

Yi) Developmentof Environmental Data. Identifu EPA NEQS and guidelinesand I analyzefollowing parametersto developbase line environmentaldata of the project: I - Ambientair quality. - Noiselevels. I - Water. Biologicalenvironment. I Socioeconomic profiles. i) AMBIENT AIR QUALITY: I Consultantsshould monitor the ambientair quality alongthe selectedroad site.

The parametersneed to be monitoredinclude Ozone (Ol) Carbon monoxide t (CO) Sulphur dioxide (SOz),Nitrogen dioxide (NOz), and particulatematter (PMro). Acceptable standard analysis methodology should be selected to t measurethe NEQS parameters. Air qualitydata will be collectedover a24-hourperiod at all the samplingpoints I (a reasonablenumber of samplingand their anal:rsisshould dependupon the road lengthand other environmentalfactors which shouldprovide a reasonable t imageof air quali|)\. High pollutant concentrationsspots should be selectedfor samplingto assess I oworst-case'scenados. and measurementswill be madein areaswith extensive t FSand Detailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page61 of109 I t I SayNo to Comrption Termsof Reference ribbon developmentand schools/hospitalswhere traffic will be expectedto be a I little heavier. ii) NorsE LEVELS: I Roadsidenoise level measurementsshould be takenat a distanceof - 6 m from the edgeof the highway (correspondingroughly to 7.5 m from sourcevehicles). The noiseparameter should be measuredfor 24 hoursat variouslocations of the I specifiedsite. The permissible limit of noiseis 85 dBA prescribedby theNEQS for motor vehicles. The NEQS do not prescribea noiselevel limit for receptors. I (a reasonablenumber of samplinqand their anal:rsisshould dependupon the road lengthand other environmental-factors which shouldprovide a reasonable I imaqeof noisepollutionl. iii) WATER QUALTTY: I During field investigations,water samples from varioussources in the vicinity of the proposedsections should be analyzedfor importantparameters with respect to humanconsumption. Although, NEQS include32 watercriteria pollutants for I effluents and 16 NEQS for gaseousemissions, NHA prefer and recommend basicwater quality analysiswhich may includebut not limited to pH, turbidity, t alkalinity,TDS, TSS,5-day BOD at 20oC,COD, OD, total hardness,chloride, sodium nitrates,lead, mercury,arsenic, cadmium, total toxic metals,phenolic compoundsas phenols,pesticides / herbicides/ fungicides(in farmland areas\ I and E-coli. (a reasonablenumber o.f sampling and their anah)sisshould depend upon the road length, other environmental.factors which should provide a I r eas onabl e r epre s entat ion of wat er qualit]) ). Consultantsmust identify standardand recognizedlaboratories. Consultants I should also provide Analytical LaboratoryReports along with methodologies and analyticaltechniques used for eachparameter. The analysisreports must t includeinformation, address and contact persons of analyticallaboratories. vii) Analysis of Alternatives. Describethe alternativesexamined for the proposed project that would achieve the same objective including the oonochange in t alignment".Distinguish the most environmentallyfriendly altematives.In caseof minor impacts,which can be successfullymitigated within the ROW and without I changein alignment,there will be no needfor the analysisof altemative.In all other cases,and especiallyin the caseof major or critical issues,a systematiccomparison will be undertakenof the proposed design, site technology and operational I :i.::j-... alternativesin termsof: t Theirpotential environmental and social impacts; Capitaland recurrent costs; I Suitabilitvunder local conditions:and

I FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page62 of 109 I I I SayNo to Comrption Termsof Reference Institutional,training and monitoring requirements.

I For eachaltemative, the environmentalcost andbenefits should be quantifiedto the possibleextento and economicvalues should be attachedwhere feasible. The basis I for the selectionof alternativeproposal for the projectdesign must be stated. viii) (A) Public Consultation,Involvement and Disclosure.During the field surveys I the Consultantswill organizeworkshops and formal public consultation sessionsat provincelevel to identify main stakeholder,their categories,their views on the existingcondition of the project, volume of traffic concern's I stemmingfrom the impactof improvementworks, as well as safetyrelated issues.If possible,Consultants will assistin inter-agencycoordination, and t publicA{GOparticipation.

(B) Grievance RedressMechanism (GRM). An effective,feasible and project I SpecificGRM will be proposedwith all requireddetails.

ix) EnvironmentalManagement Plan (EMP). IdentiS andprepare EMP includingan I implementationschedule and supervision program with associatedcosts and contractingprocedures for the executionof environmentalmitigation and social I issuesfor pre-construction,design, construction and implementationphases. The EMP cost plus monitoringcost together will be minimum lo/oof total projectcost so that thesecan be implementedin true letter & spirit at later stages.Same cost will be I given in PC-l for EMP. This costwill be part of Bill of Quantitiesas separateitem. The Consultantsshould describe the objectivesof EMP and key environmentaland social components,role of functionaries,and road safety. The key componentsof I EMP shouldemphasizebut not limitedto: alignmentand shoulderwidth options,road sidesafety, structural recommendations, I topography,geology and soil, seismic activities, flood hazards,environmentally sound camp sites & borrow pits identification, mapping and characterization, I archaeologicalsites, land acquisition and resettlement, local communitiestheir social and cultural heritage,archaeological sites, waste disposal,air and water quality including ground and surface water, noise, flora including roadsidevegetation I cutting and plantation, fauna including wildlife, endangeredspecies and their protection,traffic management,utilities, use of fertile humussoil recommendationof I environmentalprotection sign boards,and health risk of workers. EMP should identify the training andworkshops programs. t Environmental Monitoring Plan. Identify the critical issuesrequiring monitoring to ensurecompliance to mitigation and environmentalmanagement plans and to measureand monitor the environmentalimpacts during constructionand operation. t The objectivesof the plan are to monitor the actual impact of the works on the project corridor's physical,biological and socio-economicreceptors within the I corridor. This will indicatethe adequacyof the EIA. The monitoringplan should

I FSand Detailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page63 of 109 I I t SayNo to Comrption Termsof Reference recommendmitigation measuresfor any unexpectedimpact or where the impact level exceedsthe limits. The plan should ensure compliance with legal and t communityobligations including safety on constructionsites. Consultantsshould monitorthe rehabilitationof borrow areasand the restorationconstruction campsites I accordingto EMP report. The monitoringplan shouldensure the safe disposalof excessconstruction materials. Consultants should also evaluatethe effectivenessof the mitigation measuresproposed in the EMP and recommendimprovements if I necessary.Apart from regularcompliance checks the Consultantsshould generate a tabularmatrix for air, water and noiseanalysis, asphalt plant emissions,soil erosion I and contamination,plantation, safety and traffic rules compliancefor construction andoperation phases. I EnvironmentalMonitoring Plan will list the procedurethrough which mitigation measuresproposed in EIA will be implemented.It will also include environmental parameterneed monitoring, frequency and responsibilities of key players.In caseof I disagreementwith local communities or stakeholders,grievances addressable mechanismshall be part of plan.The managementplan will developthe institutional requirementand type of training to enhancethe capabilitiesof staff. The total I environmentalmitigation, Monitoring, equipmentand training cost shall also be I included. xi) Economic Assessment.This section should include the overall cost estimatein relationto the project benefits,environmental costs and total cost of the proposed I project. The Consultantsshould addressthe cost analysisof training, monitoring activities, environmentalanalysis and activities, resettlement,land and property I acquisition,and mitigation measures. xii) Role of Functionariesand Government AgenciesInvolvement. This section I shouldinclude role of all the functionariesand variable involvement of government agenciesor authoritiesfor the projectaccomplishment.

I xiii) Recommendationand Conclusions.An adequateswnmary should emphasize on the project descriptionand environment,environmental impacts and mitigation I measures,alternatives, socio-cultural and socio economics,public consultationand the resulting issues and recommendations,environmental managementand monitoringplans, economic assessment, recommendation and conclusions. t xiv) Submissionof Reports. The report should be preparedand presentedin strict conformity to IEE/EIA regulations,2000 and Guidelines for preparationand I submissionof IEE/EIA 1997 issuedunder the PakistanEnvironmental Protection Act,1997. I The title pageof the report shouldspecify the report name,project name,highway scaledmaps and / or coloredphotographs, date of the report, Consultants I companyname, address, phone numbers, e-mail and logos.

I FS andDetailed Design for Dualizationof Gambila- Kohat (164Km) RoadSection ofN-55 Page64 of 109 t I t SayNo to Comrption Termsof Reference The reportsshould include acronyms list and a copy right certificatein the nameof I NHA. The reportsshould include all the key articlesbut not limited to the executive summary,introduction, description of the project,policy, all legaland administrative framework, description of the project environment, alternative analysis, I environmental impacts and mitigation measures, public consultation and resettlementaction plan, inter-agencyand public/ NGO consultationprocess, environmentalManagement & monitoringplans, economic assessmento conclusions I andrecommendations. t All figures, maps,appendices, tables, photographs, matrices and list of references shouldbe chronologicallyorganized and each page should be numbered. I (i) Initially Consultantsshould submit two draft copiesof the reportto NHA. (ii) It will be the responsibility of EIA Consultant to arrangejoint visit (Consultantand Environment NHA HQ team)to the field beforefinalization I of EIA Report. (iii) After incorporatingthe commentsfrom NHA, bureau of Environmental I Protection/ProvincialEPAs and donor agenciesConsultants should frnalize the report. I (iv) Consultantsrequired submitting two hard copiesand one soft copy of final EIA reportto NHA. I (v) Must fill and attachthe applicationform for Environmentalapproval under Sec (12) of PakistanEnvironmental Protection Agency (PEPA) Act 1997 I (PEPA- Review of IEE and ElA-ScheduleIV regulations,2000). The form requires information of the description, Location, objective, alternative alignment, topographyand land use of the project. In addition, it also I required information about the land acquisition in acres, environmental quality standardQ.{EQS) analyzed and measured,estimates & sourcesof water & powersusage, estimates of liquid & solid wastegeneration for the project constructionand numberof labor force (employees)required for the projectconstruction and operation phases. (vi) The prepared EnvironmentalImpact Assessment(EIA) report will be submittedto the concernedEPA for formal concurrenceand will be disclosed to the public, stakeholders etc. *Ten hardcopies and two electroniccopies (format on CD) of the reportare to be submittedshould I be labeledproperly. t PublicHearine: It will be the responsibilityof the Consultantsto obtainNOC from the respectiveEPA fulfilling all I codal requirements.Further to this publishing of advertisementsregarding public hearing and

I FS andDetailed Design for Dualizationof Gambila- Kohat(164 Km) RoadSection of N-55 Page65 of 109 t I I SayNo to Corruption Termsof Reference preparationof presentations,banners, sitting arangementsand all otherwill be responsibilityof the t Consultant. Consultants'X'ee for Services:

I Thepayments to the Consultantsfor EIA shallbe madein the following manner: I InceptionReport for services(within first 7 daysof commencement). t Submissionof draft EIA/IEE report. Submissionof final EIA/IEE report(ten hard and two soft copies)to t concernedEPA. Submissionof final EIA/IEE reportafter attending all observationand commentsof EPA. I ObtainNOC from concernedEPA includingpublic hearingaspects. t I WhereA' is the total payableamount in respectof EIA Study. Consulting ServicePeriod: Consultantsshall submitthe final reportwithin four (04) monthsfrom I the Dateof Commencementof Services. Non Compliance: If Consultantsfails to comply NHA's instructionand is not ableto obtainNOC from concernedEPA in minimum defined period in law; 50% of total cost will be deducted I whatsoeverbe the reasons. I I I I I I I

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